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HomeMy WebLinkAbout1700 E St Andrew Pl - Plan1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 1415 16 17 18 19 20 21 22 23 24 25 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 R R R R R R RR SFEC SFEC SFEC SFEC N +8'-5" 5'-8" MIN. ABBREVIATIONS, NOTES, SYMBOLS, INDEX, MAP, BUILDING DATA, ETC. A-0.1 ARCHITECTURAL PLANS A-0.1 ABBREVIATIONS, NOTES, SYMBOLS, INDEX, MAP, BUILDING DATA, ETC. A-0.2 GENERAL NOTES A-0.3 GENERAL NOTES AND SPECIFICATIONS, NARRATIVE OF OPERATION A-0.4 OVERALL SITE PLAN (FOR REFERENCE ONLY) A-0.4A SITE PLAN AND ACCESSIBLE PATH OF TRAVEL A-0.4B ENLARGED SITE PLAN A-0.4C ENLARGED SITE PLAN A-0.4D SITE PLAN DETAILS A-0.5A EXISTING/DEMOLITION OF OVERALL FIRST FLOOR PLAN A-0.5B OVERALL FIRST FLOOR EXIT ROUTES AND TACTILE SIGNAGE A-0.5C 1ST FLOOR EXIT ROUTES AND TACTILE SIGNAGE A-0.5D 1ST FLOOR EXIT ROUTES AND TACTILE SIGNAGE A-0.5E OVERALL SECOND FLOOR EXIT ROUTES AND TACTILE SIGNAGE A-0.5F 2ND FLOOR EXIT ROUTES AND TACTILE SIGNAGE A-0.6A BASE BUILDING ACCESSIBILITY A-0.6B BASE BUILDING ACCESSIBILITY A-0.7 BASE BUILDING RESTROOM ACCESSIBILITY PLANS A-0.8 DOG KENNEL SHELTER PLANS AND ELEVATIONS A-0.9 CAL GREEN NOTES A-1.0 DEMOLITION PLAN LEGEND & KEYNOTES A-1.0A 1ST FLOOR DEMOLITION PLAN A-1.0B 1ST FLOOR DEMOLITION PLAN A-1.0C 2ND FLOOR DEMOLITION PLAN A-1.1 DEMOLITION CEILING PLAN LEGEND & KEYNOTES A-1.1A 1ST FLOOR DEMOLITION CEILING PLAN A-1.1B 1ST FLOOR DEMOLITION CEILING PLAN A-1.1C 2ND FLOOR DEMOLITION CEILING PLAN A-2.0 CONSTRUCTION PLAN LEGEND & KEYNOTES A-2.0A 1ST FLOOR CONSTRUCTION PLAN A-2.0B 1ST FLOOR CONSTRUCTION PLAN A-2.1 2ND FLOOR CONSTRUCTION PLAN A-3.0 POWER VOICE DATA PLAN LEGEND & KEYNOTES A-3.0A 1ST FLOOR POWER VOICE DATA PLAN A-3.0B 1ST FLOOR POWER VOICE DATA PLAN A-3.1 2ND FLOOR POWER VOICE DATA PLAN A-4.0 REFLECTED CEILING PLAN LEGEND & KEYNOTES A-4.0A 1ST FLOOR REFLECTED CEILING PLAN A-4.0B 1ST FLOOR REFLECTED CEILING PLAN A-4.1 2ND FLOOR REFLECTED CEILING PLAN A-5.0 FINISH SCHEDULE, FINISH PLAN LEGEND & KEYNOTES A-5.0A 1ST FLOOR FINISH PLAN A-5.0B 1ST FLOOR FINISH PLAN A-5.1 2ND FLOOR FINISH PLAN A-10.0 DOOR SCHEDULE A-10.1 DOOR, HARDWARE SCHEDULE AND DOOR DETAILS A-20.0 1ST FLOOR INTERIOR ELEVATIONS A-20.1 1ST FLOOR INTERIOR ELEVATIONS A-20.3 2ND FLOOR INTERIOR ELEVATIONS A-21.0 1ST FLOOR ENLARGED RESTROOM PLANS A-21.1 1ST FLOOR RESTROOM ELEVATIONS A-21.2 1ST FLOOR ENLARGED RESTROOM PLANS A-21.3 1ST FLOOR RESTROOM ELEVATIONS A-21.4 RESTROOM EQUIPMENT SCHEDULE A-30.0 WALL PARTITION DETAILS A-30.1 WALL HEAD DETAILS A-30.2 CEILING DETAILS A-30.3 CEILING AND MISCELLANEOUS DETAILS A-30.4 GLASS PARTITION DETAILS A-30.5 MILLWORK DETAILS A-30.5A MILLWORK DETAILS WITH TAB PULLS A-30.7 MOVEABLE PARTITIONS KEY PLANS LOCATION PLAN 1700 E ST ANDREW PL SANTA ANA, CA 92705 PROJECT INFORMATION DRAWING INDEX N AS NOTED N 1. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. DETAILS TAKE PRECEDENCE OVER ALL. NOTIFY ARCHITECT OF CONFLICTS OR DISCREPANCIES IN WRITING. 2. DIMENSION CONVENTIONS: a) HORIZONTAL DIMENSIONS ARE SHOWN FROM FACE OF FINISH, UNLESS OTHERWISE NOTED. b) DIMENSIONS NOTED "CLEAR" OR "CLR." MUST BE PRECISELY MAINTAINED: ALLOWING FOR THICKNESS OR MATERIALS. c) DIMENSIONS ARE NOT ADJUSTABLE WITHOUT ARCHITECT'S APPROVAL, UNLESS NOTED. d) DIMENSIONS TO EXTERIOR WINDOW WALL ARE TO INSIDE FINISHED FACE OF THE WALL, UNLESS OTHERWISE NOTED. e) DIMENSIONS TO EXTERIOR GLAZING ARE TO THE INSIDE FACE OF THE EXTERIOR GLAZING. f) VERTICAL DIMENSIONS ARE FROM THE TOP OF THE FINISHED FLOOR, UNLESS OTHERWISE NOTED. g) DO NOTE SCALE DRAWINGS. IF ANY ITEM OF WORK CANNOT BE LOCATED, DO NOT PROCEED WITH THE WORK BEFORE CLARIFYING WITH ARCHITECT. h) VERIFY DIMENSIONS MARKED "V.I.F." PRIOR TO START OF CONSTRUCTION. REPORT INCONSISTENCIES TO ARCHITECT. 3. DEFINITION OF TERMINOLOGY: i) "TYPICAL" MEANS IDENTICAL FOR ALL CONDITIONS, UNLESS OTHERWISE NOTED. j) "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS. k) "PROVIDE" MEANS FURNISH AND INSTALL, COMPLETE AND IN PLACE. l) "FURNISH" MEANS FURNISH ONLY, INSTALLATION BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. m) "INSTALL" MEANS PUT INTO PLACE, SUPPLIED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. n) "ALIGN" MEANS ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. DRAFTING CONVENTION NOTES FIRE PREVENTION A8.4 12 A8.4 12 A 1 12 A8.4 COLUMN GRID LINES WORK POINT CONTROL POINT DATUM POINT MATCH LINE SHADED PORTION IS SIDE CONSIDERED DETAIL NUMBER SHEET NUMBER AREA OF DETAIL THICKENED LINE SHOWS AREA OF SECTION DETAIL WALL SECTION KEY DETAIL NUMBER SHEET NUMBER VIEW DIRECTION DRAFTING CONVENTIONS N.I.C. C D A A B INTERIOR ELEVATION DETAIL NUMBER SHEET NUMBER VIEW(S) SHOWN KEYNOTE ALIGN SURFACES NO WORK IN THIS AREA (N.I.C.) OWNER FURNISHED ITEM (NOT IN CONTRACT) ADDENDUM ADDENDUM LETTER AREA OF REVISION INSTALLED MILLWORK 1 REVISION REVISION NUMBER AREA OF REVISION 1.0 N NORTH CL CENTER LINE # ' " @ & AND ANGLE AT CENTERLINE CHANNEL DIAMETER OR ROUND FOOT (FEET) INCH (INCHES) PERPENDICULAR POUND OR NUMBER SQUARE FOOT (FEET) CL ABV ABOVE A/C AIR CONDITIONING ACC ACCESS ACOUS ACOUSTICAL ACT ACOUSTIC TILE ADJ ADJUSTABLE AD ACCESS DOOR AFF ABOVE FINISHED FLOOR AL ACTIVE LEAF ALUM ALUMINUM ALT ALTERNATE ANOD ANODIZED AP ACCESS PANEL APPROX` APPROXIMATE APPV APPROVED ARCH ARCHITECTURAL AUTO AUTOMATIC AVG AVERAGE BD BOARD BATT INSUL BATTEN INSULATION BJ BUTT JOINT BKG BACKING BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM BMK BENCH MARK BOW BACK OF WALL BOT BOTTOM BRKT BRACKET BTWN BETWEEN CAB CABINET CLG CEILING CLKG CAULKING CLO CLOSET CLR CLEAR COL COLUMN CONC CONCRETE CONF CONFERENCE CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CPT CARPET CSMT CASEMENT CT CERAMIC TILE CTR CENTER CWK CASEWORK CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED CIR CIRCULAR CJ CONTROL JOINT CNTR COUNTER DBL DOUBLE DEMO DEMOLISH (DEMOLITION) DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DISP DISPENSER DIV DIVISION DN DOWN DO DOOR OPENING DR DOOR DW DISH-WASHER DWG DRAWING DWR DRAWER DIAG DIAGONAL E EAST (E) EXISTING EA EACH EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMER EMERGENCY ENAM ENAMEL ENCL ENCLOSURE ENG ENGINEER ENT ENTRANCE EQ EQUAL EQPT EQUIPMENT EWC ELECTRIC WATER COOLER EXH EXHAUST EXP EXPANSION EXPO EXPOSED EXT EXTERIOR FA FIRE ALARM FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FACE FHC FIRE HOSE CABINET FIN FINISH FIX FIXTURE FLR FLOOR FLUOR FLUORESCENT FO FACE OF FRPF FIREPROOF FR FIRE RESISTANT FRMG FRAMING FS FULL SIZE FT FOOT OR FEET FOC FACE OF CONCRETE FOS FACE OF STUDS FOW FACE OF WALL FES FIR EXTINGUISHER SURFACE MOUNTED FD FLOOR DRAIN FURG FURRING GB GRAB BAR GD GARBAGE DISPOSAL GEN GENERAL GL GLASS GND GROUND GYP GYPSUM GA GAGE OF GAUGE GALV GALVANIZED G GAS GYP BD GYPSUM WALLBOARD GC GENERAL CONTRACTOR HDCP HANDICAPPED HDF HIGH DENSITY FIBERBOARD HDWD HARDWOOD HDWE HARDWARE HM HOLLOW METAL HO HOLD OPEN HOR HORIZONTAL HR HOUR HR HAND RAIL HT HEIGHT HVAC HEATING VENTING AIR CONDITIONING HW HOT WATER HWH HOT WATER HEATER HDR HANDRAIL HBD HARDBOARD HTR HEATER HT HEIGHT HC HOLLOW CORE HMI HOLLOW METAL INSULATED INCAN INCANDESCENT INCL INCLUDING INFO INFORMATION INSUL INSULATION INT INTERIOR INTER INTERMEDIATE IN INCH ID INSIDE DIAMETER IDENT IDENTIFICATION JAN JANITOR JB JUNCTION BOX JUNC JUNCTION JT JOINT JST JOIST LTG LIGHTING LTWT LIGHT WEIGHT LIN LINEAR LONG LONGITUDINAL LP LOW POINT LKR LOCKER LVR LOUVER MAX MAXIMUM MDF MEDIUM DENSITY FIBERBOARD MECH MECHANICAL MED MEDIUM MEMB MEMBRANE MET METAL MEZZ MEZZANINE MFR MANUFACTURER MIC MICROWAVE MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MUL MULLION MACH MACHINE MAINT MAINTENANCE MSTC MASTIC MATL MATERIAL MT METALTHRESHOLD MLDG MOLDING MTD MOUNTED N NORTH N NEW NAT NATURAL NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER DIMENSION OFCI OWNER FURNISHED CONTRACTOR INSTALLED OH OPPOSITE HAND OPNG OPENING OVHD OVERHEAD OFF OFFICE OFOI OWNER FURNISHED OWNER INSTALLED P PAINT PAR PARALLEL PBD PARTICLE BOARD PC PERSONAL COMPUTER PC PIECE PERP PERPENDICULAR PL PLATE PLAM PLASTIC LAMINATE PLAS PLASTER PLYWD PLYWOOD PNL PANEL POL POLISH PR PAIR PTN PARTITION PTD PAPER TOWEL DISPENSER PTDR PAPER TOWEL DISPENSER RECEPTACLE PTR PAPER TOWEL RECEPTACLE PLBG PLUMBING PT POINT LBS POUNDS PSF POUND SQUARE FOOT PSI POUND SQUARE INCH PRCST PRECAST PREFAB PREFABRICATED PROJ PROJECTION QTY QUANTITY QUAL QUALITY QT QUARRY TILE QTRS QUARTERS R RISER R RELOCATED RA RETURN AIR RAD RADIUS RB RESILIENT BASE REBAR REINFORCING BAR REF REFERENCE REFL REFLECTED REFR REFRIGERATOR REINF REINFORCED REQ REQUIRED RESIL RESILIENT REV REVISION / REVISED RH RIGHT HAND RM ROOM RO ROUGH OPENING RT RESILIENT TILE RUB RUBBER RND ROUND RB RUBBER BASE S SOUTH SA SUPPLY AIR SC SOLID CORE SCH SCHEDULE SFEC SEMI-RECESSED FIRE EXTINGUISHER CABINET SHT SHEET SIM SIMILAR SK SINK SMD SEE MECHANI SND SANITARY NAPKIN DISPENSOR SNR SANITARY NAPKIN RECEPTACLE SPD SEE PLUMBING DRAWINGS SPEC SPECIFICATION (S) SPKR SPEAKER SQ SQUARE SSD SEE STRUCTURAL DRAWINGS STD STANDARD STL STEEL STOR STORAGE STRL STRUCTURAL SUR SURFACE SUSP SUSPENDED SYM SYMMETRICAL SYS SYSTEM SCD SEAT COVER DISPENSER SECT SECTION SSK SERVICE SINK SD SOAP DISPENSER SM SHEET METAL STA STATION T TREAD TAN TANGENT TBD TO BE DETERMINED TEL TELEPHONE TEMP TEMPERED THRES THRESHOLD THRU THROUGH TO TOP OF TPD TOILET PAPER DISPENSER TV TELEVISION TYP TYPICAL TEMP TEMPERATURE TER TERRAZZO TOIL TOILET TOC TOP OF CONCRETE TC TOP OF CURB TOS TOP OF STEEL TS TUBULAR STEEL TW TOP OF WALL TB TOWEL BAR UNF UNFINISHED UON UNLESS OTHERWISE NOTED UR URINAL UTIL UTILITY UL UNDERWRITERS LABORATORIES VAR VARIABLE VIF VERIFY IN FIELD VIN VINYL VERT VERTICAL VEST VESTIBULE VCT VINYL COMPOSITION TILE VWC VINYL WALL COVERING W WEST W WITH WC WALL COVERING WC WATER CLOSET WD WOOD WIN WINDOW WO WHERE OCCURS WO WITHOUT WP WATERPROOF WPT WORK POINT WR WATER RESISTANT WS WEATHERSTRIPING WT WEIGHT WNSCT WAINSCOT WDT WIDTH K KEY KL KEY LOCK KP KICK PLATE KIT KITCHEN LAM LAMINATE LAV LAVATORY LH LEFT HANDED LAB LABORATORY LT LIGHT ABBREVIATIONS XX XX 1 CONTROL PANEL SEE BELOW ELEVATOR SIGNAGE IDENTIFICATION FOR THE VISUALLY IMPAIRED SHALL BE AS FOLLOWS PASSENGER ELEVATOR CONTROLS SHALL HAVE A MINIMUM DIMENSION OF 3/4 INCHES AND SHALL BE RAISED 1/8 INCH PLUS OR MINUS 1/32 ABOVE THE SURROUNDING SURFACE. CONTROL BUTTONS SHALL HAVE SQUARE SHOULDERS, AND SHALL BE ACTIVATED BY MECHANICAL MOTION WHICH IS DETECTABLE. ALL CONTROL BUTTONS SHALL BE DESIGNATED BY A 5/8 INCH MINIMUM, ARABIC NUMERAL, STANDARD ALPHABET CHARACTER, OR STANDARD SYMBOL IMMEDIATELY TO THE LEFT OF THE CONTROL BUTTON. A BRAILLE SYMBOL SHALL BE LOCATED IMMEDIATELY BELOW THE NUMERAL, CHARACTER, OR STANDARD SYMBOL. A MINIMUM CLEARANCE OF 3/8 INCH OR OTHER SUITABLE MEANS OF SEPARATION SHALL BE PROVIDED BETWEEN ROWS OF CONTROL BUTTONS. NOTE SEE FIGURE BELOW. THE RAISED CHARACTERS SHALL BE WHITE ON BLACK BACKGROUND. CONTROLS AND EMERGENCY EQUIPMENT IDENTIFIED BY RAISED SYMBOLS SHALL INCLUDE, BUT NOT BE LIMITED TO DOOR OPEN, DOOR CLOSED, ALARM BELL, EMERGENCY STOP, AND TELEPHONES. HALL LANTERN L C LC LC FLOOR LANDING ON BOTH SIDES CALL BUTTON PASSENGER ELEVATOR LANDING JAMBS ON ALL ELEVATOR FLOORS, SHALL HAVE THE NUMBER OF THE FLOOR ON WHICH THE JAMB IS LOCATED DESIGNATED BY RAISED ARABIC NUMERALS WHICH ARE A MINIMUM OF 2 INCHES IN HEIGHT AND RAISED BRAILLE SYMBOLS TO BE LOCATED APPROXIMATELY 5 FEET ABOVE THE FLOOR ON THE JAMB PANELS ON BOTH SIDES OF THE DOOR SO THAT THEY ARE VISIBLE FROM WITHIN THE ELEVATOR. RAISED BRAILLE SYMBOLS SHALL BE PLACED DIRECTLY TO THE LEFT OF THE CORRESPONDING RAISED ARABIC NUMERALS. THE RAISED CHARACTERS SHALL BE ON A CONTRASTING BACKGROUND. ELEVATOR EXTERIOR ELEVATION ELEVATOR INTERIOR ELEVATION GRAB BAR SIDE OPENING DOOR ELEVATOR TYPICAL MOUNTING HEIGHT ELEVATION 1 2" 2" 4' 3 " M I N . 4' 6 " M I N . 5"29 " B A NOTE: THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED IF AN OBJECT PASSES THROUGH EITHER LINE A OR LINE B. LINE A AND LINE B REPRESENT THE VERTICAL LOCATION OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT. TYPICAL MOUNTING HEIGHT ELEVATION PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A • I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 3'-0" MIN. RAIL4' - 0 " EM E R G . T E L . 32 " 6' - 0 " T O 6 ' - 6 " PH O T O E L E C T R I C T U B E BY P A S S S W I T C H 1 1/2"MIN. 3' - 6 " 6' - 0 " M I N . 5' - 0 " CONTACT DIRECTORY ARCHITECT: SAA INTERIORS AND ARCHITECTURE 18600 MACARTHUR BLVD., SUITE 100 IRVINE, CA 92612 PHONE: 949-724-8958 FAX: 949-724-1981 CONTACT: MICHAEL PARR EMAIL: MPARR@SAAIA.COM MECHANICAL ENGINEER: VISION CONSULTING SERVICES 30501 AGOURA RD., SUITE 150 AGOURA HILLS, CA 91301 CONTACT: BRANDON PULLEN PHONE: 805-584-9719 EMAIL: BRANDONP@VISIONMEP.COM CLIENT: ORANGE COUNTY PROBATION DEPARTMENT 1055 N. MAIN ST. 5TH FLOOR SANTA ANA, CA 92701 CONTACT: STEPHANIE C. GARCIA PHONE: 714-347-4856 EMAIL: STEPHANIE.GARCIA@PROB.OCGOV.COM CONSTRUCTION MANAGER: BRIAN PROCK TRESTLE COMPANIES 2151 MICHELSON DR. IRVINE, CA 92612 EMAIL: BRIAN.PROCK@TRESTLECOMPANIES.COM GENERAL CONTRACTOR: GREG GUBA ESPLANADE BUILDERS 3002 DOW AVE., SUITE 102 TUSTIN, CA 92780 PHONE: 949-556-4930, EXT. 913 EMAIL: GREG@ESPLANADEBUILDERS.COM CLOSE STOP OPEN B L C 4 2 4' - 0 " M A X . LC 2' - 1 1 " MI N . A . F . F . GRAB BAR CENTER OPENING DOOR ALARM ELEVATOR CONTROL PANEL S 3 1 PLACE STAR ALONGSIDE MAIN EXIST FLOOR NUMBER 5 8" MIN. CHARACTERS AND SYMBOLS HEIGHT 6'-8" MIN. 42" MIN. 4' - 6 " M I N . 4' - 3 " M I N . 42" MIN. 3/4" 3/ 8 " MI N . SE P A R A T I O N DOOR HANDLE WALL MOUNTED F.L.S. STROBE DEVICE. CASEWORK MOUNTING HEIGHTS CERTAIN ELEVATION DIMENSIONS ARE ASSOCIATED WITH CODE REQUIRED MAXIMUM OR MINIMUM MOUNTING HEIGHTS. SUCH DIMENSIONS SHOULD BE HELD DESPITE VARIATIONS IN THE SLAB. CODE DIMENSIONS ARE IN PARENTHESIS WITH AN ASTERISK NEXT TO THE CRITICAL DIMENSION. E.G.: (* +15" MIN.) CONTROL ELEVATIONS ARE COMPRISED OF: FINISH CEILING LEVEL (FCL) FINISH FLOOR LEVEL (FFL) TOP OF SLAB (TOS) ALL DIMENSIONS GIVEN ARE FROM FFL DATUM. FINISH FLOOR MATERIAL IS ASSUMED TO BE 3/8" THICK GLUE DOWN CARPET. FLOOR FINISH AND THICKNESS WILL VARY FROM LOCATION TO LOCATION. REFER TO PLANS AND DETAILS FOR SPECIFIC FLOORING INFORMATION. NO ALLOWANCE HAS BEEN MADE FOR ANY DEPRESSIONS OR ELEVATIONS IN THE SLAB. ELEVATION HEIGHTS SHOULD TAKE INTO ACCOUNT ANY VARIATIONS IN THE FLOOR SLAB. ELECTRICAL MOUNTING HEIGHTS CONTROL ELEVATIONS KEY CARD READER OR THERMOSTAT CLG. HT. +60" BOT. OF CASEWORK OVHDS. (* +2'-10" MAX.) COUNTER +2'-10" +2'-6" CASEWORK DESK J BOX AT DESK +21" TYP. J-BOX OUTLET +18"* COAT CLOSET SHELF +48" +34"-44" DOOR HANDLE FIN. FLR. 0'- 0" FIRE EXTINGUISHER CABINET, SEE A2.0 FOR TYPE. PAINT CABINET TO MATCH ADJACENT WALL. PROVIDE NEW FIRE EXTINGUISHER SUSPENDED IN CABINET CL ADJUST CENTERLINE DIMENSION TO 12" AS REQUIRED TO ACCOMMODATE MULTIPLE GANGED DEVICES WALL SWITCH, DIMMER OR WALL MOUNTED MOTION SENSOR, WALL PHONES AND "J" BOXES AT COUNTERS. MULTIPLE SWITCHES TO BE GANGED INTO ONE COVER PLATE. ELECT. WALL OUTLET. MULTIPLE OUTLETS TO BE GANGED INTO ONE COVER PLATE. CL DIMENSION SHOWN FOR REFERENCE ONLY. FINAL LOCATION TO BE APPROVED BY SAA AND/OR TENANT. 1' - 3 " 44 " A . F . F . M A X T O T O P O F B O X +8 0 " - 9 6 " A . F . F . 6" MI N . C L R . 6" 12" 1. BUILDING PERMIT INFORMATION BUILDING 1700 E ST ANDREW PL ADDRESS:SANTA ANA, CA 92705 BUILDING OWNER:MICHAEL EMBREE DRAWBRIDGE SAINT ANDREW, LLC 3 EMBARCADERO CTR., SUITE 2310 SAN FRANCISCO, CA 94111 PHONE: 415-391-4440 CONSTRUCTION TYPE:II-B OCCUPANCY:B SPRINKLER BUILDING:YES, FULLY THROUGHOUT NUMBER OF FLOORS:3 TOTAL FLOOR AREA:1ST FLOOR ±73,448 SQ. FT. 2ND FLOOR ±73,419 SQ. FT. TOTAL AREA ±146,1867 SQ. FT. TENANT OCCUPANT LOAD:1ST FLOOR - 863 OCCUPANTS (B-OCC) 2ND FLOOR - 194 OCCUPANTS (B-OCC) AREA OF WORK:1ST FLOOR ±50,831 SQ. FT. 2ND FLOOR ±22,115 SQ. FT. TOTAL AREA ±72,946 SQ. FT. SCOPE OF WORK:TENANT IMPROVEMENT WORK ON ±72,946 SQ. FT. OF THE TOTAL FIRST AND SECOND FLOOR AREA. SCOPE OF WORK INCLUDES NEW WALLS, POWER, LIGHTING, FINISHES FOR THE INTERIOR PORTION OF THE PROJECT, AND RENOVATING AN EXISTING CMU ENCLOSURE FOR A NEW DOG KENNEL AREA. SCOPE ALSO INCLUDES STRUCTURAL, MECHANICAL, AND ELECTRICAL WORK. ADDITIONAL EXTERIOR SITE IMPROVEMENTS WILL BE PART OF A SEPARATE PERMIT. THE PREVIOUS TENANT WAS A SINGLE OCCUPANT THAT OCCUPIED THAT ENTIRE BUILDING. ORANGE COUNTY DEPARTMENT OF PROBATION WILL BE THE NEW TENANTS AND WILL TAKE PARTS OF THE FIRST AND SECOND FLOOR; THE REMAINDER OF THE FLOOR WILL REMAIN UNOCCUPIED FOR FUTURE TENANTS. THE THIRD FLOOR WILL REMAIN UNOCCUPIED, IT IS NOT PART OF THE SCOPE. THE ORANGE COUNTY DEPARTMENT OF PROBATION HAS A COUPLE DEPARTMENTS THAT WILL BE IDENTIFIED WITH SEPARATE SUITE NUMBERS, BUT THEY FUNCTION AS ONE ENTITY. NEW SUITE NUMBERS INCLUDE: FIRST FLOOR SUITE#100 - FOR THE UNOCCUPIED SPACE (N.I.C) SUITE#125 - FOR THE COUNTY OF ORANGE TRAINING AND VOLUNTEER SERVICES (TVS) DEPARTMENT SUITE#150 - FOR THE COUNTY OF ORANGE YOUTH REPORT CENTER (YRC) DEPARTMENT SECOND FLOOR SUITE#200 - FOR THE UNOCCUPIED SPACE (N.I.C) SUITE#225 - FOR THE COUNTY OF ORANGE TRAINING AND VOLUNTEER SERVICES (TVS) DEPARTMENT THIRD FLOOR SUITE#300 - FOR THE UNOCCUPIED SPACE (N.I.C) SEE SHEET A-0.5B & A-0.5E FOR SUITE SEPARATION. SEE SHEET A-0.3 FOR LETTERS FROM EACH DEPARTMENT EXPLAINING DAY-TO-DAY FUNCTIONS. THE PREVIOUS TENANT WAS A B-OCCUPANCY GROUP RESEARCH & DEVELOPMENT LABORATORY, THE NEW PROPOSED USE WILL REMAIN A B-OCCUPANCY GROUP FOR OFFICE USE AND VOCATIONAL TRAINING OF STAFF AND AUTHORIZED PERSONNEL. 2. C.E.C. TITLE 24/DISABLE ACCESS COMPLIANCE THE PROJECT SHALL COMPLY WITH CCR TITLE 24 (PART 6 - CALIFORNIA ENERGY CODE) FOR ENERGY COMPLIANCE FOR DISABLED ACCESS REQUIREMENTS. 1. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS AREA OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE. 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. (2022 CBC 1010.2). 3. EXCEPTION: THIS REQUIREMENT SHALL NOT APPLY TO EXTERIOR EXIT DOORS IN A GROUP "B" OCCUPANCY IF THERE IS A VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED WHEN SPACE IS OCCUPIED". THE LETTERS SHALL BE NOT LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND. THE LOCKING DEVICE MUST BE A TYPE THAT WILL BE READILY DISTINGUISHABLE AS LOCKED. 4. PANIC HARDWARE, WHEN INSTALLED, SHALL COMPLY WITH ALL APPLICABLE BUILDING CODE REQUIREMENTS. THE ACTIVATING MEMBER SHALL BE MOUNTED AT A HEIGHT OF NOT LESS THAN 34 INCHES NOR MORE THAN 44 INCHES ABOVE THE FLOOR. THE UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF EXIT TRAVEL. 5. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11-LUX) AT THE WALKING SURFACE LEVEL. (2022 CBC 1008.1, 1008.2 AND 1008.2.1) 6. EXIT ILLUMINATION SHALL COMPLY WITH 2022 CBC SECTION 1008 AND 1013. 7. EXIT SIGNS SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF 50 OR MORE. 8. EXCEPTION: MAIN EXTERIOR EXIT DOORS WHICH OBVIOUSLY AND CLEARLY ARE IDENTIFIABLE AS EXITS NEED NOT BE SIGNED WHEN APPROVED BY THE BUILDING OFFICIAL. 9. WHEN NECESSARY, THE FINAL LOCATION AND QUANTITY OF EXIT SIGNS SHALL BE DETERMINED BY THE FIRE DEPARTMENT PRIOR TO CONSTRUCTION OF ANY WORK. 10. THE COLOR AND DESIGN OF LETTERING, ARROWS AND OTHER SYMBOLS ON EXIT SIGN SHALL BE IN HIGH CONTRAST WITH THEIR BACKGROUND (3/4" x 6" LETTERS MIN.) 11. ALL RATED CORRIDOR DOORS SHALL HAVE A THRESHOLD WITH A SMOKE AND DRAFT SEAL AT HEAD AND JAMBS. 12. INTERIOR WALL AND CEILING FINISHES SHALL BE NON-COMBUSTIBLE OR HAVE A FLAME SPREAD INDEX OF 0 TO 25; SMOKE-DEVELOPED INDEX 0-450. 13. ALL DRAPES, HANGING CURTAINS AND OTHER DECORATIVE MATERIALS SHALL BE TREATED AND MAINTAINED IN A FLAME RETARDANT CONDITION. 14. FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILING AS PER 2022 CBC SECTION 716. SMOKE DAMPERS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILING AS PER 2022 CBC SECTION 716. 15. IF THE BUILDING IS EQUIPPED WITH A FIRE SPRINKLER SYSTEM OR HAS A FIRE/LIFE SAFETY SYSTEM, EXTEND/MODIFY FIRE/LIFE SAFETY SYSTEM AS REQUIRED. 16. IF THE BUILDING IS EQUIPPED WITH A FIRE SPRINKLER SYSTEM OR HAS A FIRE/LIFE SAFETY SYSTEM, EXTEND FIRE SPRINKLERS SYSTEMS AS REQUIRED. 17. IF THE BUILDING IS EQUIPPED WITH A FIRE SPRINKLER SYSTEM OR HAS A FIRE/LIFE SAFETY SYSTEM, FIRE SPRINKLER/OR LIFE SAFETY PLANS MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE. 18. IF THE BUILDING IS EQUIPPED WITH A FIRE SPRINKLER SYSTEM OR HAS A FIRE/LIFE SAFETY SYSTEM, FIRE SPRINKLER SYSTEM PLAN MUST BE REVISED AND APPROVED BY THE CITIES FIRE DEPARTMENT PRIOR TO THE INSTALLATION OR MODIFICATION OF SPRINKLER SYSTEMS. 19. A PORTABLE FIRE EXTINGUISHER WITH A MINIMUM 2A10BC RATING SHALL BE PROVIDED EVERY 75' OF TRAVEL DISTANCE FROM ANY POINT WITHIN THE AREA DEFINED AS SCOPE OF WORK PER THESE PLANS. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR. 20. ALL EMERGENCY LIGHTING SOURCES SHALL EMIT A MINIMUM VALUE OF ONE FOOT CANDLE MEASURED AT FLOOR LEVEL. 21. PROVIDE EMERGENCY NOTIFICATION SYSTEM FOR THE HEARING AND VISUAL IMPAIRED PER A.D.A. REQUIREMENTS. GENERAL NOTE: PASSENGER ELEVATORS SHALL BE ACCESSIBLE. ELEVATORS REQUIRED TO BE ACCESSIBLE SHALL BE DESIGNATED AND CONSTRUCTED TO COMPLY WITH CBC 2022 SECTION 11B-407 AND WITH ASME A17.1, SAFETY CODE FOR ELEVATORS AND ESCALATORS. NOTES: 1. ALL VERTICAL DIMENSIONS ARE SHOWN FROM FINISH FLOOR TO LOCATION SHOWN. 2. THE THERMOSTAT AND CARD READERS SHALL BE LOCATED SO THAT THE TOP OF THE OUTLET BOX IS NO MORE THAN 48" NOR LESS THAN 15" TO THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISHED FLOOR (2022 CBC 11B-308.2.1). SITE LOCATION 1ST FLOOR 2ND FLOOR SCOPE OF WORKSCOPE OF WORK N 1ST & 2ND FLOOR PLUMBING ENGINEER: VISION CONSULTING SERVICES 30501 AGOURA RD., SUITE 150 AGOURA HILLS, CA 91301 CONTACT: BRANDON PULLEN PHONE: 805-584-9719 EMAIL: BRANDONP@VISIONMEP.COM ELECTRICAL ENGINEER: VISION CONSULTING SERVICES 30501 AGOURA RD., SUITE 150 AGOURA HILLS, CA 91301 CONTACT: BRANDON PULLEN PHONE: 805-584-9719 EMAIL: BRANDONP@VISIONMEP.COM 3. EXISTING LIFE-SAFETY SYSTEMS TO BE MODIFIED EXISTING FIRE/LIFE SAFETY SYSTEM IS TO BE MODIFIED TO COMPLY TO CURRENT FIRE/LIFE SAFETY STANDARDS. REFER TO ELECTRICAL ENGINEER DRAWING FOR SCOPE OF WORK. 4. CODE COMPLIANCE THE PROJECT SHALL COMPLY WITH CODES, ORDINANCES, OR LAWS HAVING JURISDICTION ON THE PROJECT. WHICH INCLUDE, BUT ARE NOT LIMITED TO: 2022 CALIFORNIA BUILDING CODE - ( PART 2, TITLE 24, CCR ) 2022 CALIFORNIA ELECTRICAL CODE- ( PART 3, TITLE 24, CCR ) 2022CALIFORNIA MECHANICAL CODE- ( PART 4, TITLE 24, CCR ) 2022 CALIFORNIA PLUMBING CODE- ( PART 5, TITLE 24, CCR ) 2022 CALIFORNIA FIRE CODE- (PART 9, TITLE 24, CCR ) 2022 CALIFORNIA BUILDING STANDARDS CODE ( PART 12, TITLE 24, CCR ) SANTA ANA MUNICIPAL CODE 5. SEPARATE PERMITS INCLUDE SEPARATE PERMITS FOR PLATFORM LIFT, MEZZANINE CATWALK, EXTERIOR CANOPIES, FIRE SPRINKLERS, AND FIRE ALARM 6. DEFERRED SUBMITTALS INCLUDE DEFERRED SUBMITTAL FOR ACCESSIBILITY SITE IMPROVEMENTS, SUBMIT TO RUN CONCURRENTLY. 7. STRUCTURAL OBSERVATION & INSPECTION STRUCTURAL OBSERVATION AND INSPECTION WILL BE REQUIRED REFER TO SHEET S-1.1 FOR MORE INFORMATION. STRUCTURAL DRAWINGS S1.1 GENERAL NOTES S1.1.1 GENERAL NOTES S1.2 TYPICAL FOUNDATION DETAILS S1.3 TYPICAL STEEL DETAILS S1.3.1 TYPICAL STEEL DETAILS S1.3.2 TYPICAL OPENING DETAILS S1.4 TYPICAL INTERIOR METAL STUD DETAILS S2.1A FIRST FLOOR AND FOUNDATION PLAN S2.1B FIRST FLOOR AND FOUNDATION PLAN S2.2A SECOND FLOOR FRAMING PLAN S2.2B SECOND FLOOR FRAMING PLAN S2.3A ROOF FRAMING PLAN S2.3B ROOF FRAMING PLAN S3.1 SECTIONS AND DETAILS S3.1.1 SECTIONS AND DETAILS MECHANICAL DRAWINGS M-0.1 LEGENDS, NOTES, INDEX, AND ABBREVIATIONS M-0.2A TITLE-24 COMPLIANCE REPORT M-0.2B TITLE-24 COMPLIANCE REPORT M-0.2C TITLE-24 COMPLIANCE REPORT M-0.2D TITLE-24 COMPLIANCE REPORT M-0.3 SCHEDULES M-0.4 DETAILS M-0.5 DETAILS M-0.6 SPECIFICATIONS M-2.1A 1ST FLOOR ZONING PLAN M-2.1B 1ST FLOOR ZONING PLAN M-2.2 2ND FLOOR ZONING PLAN M-3.1A 1ST FLOOR HVAC PLAN M-3.1B 1ST FLOOR HVAC PLAN M-3.2 2ND FLOOR HVAC PLAN M-3.3 ROOF HVAC PLAN M-4.1A 1ST FLOOR HOT WATER PIPING PLAN M-4.2B 1ST FLOOR HOT WATER PIPING PLAN M-4.2 2ND FLOOR HOT WATER PIPING PLAN ELECTRICAL DRAWINGS E-0.1   ELECTRICAL LEGEND, NOTES AND ABBREVIATIONS E-0.2A   TITLE 24 INDOOR LIGHTING COMPLIANCE FORMS E-0.2B  TITLE 24 INDOOR LIGHTING COMPLIANCE FORMS E-0.2C   TITLE 24 INDOOR LIGHTING COMPLIANCE FORMS E-0.3   GENERAL ELECTRICAL SPECIFICATIONS E-0.4A  ELECTRICAL DETAILS E-0.4B  ELECTRICAL DETAILS E-1.1   ELECTRICAL SINGLE LINE DIAGRAM E-1.2A  ELECTRICAL PANEL SCHEDULES E-1.2B  ELECTRICAL PANEL SCHEDULES E-1.2C  ELECTRICAL PANEL SCHEDULES E-2.0A 1ST FLOOR DEMOLITION PLAN E-2.0B 1ST FLOOR DEMOLITION PLAN E-2.1A  POWER PLAN- 1ST FLOOR E-2.1B  POWER PLAN- 1ST FLOOR E-2.2  POWER PLAN- 2ND FLOOR E-3.1A  LIGHTING PLAN - 1ST FLOOR E-3.1B  LIGHTING PLAN - 1ST FLOOR E-3.2  LIGHTING PLAN - 2ND FLOOR E-4.1A  MECHANICAL POWER PLAN - 1ST FLOOR E-4.1B  MECHANICAL POWER PLAN - 1ST FLOOR E-4.2  MECHANICAL POWER PLAN - 2ND FLOOR E-4.3  ROOF POWER PLAN PLUMBING DRAWINGS P-0.1A PLUMBING LEGEND, NOTES, INDEX, AND ABBREVIATIONS P-0.1B PLUMBING SCHEDULES & CODE COMPLIANCE FORMS P-0.2 PLUMBING DETAILS P-0.3 PLUMBING SPECIFICATIONS P-1.1A 1ST FLOOR PLUMBING DEMOLITION PLAN P-1.1B 1ST FLOOR PLUMBING DEMOLITION PLAN P-1.1C 1ST FLOOR PLUMBING DEMOLITION PLAN P-1.1D 1ST FLOOR PLUMBING DEMOLITION PLAN P-1.2 2ND FLOOR PLUMBING DEMOLITION PLAN P-1.3 1ST FLOOR PLUMBING NEW PLAN P-2.1A PLUMBING NEW PLAN - 1ST FLOOR P-2.1B PLUMBING NEW PLAN - 1ST FLOOR P-2.2 PLUMBING NEW PLAN - 2ND FLOOR P-2.3 PLUMBING SITE PLAN B B B B NOTE: BUILDING/SUITE/UNITE SHALL NOT BE OCCUPIED UNTIL PERMIT FOR SITE ACCESSIBILITY IS ISSUED AND FINALED. B STRUCTURAL ENGINEER FOR RECORD: RICHARD A. DAOUD, SE PRINCIPAL MELQART, INC. 714 W OLYMPIC BLVD., SUITE 617 LOS ANGELES, CA 90015 OFFICE: 213-590-6119 CELL: 909-374-4339 EMAIL: RICHARD.DAOUD@MELQARTINC.COM B B B B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L,CENSE ARC ,EC S AE O CAL,ORN,A Bldg# 101118387 Elec# 20182190 Plmg# 30146952 Mech# 40138878 APPROVALS: PLNG - FArias BLDG - CSG Consultants POLICE - BMartin ELEC - CSG Consultants PLMG - CSG Consultants MECH - CSG Consultants 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 GENERAL NOTES A-0.2 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 01 00 00 GENERAL REQUIREMENTS 01 11 00 - SUMMARY OF WORK 1 TENANT IMPROVEMENT WORK ON ±72,946 SQ. FT. OF THE TOTAL FIRST AND SECOND FLOOR AREA. SCOPE OF WORK INCLUDES NEW WALLS, POWER, LIGHTING, FINISHES FOR THE INTERIOR PORTION OF THE PROJECT, AND RENOVATING AN EXISTING CMU ENCLOSURE FOR A NEW DOG KENNEL AREA. SCOPE ALSO INCLUDES STRUCTURAL, MECHANICAL, AND ELECTRICAL WORK. ADDITIONAL EXTERIOR SITE IMPROVEMENTS WILL BE PART OF A SEPARATE PERMIT. 2 THE AMERICAN INSTITUTE OF ARCHITECTS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA FORM A-201 CURRENT EDITION, SHALL APPLY TO ALL WORK IN THIS CONTRACT, EXCEPT AS SPECIFICALLY MODIFIED BELOW AND/OR BY THE OWNER/CONTRACTOR AGREEMENT. 3 THE GENERAL CONTRACTOR SHALL NOTIFY SHLEMMER+ALGAZE+ASSOCIATES (SAA) IMMEDIATELY IF HE CANNOT COMPLY WITH ALL WORK CALLED FOR ON THESE DRAWINGS. 4 THE GENERAL CONTRACTOR SHALL NOTIFY SAA IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS BETWEEN THE DRAWINGS, THESE NOTES, AND FIELD CONDITIONS BEFORE COMMENCING ANY WORK AND REQUEST CLARIFICATION. 5 ALL SAA DRAWINGS AND ALL CONSTRUCTION NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS. 6 INSURANCE AND BONDING FOR THE PROJECT SHALL BE AS DIRECTED BY AND TO THE SATISFACTION OF THE OWNER, AND AS REQUIRED IN THE OWNER-CONTRACTOR AGREEMENT. 01 23 00 - ALTERNATES 1 ALL ASSEMBLIES OR DETAILS MARKED AS ALTERNATES TO BASE REQUIREMENTS SHALL BE PRICED INDIVIDUALLY. NOTE THAT ALTERNATES MAY BE EITHER ADDITIVE OR DEDUCTIVE. BID FORM SHALL ITEMIZE ALL ALTERNATES. 01 25 00 - SUBSTITUTION PROCEDURES 1 THE GENERAL CONTRACTOR SHALL HAVE TEN WORKING DAYS FROM AWARD OF THE CONTRACT TO SUBMIT SUBSTITUTIONS, ON FORM APPROVED BY SAA, OF SPECIFIED PRODUCTS OR WORK FOR REVIEW BY SAA. CONTRACTOR SHALL INCLUDE CUT SHEETS WITH SPECIFICATIONS AND REASONS FOR SUBSTITUTION. SAA SHALL RESPOND IN TEN WORKING DAYS FROM RECEIPT OF SUBMITTAL AS TO ACCEPTANCE OR REJECTION OF PROPOSED SUBSTITUTION. NO REQUEST FOR SUBSTITUTIONS SHALL BE REVIEWED OR ACCEPTED AFTER THE INITIAL TIME LIMIT HAS PASSED. 01 26 00 - CONTRACT MODIFICATION PROCEDURES 1 THE OWNER WITHOUT INVALIDATING THE CONTRACT MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK. THE CONTRACT SUM SHALL BE ADJUSTED ACCORDINGLY. ALL SUCH WORK SHALL BE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT EXCEPT THAT ANY CLAIM FOR EXTENSIONS OF TIME CAUSED THEREBY SHALL BE ADJUSTED AT THE TIME OF ORDERING SUCH CHANGE. 2 IF THE GENERAL CONTRACTOR DETERMINES THAT ANY REVISION TO DRAWINGS INVOLVE EXTRA COST UNDER THIS CONTRACT, HE SHALL GIVE SHLEMMER+ALGAZE+ASSOCIATES WRITTEN NOTICE THEREOF WITHIN A REASONABLE AMOUNT OF TIME AFTER RECEIPT OF SUCH INSTRUCTIONS. THE REQUEST SHALL INCLUDE A COMPLETE DESCRIPTION OF THE WORK BEING PERFORMED, LOCATION OF THE WORK, MATERIALS BEING USED, AND ANY OTHER COSTS. BEFORE PROCEEDING TO EXECUTE THE WORK, THE PROCEDURE SHALL BE AS PROVIDED FOR IN THE OWNER-CONTRACTOR AGREEMENT. NO EXTRA COSTS SHALL BE VALID UNLESS APPROVED IN WRITING BY THE OWNER AND ARCHITECT. UNLESS OTHERWISE AGREED, NO PAYMENT WILL BE MADE WITHOUT WRITTEN APPROVAL. 01 29 00 - PAYMENT PROCEDURES 1 THE GENERAL CONTRACTOR SHALL SUBMIT ALL APPLICATIONS FOR PAYMENT TO THE OWNER OR OWNER DESIGNATED AGENT FOR REVIEW AND APPROVAL. THE FORM OF THE APPLICATION FOR PAYMENT SHALL BE AIA DOCUMENT G702, SUPPORTED BY AIA DOCUMENT G702A CONTINUATION SHEET. A 10% RETAINAGE OF EACH APPLICATION FOR PAYMENT SHALL BE WITHHELD BY THE OWNER UNTIL RELEASE OF FINAL PAYMENT UNLESS NOTED OTHERWISE IN THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR. 01 31 00 - PROJECT MANAGEMENT AND COORDINATION 1 INTENT OF THE DRAWINGS IS TO SHOW EXISTING BUILDING CONDITIONS WITH INFORMATION DEVELOPED FROM AVAILABLE DOCUMENTS. CONTRACTOR SHALL MAKE A DETAILED SURVEY OF EXISTING CONDITIONS PERTAINING TO THE WORK BEFORE COMMENCING ANY DEMOLITION OR NEW CONSTRUCTION. THE CONTRACTOR SHALL REPORT DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE ARCHITECT. 2 LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. DETAILS TAKE PRECEDENCE OVER ALL. NOTIFY ARCHITECT OF CONFLICTS OR DISCREPANCIES IN WRITING. 3 DIMENSION CONVENTIONS: A)HORIZONTAL DIMENSIONS ARE SHOWN FROM FACE OF FINISH, UNLESS OTHERWISE NOTED. B)DIMENSIONS NOTED "CLEAR" OR "CLR." MUST BE PRECISELY MAINTAINED: ALLOWING FOR THICKNESS OF MATERIALS. C)DIMENSIONS ARE NOT ADJUSTABLE WITHOUT ARCHITECT'S APPROVAL, UNLESS NOTED. D)DIMENSIONS TO EXTERIOR WINDOW WALL ARE TO INSIDE FINISHED FACE OF THE WALL, UNLESS OTHERWISE NOTED. E)DIMENSIONS TO EXTERIOR GLAZING ARE TO THE INSIDE FACE OF THE EXTERIOR GLAZING. F)VERTICAL DIMENSIONS ARE FROM THE TOP OF THE FINISHED FLOOR, UNLESS OTHERWISE NOTED. G)DO NOT SCALE DRAWINGS. IF ANY ITEM OF WORK CANNOT BE LOCATED, DO NOT PROCEED WITH THE WORK BEFORE CLARIFYING WITH ARCHITECT. H)VERIFY DIMENSIONS MARKED "V.I.F." PRIOR TO START OF CONSTRUCTION. REPORT INCONSISTENCIES TO ARCHITECT. 4 DEFINITION OF TERMINOLOGY: I)"TYPICAL" MEANS IDENTICAL FOR ALL CONDITIONS, UNLESS OTHERWISE NOTED. J)"SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. K)"PROVIDE" MEANS FURNISH AND INSTALL, COMPLETE AND IN PLACE. L)"FURNISH" MEANS FURNISH ONLY, INSTALLATION BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. M)"INSTALL" MEANS PUT INTO PLACE, SUPPLIED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. N)"ALIGN" MEANS ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. 5 BEFORE SUBMITTING A PROPOSAL, ALL CONTRACTORS SHALL VISIT THE PREMISES, FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF THE WORK AND THE DIFFICULTIES THAT ATTEND TO ITS EXECUTION. CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENT AND MAKE THE OWNER AWARE OF REQUIRED ITEMS THAT ARE MISSING FROM THE CONSTRUCTION DOCUMENTS. IF REQUIRED ITEMS ARE MISSING, THE CONTRACTOR SHALL BRING THESE ITEMS TO THE ATTENTION OF THE OWNER DURING THE BIDDING PERIOD. 6 THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIAL REQUIRED FOR DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. 7 CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AS IT RELATES TO THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS. VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS. WRITTEN DIMENSIONS GOVERN, DO NOT SCALE DRAWINGS. 8 THE GENERAL CONTRACTOR SHALL PROVIDE TO ALL SUBCONTRACTORS COMPLETE SETS OF WORKING DRAWINGS OR ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE NOT AVAILABLE TO SUBCONTRACTOR. 9 MANUFACTURERS NAME, TRADEMARK, LOGOS, ETC., SHALL NOT BE VISIBLE TO THE PUBLIC. 10 ALL FINISH CONTRACTORS TO FIELD VERIFY SIZE OF ROOMS AND WALLS PRIOR TO PLACING ORDERS OR SUBMITTING BIDS. 11 THESE DRAWINGS ARE FOR DESIGN INTENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY SITE CONDITIONS, AND INFORM SAA OF ANY CONFLICTS OR ANY ADDITIONAL WORK NECESSARY TO PROVIDE A COMPLETE FINISHED PROJECT, PRIOR TO SUBMITTING BIDS. 12 ARCHITECTURAL DOCUMENTS SUPERSEDE ENGINEERING DRAWINGS. IN THE EVENT A DISCREPANCY OCCURS THAT HAS AESTHETIC RAMIFICATIONS, CONTACT THE ARCHITECT FOR CLARIFICATION. 13 THE GENERAL CONTRACTOR SHALL VERIFY SIZE, ELECTRICAL REQUIREMENTS, LOCATION AND CHARACTERISTICS OF ALL WORK AND/OR EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS, WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF RELATED WORK. 14 THE GENERAL CONTRACTOR AGREES TO PAY ALL TRANSPORTATION CHARGES ON ALL MATERIAL OR EQUIPMENT TO THE POINT OF USE, AND SHALL BE RESPONSIBLE FOR ALL UNLOADING, CHECKING AND STORING OF SAME IN CONNECTION WITH THIS CONTRACT. OWNER WILL ONLY PAY FOR INSTALLED PRODUCTS AND EQUIPMENT. 01 32 00 - CONSTRUCTION PROGRESS DOCUMENTATION 1 PRIOR TO BEGINNING ANY WORK THE GENERAL CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE SHOWING THE CHRONOLOGICAL PHASE OF HIS WORK AND ALL RELATED WORK FOR THE COMPLETION OF THE PROJECT. THIS SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIMES, LENGTH OF TIME FOR EACH PHASE, ITS START AND COMPLETION, WITH A PROJECTED COMPLETION DATE. CONTRACTOR TO VERIFY AVAILABILITY OF ALL PRODUCTS SPECIFIED AND NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES WITH PROJECT COMPLETION DATE. PRODUCTS MAY REQUIRE A LONG LEAD TIME. CONTRACTOR SHALL TAKE INTO ACCOUNT IN HIS SCHEDULE ALL LONG LEAD ITEMS, AND PLAN ACCORDINGLY SO AS TO NOT DELAY COMPLETION OF THE PROJECT. 2 THE GENERAL CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF THE WORK EFFORT FOR ALL SUBCONTRACTORS, CRAFTSMAN AND TRADESMAN REQUIRED TO COMPLETE THE JOB. 3 THE CONTRACTOR SHALL CONTACT THE BUILDING MANAGEMENT TO DETERMINE THE REQUIREMENTS OF THE BUILDING OWNER TO DETERMINE WHEN AND HOW DELIVERIES CAN BE MADE (SEE BELOW), WHAT PHASES OF CONSTRUCTION CAN BE DONE ON REGULAR OR OVERTIME, AND IN GENERAL ANY SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THEIR WORK (IF OVERTIME WORK IS REQUIRED BY ANY TRADE, APPROVAL MUST BE OBTAINED PRIOR TO THE EXECUTION OF ANY WORK INCLUDING COST). THE GENERAL INTENT IS THAT ALL CONSTRUCTION WORK SHALL BE DONE ON REGULAR TIME EXCEPT FOR NOISE GENERATING CONSTRUCTION. 4 CONTRACTOR SHALL MAKE ALL REQUIRED ARRANGEMENTS FOR DELIVERY OF EQUIPMENT AND/OR MATERIALS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THE RULES AND REGULATIONS GOVERNING WORK ON THE PREMISES, INCLUDING THE FOLLOWING: A) DATE AND TIME OR DELIVERY SHALL BE ESTABLISHED IN CONJUNCTION WITH THE PERSON HAVING JURISDICTION OVER PREMISES. OVERTIME CHARGES AND/OR ANY NECESSARY EXPENSE SHALL BE PAID BY CONTRACTOR. B)BUILDING CONDITIONS, INCLUDING SIZE AND LOADING CAPACITY OF ELEVATORS, SIZE OF DOORWAYS, CORRIDORS, WINDOW OPENINGS, ETC., SHALL BE CHECKED BY THE CONTRACTOR BEFORE DELIVERY TO ASSURE ITEMS WILL FIT INTO SPACE. C)ALL CHARGES INVOLVING THE INSTALLATION AND/OR OPERATION OF A HOIST SYSTEM, IF REQUIRED, SHALL BE BORNE BY THE CONTRACTOR. CHARGES INVOLVING THE TEMPORARY REMOVAL AND REINSTALLATION OF WINDOW SASH AND/OR FIXED PANELS REQUIRED FOR DELIVERY SHALL BE BORNE BY THE CONTRACTOR. 5 THE GENERAL CONTRACTOR, HIS SUBCONTRACTOR AND ANY OTHER CONTRACTOR INVOLVED IN THIS PROJECT SHALL TAKE NOTE THAT ANY COST CAUSED BY DEFECTIVE OR ILL-TIMED WORK AS A RESULT OF, BUT NOT LIMITED TO INFERIOR WORKMANSHIP OR MATERIALS, IMPROPER SCHEDULING OR DELINQUENT ORDERING SHALL BE BORNE BY THE PARTY RESPONSIBLE THEREFORE. 6 WHERE SPECIAL ITEMS REQUIRE EXTENDED LEAD TIME PREVENTING INSTALLATION BY PROJECTED MOVE IN DATE, CONTRACTOR IS TO PROPOSE AN AVAILABLE ALTERNATE FOR APPROVAL BY SAA AND OWNER AS WELL AS TO PREPARE PRICING FOR POSSIBLE TEMPORARY ASSEMBLIES. 01 33 00 - SUBMITTAL PROCEDURES 1 THE GENERAL CONTRACTOR SHALL PROVIDE SUBMITTALS FOR REVIEW AND APPROVAL BY SAA. CONTRACTOR SHALL SUBMIT THREE (3) SAMPLES OF THE SPECIFIED MATERIALS. SUBMITTALS SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: 9” X 12” BRUSH-OUT SAMPLES OF ALL PAINT COLORS SPECIFIED, SAMPLES OF ALL CARPETS, ALL SPECIFIED FLOOR AND BASE MATERIALS, SAMPLES OF ALL WALL FINISHES, SAMPLES OF SPECIFIED CABINET FINISHES, SAMPLES OF CEILING GRID AND CEILING TILE, CUTSHEETS OF LIGHTING FIXTURES, DOOR/FRAME AND BUILDERS HARDWARE, CASEWORK SHOP DRAWINGS, CASEWORK HARDWARE SUBMITTALS, AND ANY OTHER MATERIALS SPECIFIED. 2 THE GENERAL CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS AND EQUIPMENT/FIXTURE CUTSHEETS TO SAA FOR REVIEW. CONTRAQCTOR SHALL PROVIDE THREE (3) COPIES. SAA SHALL HAVE TEN (10) WORK DAYS FOR SHOP DRAWING REVIEW TURNAROUND TIME FROM DATE OF RECEIPT. ALL SHOP DRAWINGS AND CUTSHEETS MARKED "REVIEWED" SHALL SUPERSEDE ORIGINAL DRAWINGS IN DESIGN APPEARANCE ONLY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ERRORS IN THEIR DRAWINGS. 3 THE USE OF THE WORDS "PROVIDE" OR "PROVIDED" IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO MEAN, UNLESS OTHERWISE NOTED, THAT WHICH SHALL BE FURNISHED AND INSTALLED, AND CONNECTED WHERE SO REQUIRED. 4 WHERE THE TERMS “NO EXCEPTION”, "APPROVED EQUAL", "OTHER APPROVED", "EQUAL TO", "ACCEPTABLE" OR ANY OTHER GENERAL QUALIFYING TERMS ARE USED IN THESE NOTES, IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO THE SOLE INTERPRETATION AND JUDGMENT OF SAA. 01 35 00 - SPECIAL PROCEDURES - HEALTH, SAFETY 1 SHLEMMER+ALGAZE+ASSOCIATES IS UNAWARE OF ANY EXISTING ASBESTOS WITHIN THE AREA OF NEW WORK. IT IS THE OWNER'S RESPONSIBILITY TO ADVISE THE GENERAL CONTRACTOR & HIS SUBS OF ANY ASBESTOS CONTAINING MATERIAL OR OTHER HAZARDOUS MATERIALS WITHIN THE FACILITY AND TO PROPERLY REMEDIATE. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS REQUIRED BY LAW TO PROTECT ALL WORKERS & OCCUPANTS. NOTIFY THE OWNER IMMEDIATELY IF ANY ASBESTOS CONTAINING MATERIAL IS IDENTIFIED, OR IF ANY HAZARDOUS MATERIAL IS SUSPECTED. 01 35 16 - ALTERATION PROJECT PROCEDURES 1 THE WORK OF THIS PROJECT INCLUDES ALTERATIONS OF THE EXISTING BUILDING TO ACHIEVE THE ARRANGEMENT INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL VISIT THE JOB SITE TO DETERMINE THE EXTENT OF DEMOLITION WORK REQUIRED BY THE CONSTRUCTION ACTIVITIES. THE ARCHITECTURAL DRAWINGS FOR THESE AREAS SHOW THE CHANGES TO BE MADE. THE CONTRACTOR SHALL REVISE, REARRANGE, REROUTE OR REMOVE EXISTING WIRING AND HVAC DISTRIBUTION AS NECESSARY TO ACCOMMODATE THE CHANGES AND ADDITIONS SHOWN AND TO PROVIDE CONTINUING ELECTRICAL AND HVAC SERVICES FOR THOSE EXISTING PORTIONS OF THE PROJECT WHICH ARE TO REMAIN IN OPERATION. 2 THE GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE BUILDING AND ANY ADJOINING PROPERTY OR WORK AND ANY DAMAGE TO SAME, CAUSED BY HIS WORK OR WORKMEN MUST BE MADE GOOD WITHOUT DELAY. ANY COSTS FOR PATCHING AND REPLACING OF DAMAGED WORK SHALL BE BORNE BY THE GENERAL CONTRACTOR. 3 IN AREAS WHERE THERE ARE NO ALTERATIONS INDICATED THE EXISTING FACILITIES SHALL BE RETAINED IN SERVICE. IN CASE OF DOUBT ASSUME THAT THE EXISTING ELECTRICAL WIRING IS TO REMAIN IN OPERATION THROUGHOUT THE CONSTRUCTION PERIOD AND THEREAFTER. 4 THE ALTERATION OF THE EXISTING BUILDING IS WORK OF A COMPLEX NATURE WHICH WILL REQUIRE ACCURATE PLANNING, CAREFUL PREPARATION AND EXECUTION, ATTENTION TO DETAIL AND CLOSE SUPERVISION BY THE CONTRACTOR. THE CONTRACTOR WILL BE REQUIRED TO PERFORM THIS WORK IN FULL COOPERATION WITH THE OTHER CONSTRUCTION TRADES AND SUBJECT TO AN ACCEPTABLE SCHEDULE. 5 ALL WOODWORK, BLOCKING, GROUNDS, ETC. TO BE FIRE RETARDANT TREATED. 6 THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS WORK UNTIL TURNED OVER TO THE CLIENT. 7 THE GENERAL CONTRACTOR SHALL INCLUDE IN HIS ESTIMATE ALL COSTS, (INCLUDING OVERTIME WORK) FOR REMOVAL, NEW INSTALLATION AND REINSTALLATION WORK FOR ANY PLUMBING, CEILING (TAKE-DOWN AND REINSTALLATION), ELECTRICAL, TELEPHONE COMMUNICATIONS EQUIPMENT OR HVAC WORK WITHIN CEILING PLENUM. 8 ALL EXISTING APPURTENANCES NOT BEING REMOVED SHALL BE REFURBISHED WHERE REQUIRED. ANY LOOSE ITEMS TIGHTENED (CEILING EXIT SIGNS, ETC.) AND ANY MISSING PARTS REPLACED BY THE GENERAL CONTRACTOR TO ACHIEVE A FINISHED FIRST CLASS INSTALLATION AND APPEARANCE. 9 ALL REQUIRED EXITS, WAYS OF APPROACH THERETO, AND WAYS OF TRAVEL FROM THE EXIT INTO THE STREET SHALL CONTINUOUSLY BE MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY. 10 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL FIRE EXTINGUISHERS AS REQUIRED BY FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), BY FIRE DEPARTMENT REGULATIONS, AND AS SHOWN ON SAA DRAWINGS. 11 THE GENERAL CONTRACTOR SHALL REPLACE ALL BROKEN OR CRACKED WINDOW GLAZING. ALL WINDOW SASHES SHALL BE INSPECTED BY THE CONTRACTOR AND ALL INOPERABLE CONDITIONS SHALL BE REPAIRED. 12 EACH TRADE SHALL BE RESPNSIBLE FOR PROVIDING AND INSTALLING SEALANTS WHERE SHOWN ON DRAWINGS OR WHERE REQUIRED. 13 PROVIDE STRUCTURAL SUPPORTS AT ALL WALL MOUNTED EQUIPMENT, CABINETS, PLUMBING AND LIGHT FIXTURES. 14 WHERE OPENINGS OCCUR IN EXISTING FIRE RATED AREAS OR PARTITIONS DUE TO EXISTING OR NEW CONDUIT RUNS, DUCTWORK, CABLES, PIPING, ETC., AND/OR WHERE EXISTING FIREPROOFING HAS BEEN REMOVED AS A RESULT OF EXISTING OR NEW CONSTRUCTION WORK, THE GENERAL CONTRACTOR SHALL CLOSE AND/OR PATCH AS REQUIRED ALL OPENINGS TO MATCH IMMEDIATE ADJACENT AREA IN MATERIAL, FINISH AND FIRE RATING. 15 WHERE CONSTRUCTION TO BE REMOVED INTERSECTS CONSTRUCTION TO REMAIN, WORK SHALL INCLUDE ALL ATTACHMENT DEVICES (SHOT PINS, ANCHORS, LAG BOLTS, NAILS, NAILERS, SHIMS, ETC.) REQURIED FOR A SMOOTH AND EVEN TRANSITION. 16 THE GENERAL CONTRACTOR SHALL SURVEY ALL EXISTING FINISHED SURFACES TO INCLUDE CORNER BEADS, STOPS, ETC. FOR CHIPS, CRACKS, HOLES, DAMAGED SURFACES, MARBLE WAINSCOT AND PLASTER CEILING WHENEVER DOOR FRAMES HAVE BEEN REMOVED, AND ANY OTHER DEFECTS CAUSING AN APPEARANCE DIFFERENT FROM A NEW FIRST CLASS FINISHED REPAIRING. GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING DAMAGED FINISHES AND INSTALL NEW SURFACES TO THE SATISFACTION OF SAA. ALL OTHER DAMAGED SURFACES (FINISHED FLOOR SLAB, CONVECTOR ENCLOSURES, ETC.) SHALL BE REPAIRED TO THE SATISFACTION OF SAA. 17 THE GENERAL CONTRACTOR SHALL INSPECT ALL EXISTING PLASTER SURFACES. WHERE, AS A RESULT OF DEMOLITION, EXISTING PLASTER HAS BEEN REMOVED AND NEW FINISHED SURFACES WILL NOT ALIGN WITH EXISTING, CONTRACTOR SHALL INSTALL NEW CORNER BEADS AND STOPS AND ENTIRE SURFACE SHALL BE RE-PLASTERED TO A SMOOTH, FLUSH, ALIGNED SURFACE. 01 40 00 - QUALITY REQUIREMENTS 1 THE CONSTRUCTION NOTES AND/OR DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND THE GENERAL TYPE OF CONSTRUCTION QUALITY DESIRED. THEY ARE INTENDED TO APPLY TO THE FINEST QUALITY OF CONSTRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT. 2 THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES. 3 THE GENERAL CONTRACTOR UPON ACCEPTANCE AND AWARD OF THE CONTRACT ASSUMES FULL RESPONSIBILITY FOR THE CONSTRUCTION, MATERIALS, AND WORKMANSHIP OF THE WORK DESCRIBED IN THESE NOTES AND DRAWINGS, AND WILL BE EXPECTED TO COMPLY WITH THE DESIGN INTENT AS WELL AS ALL OF THE PRINTED AND WRITTEN CONSTRUCTION DOCUMENTS. 01 41 00 - REGULATORY REQUIREMENTS 1 THE GENERAL CONTRACTOR, SUBCONTRACTOR AND ANY TENANTS' CONTRACTORS SHALL SUBMIT CERTIFICATES TO THE BUILDING MANAGER AND OWNER UPON COMPLETION OF WORK, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A)FIREPROOF WOOD TEST REPORT (IF REQUIRED) B)ELECTRICAL, PLUMBING AND AIR CONDITIONING CERTIFICATES ISSUED BY: 1)DEPARTMENT OF WATER SUPPLY, GAS AND ELECTRICITY 2)BOARD OF FIRE UNDERWRITERS 2 PROVIDE CERTIFICATION OF THAT ALL ELECTRICAL, MECHANICAL, AND PLUMBING FIXTURES MEET THE REQUIREMENTS OF TITLE 24 AND CALGREEN. 3 ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF MUNICIPAL, LOCAL OR FEDERAL AND STATE LAWS, AS WELL AS ANY OTHER GOVERNING REQUIREMENTS, WHETHER OR NOT SPECIFIED ON THE DRAWINGS. 4 WHERE THE CONTRACT NOTES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING CODE OR ANY OTHER DEPARTMENT HAVING JURISDICTION OVER THE WORK, THE WORK OF THE MORE STRINGENT NATURE CALLED FOR BY THE CONTRACT, CONSTRUCTION NOTES OR DRAWINGS SHALL BE FURNISHED AND PROVIDED IN ALL CASES. 5 THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LEGALLY REQUIRED APPROVALS AND PERMITS NECESSARY FOR THE EXECUTION AND COMPLETION OF HIS WORK. FORWARD COPIES TO OWNER AND SAA. 01 51 00 - TEMPORARY UTILITIES 1 THE GENERAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY POWER, LIGHTS, WATER, HEAT, AND ANY OTHER TEMPORARY UTILITIES REQUIRED THROUGHOUT THE SPACE UNDER CONSTRUCTION AS REQUIRED TO COMPLETE THE WORK. 01 56 00 - TEMPORARY ENCLOSURES 1 THE GENERAL CONTRACTOR SHALL EXERCISE STRICT DUST CONTAINMENT CONTROL OVER THE JOB TO PREVENT DIRT OR DUST FROM LEAVING THE JOB SITE. 01 57 00 - TEMPORARY CONTROLS 1 "CONSTRUCTION DUST CONTROL": DURING CONSTRUCTION, DUST CONTROL MEASURES SHALL BE REQUIRED. GRADING WILL BE DISCONTINUED DURING FIRST-STAGE SMOG ALERTS AND SUSPENDED DURING PERIODS OF HIGH WINDS (I.E.: OVER 15 MPH). ALL HAULING TRUCKS SHALL HAVE LOADS COVERED OR WETTED AND LOADED BELOW THE SIDEBOARDS TO MINIMIZE DUST. EXERCISE MEASURES TO REMOVE DIRT FROM WHEELED VEHICLES BEFORE ENTERING THE PUBLIC WAY. 01 70 00 - EXECUTION AND CLOSEOUT REQUIREMENTS 1 THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR THE REMOVAL, REPLACEMENT AND RECTIFICATION OF ALL DAMAGED AND DEFECTIVE MATERIAL AND WORKMANSHIP IN CONNECTION WITH THE CONTRACT WORK. HE SHALL REPLACE OR REPAIR AS DIRECTED ALL SUCH DAMAGED OR DEFECTIVE MATERIALS WHICH SHALL APPEAR WITHIN A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. 2 CONTRACT CLOSE-OUT SHALL OCCUR ONLY AFTER THE ARCHITECT HAS PREPARED A PUNCHLIST AND THE PUNCHLIST ITEMS HAVE BEEN CORRECTED. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE OWNER MAINTENANCE AND WARRANTY MANUALS, RELEASE OF LIENS AND RECORD DRAWINGS WITH HIS FINAL APPLICATION FOR PAYMENT. 01 71 33 - PROTECTION OF ADJACENT CONSTRUCTION 1 THE GENERAL CONTRACTOR SHALL PROVIDE A VISQUEEN SEAL FROM FLOOR TO CEILING AT ALL INTERFACES TO PROTECT ADJACENT BUILDING PROPERTY WHILE DEMOLITION AND CONSTRUCTION ARE IN PROGRESS. THIS SEAL IS TO BE KEPT CLOSED AT ALL TIMES. 2 THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROTECT THE PROPERTY OF THE BUILDING OWNER INCLUDING BUT NOT LIMITED TO, WINDOWS, FLOOR AND CEILING TILE, PUBLIC TOILETS, ELEVATORS, DOORS, FRAMES, ELECTRICAL AND AIR CONDITIONING EQUIPMENT, CONVECTOR ENCLOSURES, ETC. 3 THE CONTRACTOR SHALL AT NO TIME DO ANY WORK OR PLACE ANY CONSTRUCTION THAT MAY AFFECT THE OPERATIONS OF OTHER TENANTS, INCLUDING ANY INTERRUPTIONS IN THE SUPPLY OF POWER OR OTHER UTILITIES, WITHOUT FIRST NOTIFYING THE BUILDING OWNER AND OBTAINING PERMISSION FROM THEM TO PROCEED. 01 73 29 - CUTTING AND PATCHING 1 THE GENERAL CONTRACTOR SHALL DO ALL CUTTING, FITTING, AND PATCHING WORK THAT MAY BE REQUIRED TO MAKE ALL PARTS COME TOGETHER PROPERLY AND FIT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER TRADES SHOWN UPON OR REASONABLY IMPLIED BY THE DRAWINGS AND NOTES. 2 THE GENERAL CONTRACTOR SHALL PROVIDE ALL FLOOR CUTOUTS AND PATCHING REQUIRED FOR THE INSTALLATION OF ALL WORK. 3 THE GENERAL CONTRACTOR SHALL METAL LATH OVER ALL NEW CONDUIT CHASES IN MASONRY PARTITIONS. 4 ALL DAMAGED EXISTING AREAS TO REMAIN AND EXISTING AREAS AFFECTED BY DEMOLITION OR NEW CONSTRUCTION WORK SHOWN ON DRAWINGS SHALL BE PATCHED TO MATCH IMMEDIATE EXISTING ADJACENT AREAS IN MATERIALS, FIRE RATING, FINISH AND COLOR UNLESS OTHERWISE NOTED. 5 ALL FIRE PROOFING REMOVED FROM COLUMNS AND BEAMS DURING THE COURSE OF CONSTRUCTION SHALL BE REPLACED WITH THE SAME MATERIAL AND RATING AS THAT WHICH WAS REMOVED. 6 CONTRACTOR TO VERIFY WITH OWNER IF X-RAY IS REQUIRED PRIOR TO CORE DRILLING. X-RAY FLOOR PRIOR TO THE COMMENCEMENT OF ANY FLOOR CORING. AVOID CORING THROUGH ANY EXISTING STEEL REINFORCEMENT. 01 74 00 - CLEANING AND WASTE MANAGEMENT 1 THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS, BOTH FROM HIS OWN FORCES AND OTHER SUBCONTRACTORS, INCLUDING RUBBISH WHICH IS A BY-PRODUCT OF CARPET AND CABINET INSTALLATION, TELEPHONE COMPANY INSTALLATION, ETC. AND PROVIDE FOR ITS REMOVAL FROM THE SITE. 2 AT THE END OF EACH DAY OF CONSTRUCTION OR FINISH WORK, THE CONSTRACTOR AND EACH TRADE SHALL BE RESPONSIBLE FOR REMOVING ANY DEBRIS FROM THE SITE. THE JOB SITE SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, AND SAA UPON COMPLETION OF THE PROJECT BY THE CONTRACTOR. 3 THE EXISTING TO REMAIN, EXISTING RELOCATED OR NEW ITEMS INSTALLED BY THE GENERAL CONTRACTOR IN ADDITION TO BEING AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION SHALL BE THOROUGHLY CLEANED TO THE SATISFACTION OF SHLEMMER+ALGAZE+ASSOCIATES PRIOR TO BEING TURNED OVER TO THE OWNER. 4 THE EXISTING BUILDING TOILET FACILITIES, IF UTILIZED DURING CONSTRUCTION BY CONTRACTOR PERSONNEL, SHALL BE AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION AND ALL DAMAGED OR MALFUNCTIONING ITEMS SHALL BE REPAIRED, REPLACED AND THOROUGHLY CLEANED TO THE SATISFACTION OF SHLEMMER+ALGAZE+ASSOCIATES PRIOR TO BEING TURNED OVER TO THE OWNER. 5 ITEMS THAT ARE TO BE REMOVED AND LATER REINCORPORATED INTO THE PROJECT ARE TO BE CLEANED, STORED, AND REPAIRED IF NECESSARY. SEE SHEETS A1.0 AND A2.0 FOR REUSE OF EXISTING MATERIALS. 01 00 00 GENERAL REQUIREMENTS CONTINUED01 00 00 GENERAL REQUIREMENTS CONTINUED 02 41 00 DEMOLITION 02 41 19.16 - SELECTIVE INTERIOR DEMOLITION 1 THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED IN SAA DRAWINGS OR AS OTHERWISE DIRECTED BY SAA. 2 THE GENERAL CONTRACTOR SHALL FURNISH BUILDING MANAGEMENT AND SAA WITH A COMPLETE INVENTORY LIST OF ALL ITEMS THAT CAN BE REUSED AND/OR STORED IN BUILDING STOCK. 3 THE GENERAL CONTRACTOR SHALL EXECUTE ALL WORK IN COMPLIANCE WITH THE REGULATIONS OF THE AUTHORITY HAVING JURISDICTION OVER THE BUILDING FOR DEMOLITION AND REMOVAL OF DEBRIS, NOISE ORDINANCE, INCLUDING ACCEPTABLE HOURS FOR OVERTIME WORK REQUIRED. 4 ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES EXCEPT ITEMS TO BE REUSED OR RETURNED TO OWNER OR AS OTHERWISE NOTED. 5 THE GENERAL CONTRACTOR SHALL REMOVE FROM PREMISES CONDUITS LEFT AFTER WALL DEMOLITION, INCLUDING SWITCH BOXES, PLATES, BRIDGES OR ANY OTHER TELEPHONE OR ELECTRICAL, INCLUDING WIRING AND EQUIPMENT. 6 IN ALL AREAS WHERE DEMOLITION (REMOVAL OF TILE, CARPETING, PARTITIONS, ETC.) CAUSES ANY UNEVENNESS IN CONCRETE SLAB, THE CONTRACTOR SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW FINISHED FLOORING. 7 DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION, ALL EXISTING EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED. 8 THE GENERAL CONTRACTOR SHALL CUT AND CAP OFF BEHIND FINISH SURFACES ALL PROJECTING PLUMBING, FLOOR ELECTRICAL/TELEPHONE OUTLETS, AND ALL OTHER PROJECTING ITEMS WHICH ARE BEING ABANDONED. 9 UPON COMPLETION OF THE DEMOLITION WORK, THE GENERAL CONTRACTOR SHALL LEAVE ALL AREAS IN A BROOM CLEAN CONDITION. 10 DEMOLITION NOT DESCRIBED HERE BUT NECESSARY FOR THE COMPLETION OF THE WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE DEMOLITION DRAWINGS ARE ISSUED FOR INFORMATION ONLY AND SHOW THE GENERAL EXTENT OF THE DEMOLITION REQUIRED. THESE DRAWINGS DO NOT NECESSARILY SHOW EVERYTHING TO BE REMOVED IN ORDER TO PREPARE THE EXISTING BUILDING ELEMENTS FOR REMODELING OR NEW CONSTRUCTION. THE ARCHITECTURAL DRAWINGS SHOW THE EXISTING PARTITIONS WITH DOORS AND OTHER ITEMS TO REMAIN. 11 ALL REMOVED MATERIAL OTHER THAN ITEMS TO BE SALVAGED OR REUSED SHALL BECOME CONTRACTORS PROPERTY U.O.N., AND SHALL BE REMOVED FROM OWNER'S PROPERTY. CLEAN UP AND DISPOSE OF DEBRIS PROMPTLY AND CONTINUOUSLY AS THE WORK PROGRESSES. SECURE AND PAY FOR REQUIRED HAULING PERMITS, DUMPING FEES AND CHARGES. 12 ELECTRICAL, MECHANICAL AND PLUMBING ITEMS SHALL BE REMOVED TO THE FURTHEST TERMINATION POINT ON THE FLOOR. REMOVE ALL UNUSED AND DISCONNECTED HVAC, ELECTRICAL, PLUMBING AND PHONE/DATA CABLING ABOVE CEILING AND REMOVE TO THE FURTHEST TERMINATION POINT ON THE FLOOR. COORDINATE EXTENT OF REMOVAL WITH MECHANICAL/ELECTRICAL/PLUMBING DRAWINGS. 13 EXISTING LIGHT FIXTURES, ELECTRICAL OUTLETS, RACEWAY AND WIRING ETC. WILL BE REMOVED AS NOTED PER ARCHITECTURAL AND ELECTRICAL DEMOLITION DRAWINGS. 14 REMOVE ALL FIRE DAMPERS IN EXISTING DUCTWORK WHERE FIRE RATED WALLS ARE DEMOLISHED. REMOVE ALL FIRE DAMPERS THAT ARE NOT CODE COMPLIANT.REPLACE ANY FIRE DAMPERS WHERE DAMPERS WILL NEED TO BE UPGRADED TO MEET CURRENT CODE REQUIREMENTS AND RATED WALL IS SCHEDULED TO REMAIN. 15 THERMOSTATS AND PNEUMATIC LINES SHALL BE REMOVED GENTLY AND COILED BACK TO THE DEVICE THEY CONTROL AND LEFT IN PLACE. ALL OTHER THERMOSTATS SHALL BE REMOVED AND RETURNED TO BUILDING OWNER. 16 UPON REMOVAL OF THE EXISTING CEILING, THAT PORTION OF THE EXISTING MECHANICAL SYSTEM DESIGNATED TO BE RE-USED WILL BE EVALUATED BY THE ENGINEER. IF THE EXISTING MECHANICAL SYSTEMS ARE FOUND TO BE ACCEPTABLE FOR RE-USE, THEN THE EXISTING MAIN DUCT, VAV BOXES, PNEUMATIC CONTROL TUBING ETC. SHALL REMAIN AND SHALL BE PROTECTED TO AVOID DAMAGE TO EXISTING HVAC EQUIPMENT DURING DEMOLITION. 17 CONTRACTOR TO VERIFY THAT ALL EXISTING LIGHT FIXTURES NOT BEING REUSED SHALL BE RETURNED TO BUILDING OWNER. 18 THE EXISTING FIRE SPRINKLER SYSTEM SHALL REMAIN IN PLACE (ONLY DURING DEMOLITION). ALL OTHER FIRE/LIFE SAFETY EQUIPMENT SHALL BE LEFT IN PLACE. IF A STRUCTURE HOLDING A DEVICE IS REMOVED, THE CONTRACTOR SHALL SUPPORT THE FIRE/LIFE SAFETY DEVICE IN A MANNER THAT DOES NOT IMPAIR ITS FUNCTION IN ANYWAY. 19 REMOVE ALL DATA/TELE CABLING IN CEILING BACK TO POINT OF ORIGINATION. (UNLESS OTHERWISE INSTRUCTED) CONTRACTOR TO VERIFY WITH OWNER'S CABLING VENDOR. 20 ABANDONED PLUMBING LINES AND DRAINS TO BE REMOVED BACK TO POINT OF ORIGINATION AS REQUIRED FOR NEW WORK. 21 MAINTAIN FULLY CHARGED FIRE EXTINGUISHERS READILY AVAILABLE DURING ALL DEMOLITION OPERATIONS 06 00 00 WOOD, PLASTICS AND COMPOSITES 06 41 00 - ARCHITECTURAL WOOD CASEWORK 1 REFER TO THE “GENERAL NOTES AND INFORMATION SHEETS” FOR ADDITIONAL NOTES. 2 CONTRACTOR TO SUBMIT COMPLETE SHOP DRAWINGS FOR APPROVAL AND VERIFY ALL DIMENSIONS IN THE FIELD BEFORE FABRICATION. CONFIRM ALL MATERIALS AND FINISHES ON SHOP DRAWINGS. SUBMIT (4) 9”X9” SAMPLES OF EACH FINISH FOR APPROVAL. CONTRACTOR SHALL SUBMIT MSDS SHEETS, SIGNED ATTESTATIONS OR OTHER OFFICIAL LITERATURE FROM MANUFACTURER FOR ALL ADHESIVES AND SEALANTS USED ON THE PROJECT. ALL JOINTS, CORNERS AND EDGES ARE TO BE DETAILED IN INDIVIDUAL DETAILS. ALL DIMENSIONS, CRITICAL OR OTHERWISE, ARE TO BE CALLED OUT ON THE SHOP DRAWINGS. SHLEMMER+ALGAZE+ASSOCIATES WILL NOT REVIEW DRAWINGS WHICH ARE INCOMPLETE AND SHOW MINIMAL DETAILING. ALL CASEWORK, SPECIAL PRODUCTS, AND SPECIAL ASSEMBLIES ARE SUBJECT TO SUBMITTAL AND SHOP DRAWING REVIEW. SHOP DRAWINGS AND SUBMITTAL'S SHALL NOT BE WAIVED UNLESS WRITTEN PERMISSION TO DO SO IS GIVEN BY SHLEMMER+ALGAZE+ASSOCIATES. 3 ALL WOOD VENEERED OR CONVERSION VARNISH FINISHED CASEWORK SHALL BE FABRICATED TO WI PREMIUM GRADE STANDARDS. ALL EXPOSED SURFACES INCLUDING DOORS, TOPS AND BASE SHALL BE VENEERED. CASEWORK SHALL BE BIRCH PLYWOOD STAINED TO MATCH FINISH VENEER. 06 00 00 WOOD, PLASTICS AND COMPOSITES CONT. 4 ALL PLASTIC LAMINATE MILLWORK TO BE FABRICATED TO WI CUSTOM GRADE STANDARDS. ALL EXPOSED SURFACES TO BE LAMINATE. CASEWORK AT WHITE LAMINATE TO BE 5/8” WHITE KORTRON. CASEWORK AT COLORED LAMINATE SHALL BE 5/8” BLACK KORTRON. 5 COORDINATE LOCATIONS AND PROVIDE METAL BACKING AT WALL FRAMING FOR ALL WALL-MOUNTED CASEWORK. ALL "INSTALLED" CABINETS SHALL BE SCRIBED TO WALL OR CEILING. CABINET CONTRACTOR TO CHECK JOB PROGRESS AND COORDINATE WITH OTHER TRADES INVOLVED. REFER TO DRAWING DETAILS FOR BACKING SUPPORT OF WALL HANGING ITEMS. 6 CONTRACTOR SHALL SUPPLY AND INSTALL ALL NECESSARY HARDWARE REQUIRED BY THE SPECIFICATIONS OR INTENT OF THE DESIGN. SUBMIT TO SAA FOR APPROVAL CUT SHEETS OF ALL CABINET HARDWARE AND SAMPLES OF ALL PULLS AND KNOBS PRIOR TO FABRICATION. 7 CONTRACTOR TO PROTECT CASEWORK DURING DELIVERY AND TAKE NECESSARY PRECAUTIONS TO ENSURE THAT INSTALLATION OF CASEWORK AND FINISH CARPENTRY WILL NOT BE DAMAGED BY OTHER CONSTRUCTION WORK. 8 COMPOSITE WOOD AND AGRIFIBER PRODUCTS, INCLUDING CORE MATERIALS, SHALL NOT CONTAIN ANY UREAFORMALDEHYDE RESINS. 9 LAMINATE ADHESIVES USED TO FABRICATE CASEWORK ON-SITE AND SHOP APPLIED ASSEMBLIES CONTAINING THESE LAMINATE ADHESIVES SHALL NOT CONTAIN ANY UREAFORMALDEHYDE. 10 ALL ADHESIVES AND SEALANTS USED FOR MILLWORK, PANELING, OR VENEERING SHALL BE LOW VOC AND MUST NOT EXCEED THE VOC CONTENT LIMITS OF SCAQMD RULE #1168 REQUIREMENTS IN EFFECT ON JANUARY 1, 2011. 11 AEROSOL ADHESIVES SHALL MEET REQUIREMENTS EQUAL TO GREEN SEAL STANDARD GC-36 IN EFFECT JANUARY 1, 2011. 12 THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK WITH THAT OF THE CABINET CONTRACTOR. 13 ALL CABINET FINISHES SHALL BE AS NOTED ON THE DETAILED DRAWINGS. 14 THE CABINET CONTRACTOR SHALL PROVIDE RUBBER BUMPERS ON ALL WOOD DOORS. 15 WHERE MEMBERS ARE MITERED OR BUTTED, THEY SHALL BE JOINED AND SECURED IN A MANNER TO INSURE AGAINST THE JOINT OPENING. 16 ALL FINISHED WORK SHALL, AS FAR AS PRACTICAL, BE ASSEMBLED AND FINISHED IN THE SHOP AND DELIVERED TO THE BUILDING READY TO ERECT IN PLACE. 17 WHERE FILES ARE SHOWN AS BEING SET INTO CABINET WORK, THE CABINET CONTRACTOR SHALL SET AND BOLT ALL FILES TOGETHER. 18 THE GENERAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF THE CASEWORK, STONE, OR OTHER SPECIALTIES CONTRACTORS. 19 ALL CASEWORK SHOWN SHALL HAVE PLASTIC LAMINATE TOPS, UNLESS OTHERWISE NOTED. 20 SHELVES AND SEMI-EXPOSED SURFACES, INCLUDING DRAWER INTERIORS, SHALL BE FINISHED WITH A MELAMINE CABINET LINER OF A UNIFORM COLOR THROUGHOUT. 21 ADJUSTABLE METAL SHELF STANDARDS SHALL BE DAPPED OR DRILLED INTO THE SIDES OF CABINETS, UNLESS OTHERWISE NOTED. 06 20 00 - FINISH CARPENTRY 1 WOOD BASE SHALL, IN ALL CONDITIONS, BE INSTALLED RECESSED AND MATCH THE COLOR OF THE ADJACENT WALL, U.O.N. GENERAL CONTRACTOR TO CONFIRM WITH ARCHITECT COLOR IF NOT SPECIFIED ON DRAWINGS AND SUBMIT SAMPLE OF COLORED BASE FOR SAA APPROVAL PRIOR TO PURCHASE AND INSTALLATION. 08 00 00 OPENINGS 08 10 00 - DOORS AND FRAMES 1 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL REQUIRED FRAMES AND ASSEMBLIES AS SHOWN ON SHLEMMER+ALGAZE+ASSOCIATES DRAWINGS UNLESS OTHERWISE NOTED. COORDINATE OVERALL DOOR FRAME DEPTHS WITH WALL TYPES. DOOR AND FRAME ASSEMBLY DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION AND INSTALLATION. 2 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL DOORS AS SPECIFIED ON SHLEMMER+ALGAZE+ASSOCIATES DRAWINGS UNLESS OTHERWISE NOTED. 3 DETAILED DOOR SCHEDULES SHALL BE SUBMITTED TO SHLEMMER+ALGAZE+ASSOCIATES FOR REVIEW, AND FABRICATION OF DOORS AND FRAMES SHALL NOT BE COMMENCED UNTIL SUCH REVIEW HAS BEEN RETURNED. 4 THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC) SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10” HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 5 ALL REQUIRED EXIT DOORWAYS SHALL HAVE A MINIMUM 32" CLEAR OPENING WITH THE DOOR AT 90 DEGREES TO THE CLOSED POSITION. DOORWAYS SHALL BE NOT LESS THAN 36" IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. (CBC 2022 1010.1.1) 6 ONE OF A PAIR OF DOORS SHALL MEET THE MINIMUM OPENING WIDTH REQUIREMENTS. 7 LANDINGS OR FLOOR LEVEL AT DOORS SHALL NOT BE MORE THAN 1/2-INCH BELOW THE THRESHOLD. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 1/4-INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL. (CBC 2022 11B-404.2.5) 8 SEE SHEET A-2.0A, A-2.0B & A-2.1 FOR REQUIREMENTS OF DOORS, WINDOWS, AND HARDWARE, I.E. DOOR SCHEDULE, HARDWARE SCHEDULE AND DOOR AND WINDOW DETAILS. 9 TYPICAL DOOR/FRAME CONVENTIONS ARE AS FOLLOWS: a)DIMENSIONS TO EDGE OF DOOR LOCATING DOOR OPENINGS ARE TO INSIDE FACE OF JAMB, UNLESS OTHERWISE NOTED. b)DOOR OPENINGS ARE TO BE LOCATED SO THAT INSIDE FACE OF BUTT SIDE JAMB IS 4" FROM FACE OF PERPENDICULAR WALL AT CORNER, ALLOWING FOR A 90 DEGREE SWING TYPICAL, UNLESS OTHERWISE NOTED. c)SEE SHEET A-2.0A, A-2.0B & A-2.1 FOR SPECIFIC DOOR REQUIREMENTS. 10 UNDERCUT BUILDING STANDARD INTERIOR DOORS AS REQUIRED TO CLEAR FINISHED FLOOR BY 1/4". ALL RATED DOORS SHALL BE ORDERED SO AS TO CLEAR THE FINISHED FLOOR BY 1/4", UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL UNDERCUT ALL NEW AND EXISTING DOORS AS REQUIRED TO ACCOMMODATE ALL FLOOR COVERINGS. VERIFY EXACT THICKNESS OF ALL NEW FLOOR COVERING WITH SHLEMMER+ALGAZE+ASSOCIATES PRIOR TO UNDERCUTTING OF DOORS. 11 ANY GLAZING ON OR WITHIN 24" OF A DOOR SHALL BE TEMPERED. 12 ALL HOLLOW METAL DOORS SHALL BE PROVIDED WITH STEEL FRAMES. 13 EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS AREA, ELECTRICAL ROOMS WITH 800A EQUIPMENT, OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE. 14 EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. (2022 CBC 1010.2). A.EXCEPTION: THIS REQUIREMENT SHALL NOT APPLY TO EXTERIOR EXIT DOORS IN A GROUP "B" OCCUPANCY IF THERE IS A VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". THE LETTERS SHALL BE NOT LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND. THE LOCKING DEVICE MUST BE A TYPE THAT WILL BE READILY DISTINGUISHABLE AS LOCKED. 08 71 00 - DOOR HARDWARE 1 DETAILED HARDWARE SCHEDULES SHALL BE SUBMITTED TO SHLEMMER+ALGAZE+ASSOCIATES FOR REVIEW. HARDWARE ORDER SHALL NOT COMMENCE UNTIL SUCH REVIEW HAS BEEN RETURNED AND ACCEPTED OR ACCEPTED WITH MARKINGS. 2 ALL LOCK SETS SHALL BE CODED AND/OR KEYED IN ACCORDANCE WITH THE BUILDING STANDARD REQUIREMENTS. CODES AND/OR KEYS ARE TO BE DELIVERED TO OWNER PROPERLY TESTED AND/OR TAGGED. THE NUMBER OF MASTER AND PASS KEYS SHALL BE COORDINATED WITH OWNER. BUILDING MASTER KEYS SHALL BE MARKED “DO NOT DUPLICATE”. 3 MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL/PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF THE SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARD. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE AUTHORITY HAVING JURISDICTION, BUT IN ALL CASES SHALL NOT EXCEED 15 POUNDS. 4 LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP OR PINCH THE OPENING HARDWARE. 5 ALL MANUALLY OPERATED EDGE OR SURFACE-MOUNTED FLUSH BOLTS ARE PROHIBITED ON EXIT DOORS. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR KNOB OR SURFACE-MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 6 ALL EXIT DOOR HARDWARE SHALL BE OF AN APPROVED TYPE AND TESTED IN ACCORDANCE WITH PROCEDURES ESTABLISHED BY SFM 33.2 AND SFM 33.3 AS SHOWN IN CHAPTER 2-60 OF TITLE 24. 7 ALL THRESHOLDS SHALL NOT EXCEED 1/2" CHANGE IN ELEVATION WITH A 1:2 BEVEL. (CBC 2022 11B-303.3) 8 PANIC HARDWARE, WHEN INSTALLED, SHALL COMPLY WITH ALL APPLICABLE BUILDING CODE REQUIREMENTS. THE ACTIVATING MEMBER SHALL BE MOUNTED AT A HEIGHT OF NOT LESS THAN 34 INCHES NOR MORE THAN 44 INCHES ABOVE THE FLOOR. THE UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF EXIT TRAVEL. 9 ALL RATED CORRIDOR DOORS SHALL HAVE A THRESHOLD WITH A SMOKE AND DRAFT SEAL AT HEAD AND JAMBS. 09 00 00 FINISHES CONTINUED 5 ALL PARTITIONS SHALL BE SECURELY ANCHORED AS PER MANUFACTURERS SPECIFICATIONS AND AS REQUIRED BY THE STATE AND LOCAL CODES. 6 THE GENERAL CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING FOR ALL WALL PARTITIONS, AND FOR ALL DUCT WORK, RETURN AIR OPENINGS AND GRILL OPENINGS ABOVE AND BELOW HUNG CEILING. THESE OPENINGS ARE TO BE COORDINATED WITH HVAC ENGINEERING DRAWINGS AND THE MECHANICAL CONTRACTORS SHOP DRAWINGS. ALL OPENINGS SHALL BE PROPERLY SEALED FOR SOUNDPROOFING AND VIBRATION. 7 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL ACCESS PANELS AS REQUIRED FOR MECHANICAL, ELECTRICAL AND PLUMBING INSTALLATIONS PER LOCAL BUILDING CODES. LOCATIONS SHALL BE COORDINATED WITH SAA PRIOR TO FINAL INSTALLATION. 8 THE GENERAL CONTRACTOR WILL NOT BE ENTITLED TO A CHANGE ORDER FOR OPENING ANY PARTITIONS BECAUSE OF TELEPHONE INSTALLATION, SECURITY SYSTEMS OR COMPUTER DATA SYSTEMS. 9 SAA SHALL HAVE THE RIGHT TO REVIEW AND APPROVE ALL CHALK LINES PRIOR TO INSTALLATION OF WALL TRACK. SAA IS TO BE NOTIFIED OF ANY REQUIRED DEVIATION FROM CONSTRUCTION DIMENSIONS OR CLEARANCES AS DESIGNATED ON PLAN OR ANY APPARENT CONSTRUCTION CONFLICTS. 10 THE GENERAL CONTRACTOR IS TO VERIFY, PRIOR TO BID, THE RATING OF THE EXISTING PARTITIONS, COLUMNS, ETC. THE GENERAL CONTRACTOR SHALL PROVIDE WALL FURRING AT EXISTING PARTITIONS WITH A RATING OF GREATER THEN 1 HOUR WHERE REQUIRED TO ACCOMMODATE ELECTRICAL OR PLUMBING CONDITIONS AS INDICATED ON THE DRAWINGS. 11 STANDARD DRYWALL STUDS SHALL BE ELECTRO-GALVANIZED STEEL WITH PUNCHED UTILITY OPENINGS AND KNURLED FLANGE WITH AT LEAST 1-1/4" WIDE FLANGE RETURNS. FURNISH 25 GA. STUDS EXCEPT WHERE 20 GAUGE OR HEAVIER IS SHOWN OR REQUIRED ON THE DRAWINGS. 12 GAUGE SPECIFIED ABOVE ARE A MINIMUM, WHERE REQUIRED STUD HEIGHT EXCEEDS CODE COMPLIANCE, PROVIDE HEAVIER GAUGE STUDS OR DECREASE STUD SPACING AS NECESSARY TO CONFORM TO CODE. 13 ALL INTERIOR PARTITIONS HAVE BEEN DESIGNED COMPLIANT TO 2022 CBC 1607.16 AND CAN WITHSTAND A HORIZONTAL LOAD OF 5 LBS. SEE SHEET A-30.0. 14 ALL FIRE RATED PARTITIONS SHALL MEET CONSTRUCTION REQUIREMENTS PER 2022 CBC TABLE 721.1(2) ITEM #13-1.1 15 ALL PIPE AND CONDUIT PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE FULLY SEALED WITH APPROVED FIRE RATED CALUKING MATERIAL, AND ALL DUCTWORK FITTED WITH APPROPRIATELY SIZED FIRE DAMPERS. 09 29 00 - GYPSUM BOARD 1 ALL GYPSUM BOARD CONSTRUCTION IS TO MEET THE GYPSUM ASSOCIATION STANDARDS AS ENFORCED BY THE SOUTHERN CALIFORNIA DRYWALL CONTRACTORS ASSOCIATION INC. 2 THE GENERAL CONTRACTOR SHALL USE CORNER BEADS AT ALL EXPOSED CORNERS AND J-MOULD TRIM AT ALL EXPOSED ENDS IN PLASTER AND DRYWALL PARTITIONS. 3 ALL DRYWALL SHALL BE INSTALLED WITH VERTICAL JOINTS ONLY. ALL JOINTS SHALL OCCUR AT STUDS ONLY. USE APPROPRIATE SIZE AND LENGTH FASTENERS TO SUIT APPLICATION. 4 GYPSUM BOARD FINISH SHALL BE AS REQUIRED BY SAA AND APPROPRIATE TO THE TYPE OF WALL AND LOCATION SERVED. 09 30 00 - TILING 1 CERAMIC TILE INSTALLATION METHOD - (DRY METHOD). CONTRACTOR TO INSTALL CERAMIC TILE IN ACCORDANCE WITH ANSI/TCA A108.5 SPECIFICATIONS. HORIZONTAL MORTAR BED SHALL BE A THIN SET BOND COAT, DRY OR LATEX PORTLAND CEMENT MORTAR MEETING ANSI/TCA F113-89. VERTICAL APPLICATION SHALL MEET ANSI/TCA METHOD W242-89, GROUT SHALL BE CEMENTING DRY CURE TYPE WITH LATEX ADDITIVE FOR STRENGTH AND ACID RESISTANCE; COLOR TO BE AS SPECIFIED BY SHLEMMER+ALGAZE+ASSOCIATES. PROVIDE ALL NECESSARY CAPS, STOPS, RETURNS, TRIMMERS AND OTHER SHAPES TO COMPLETE INSTALLATION. PROVIDE COVE TYPE BASE TO MATCH WALL WHERE WALL TILE IS USED, OTHERWISE MATCH COLOR OF FLOOR TILE. PROVIDE THRESHOLD AT WALL OR FRAME OPENINGS TO OTHER BUILDING AREAS NOT RECEIVING CERAMIC TILE FLOOR FINISH. 2 CERAMIC TILE INSTALLATION METHOD - (WET METHOD). CONTRACTOR IS TO INSTALL CERAMIC TILE IN ACCORDANCE WITH ANSI/TCA A108.5 SPECIFICATIONS. HORIZONTAL MORTAR BED SHALL BE A THIN SET BOND COAT, DRY OR LATEX PORTLAND CEMENT MORTAR MEETING ANSI/TCA F122-89. VERTICAL APPLICATION SHALL MEET ANSI/TCA METHOD W223-89. SHOWER STALL SHALL MEET ANSI/TCA B416-89. GROUT SHALL BE CEMENTING DRY CURE TYPE WITH LATEX ADDITIVE FOR STRENGTH AND ACID RESISTANCE; COLOR TO BE AS SPECIFIED BY SHLEMMER+ALGAZE+ASSOCIATES. PROVIDE ALL NECESSARY CAPS, STOPS, RETURNS, TRIMMERS AND OTHER SHAPES TO COMPLETE INSTALLATION. PROVIDE COVE TYPE BASE TO MATCH WALL WHERE WALL TILE IS USED, OTHERWISE MATCH COLOR OF FLOOR TILE. PROVIDE THRESHOLD AT WALL OR FRAME OPENINGS TO OTHER BUILDING AREAS NOT RECEIVING CERAMIC TILE FLOOR FINISH. 3 CONTRACTOR IS TO INSTALL CERAMIC TILE IN ACCORDANCE WITH ANSI/TCA A108.5 INSTALLATION SPECIFICATIONS. MORTAR BED SHALL BE A THIN-SET BOND COAT, DRY CEMENT MORTAR MEETING ANSI/TCA A118.4. GROUT SHALL BE CEMENT DRY CURE TYPE, WITH LATEX ADDITIVE FOR STRENGTH AND ACID RESISTANCE, COLOR TO BE SPECIFIED BY DESIGNER. PROVIDE NECESSARY CAPS, STOPS, RETURNS, TRIMMERS AND OTHER SHAPES TO COMPLETE INSTALLATION. PROVIDE COVE TYPE BASE TO MATCH WALL WHERE WALL TILE IS USED, OTHERWISE MATCH COLOR OF FLOOR TILE. PROVIDE THRESHOLD AT WALL OR FRAME OPENINGS TO OTHER BUILDING AREAS NOT RECEIVING CERAMIC TILE FLOOR FINISH. 4 CERAMIC TILE INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED INSTRUCTIONS AND ANSI A108, A118 AND A136. 5 CERAMIC TILE LAYOUT DIAGRAM TO BE APPROVED BY SHLEMMER ALGAZE ASSOCIATES BEFORE ORDERING/INSTALLATION OF TILE. 09 33 00 - STONE TILING 1 STONE TILE INSTALLATION SHALL BE A THIN-SET APPLICATION CONFORMING TO ANSI A108.4 TCNA HANDBOOK AND SECTION 12 SHEET A0.2, REQUIREMENTS FOR HORIZONTAL AND VERTICAL APPLICATIONS. GROUTED JOINTS SHALL BE 1/16” AND CONFORM TO ANSI A108.10 AND TCNA HANDBOOK SPECIFICATIONS. GROUT COLOR TO BE SPECIFIED BY SHLEMMER+ALGAZE+ASSOCIATES. GROUT COLOR AT STONE TILE FLOORING SHALL BE COLORED TO MATCH THE ADJACENT FLOORING MATERIAL OR AS SELECTED BY SAA UNLESS OTHERWISE NOTED. WHERE MORE THAN ONE COLOR IS TO BE INSTALLED, GROUT COLOR SHALL BE CONFIRMED WITH SAA BEFORE INSTALLATION. EXPANSION JOINTS SHALL MEET TCNA METHOD EJ171. ALL HORIZONTAL SURFACES SHALL RECEIVE A CLEAR SEALER COAT AS MANUFACTURED BY MIRA-SEAL #511 OR EQUAL, AND SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2 PROVIDE FLUSH STONE THRESHOLD TO MATCH ADJACENT STONE FLOORING AT TRANSITIONS BETWEEN STONE AND CARPET FLOORING. 3 STONE TILE LAYOUT DIAGRAM TO BE APPROVED BY SHLEMMER ALGAZE ASSOCIATES BEFORE ORDERING/INSTALLATION OF TILE. 4 MARBLE TILE INSTALLATION SHALL BE A THIN-SET APPLICATION CONFORMING TO ANSI A108.4 AND TCNA HANDBOOK AND SECTION 12 SHEET GN-1, REQUIREMENTS FOR HORIZONTAL AND VERTICAL APPLICATIONS. GROUTED JOINTS SHALL BE 1/16" AND CONFORM TO ANSI A108.10 AND TCNA HANDBOOK SPECIFICATIONS. GROUT COLOR IS TO BE SELECTED BY SAA. EXPANSION JOINTS SHALL MEET TCNA METHOD EJ171. ALL HORIZONTAL SURFACES SHALL RECEIVE A CLEAR SEALER COAT AS MANUFACTURED BY MIRA-SEAL #511 OR EQUAL AND SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 09 50 00 - CEILINGS 1 CONTRACTOR SHALL REFER TO ALL PERTINENT SECTIONS OF THE GENERAL NOTES, SPECIFICATIONS, AND SCHEDULE OF FINISHES FOR COMPLETE AND PROPER INSTALLATION OF WORK. 2 GENERAL CONTRACTOR SHALL ENSURE CLEARANCE HEIGHT FOR LIGHT FIXTURES, DUCTS, FIRE SPRINKLERS, ETC. SHOULD ANY OBSTRUCTIONS OCCUR THAT PREVENT INSTALLATION OF ANY REQUIRED COMPONENT, NOTIFY SAA PRIOR TO INSTALLATION OF GRID. INSTALLATION WITHOUT APPROVAL SHALL BE REMOVED REINSTALLED PER DIRECTION OF SAA AT GENERAL CONTRACTORS SOLE EXPENSE. 3 FIRE/LIFE SAFETY FIXTURES SHOWN ON PLAN ARE SUGGESTED LOCATIONS ONLY. CONTRACTOR TO PREPARE AND COORDINATE DESIGN/BUILD DRAWINGS SHOWING APPROPRIATE LOCATION OF STROBES AND EXIT SIGNS. SUBMIT COORDINATED SHOP DRAWINGS TO SAA FOR REVIEW AND TO LOCAL FIRE DEPARTMENT FOR PERMIT PRIOR TO THE COMMENCEMENT OF ANY INSTALLATION. 4 BOTH NEW AND EXISTING SPRINKLER HEADS FOR THE AREA OF WORK SHALL BE LOCATED PER SPRINKLER CONTRACTOR DESIGN/BUILD DRAWINGS. ONCE SUBMITTED TO AND REVIEWED BY SAA, DRAWINGS SHALL THEN BE SUBMITTED TO LOCAL FIRE DEPARTMENT FOR APPROVAL. 5 ALL FIXTURES, DEVICES, AND SPRINKLER HEADS ARE TO BE LOCATED AT THE CENTER OF CEILING TILE UNLESS NOTED OTHERWISE, PROVIDE PROPOSED LOCATIONS IN DRYWALL CEILING TO SAA FOR APPROVAL. 6 REFER TO DRAWING DETAILS FOR TYPICAL SUSPENDED CEILING GRID SUPPORT. 7 ALL LAY IN PANELS SHALL BE SECURED TO THE SUSPENSION SYSTEM WITH TWO HOLD-DOWN CLIPS MINIMUM FOR EACH TILE WITHIN A 4-FOOT RADIUS OF THE EXIT LIGHTS AND EXIT SIGNS. 8 CEILING GRID SHALL BE INSTALLED WITHIN A LEVEL HORIZONTAL TOLERANCE OF 1/8" PER 12'-0". SUPPORT AND BRACE AS INDICATED ON REFLECTED CEILING PLAN DETAILS. 9 PROVIDE ACCESS PANELS WHERE REQUIRED WHEN CEILING SYSTEM IS SUSPENDED GYP. BOARD. (EXACT LOCATION OF ACCESS PANELS TO BE APPROVED BY OWNER/ ARCHITECT). ALL ACCESS PANELS IN GYPSUM BOARD CEILING TO BE GFRG ACCESS PANELS SIZED AS REQUIRED. "MOONLIGHT MOLDS" OR APPROVED EQUAL. PROVIDE BOTH 24" X 24" & 18" X 18" SIZED OPENING ACCESS PANELS. CONFIRM SIZE AND LOCATION WITH SAA. ACCESS PANELS SHALL BE PROVIDED FOR ELECTRICAL, PLUMBING AND AIR CONDITIONING CONTROLS OR AS REQUIRED BY THE UNIFORM BUILDING CODE, UNIFORM MECHANICAL CODE, NFPA, UPC AND LOCAL CITY CODES. IF LOCATION AND TYPE IS NOT SHOWN ON DRAWINGS, CONFIRM LOCATION AND TYPE WITH SAA PRIOR TO INSTALLATION. 10 RELOCATE/RAISE EXISTING BACK BOXES, CONDUIT, HVAC EQUIPMENT, DEVICES AND ANY OTHER ITEMS THAT WILL NEED UPWARD RELOCATION BASED ON NEW ROOM CEILING HEIGHT. 11 CEILING GRID SYSTEMS WITHIN AREA OF WORK ARE TO BE INSTALLED IN A CONTINUOUS GRID PATTERN SO THAT WHEN A PENETRATING PARTITION IS REMOVED, NECESSARY CEILING REPAIRS WILL RESULT IN A CONSISTENT CEILING GRID. 12 LATERAL BRACING SHALL BE PROVIDED BY WIRES OF MINIMUM 12 GA., SPLAYED IN FOUR DIRECTIONS AND 90 DEGREES APART. CONNECT TO THE MAIN RUNNER WITHIN 12 INCHES OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE OR TO PARTITION. ATTACH TO WALLS OR BRACE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING. SUPPORT POINTS SHALL BE PLACED 12" O.C. IN EACH DIRECTION WITH THE FIRST POINT WITHIN 4'-0" FROM EACH WALL 13 3403.6 - SUSPENDED CEILING UPGRADE. WHEN AN ADDITION, ALTERATION OR REPAIR IS PERFORMED ON AN OCCUPANCY IN WHICH THERE IS AN EXISTING SUSPENDED CEILING, SUCH SUSPENDED CEILING SHALL BE MODIFIED THROUGHOUT TO COMPLY WITH THE PROVISIONS OF ASTM C 635 AND ASTM C 636. (2022 CBC 808.1.1.1). 14 AT ALL EXISTING CEILINGS TO REMAIN, THE GENERAL CONTRACTOR SHALL PROVIDE ADDITIONAL AND /OR NEW COMPRESSION POST AND LATERAL BRACING OF THE CEILING GRID AT ALL AREAS WHICH ARE NOT IN COMPLIANCE WITH CURRENT CODES. 15 SUSPENSION SYSTEM SHALL BE AS INDICATED IN REFLECTED CEILING PLAN. LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT OPPOSITE CORNERS WITH NO. 12 WIRES. 16 PROVIDE NEW SUSPENDED CEILING TO CONCEAL PIPING, DUCTS, ETC. IN FINISHED ROOMS. IF EXISTING CONDITIONS REQUIRE DEVIATIONS FROM INDICATED CEILING HEIGHTS DUE TO STRUCTURAL OR MECHANICAL REQUIREMENTS, OBTAIN SAA APPROVAL BEFORE INSTALLING CEILING. 17 ALL CEILING FINISHES SHALL BE NON-COMBUSTIBLE OR HAVE A FLAME SPREAD INDEX OF 0 TO 25; SMOKE-DEVELOPED INDEX 0-450. 09 00 00 FINISHES CONTINUED 09 60 00 - FLOORING 1 CONTRACTOR SHALL FURNISH AND INSTALL ALL FLOOR FINISHES AS SPECIFIED ON THE DRAWINGS AND SPECIFICATIONS. 2 CONTRACTOR TO PREP FLOORS FOR NEW FLOOR COVERING, FLOAT FLOORS TO LEVEL SURFACE AS REQUIRED TO ACCEPT NEW FLOOR FINISH MATERIAL. THE GENERAL CONTRACTOR SHALL PATCH ALL CRACKS, HOLES OR OTHER IMPERFECTIONS (PROJECTIONS SHALL BE REMOVED AND PATCHED TO PROVIDE A CONTINUOUS SMOOTH FLOOR SURFACE). FLOOR LEVEL SHALL NOT EXCEED 1/8" IN 10-0" NON-CUMULATIVE. 3 THE GENERAL CONTRACTOR SHALL NOTIFY SAA AFTER FLOOR PATCHING IS COMPLETE AND RECEIVE THEIR REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION OF FINISHED FLOORING. 4 SPACES BEING SURFACED SHALL BE CLOSED TO TRAFFIC AND OTHER WORK DURING THE LAYING OF FLOORING. STONE FLOORS SHALL BE COVERED AFTER INSTALLATION FOR PROTECTION. 5 UPON COMPLETION, ALL WORK SHALL BE CLEANED BY THE CONTRACTOR REMOVING ALL SPOTS OF ADHESIVE AND SURFACE STAINS AND ALL SCRAPS, CARTONS AND CONTAINERS SHALL BE REMOVED FROM THE BUILDING. 6 STONE, WOOD, AND TILE FLOORING CONTRACTORS TO SUBMIT TO SAA ACTUAL DIMENSIONED LAYOUT PLAN FOR APPROVAL PRIOR TO INSTALLATION. 7 THE GENERAL CONTRACTOR TO COORDINATE ALL FLOORING CONTRACTORS INVOLVED TO ASSURE FLUSH INSTALLATION OF ALL VARYING FLOOR MATERIALS USED. ALL TRANSITION METHODS TO BE APPROVED BY SHLEMMER+ALGAZE+ASSOCIATES. 8 CLOSET FLOORS ARE TO HAVE SAME FLOORING AS THE FLOORING IN ADJACENT AREA, UNLESS OTHERWISE NOTED. 9 ALL FINISHES SHALL HAVE A MAXIMUM FLAME SPREAD OF 200 AND A MAXIMUM SMOKE DENSITY OF 450. (2022 CBC 803.1& 803.1.2). 10 CONTRACTOR TO VERIFY AVAILABILITY OF ALL PRODUCTS SPECIFIED AND NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES WITH PROJECT COMPLETION DATE. PRODUCTS MAY REQUIRE A TWO TO SIX WEEK LEAD-TIME. NOTIFY ARCHITECT OF ALL LONG LEAD ITEMS. 11 NO SUBSTITUTIONS OF ANY MATERIAL ALLOWED WITHOUT WRITTEN APPROVAL OF ARCHITECT. 12 PROVIDE APPROPRIATE SEALER ON STONE FLOORING TO ACHIEVE THE SLIP COEFFICIENT REQUIRED BY CODE. OBTAIN ALL TEST RESULTS AND PROVIDE THE ORIGINAL TEST RESULTS TO THE SAA. APPLY SEALER PER MANUFACTURES INSTRUCTIONS. 13 THE GENERAL CONTRACTOR SHALL PROVIDE AS PART OF HIS BID, A SEPARATE UNIT COST FOR EACH FLOORING MATERIAL SPECIFIED FOR THIS PROJECT. REFER TO SHEET A-5.0A, A-5.0B & A-5.1 FOR FLOORING MATERIALS SPECIFIED. PROVIDE A SEPARATE COST FOR THE INSTALLATION OF THE FLOORING MATERIAL. ANY BID THAT DOES NOT PROVIDE A BREAK DOWN WILL BE CONSIDERED NON-RESPONSIVE AND NOT ACCEPTED. 09 65 00 - RESILIENT FLOORING 1 THE GENERAL CONTRACTOR, AFTER PROPOERLY CLEANING THE FLOORING MATERIAL, SHALL GIVE RESILIENT TILE FLOOR TWO (2) APPLICATIONS OF AN APPROVED NON-SLIP WAX WHICH IS TO BE THOROUGHLY MACHINE BUFFED AND LEFT IN CONDITION ENTIRELY SATISFACTORY TO SHLEMMER+ALGAZE+ASSOCIATES. 2 THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE PROTECTION FOR ALL RESILIENT FLOORING WORK FOR THE DURATION OF THE CONTRACT, AND REMOVE ALL PROTECTION PRIOR TO PUNCH LIST. 09 65 13 - RESILIENT BASE AND ACCESSORIES 1 RUBBER AND/OR VINYL BASE SHALL IN ALL CONDITIONS MATCH THE COLOR OF ADJACENT WALL U.O.N. GENERAL CONTRACTOR TO CONFIRM WITH SAA EXACT COLOR IF NOT SPECIFIED ON DRAWINGS AND SUBMIT SAMPLE OF COLORED BASE TO SAA FOR APPROVAL PRIOR TO PURCHASE AND INSTALLATION. 2 ALL RESILIENT BASE TO BE AS SPECIFIED ON SHEET A-5.0A, A-5.0B & A-5.1 ALL MASONRY WALLS AND DRYWALL SHALL HAVE SPECIFIED STRAIGHT VINYL BASE IN CARPETED AREAS AND COVE VINYL BASE IN RESILIENT TILE AREAS UNLESS OTHERWISE NOTED. 3 PROVIDE BLACK RUBBER REDUCER STRIP WHERE CARPET AND VCT TRANSITION OCCURS, UNLESS OTHERWISE NOTED. 09 68 00 - CARPETING 1 ALL ROLL CARPETING SHALL BE INSTALLED DIRECT GLUE, U.O.N. 2 ALL CARPET SEAMS ARE TO BE SEALED AS PER CARPET MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SEAMING DIAGRAMS TO BE APPROVED BY SHLEMMER+ALGAZE+ASSOCIATES BEFORE ORDERING/INSTALLATION OF CARPETING. 3 ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND WHEN THE WORK IS COMPLETE, IT SHALL BE FREE FROM BUCKLES, BUBBLES, OPEN JOINTS OR OTHER IMPERFECTIONS. SEAMS SHALL BE KEPT IN ACCURATE ALIGNMENT ALONG BOTH COORDINATES. CARPET TILE HAVING CHIPPED OR ROUNDED CORNERS WILL BE REJECTED AND IF LAID, SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE TILE. 4 CARPET TILE SHALL BE INSTALLED IN A SQUARE PATTERN WITH COURSES PARALLEL TO WALLS, UNLESS OTHERWISE INDICATED ON DRAWINGS. THE ADHESIVE USED FOR CEMENTING TILE SHALL BE APPLIED FAR ENOUGH IN ADVANCE OF THE SETTING TO PERMIT THE ADHESIVE TO REACH ITS INITIAL SET BUT NOT ITS FINAL SET. 5 INSTALL CARPET FROM THE SAME DYE LOT. 6 SUBMIT CARPET FROM ACTUAL CARPET RUNS. APPROVAL IS AT THE DISCRETION OF SAA AND OWNER. 7 CREATE CARPET TO CARPET OR CARPET TO OTHER FLOORING TRANSITIONS BENEATH THE CENTERLINE OF DOOR IN THE CLOSED POSITION. 8 WHERE FLOOR MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA, CUT THE CARPET IN AN "X" OVER THE HOLE AND CARPET UNDER, THIS ALLOWS CARPET PATCHING WHERE OUTLETS ARE LATER CAPPED. DO NOT TRIM THE CARPET. 9 CARPET CONTRACTOR MUST VERIFY EXISTING FLOOR CONDITIONS PRIOR TO BID AND INSTALLATION. 10 CARPET MUST MEET OR EXCEED CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS TESTING AND PRODUCT REQUIREMENTS. 11 CARPET PAD, IF SPECIFIED, MUST MEET OR EXCEED CARPET AND RUG INSTITUTE'S GREEN LABEL TESTING AND PRODUCT REQUIREMENTS. 12 CARPET ADHESIVES MUST BE LOW VOC AND MUST NOT EXCEED THE VOC CONTENT LIMITS OF SCAQMD RULE #1168 REQUIREMENTS IN EFFECT ON JANUARY 1, 2011. 13 CONTRACTOR SHALL SUBMIT MSDS SHEETS, SIGNED ATTESTATIONS OR OTHER OFFICIAL LITERATURE FROM MANUFACTURER FOR ALL FLOOR FINISH, BASE AND ADHESIVES USED ON THE PROJECT. 09 72 00 - WALLCOVERINGS 1 THE GENERAL CONTRACTOR SHALL INSTALL WALLCOVERINGS IN ACCORDANCE WITH MANUFACTURERS INSTALLATION SPECIFICATIONS, WHERE DESIGNATED. ALL WALLCOVERINGS SHALL BE SMOOTH, WITH NO WRINKLES, BUBBLES OR LOOSE EDGES, ALL PASTE AND BRUSH MARKS SHALL BE THOROUGHLY REMOVED. WALL COVERING ADJOINING WOOD OR METAL TRIM SHALL BE CUT STRAIGHT AND SQUARE. ALL WORKMANSHIP WHICH IS NOT JUDGED TO BE FIRST QUALITY BY SHLEMMER+ALGAZE+ASSOCIATES WILL BE REJECTED. 2 ALL FINISHES SHALL COMPLY TO A MAXIMUM FLAME SPREAD OF 200 AND A MAXIMUM SMOKE DENSITY OF 450. (2022 CBC 803.1 & 803.1.2) 3 ALL DRAPES, HANGING CURTAINS AND OTHER DECORATIVE MATERIALS SHALL BE TREATED AND MAINTAINED IN A FLAME RETARDANT CONDITION. 09 90 00 - PAINTING AND COATING 1 UNLESS OTHERWISE SPECIFIED, ALL AREAS ARE TO BE PAINTED IN ACCORDANCE WITH FINISH PLANS. 2 WALLS SHALL INCLUDE SURFACES FROM FLOOR TO CEILING, INCLUDING PILASTERS, FASCIA, JAMBS, DOOR FRAMES, REVEALS, RETURNS, AND ALL VERTICAL SURFACES NOT INCLUDED IN CEILING. 3 PAINT COLORS SHALL BE SPECIFIED BY SHLEMMER+ALGAZE+ASSOCIATES AND THE GENERAL CONTRACTOR SHALL SUBMIT THREE (3) SAMPLES (12" X 12") OF EACH COLOR SPECIFIED FOR REVIEW BY SHLEMMER+ALGAZE+ASSOCIATES. 4 ALL WALLS AND CEILINGS SHALL BE PROPERLY PREPARED, SPACKLE, SANDED, ETC. TO PROVIDE A PERFECTLY SMOOTH FINISH AND SURFACE READY FOR PRIME AND PAINT. 5 ALL EXISTING LOOSE PAINT SHALL BE REMOVED AND SPACKLE OR PLASTER PATCHED. 6 ALL EXISTING UNEVENNESS IN ALL PARTITIONS SHALL BE SANDED OR CHIPPED AWAY AND SURFACES PLASTER-PATCHED OR SPACKLED TO INSURE A PERFECTLY EVEN SURFACE. 7 ALL WOOD SHELVING AND PAINTED DOORS SHALL RECEIVE PRIMING, SANDING AND TWO FULL COATS OF SEMI-GLOSS ENAMEL FREE OF BRUSH MARKS, UNLESS OTHERWISE NOTED. 8 THE CONTRACTOR SHALL REMOVE ALL ELECTRICAL SWITCH PLATES AND OUTLET PLATES, SURFACE HARDWARE, ETC., PRIOR TO PAINTING, PROTECTING AND REPLACING SAME WHEN PAINTING HAS BEEN COMPLETED. HE SHALL REMOVE ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED OR SPLATTERED ON SURFACES, INCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, DIFFUSERS, REGISTERS AND SLAB FITTINGS, ETC. 9 THE CONTRACTOR SHALL USE A LATEX BASE PAINT IN COLORS AND FINISHES SELECTED BY SHLEMMER+ALGAZE+ASSOCIATES. CONTRACTOR SHALL PROPERLY PREPARE ALL SURFACES TO RECEIVE ONE (1) PRIME COAT AND TWO (2) FINISH COATS OF PAINT IN COLOR SELECTED BY SHLEMMER+ALGAZE+ASSOCIATES. 11 THE CONTRACTOR SHALL EXAMINE ALL AREAS OF CONSTRUCTION AFTER COMPLETION OF WORK BY ALL TRADES (INCLUDING TELEPHONE INSTALLATION, FLOORING, ETC.) AND INDICATE ALL NECESSARY "TOUCH-UP" PAINTING AND/OR PATCHING. 12 IT IS THE INTENT OF THE DRAWINGS THAT ALL EXPOSED SURFACES RECEIVE FINISHES AS INDICATED ON THE DRAWINGS OR IN THE SPECIFICATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. ANY SURFACES WHICH DO NOT HAVE A SPECIFIC FINISH NOTED OR ARE NOTED TO REMAIN UNFINISHED SHALL BE BROUGHT TO THE ATTENTION OF SHLEMMER+ALGAZE+ASSOCIATES AND FINISHED PER SHLEMMER+ALGAZE+ASSOCIATES INSTRUCTION. 13 FINISH FRONT SIDE, BACK SIDE AND DOOR EDGES AT STRIKE SIDE AND HINGE SIDE. LEAVE TOP AND BOTTOM UNPAINTED TO PREVENT WARPING. 14 PAINT ALL METAL ACCESS DOORS AND ACCESS PANELS TO MATCH ADJACENT WALL OR CEILING FINISH. GRAPHICS ON DOOR OR PANEL (IF ANY) ARE TO BE REPAINTED/RE-APPLIED TO MATCH EXISTING, IF APPLICABLE. 15 CLOSET WALL SURFACES ARE TO BE PAINTED TO MATCH THE COLOR OF THE ADJACENT OUTSIDE WALL SURFACES. 16 ALL PAINT SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION FOR THE PARTICULAR SURFACE. 17 ALL SURFACES SHALL BE PROPERLY PREPARED WITH APPROPRIATE SEALER PRIOR TO INSTALLATION OF WALLCOVERINGS AND INSTALLED PER MANUFACTURER'S RECOMMENDATION. 18 CONTRACTOR TO REFINISH DOORS & FRAMES (REMOVE ALL SCRATCHES AND DINGS) WHEN THEY ARE BEING REUSED. 19 FACTORY PRIMED HOLLOW METAL DOORS AND FRAMES SHALL BE FINISHED WITH TWO COATS OF SEMI-GLOSS PAINT, UNLESS OTHERWISE NOTED. 20 ALL BASE TO BE PAINTED SHALL MATCH ADJACENT WALL U.O.N. SEE FLOOR FINISH PLANS FOR LOCATIONS AND FINISH SCHEDULE FOR SPECIFICATION. 09 00 00 FINISHES 09 22 16.13 - NON-STRUCTURAL METAL STUD FRAMING 1 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL PARTITIONS DESIGNATED ON SAA DRAWINGS. 2 THE GENERAL CONTRACTOR SHALL PROVIDE ALL WALL TYPE AND WALL RATING MARKINGS ON THE FINISH FLOOR OF ALL PARTITIONS FOR SAA REVIEW. 3 UNLESS OTHERWISE NOTED, ALL DIMENSIONS FOR PARTITIONS ARE FROM FINISH FACE OF NEW WALLS, AND/OR FINISH FACE OF EXISTING WALLS. ALL HEIGHTS ARE FROM THE TOP OF THE FINISHED FLOOR UNLESS OTHERWISE NOTED. 4 WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL HAVE A FLUSH AND SMOOTH TRANSITION WITH BASE BUILDING STRUCTURE UNLESS OTHERWISE NOTED. 1ST & 2ND FLOOR NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 GENERAL NOTES AND SPECIFICATIONS AND NARRATIVE OF OPERATION A-0.3 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 10 00 00 SPECIALITIES 10 44 16 - FIRE EXTINGUISHERS 1 A PORTABLE FIRE EXTINGUISHER WITH A MINIMUM 2A10BC RATING SHALL BE PROVIDED EVERY 75' OF TRAVEL DISTANCE FROM ANY POINT WITHIN THE AREA DEFINED AS SCOPE OF WORK PER THESE PLANS. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR. 12 00 00 FURNISHINGS 12 21 00 - WINDOW BLINDS 1 CONTRACTOR IS TO PROVIDE BUILDING STANDARD BLINDS AT ALL EXTERIOR WINDOWS. CONTRACTOR IS VERIFY THE CONDITION OF THE EXISTING BLINDS PRIOR TO PRICING. PROVIDE A PRICE TO CLEAN ALL BLINDS. CONTRACTOR IS TO SEAL ALL BLINDS TO PREVENT DUST FROM COLLECTING. IF BLINDS ARE IN NEED OF REPLACEMENT OR MISSING PROVIDE A COST FOR NEW IN THESE LOCATIONS. VERIFY CONDITION OF ALL BLINDS AT WINDOWS PRIOR TO PRICING. ANY NEW BLINDS SHALL MATCH EXISTING, VERIFY MANUFACTURER, STYLE, COLOR AND MOUNTING PRIOR TO PRICING. ANY NEW INTERIOR GLAZING IS TO BE PROVIDED WITH NEW BUILDING STANDARD BLINDS TO MATCH EXISTING. 2 REPAIR/REPLACE WINDOW COVERINGS WHERE NECESSARY, SEE SHEET A-5.0A, A-5.0B & A-5.1 FOR SPECIFICATION 21 00 00 FIRE SUPPRESSION 1 EXISTING FIRE SPRINKLER SYSTEM IS BUILDING STANDARD U.O.N. 2 REWORK FIRE SPRINKLER SYSTEM AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION AND TO COMPLY WITH CURRENT CODE. 3 AT ALL GYPSUM BOARD CEILING AREAS USE FULLY CONCEALED SPRINKLER HEADS, COLOR SHALL BE WHITE. 4 EXTEND/MODIFY FIRE/LIFE SAFETY SYSTEM AS REQUIRED. 5 IT IS INTENDED THAT FIRE SPRINKLER SYSTEM SHALL BE DESIGN/BUILD BY GENERAL CONTRATOR WITH DEFERRED APPROVAL. 6 FIRE SPRINKLER PLANS MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL BY APPROPRIATELY LICENSED CONTRACTOR FOR BUILDING PERMIT ISSUANCE, AND PRIOR TO INSTALLATION OR MODIFICATION OF EXISTING SYSTEM. 22 00 00 PLUMBING 1 FURNISH AND INSTALL ALL PLUMBING ROUGH-INS, FIXTURES AND ACCESSORIES SHOWN ON ALL CONSTRUCTION PLANS AND DETAIL DRAWINGS UNLESS OTHERWISE NOTED. 2 THE PLUMBING CONTRACTOR SHALL SUBMIT CUTS OF ALL NEW FIXTURES, FITTINGS AND ACCESSORIES TO SHLEMMER+ALGAZE+ASSOCIATES FOR REVIEW AND APPROVAL. 3 THE PLUMBING CONTRACTOR SHALL COORDINATE AND INSTALL HIS WORK IN ACCORDANCE WITH MANUFACTURERS PUBLISHED SPECIFICATIONS. 4 ALL EXISTING PLUMBING BEING ABANDONED SHALL BE CAPPED BEHIND EXISTING FINISHED SURFACES. EXISTING SURFACES SHALL BE PATCHED TO MATCH EXISTING SURROUNDING SURFACES IN MATERIAL AND FINISH. THE GENERAL CONTRACTOR SHALL ALSO INCLUDE IN HIS BID A COST FOR WORK FOR CEILING REMOVAL AND REINSTALLATION REQUIRED FOR PLUMBING WORK IN CEILING PLENUM OF FLOOR BELOW TO COMPLETE WORK ON FLOOR BEING RENOVATED. 5 THE PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. 6 FURNISH ALL VALVES AS INDICATED ON THE DRAWINGS OR AS MAY BE REQUIRED FOR THE PROPER CONTROL OF THE VARIOUS APPARATUS AND PIPELINES INSTALLED UNDER THIS SECTION SO THAT ANY FIXTURES PIPE OR APPARATUS MAY BE CUT OFF FOR REPAIR WITHOUT INTERFERENCE OR INTERRUPTION OF THE SERVICE TO THE REST OF THE BUILDING. 7 BEFORE BEING COVERED UP OR BUILT-IN ALL PIPING SHALL BE TESTED AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 8 TOILET FLUSH CONTROLS PROVIDED AND INSTALLED AS PART OF THE WORK SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS: NO MORE THAN 44" ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE NOT GREATER THAN 5 POUNDS. 9 OTHER FLUSH CONTROLS PROVIDED AND INSTALLED AS PART OF THE WORK SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL NOT BE GREATER THAN 5 POUNDS. 10 FAUCET CONTROLS OR OTHER PLUMBING FIXTURE OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 23 00 00 HVAC 1 THE HVAC ENGINEER WILL PROVIDE NECESSARY ENGINEERING DRAWINGS TO REWORK ALL EXISTING EQUIPMENT. 2 SUBMIT SHOP DRAWINGS INDICATING ALL NEW WORK AND ALL EXISTING EQUIPMENT TO REMAIN INCLUDING DIFFUSERS, THERMOSTATS AND ANY REQUIRED ACCESS PANELS, TO SHLEMMER+ALGAZE+ASSOCIATES. FOR REVIEW PRIOR TO PROCEEDING WITH FABRICATION AND/OR INSTALLATION OR RELOCATION. 3 THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD SUPERVISION OF ALL THEIR WORK DURING INSTALLATION AND SHALL INSPECT ALL SYSTEMS FOR PROPER OPERATIONS AT COMPLETION OF THE JOB. 4 INTERIOR SPACES SHALL BE MECHANICALLY VENTILATED IN ACCORDANCE WITH THE LOCAL BUILDING CODE. PLANS SHOWING MECHANICAL VENTILATION SYSTEM WILL BE FILED IN ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT. 5 ANY BUILDING SERVICE SHUT DOWNS REQUIRED FOR THIS WORK SHALL BE REQUIRED IN WRITING BY THE HVAC CONTRACTOR AT LEAST 72 HOURS IN ADVANCE OF THE SHUT DOWN. THE HVAC CONTRACTOR SHALL OBTAIN APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION PRIOR TO SHUT DOWN. ANY SHUT DOWN AFFECTING THE NORMAL HVAC SERVICE OF OTHER BUILDING OCCUPANTS SHALL BE DONE ON OVERTIME AND OFF HOURS. 6 BALANCING OF ENTIRE SYSTEM SHALL BE DONE BY AN INDEPENDENT AIR BALANCE COMPANY. SUBMIT REPORT TO SHLEMMER+ALGAZE+ASSOCIATES AND BUILDING OWNER. 7 ALL DUCT WORK SHALL BE INSULATED PER CODE REQUIREMENTS FOR THERMAL AND ACOUSTIC CONSIDERATIONS. 8 MECHANICAL VENTILATION IN TOILET ROOM SHALL PROVIDE ONE (1) COMPLETE AIR CHANGE EVERY FIFTEEN (15) MINUTES AND SHALL BE VENTED TO OUTSIDE AIR. 9 ALL NEW MATERIALS REQUIRED SHALL BE EQUAL TO OR BETTER IN QUALITY THAN THE EXISTING. 10 ALL NEW DIFFUSERS SHALL MATCH APPEARANCE OF EXISTING. 11 THE HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS SHALL ACCOMMODATE THE NEW OCCUPANCY. ALL ROOMS AND AREAS SHALL HAVE SUPPLY AND RETURN AIR. THERMOSTATS SHALL HAVE AUTOMATIC CHANGEOVER FEATURE, (NO MANUAL SWITCHING FROM HEATING TO COOLING CYCLES), WITH METAL, NON VISUAL TAMPER PROOF COVERS. 12 PRIOR TO INSTALLATION, HVAC ZONES AND T-STAT LOCATIONS SHALL BE APPROVED BY TENANT & COORDINATED WITH FURNITURE PLANS AND WALL FINISH LOCATIONS. 13 CONTRACTOR TO VERIFY WITH ARCHITECT IF LINEAR DIFFUSER IS REQUIRED WHERE CEILING SYSTEM IS GYP. BOARD. 14 REWORK ALL EXISTSING HVAC SYSTEM TO ACCOMMODATE NEW CONSTGRUCTION. 15 FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILING AS PER 2022 CBC SECTION 716. SMOKE DAMPERS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILING AS PER 2022 CBC SECTION 716. 16 THE GENERAL CONTRACTOR SHALL SUPPLY ALL RETURN AIR OPENINGS IN SLAB TO SLAB PARTITIONS ABOVE HUNG CEILINGS TO MATCH AREA CALCULATIONS REQUIREMENTS AS SHOWN ON ENGINEERING DRAWINGS. ALL OPENINGS IN DEMISING AND SOUND ATTENUATED WALLS TO HAVE SOUND BOOTS. 17 DESIGN/BUILD DOCUMENTS SHALL COORDINATE EXISTING DIFFUSER AND SPRINKLER HEAD LOCATIONS. CONTRACTOR TO RELOCATE DIFFUSERS AND/OR SPRINKLER HEADS AS REQUIRED BY BUILDING CODE. CONTRACTOR TO PROVIDE LOCATION LAYOUT TO SAA PRIOR TO INSTALLATION. 26 00 00 ELECTRICAL 1 THE CONTRACTOR SHALL COORDINATE ALL ELECTRICAL WORK WITH MANUFACTURERS SPECIFICATIONS. 2 THE WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC UTILITIES COMPANY, TELEPHONE COMPANY AND ALL OTHER AUTHORITIES HAVING JURISDICTION. 3 ALL NEW MATERIALS SPECIFIED SHALL COMPLY WITH THE STANDARDS OF THE UNDERWRITERS LABORATORIES, INC. IN EVERY CASE WHERE SUCH A PARTICULAR TYPE OF MATERIAL IS SPECIFIED, UNLESS OTHERWISE NOTED. 4 VERIFY LOCATION OF FLOOR MONUMENT CORES WITH SAA IN THE FIELD PRIOR TO THE START OF ANY CORING.REFER ALSO TO SECTION 01 73 29 - CUTTING AND PATCHING. (COORDINATE CORE LOCATION WITH MILLWORK AND FURNITURE LAYOUT). PROVIDE CONDUIT DISTRIBUTION FROM CORES TO WALL STUB-UPS. PROVIDE FIRE SAFING AND SMOKE SEALANT AT FLOOR PENETRATIONS AS REQUIRED. 5 PROVIDE FIRE CAULKING AND OR ACOUSTICAL CAULKING AT OUTLETS AT ACOUSTICAL AND FIRE RATED PARTITIONS. TYPICAL DIMENSION RANGE GIVEN AT ALL PRIVATE OFFICES IS A GENERAL GUIDELINE. OUTLETS ON EITHER SIDE OF THE WALL SHOULD SHIFT, 6" TO 12" IN OPPOSITE DIRECTIONS. 6 NO "BACK-TO-BACK" OUTLETS ARE PERMITTED WITHIN A WALL. OUTLETS MUST BE STAGGERED IN LOCATION AND INSTALLED IN SEPARATE STUD CAVITIES. 7 REFER TO DETAIL ON SHEET A-0.1 FOR TYPICAL INSTALLATION HEIGHT OF ALL WALL MOUNTED DEVICES, SWITCHES, OUTLETS, AND THERMOSTATS. LOCATE TOP OF THERMOSTATS, PULL BOXES, CONTROL DEVICES AND SWITCHES/DIMMERS AT A MAXIMUM OF 48" ABOVE FINISHED FLOOR TO TOP OF OUTLET BOX. WHERE SWITCHES/DIMMERS ARE GANGED TOGETHER, PROVIDE A SINGLE PIECE COVERPLATE 8 THE ELECTRICAL CONTRACTOR SHALL SUBMIT CUTDHEETS OF ALL FIXTURES AS DIRECTED. 9 THE ELECTRICAL CONTRACTOR SHALL COORDINATE ANY ELECTRICAL OR LIGHTING INSTALLATION INTO THE CABINET WORK WITH THE CABINET CONTRACTOR AS REQUIRED. 26 00 00 ELECTRICAL CONTINUED 10 THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY LIGHTING AND ELECTRICAL SERVICE FOR ALL TRADES AS REQUIRED. 11 ALL ELECTRICAL, TELEPHONE RECEPTACLES AND LIGHT FIXTURES SHALL BE LOCATED AS DIMENSIONED ON SAA PLANS. 12 ALL NEW OUTLETS ON COLUMNS WILL BE CENTERED ON FACE SHOWN, UNLESS OTHERWISE NOTED. 13 POWER AND TELEPHONE OUTLETS SHOWN ON PLANS ARE NOT INCLUSIVE OF ALL OUTLETS REQUIRED BY OWNER. CONTRACTOR SHALL VERIFY WITH OWNER ALL REQUIRED OUTLETS PRIOR TO COMPLETING WALL CONSTRUCTION. 14 THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL POWER WIRING. ALL ELECTRICAL WIRING SHALL BE PLACED IN CONDUIT. 15 UNLESS OTHERWISE NOTED, ALL OUTLETS SIDE BY SIDE SHALL BE 6" FROM CENTER OF PLATE WITH POSITIONING DIMENSIONS CENTERED BETWEEN. 16 ALL ELECTRICAL AND TELEPHONE WIRING CONDUIT SHALL BE CONCEALED IN PARTITIONS AND/OR CEILING. 17 THE ELECTRICAL AND/OR GENERAL CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING OF ALL CHASES IN FLOORS, WALLS, AND CEILINGS, AS REQUIRED. 18 PROVIDE NEW BLANK COVER PLATES FOR ABANDONED OUTLET LOCATIONS. 19 CONVENIENCE RECEPTACLES SHALL BE DUPLEX TYPE RATED 15 AMP, 125 V., GROUNDED TYP., UNLESS OTHERWISE NOTED. 20 THE ELECTRICAL CONTRACTOR WILL COORDINATE HIS WORK WITH THE AIR CONDITIONING ENGINEER AND CONTRACTOR PRIOR TO EXECUTING HIS WORK. 21 AS IT RELATES TO THIS SET OF DOCUMENTS A DEDICATED CIRCUIT (DC) SHALL BE A SINGLE CIRCUIT WITH MULTIPLE OUTLETS DEDICATED TO A SPECIFIC EQUIPMENT USAGE. 22 ELECTRICAL CONTRACTOR TO FIELD VERIFY THAT ALL CIRCUITS AT THE MAIN PANEL ARE ADEQUATE FOR NEW REQUIREMENTS, AND SHALL INSTALL NEW CONDUIT, CIRCUITS, AND PANELS IF REQUIRED. 23 ALL EXPOSED ELECTRICAL DEVICES, I.E. SWITCHES, STROBES, OUTLETS, WALL TELEPHONE MOUNTS, ETC. AND ALL COVERPLATES TO MATCH "BLDG. STD.". 24 GENERAL CONTRACTOR IS TO VERIFY THE POWER REQUIREMENT AND CIRCUITING OF ANY SPECIALTY EQUIPMENT DURING ROUGH IN ELECTRICAL TO INSURE THE PROPER VOLTAGE AND CIRCUIT CONFIGURATION. 25 GENERAL CONTRACTOR IS TO HAVE FURNITURE VENDOR APPROVE ALL POWER AND TELEPHONE FEEDS FOR WORKSTATIONS PRIOR TO INSTALLATION. G.C. IS TO HAVE FURNITURE VENDOR APPROVE ALL ELECTRICAL AND DATA IN PRIVATE OFFICES PRIOR TO INSTALLATION. 26 FURNITURE VENDOR FOR EITHER WORKSTATIONS OR CASEWORK SHALL FIELD VERIFY LAYOUT TO VERIFY CLEAR DIMENSIONS REQUIRED FOR FURNITURE PRIOR TO ORDERING FURNITURE. DO NOT SCALE THE DRAWINGS. 27 CONTRACTOR MUST COORDINATE ALL ELECTRICAL OUTLETS FOR FURNITURE WITH FURNITURE CONTRACTOR BEFORE PLACEMENT IN FIELD. 28 CONTRACTOR SHALL PROVIDE ELECTRICAL DRAWINGS STAMPED AND SIGNED BY LICENSED ENGINEER. PROVIDE COMPLETE WORKING DRAWINGS, CALCULATIONS AND DESCRIPTIVE DATA AS REQUIRED TO OBTAIN PERMITS FOR TENANT ELECTRICAL WORK. (DOES NOT ALWAYS APPLY) 29 LABEL ALL JUNCTION BOXES WITH CIRCUITS. LABEL PANEL WITH PREPRINTED TYPEWRITTEN PANEL SCHEDULE. 30 ALL CONDUIT SHALL BE EMT OR FLEX, NO BX OR PREWIRED CABLE ALLOWED. 31 ALL ELECTRICAL OUTLETS TO BE 120V. SINGLE PHASE AND MINIMUM 15 AMPS 3-WIRE GROUNDED WITH 1/2" CONDUIT. (UNLESS OTHERWISE NOTED) 32 PROVIDE SUPPORT FOR ALL CONDUITS ABOVE THE CEILING AS REQUIRED PER CODE. 33 ENSURE THAT ROOM SEPARATION OF LIGHTING IS MAINTAINED BY PROVIDING SWITCHING REQUIRED TO ACCOMPLISH THIS. 34 ELECTRICAL ENGINEER WILL BE RESPONSIBLE FOR EMERGENCY LIGHTING CALCULATIONS AND SPECS. 35 IF LIGHT FIXTURES ARE TO BE REUSED/RELOCATED, CONTRACTOR SHALL CLEAN & RE-LAMP TO MATCH. ALL LIGHTS AND FIXTURES OF THE SAME TYPE (NEW AND EXISTING) SHALL HAVE MATCHING LAMPS. 36 ALL SWITCHING AND LIGHTING LAYOUTS SHALL COMPLY WITH TITLE 24. 37 VERIFY QUANTITY OF LIGHT FIXTURES BETWEEN ARCHITECTURAL DRAWINGS AND ENGINEERING DRAWINGS. IF QUANTITY IS DIFFERENT NOTIFY ARCHITECT DURING BIDDING. 26 52 00 - SAFETY LIGHTING 1 GENERAL CONTRACTOR SHALL PROVIDE AN EMERGENCY EXIT AND EXIT LIGHTING SYSTEM AS REQUIRED BY GOVERNING JURISDICTIONS. 2 GENERAL CONTRACTOR TO PROVIDE EXIT SIGNS READILY VISIBLE TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. EXIT SIGNS SHALL BE PROPERLY ILLUMINATED. (2022 CBC 1013.5 AND 1013.6) ALL EXIT SIGN GRAPHICS, ILLUMINATION, AND POWER SOURCE MUST COMPLY WITH (2022 CBC 1013.5 AND 1013.6) 3 CONTRACTOR MUST COMPLY WITH (2022 CBC 1013.5 AND 1013.6) FOR THE EXIT SIGN GRAPHIC, ILLUMINATION, AND POWER SOURCE. 4 THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11-LUX) AT THE WALKING SURFACE LEVEL. (2022 CBC 1008.1, 1008.2) 5 EXIT ILLUMINATION SHALL COMPLY WITH 2022 CBC SECTION 1008 AND 1013. 6 EXIT SIGNS SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF 50 OR MORE. EXCEPTION: MAIN EXTERIOR EXIT DOORS WHICH OBVIOUSLY AND CLEARLY ARE IDENTIFIABLE AS EXITS NEED NOT BE SIGNED WHEN APPROVED BY THE BUILDING OFFICIAL. 7 WHEN NECESSARY, THE FINAL LOCATION AND QUANTITY OF EXIT SIGNS SHALL BE DETERMINED BY THE FIRE DEPARTMENT PRIOR TO CONSTRUCTION OF ANY WORK. 8 THE COLOR AND DESIGN OF LETTERING, ARROWS AND OTHER SYMBOLS ON EXIT SIGN SHALL BE IN HIGH CONTRAST WITH THEIR BACKGROUND (3/4" X 6" LETTERS MIN.) ACCESSIBILITY ACKNOWLEDGEMENT 1 ALL FIXTURES PROVIDED FOR DATA CABLING SHALL COMPLY WITH DATA CONSULTANT'S PERFORMANCE CRITERIA. (EG: CAT5, ECAT5, CAT6...) 2 ALL FIRE PREVENTION WIRING IS TO BE PLACED IN CONDUIT. 3 FIRE RATED TEFLON PLENUM CABLES SHALL BE USED FOR TELEPHONE AND ANY LOW-VOLTAGE CIRCUITS NOT IN CONDUIT. 4 PROVIDE TELEPHONE OUTLET BOXES (WHERE SHOWN ON "ELECTRICAL/ TELEPHONE PLAN") AND ALL NECESSARY CONDUIT RUNS TO TELEPHONE EQUIPMENT AS REQUIRED. 5 ALL TELEPHONE WIRING CONDUIT SHALL BE CONCEALED IN PARTITIONS AND/OR CEILING. 6 PROVIDE CONDUIT FROM SERVER ROOM TO CEILING FOR HORIZONTAL CABLE DISTRIBUTION. DATA VENDOR TO CONFIRM SIZE AND QUANTITY OF CONDUITS. 7 CONTRACTOR TO COORDINATE TELEPHONE/ DATA CONDUIT SIZE REQUIREMENTS WITH CLIENTS TELEPHONE/ DATA VENDOR. 8 CONTRACTOR TO PROVIDE CONDUIT AND NECESSARY CONNECTIONS BETWEEN TENANT'S TELEPHONE EQUIPMENT AND BUILDING MAIN TELEPHONE CLOSET. SIZE AS REQUIRED BY TENANT VENDOR. 28 46 00 FIRE DETECTION AND ALARM 1 SMOKE DETECTORS SHALL BE INSTALLED IN TENANT SPACE BY LICENSED ALARM SYSTEMS CONTRACTOR, WORK SHALL BE CONNECTED TO EXISTING BUILDING SYSTEM. 2 REWORK FIRE/LIFE SAFETY SYSTEM AS REQUIRED TO COMPLY WITH CURRENT CODE. 3 PROVIDE EMERGENCY NOTIFICATION SYSTEM FOR THE HEARING AND VISUAL IMPAIRED PER A.D.A. REQUIREMENTS AND 2022 CBC 11B-215. 1ST & 2ND FLOOR NARRATIVE OF OPERATION CONSTRUCTION SPECIFICATIONS 1. GARBAGE DISPOSAL, REFER TO SPECIFICATION BELOW: MANF.: INSINKERATOR MODEL: BADGER - CONTINUOUS FEED HP: 3/4 POWER: 120 VOLTS, 60 HERTZ, 9.5 AMP NOTE #1: SWITCH AT WALL. NOTE #2: POWER CONNECTION: LINE CORD. 2. UNDER COUNTER INSTANTANEOUS WATER HEATER, REFER TO SPECIFICATION BELOW: MANF.: CHRONOMITE MODEL: M-30L OR EQUAL POWER: 30amps, 277volts, 4160watts NOTE #1: 57‹ F TEMP. RISE, 1.0 GPM FLOW RATE. NOTE #2: MOUNT SO THAT IT IS NOT VISIBLE. NOTE #3: CONTRACTOR TO VERIFY AVAILABLE VOLTAGE FOR USE. 3. BOTTOM FREEZER REFRIGERATOR, REFER TO SPECIFICATION BELOW: MANF.: FRIGEDAIRE MODEL: FRBG1224AV DESCRIPTION: FRIGIDAIRE 11.5 CU. FT. BOTTOM FREEZER REFRIGERATOR POWER: STANDARD 120 VOLT DUPLEX, 60HZ., 15A SIZE: 72-13/16"H X 23-5/8"W X 27-3/16"D NOTE #1: PROVIDE WATERLINE FOR BUILT IN ICE MAKER NOTE #2: GLASS SHELVES 4. UNDER COUNTER ADA REFRIGERATOR, REFER TO SPECIFICATION BELOW: MANF.: PERLICK MODEL: 24" ADA COMPLIANT SERIES HB24RS FINISH: STAINLESS STEEL POWER: 120 VAC/60 HZ/1 PH SIZE: 32-1/8" HIGH x 24" WIDE x 24" DEEP NOTE: 24" FULL LENGTH STAINLESS STEEL VERTICAL PULL LOCATION: MOTHER'S ROOM 5.TOP LOAD WASHER AND ELECTRIC DRYER, REFER TO SPECIFICATION BELOW: MANF.:SPEED QUEEN MODEL:26 INCH TOP LOAD WASHER TR3003WN 27 INCH ELECTRIC DRYER DR300WE POWER: WASHER : 120 V, 15A, 60 HZ DRYER : 240 V, 30A, SIZE: WASHER: 42-3/4" H X 28" D X 25-5/8" W DRYER: 42-3/4" H X 28" D X 26-7/8" W NOTE:PROVIDE FLEXIBLE METAL VENT KIT. 6. MICROWAVE OVEN, REFER TO SPECIFICATION BELOW: MANF.: GENERAL ELECTRIC PROFILE SERIES MODEL: PEM31SFSS OR EQUAL DESCRIPTION: 1.1 CU. FT. COUNTERTOP MICROWAVE OVEN SIZE: 24" WIDE, 12-1/8" HIGH, 12-7/8" DEEP COLOR: STAINLESS STEEL POWER: 120 VOLTS, 60HZ, 8.6 AMPS NOTE: REFER TO ELEVATIONS FOR ELECTRICAL MOUNTING HEIGHTS. 7. SINGLE DOOR ALL REFRIGERATOR MANF: FRIGIDAIRE MODEL: FPRU19F8WF DESCRIPTION: FRIGIDAIRE PROFESSIONAL 19 CU. FT. SINGLE-DOOR REFRIGERATOR POWER: STANDARD 120 VOLT DUPLEX, 15 AMP SIZE: 72-1/2" H X 27" D X 32-7/8" W FINISH: STAINLESS STEEL NOTE: REFER TO ELEVATIONS FOR HINGE 8. SINGLE DOOR ALL FREEZER, REFER TO SPECIFICATION BELOW: MANF: FRIGIDAIRE MODEL: FPFU19FWF DESCRIPTION : FRIGIDAIRE PROFESSIONAL 19 CU. FT. SINGLE-DOOR FREEZER POWER: STANDARD 120 VOLT DUPLEX, 15 AMP SIZE: 72-1/2" H X 27" D X 32-7/8" W FINISH: STAINLESS STEEL NOTE: PROVIDE WATER LINE FOR BUILT-IN ICE MAKER NOTE: REFER TO ELEVATIONS FOR HINGE EQUIPMENT SPECIFICATIONS 1. SEMI-RECESSED FIRE EXTINGUISHER CABINET, REFER TO SPECIFICATION BELOW: MANF.: POTTER-ROEMER NAME: 1700 SERIES MODEL: 1734-DVL-RR (3" ROLLED EDGES) (NON RATED) SIZE: 11-3/4" WIDE x 26-3/4" HIGH x 6" DEEP MODEL: FRC1734-DVL-RR (ROLLED EDGES) (RATED) SIZE: 11-3/4" WIDE x 26-3/4" HIGH x 6-7/8" DEEP PAINT EXTERIOR TO MATCH ADJACENT WALL. FIN.: INTERIOR OF CABINET IS TO REMAIN STANDARD WHITE FINISH. MT. HT.. TOP OF CABINET AT 50 1/2" A.F.F.. . NOTE 1: USE SEMI-RECESSED STYLE WALL MOUNT. NOTE 2: AT FIRE RATED CONDITION A MINIMUM OF 3-5/8" STUDS MUST BE USED. NOTE 3: PROVIDE CABINET LETTERS 1961. NOTE 4: REFER TO DETAIL 13/A-30.0. NOTE 5: PROVIDE WITH EXTINGUISHER 3006, 3010, 3306, 3310 AND 3405. 2. SINGLE COMPARTMENT SINK, REFER TO SPECIFICATION BELOW: MANF.: JUST NAME: ADA COMPLIANT UNDERMOUNT MODEL: US-ADA-1830-A -18GA. (DRAIN LOCATION CENTER REAR) SIZE: 16" LONG X 28" WIDE X 5" DEEP - VERIFY ADA CLEARANCES BEFORE ORDERING FIN.: 18 GA. TYPE 304 18-8 STAINLESS STEEL. UNDERSIDE IS FULLY UNDERCOATED. NOTE #1: ONE (1) FAUCET HOLES FURNISHED, U.O.N., NOTE #2: LEVER FAUCET TO BE: MANF..: KOHLER FAUCETS MODEL: CRUE K-22974 DESCRIPTION: TOUCH LESS PULL-DOWN SINGLE-HANDLE KITCHEN FAUCET SIZE: 17-3/16" HIGH, 4-3/16" WIDE, 8-9/16" DEEP FINISH: POLISHED CHROME (CP) AT COFFEE STATIONS. MATTE BLACK (BL) AT BREAK ROOM #1092B. POWER: 120 V AC REQUIRED, PROVIDE DUPLEX POWER. 3. BOTTLE FILLER, REFER TO SPECIFICATION BELOW: MANF.: MURDOCK NAME: REFRIGERATED SURFACE MOUNT SENSOR OPERATED BOTTLE FILLER MODEL: BF168 SERIES SIZE: 53" HIGH X 23-3/4" WIDE X 19" OVERALL DEPTH NOTE:PROVIDE POWER AND WATER LINE PER SPECIFICATIONS. 4. DOUBLE COMPARTMENT SINK, REFER TO SPECIFICATION BELOW: MANF..: ELKAY NAME:DOUBLE BOWL LUSTERTONE UNDERMOUNT ADA SINK WITH PERFECT DRAIN MODEL:ELUHAD311850PD (DRAIN LOCATION AT REAR) SIZE:30-3/4" LONG X 18-1/2" WIDE X 4-7/8" DEEP FIN.: STAINLESS STEEL NOTE #1: THREE (3) FAUCET HOLES FURNISHED, U.O.N., NOTE #2:LEVER FAUCET TO BE: MANF..:KOHLER FAUCETS MODEL:CRUE K-22974 DESCRIPTION:TOUCH LESS PULL-DOWN SINGLE-HANDLE KITCHEN FAUCET SIZE:17-3/16" HIGH, 4-3/16" WIDE, 8-9/16" DEEP FINISH:POLISHED CHROME (CP) POWER:120 V AC REQUIRED, PROVIDE DUPLEX POWER. B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 N +8'-5" X X X X X X X X X X OVERALL SITE PLAN (FOR REFERENCE ONLY) AS NOTED LEGEND OVERALL SITE PLAN (FOR REFERENCE ONLY)1SCALE: 1"=60'-0" N KEYNOTES 1 EXISTING SITE PLAN TO REMAIN, N.I.C. SITE IMPROVEMENTS UNDER SEPARATE PERMIT. SEE SHEETS A-0.4A FOR EXISTING PATH OF TRAVEL. FOR REFERENCE ONLY PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 1220SCALE 816SCALESCALE A-0.4SCALE NANOT USED 1ST & 2ND FLOOR EXISTING SITE (N.I.C) SITE IMPROVEMENTS UNDER SEPARATE PERMIT (N.I.C) INTERIOR SCOPE OF WORK INTERIOR 3 A-0.8 1 SITE SCOPE OF WORK DOG KENNEL NANOT USEDNANOT USEDNANOT USED AREA NOT IN CONTRACT (N.I.C.). EXISTING CONSTRUCTION TO REMAIN. EXISTING SITE ELEMENT TO REMAIN. NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 SITE PLAN AND ACCESSIBLE PATH OF TRAVEL AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 A-0.4A 1ST & 2ND FLOOR NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 ENLARGED SITE PLAN AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 A-0.4B 1ST & 2ND FLOOR NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 ENLARGED SITE PLAN AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 A-0.4C 1ST & 2ND FLOOR NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 SITE PLAN DETAILS AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 A-0.4D 1ST & 2ND FLOOR NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 1ST FLOOR A-0.5A EXISTING/DEMP OVERALL FIRST FLOOR PLAN AS NOTED EXISTING/DEMOLITION OF OVERALL FIRST FLOOR PLAN SCALE: 1/16"=1'-0" 1 N EXISTING SINGLE TENANT SPACE TI SCOPE AREA EXISTING SINGLE TENANT SPACE TI SCOPE AREA EXISTING SINGLE TENANT SPACE TI SCOPE AREA EXISTING SINGLE TENANT SPACE NOT IN SCOPE EXISTING SINGLE TENANT SPACE NOT IN SCOPE NOTE: NO EXISTING UNITS AS THIS BUILDING WAS A SINGLE OCCUPIED BUILDING. NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 X X XX X 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A FE N N N N N N N N NNN N N N N N N N N N N N N N N N N N N N N N N NNNNN N N N N X N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC N +8'-5" N 30'-0" 1 7 4 ' - 0 " T O E X I T 2 92'-0" TO EXIT 4 55'-0" 82'-5" TO EXIT 4 103'-5" TO EXIT 1 66'-0" 106'-6" TO EXIT 3 34 ' - 6 " 107'-3" TO EXIT 1 149'-2" TO EXIT 1 180'-4" TO EXIT 6 46'-4" 12 3 ' - 0 " T O E X I T 6 13 5 ' - 8 " T O E X I T 5 2 6 ' - 0 " 121'-5" TO EXIT 5 21 1 ' - 1 " T O E X I T 1 44'-11" 74'-6" 1 5 9 ' - 6 " T O E X I T B 246'-6" TO EXIT A 141'-10" TO EXIT B 16 9 ' - 2 " T O E X I T A 19'-2" 124'-2" TO EXIT 2 64'-2" TO EXIT B PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 NOTE: ALL SIGNAGE SHALL COMPLY WITH 2022 CBC 11B-703. REFER TO SHEET A-0.6 FOR ADDITIONAL INFORMATION SYMBOL OF ACCESSIBILITY SIGNAGE 5SCALE: NTS 12" 60 " 1ST FLOOR A-0.5B OVERALL FIRST FLOOR EXIT ROUTES AND TACTILE SIGNAGE AS NOTED COMMON PATH OF EGRESS DISTANCE / MAXIMUM TRAVEL DISTANCE / TACTILE EXIT SIGN LOCATIONS SCALE: 1/16"=1'-0" 1 N EXIT 5 EXIT 7 EXIT 1 EXIT 4 EXIT 3 EXIT 8 EXIT ANALYSIS USE SQUARE FOOTAGE LOAD FACTOR OCCUPANTS LOAD LOBBY - NIC #100 858 VOC TRAINING ROOM #102 443 COMPUTER LAB #103 504 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 01 #104 1,289 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 02 #106 1,393 VOCATIONAL TRAINING KITCHEN - A #107 N.I.C.187 VOCATIONAL TRAINING KITCHEN - B #108 N.I.C.236 VOCATIONAL TRAINING KITCHEN - STORAGE #109 N.I.C.139 EXISTING WALK-IN REF #110 N.I.C. EXISTING WALK-IN FREEZER #111 N.I.C. 110 46 YRC DJCO OFFICE #113 703 YRC CLASSROOM 04 #114 758 YRC CLASSROOM 03 #115 743 YRC CLASSROOM 02 #116 759 YRC CLASSROOM 01 #117 757 PRIVATE OFFICES # 118, 119, 120, 121, 122, 123, 124, 125, 126, 127, 128, 129, 134, 135, 136, 137, 138 & 154 2,414 COPY/PRINT AND STORAGE #130 344 YRC MEN'S & WOMEN'S RESTROOMS - NIC#131 &132 445 USE SQUARE FOOTAGE LOAD FACTOR OCCUPANTS LOAD YRC CONFERENCE ROOM 01 #139 248 (3) JANITOR - NIC #142 31 BLDG TELE. ROOM - NIC #143 39 YRC WOMEN'S RESTROOM - NIC #144 163 172YRC MEN'S RESTROOM - NIC #145 YRC MEN'S LOCKER #146 366 (N) MEN'S RESTROOM #147 68 YRC WOMEN'S LOCKER #148 346 (E) RESTROOM #149 63 YRC RECEPTION #152 208 (3) YRC ENTRY #153 500 (3) YRC CONFERENCE ROOM 02 #156 664 (3) YRC WAITING #155 401 (3) GROUP OFFICE #157 236 YRC SENSORY OFFICE #158 162 (3) YRC STAFF BREAK ROOM #159 655 (3) DCT READY OFFICE #160 127 TVS MAT TRAINING ROOM 01 #161 2,330 TVS MAT STORAGE #162 457 DCT INSTRUCTOR OFFICE #163 128 USE SQUARE FOOTAGE LOAD FACTOR OCCUPANTS LOAD CHANGING ROOM #164 20 CHANGING ROOM #165 CHANGING ROOM #166 CHANGING ROOM #167 20 20 19 CHANGING ROOM #168 20 CHANGING ROOM #169 20 CHANGING ROOM #170 20 CHANGING ROOM #171 20 CHANGING ROOM #172 20 CHANGING ROOM #173 20 TVS ACADEMY OFFICE #174 224 (3) ACCESSIBLE CHANGING ROOM #175 159 TVS BREAK ROOM #176 781(3) TVS LIBRARY #177 438 (3) TVS FITNESS/SHOWER/LOCKER #178 1,090 MEN'S SHOWER & RESTROOM #179 378 WOMEN'S SHOWER & RESTROOM #180 379 CLASSROOM 05 #182 1,024 CLASSROOM 04 #183 1,025 ACADEMY STORAGE #184 348 USE SQUARE FOOTAGE LOAD FACTOR OCCUPANTS LOAD CLASSROOM 03 #185 1,167 CLASSROOM 02 #186 1,166 TVS DISPLAY #187 374 WOMEN'S RESTROOM #188 293 MEN'S RESTROOM #189 350 TVS RECEPTION #190 362 (3) TVS CLASSROOM 01 #192 997 COMPUTER LAB #194 236 RANGE OFFICE #195 186 TVS RANGE SIM TRAINING ROOM 03 #196 1,217 TVS SCENARIO TRAINING ROOM 02 #198 3,480 RANGE OFFICE/OPEN WORK/STORAGE #202 861 YRC WAREHOUSE #203 1,988 YRC CLASSROOM #204 649 WASHER/ DRYER #205 112 MDF #207 280 OCCUPANT CALCULATION MAXIMUM TOTAL # OF OCCUPANTS TOTAL OCCUPANT SQUARE FOOTAGE # OF EXITS REQUIRED FOR TABLE 1006.3.3 # OF EXITS FOR SUITE 863 EXIT CALCULATIONS BASED ON SPRINKLERED BUILDING REQUIRED EXIT WIDTH (INCHES) DOOR # 1, 2, 3, & 9 = 72" DOOR #5 = 60" DOOR # 4, 6, 7, & 8 = 36" 0.2 X 853 = 170.6" REQUIRED 159.8" / 9 EXITS = 18.95" (MIN PER CBC 1010.1.1 = 32") 50,831 3 9 50 (1)9 50 (1)10 26 28 200 200 1 300 1 300 1 300 1 150 5 15 15 15 15 150 16 300 2 -- 15 17 300 1 300 1 -- -- 50 8 -- 50 7 -- 15 14 15 34 15 44 15 27 15 16 15 11 15 44 150 1 47 300 2 150 1 50 1 50 1 50 1 50 1 50 1 50 1 50 1 50 1 50 1 50 1 15 15 50 3 15 52 15 29 50 22 -- -- 50 (1)20 21 300 1 24 50 24 50 8 -- -- 15 24 20 5 150 2 25 70 (4) 300 3 300 7 13 300 1 300 1 150 6 1 TVS ADMIN OFFICE #191 538 150 4 MOTHER'S ROOM #206 81 150 1 USE SQUARE FOOTAGE LOAD FACTOR OCCUPANTS LOAD STORAGE #185A 103 300 1 STORAGE #186A 103 300 1 DROP IN OFFICE #199 135 150 1 DROP IN OFFICE #200 131 150 1 RATED VESTIBULE #151A 119 -- GUN LOCKERS #202A 134 50 3 ELECT. ROOM #207A 75 300 1 EXIT 9 SUITE 100 - UNOCCUPIED (N.I.C.) OCCUPANCY: B-OFFICE OCCUPANT LOAD: 22,617 SQ. FT./150 =151 EXITS REQUIRED (CBC 1006.3.3) = 2 PROVIDED EXITS = 3 EXIT WIDTH REQUIRED = 151 X 0.2" = 30.2" / 3 EXITS = 10.06" (MIN. DOOR WIDTH 32") SUITE 150 - COUNTY OF ORANGE YOUTH REPORT CENTER REFER TO A-0.5C FOR ENLARGED EXIT ANALYSIS SUITE 100 - NIC SUITE 100 - NIC SUITE 150 - COUNTY OF ORANGE YOUTH REPORT CENTER REFER TO A-0.5C & A-0.5D FOR ENLARGED EXIT ANALYSIS SUITE 150 - COUNTY OF ORANGE YOUTH REPORT CENTER REFER TO A-0.5C & A-0.5D FOR ENLARGED EXIT ANALYSIS SUITE 125 - COUNTY OF ORANGE TRAINING AND VOLUNTEER SERVICES REFER TO A-0.5C & A-0.5D FOR ENLARGED EXIT ANALYSIS COMMON AREA BUILDING LOBBY (N.I.C) 1-HOUR FIRE RATED TUNNEL LOBBY LEGEND AREA NOT IN CONTRACT (N.I.C.). EXISTING CONSTRUCTION TO REMAIN. NEW CONSTRUCTION, TYPICAL PARTITION UNLESS OTHERWISE NOTED. COMMON PATH OF EGRESS < 100 FEET (1006.2.1 CBC) MAXIMUM PATH OF TRAVEL < 300 FEET (1017.2 CBC) ACCESSIBLE PATH OF TRAVEL CEILING MOUNTED EXIT SIGN. DARK QUADRANT INDICATES FACE. ARROW(S) INDICATE DIRECTION. BUILDING STANDARD, FULLY RECESSED FIRE EXTINGUISHER CABINET.FEC BUILDING STANDARD, SEMI - RECESSED FIRE EXTINGUISHER CABINET.SFEC EXIT 2 EXIT 6 SUITE 125 - COUNTY OF ORANGE TRAINING AND VOLUNTEER SERVICES REFER TO A-0.5C & A-0.5D FOR ENLARGED EXIT ANALYSIS ±468'- 1 " MAX. D I A G O N A L - O R A N G E C O U N T Y S U I T E 304'-8 " DISTAN C E B E T W E E N E X I T S O R A N G E C O U N T E R S U I T E > 1 / 3 D I A G O N A L ( S P R I N K L E R E D B L D G . ) ±11 4 ' - 3 " DIS T A N C E B E T W E E N E X I T S N . I . C . > 1 / 3 D I A G O N A L ( S P R I N K L E R E D B L D G . ) ±2 1 0 ' - 5 " MA X . D I A G O N A L - N . I . C . 50 (1) 50 (1) 50 (1) 50 (1) 50 (1) 50 (1) 50 (2) 50 (1) 50 (1) 50 (1) 50 (1) 50 (2) 50 (2) 50 (1) OCCUPANCY NOTES (1) ROOMS INTENDED USE IS FOR A VOCATIONAL TRAINING PROGRAM LEAD BY THE ORANGE COUNTY PROBATION DEPARTMENT; PER CBC 304.1, B-OCCUPANCY FOR A "TRAINING AND SKILL DEVELOPMENT NOT IN A SCHOOL OR ACADEMIC PROGRAM." OCCUPANCY LOAD FACTOR FOR A VOCATIONAL ROOM PER CBC TABLE 1004.5 (2) ROOMS INTENDED USE IS FOR PHYSICAL TRAINING OF ORANGE COUNTY PROBATION DEPARTMENT STAFF; PER CBC 304.1, B-OCCUPANCY FOR A "TRAINING AND SKILL DEVELOPMENT... [INCLUDING] MARTIAL ARTS STUDIOS, GYMNASTICS AND SIMILAR USES REGARDLESS OF THE AGES SERVED." OCCUPANCY LOAD FACTOR FOR A EXERCISE ROOM PER CBC TABLE 1004.5. OCCUPANCY NOTES (CONT.) (3) PER CBC 303.1.2 A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS OR THAT IS LESS THAN 750 SQ. FT. IN AREA AND ACCESSORY TO THE MAIN OCCUPANCY SHALL BE CLASSIFIED AS A B-OCCUPANCY. (4) PER CBC TABLE 1006.2.1, ROOM HAS OVER 49 OCCUPANTS AND REQUIRES MORE THAN ONE EXIT. SEE ENLARGED FLOOR PLAN ON A-0.5D. STAIR 1 STAIR 2 STAIR 3 STAIR 5 STAIR 6 STAIR 4 EXIT B 36" DOOR EXIT A 72" DOOR EXIT C 36" DOOR COMMON AREA EXIT CORRIDOR (N.I.C) COMMON AREA STAIR ACCESS (N.I.C) OPEN WORK AREA #140 1,048 150 7 SUITE 125 MAIN ENTRY STORAGE #196A 149 1300 B B B 1-HOUR FIRE RATED TUNNEL LOBBY B B B B B B EX I S T I N G D E M I S I N G W A L L B E T W E E N E X I S T I N G B B U I L D I N G W A L L W I L L R E M A I N A S - I S . NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 N +8'-5" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 FE N N N N N N N N NNN N N N N N N SFEC SFEC SFEC SFEC A B B.2 B.7 C D D.7 E PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 A-0.5C 1ST FLOOR EXIT ROUTES AND TACTILE SIGNAGE 1/8" = 1'-0" 1ST FLOOR SCOPE OF WORK "C" MA T C H L I N E SE E S H E E T A - 0 . 5 D MA T C H L I N E SE E S H E E T A - 0 . 5 D LEGEND TACTILE EXIT SIGNS TACTILE EXIT SIGN PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR AT +60" A.F.F. MOUNTED LOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN SWING PATH OF THE DOOR [11B-307 (PROTRUDING OBJECTS); SEC. 1013.4 AND 11B-703 (TACTILE EXIT SIGNAGE)] LITERARY BRAILLE STANDARD DIMENSIONS DOT DIAMETER - .059" INTER-DOT SPACING - .090" HORIZONTAL SEPARATION BETWEEN CELLS -.241" VERTICAL SEPARATION BETWEEN CELLS -.395" LETTERS & NUMBERS SHALL BE RAISED 1/32", UPPER CASE, SANS SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE II BRAILLE RAISED CHARACTERS. SHALL BE AT LEAST 5 8" HIGH, BUT NO HIGHER THAN 2" CHARACTERS AND BRAILLE SHALL BE IN HORIZONTAL FORMAT AND WITH BRAILLE PLACED 3 8" MIN AND 1 2" MAX DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. EXIT CORRESPONDING GRADE II BRAILE EQ EQ48 " M I N . NOTES 1. SIGNS W/ RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED 48" MINIMUM ABOVE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST LINE OF BRAILLE & 60" MAXIMUM ABOVE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. MOUNTING LOCATION SHALL BE BEYOND THE ARC OF THE DOOR SWING BETWEEN THE CLOSED POSITION AND THE 45 DEGREE OPEN POSITION. 2. RAISED CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE UPPERCASE "T". STROKE THICKNESS OF THE UPPERCASE "T" SHALL BE 15% MAXIMUM OF THE HEIGHT OF THE CHARACTER. 3. BRAILLE SIGN TYPICAL MOUNTING HEIGHTS PER CBC 11B-703.4.1. 60 " M A X . 1.A TACTILE EXIT SIGN WITH THE WORD "EXIT", SHALL IDENTIFY EACH GRADE LEVEL EXTERIOR EXIT DOOR. EXIT TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS: CORRESPONDING GRADE II BRAILLE LINE OF FINISHED FLOOR EXIT ROUTE CORRESPONDING GRADE II BRAILLE LINE OF FINISHED FLOOR 2.A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE" SHALL IDENTIFY EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN. 60 " M A X . 48 " M I N . 60 " M A X . 48 " M I N . EXIT STAIR DOWN 3. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVER EXTERIOR EXIT BY MEANS OF A STAIRWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE "EXIT STAIR DOWN" CORRESPONDING GRADE II BRAILLE LINE OF FINISHED FLOOR 60 " M A X . 48 " M I N . 4.A TACTILE SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: "LEVEL #" **AT EXIT DISCHARGE, SIGN SHALL HAVE RAISED FIVE-POINTED STAR TO LEFT OF IDENTIFYING FLOOR LEVEL. THE OUTSIDE DIAMETER OF STAIR SHALL BE SAME AS THE HEIGHT OF THE RAISED CHARACTERS. PROVIDE ROOF ACCESS/NO ROOF ACCESS AS REQUIRED. STAIR 01 1LEVEL 60 " CORRESPONDING GRADE II BRAILLE 1" HIGH LINE OF FINISHED FLOOR18 " MI N . 12" MIN. 5" 112" "ROOF ACCESS OR NOT" AREA NOT IN CONTRACT (N.I.C.). EXISTING CONSTRUCTION TO REMAIN. NEW CONSTRUCTION, TYPICAL PARTITION UNLESS OTHERWISE NOTED. COMMON PATH OF EGRESS < 100 FEET (1006.2.1 CBC) MAXIMUM PATH OF TRAVEL < 300 FEET (1017.2 CBC) ACCESSIBLE PATH OF TRAVEL CEILING MOUNTED EXIT SIGN. DARK QUADRANT INDICATES FACE. ARROW(S) INDICATE DIRECTION. KEYNOTES 1 TACTILE EXIT SIGNAGE. SEE DETAIL #1 2 TACTILE EXIT ROUTE SIGNAGE. SEE DETAIL #2 3 TACTILE EXIT STAIR SIGNAGE. SEE DETAIL #3 4 TACTILE STAIR LEVEL IDENTIFICATION SIGNAGE. SEE DETAIL #4 5 PROVIDE NEW OCCUPANT LOAD SIGNAGE PER SECTION CBC 2022 1004.9 SIGN WALL SHALL BE POSTED IN A CONSPICUOUS PLACE NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM. REFER TO APPLICABLE ASSEMBLY OCCUPANT LOAD CALCULATION PER EXIT ANALYSIS TABLE ON THIS SHEET. 6 INTERNATIONAL SYMBOL OF ACCESSIBILITY LOCATED ON 1st FLOOR. SEE DETAIL #5/A-0.5B. KEY PLAN N BUILDING STANDARD, FULLY RECESSED FIRE EXTINGUISHER CABINET.FEC BUILDING STANDARD, SEMI - RECESSED FIRE EXTINGUISHER CABINET.SFEC REFER TO SHEET A-0.5B FOR EXIT ANALYSIS CALCULATION YRC DJCO OFFICE 113 LOBBY - NIC 100 VOC TRAINING ROOM 102 COMPUTER LAB 103 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 01 104 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 02 106 HALLWAY 105 EXISTING WALK-IN REF 110 VOCATIONAL TRAINING KITCHEN - STORAGE 109 EXISTING WALK-IN FREEZER 111 HALLWAY 112 YRC CLASSROOM 04 114 YRC CLASSROOM 03 115 YRC CLASSROOM 02 116 YRC CLASSROOM 01 117 HCA PRIVATE OFFICE 01 121 HCA PRIVATE OFFICE 04 118 HCA PRIVATE OFFICE 03 119 HCA PRIVATE OFFICE 02 120 YRC LG OFFICE 02 122 YRC PRIVATE OFFICE 05 123 YRC PRIVATE OFFICE 04 124 YRC PRIVATE OFFICE 03 125 YRC PRIVATE OFFICE 02 126 YRC PRIVATE OFFICE 01 127 YRC PRIVATE OFFICE 06 128 YRC LG OFFICE 01 129 OPEN WORK AREA 140 COPY/PRINT AND STORAGE 130 YRC MEN'S RESTROOM - NIC 131 YRC WOMEN'S RESTROOM - NIC 132 YRC PRIVATE OFFICE 06 134 YRC PRIVATE OFFICE 07 135 YRC PRIVATE OFFICE 08 136 YRC PRIVATE OFFICE 09 137 YRC PRIVATE OFFICE 10 138 YRC CONFERENCE ROOM 01 139 JANITOR - NIC 142 BLDG TELE. ROOM - NIC 143 YRC WOMEN'S RESTROOM - NIC 144 YRC MEN'S RESTROOM - NIC 145 YRC MEN'S LOCKER 146 YRC WOMEN'S LOCKER 148 (N) MEN'S RESTROOM 147 (E) RESTROOM 149 HALLWAY 150 HALLWAY 133 VOCATIONAL TRAINING KITCHEN - B 108 VOCATIONAL TRAINING KITCHEN - A 107 48 " M I N . 18 " MI N . 44" MIN. 18 " MI N . 48 " M I N . 48 " M I N . 48 " M I N . 48 " M I N . 18 " MI N . 18 " MI N . 12 " MI N . 48 " M I N . 18" MIN. 18" MIN. 44" MIN.44" MIN. 48 " M I N . 18 " MI N . 44" MIN. 48 " M I N . 1 22 2 22 2 1 1 1 2 2 2 2 2 SUITE 150 - COUNTY OF ORANGE YOUTH REPORT CENTER SUITE 150 - COUNTY OF ORANGE YOUTH REPORT CENTER SUITE 150 - COUNTY OF ORANGE YOUTH REPORT CENTER REFER TO A-0.5C & A-0.5D FOR ENLARGED EXIT ANALYSIS B 4'-11" 44 " M I N . 24" MIN. B B 12 " M I N . EXISTING 1-HR. RATED CORRIDOR 141 B EXISTING 1-HR. RATED CORRIDOR 101 B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 X X X X X X XXXXX X X X X 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 CN N N N N N N N N N N N N N N N N N N N NN NNN N N X X X N SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC N +8'-5" N N +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 MA T C H L I N E SE E S H E E T A - 0 . 5 C SE E S H E E T A - 0 . 5 C SCOPE OF WORK "D" A-0.5D 1ST FLOOR EXIT ROUTES AND TACTILE SIGNAGE 1/8" = 1'-0" 1ST FLOOR LEGEND TACTILE EXIT SIGNS TACTILE EXIT SIGN PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR AT +60" A.F.F. MOUNTED LOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN SWING PATH OF THE DOOR [11B-307 (PROTRUDING OBJECTS); SEC. 1013.4 AND 11B-703 (TACTILE EXIT SIGNAGE)] LITERARY BRAILLE STANDARD DIMENSIONS DOT DIAMETER - .059" INTER-DOT SPACING - .090" HORIZONTAL SEPARATION BETWEEN CELLS -.241" VERTICAL SEPARATION BETWEEN CELLS -.395" LETTERS & NUMBERS SHALL BE RAISED 1/32", UPPER CASE, SANS SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE II BRAILLE RAISED CHARACTERS. SHALL BE AT LEAST 5 8" HIGH, BUT NO HIGHER THAN 2" CHARACTERS AND BRAILLE SHALL BE IN HORIZONTAL FORMAT AND WITH BRAILLE PLACED 3 8" MIN AND 1 2" MAX DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. EXIT CORRESPONDING GRADE II BRAILE EQ EQ48 " M I N . NOTES 1. SIGNS W/ RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED 48" MINIMUM ABOVE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST LINE OF BRAILLE & 60" MAXIMUM ABOVE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. MOUNTING LOCATION SHALL BE BEYOND THE ARC OF THE DOOR SWING BETWEEN THE CLOSED POSITION AND THE 45 DEGREE OPEN POSITION. 2. RAISED CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE UPPERCASE "T". STROKE THICKNESS OF THE UPPERCASE "T" SHALL BE 15% MAXIMUM OF THE HEIGHT OF THE CHARACTER. 3. BRAILLE SIGN TYPICAL MOUNTING HEIGHTS PER CBC 11B-703.4.1. 60 " M A X . 1.A TACTILE EXIT SIGN WITH THE WORD "EXIT", SHALL IDENTIFY EACH GRADE LEVEL EXTERIOR EXIT DOOR. EXIT TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS: CORRESPONDING GRADE II BRAILLE LINE OF FINISHED FLOOR EXIT ROUTE CORRESPONDING GRADE II BRAILLE LINE OF FINISHED FLOOR 2.A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE" SHALL IDENTIFY EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN. 60 " M A X . 48 " M I N . 60 " M A X . 48 " M I N . EXIT STAIR DOWN 3. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVER EXTERIOR EXIT BY MEANS OF A STAIRWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE "EXIT STAIR DOWN" CORRESPONDING GRADE II BRAILLE LINE OF FINISHED FLOOR 60 " M A X . 48 " M I N . 4.A TACTILE SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: "LEVEL #" **AT EXIT DISCHARGE, SIGN SHALL HAVE RAISED FIVE-POINTED STAR TO LEFT OF IDENTIFYING FLOOR LEVEL. THE OUTSIDE DIAMETER OF STAIR SHALL BE SAME AS THE HEIGHT OF THE RAISED CHARACTERS. PROVIDE ROOF ACCESS/NO ROOF ACCESS AS REQUIRED. STAIR 01 1LEVEL 60 " CORRESPONDING GRADE II BRAILLE 1" HIGH LINE OF FINISHED FLOOR18 " MI N . 12" MIN. 5" 112" "ROOF ACCESS OR NOT" AREA NOT IN CONTRACT (N.I.C.). EXISTING CONSTRUCTION TO REMAIN. NEW CONSTRUCTION, TYPICAL PARTITION UNLESS OTHERWISE NOTED. COMMON PATH OF EGRESS < 100 FEET (1006.2.1 CBC) MAXIMUM PATH OF TRAVEL < 300 FEET (1017.2 CBC) ACCESSIBLE PATH OF TRAVEL CEILING MOUNTED EXIT SIGN. DARK QUADRANT INDICATES FACE. ARROW(S) INDICATE DIRECTION. KEYNOTES 1 TACTILE EXIT SIGNAGE. SEE DETAIL #1 2 TACTILE EXIT ROUTE SIGNAGE. SEE DETAIL #2 3 TACTILE EXIT STAIR SIGNAGE. SEE DETAIL #3 4 TACTILE STAIR LEVEL IDENTIFICATION SIGNAGE. SEE DETAIL #4 5 PROVIDE NEW OCCUPANT LOAD SIGNAGE PER SECTION CBC 2022 1004.9 SIGN WALL SHALL BE POSTED IN A CONSPICUOUS PLACE NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM. REFER TO APPLICABLE ASSEMBLY OCCUPANT LOAD CALCULATION PER EXIT ANALYSIS TABLE ON THIS SHEET. 6 INTERNATIONAL SYMBOL OF ACCESSIBILITY LOCATED ON 1st FLOOR. SEE DETAIL #5/A-0.5B. KEY PLAN N BUILDING STANDARD, FULLY RECESSED FIRE EXTINGUISHER CABINET.FEC BUILDING STANDARD, SEMI - RECESSED FIRE EXTINGUISHER CABINET.SFEC REFER TO SHEET A-0.5B FOR EXIT ANALYSIS CALCULATION HALLWAY 151 YRC CONFERENCE ROOM 02 156 YRC RECEPTION 152 YRC ENTRY 153 YRC DROP IN OFFICE 154 YRC WAITING 155 HALLWAY 208 GROUP OFFICE 157 YRC SENSORY OFFICE 158 YRC STAFF BREAK ROOM 159 DCT READY OFFICE 160 TVS MAT STORAGE 162 TVS MAT TRAINING ROOM 01 161 DCT INSTRUCTOR OFFICE 163 TVS ACADEMY OFFICE 174 ACADEMY STORAGE 184 TVS BREAK ROOM 176 TVS LIBRARY 177 TVS FITNESS/ SHOWER/LOCKER 178 MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 HALLWAY 181 CLASSROOM 05 182 CLASSROOM 04 183 CLASSROOM 03 185 CLASSROOM 02 186 TVS DISPLAY 187 MEN'S RESTROOM 189 WOMEN'S RESTROOM 188 TVS RECEPTION 190 TVS ADMIN OFFICE 191 TVS CLASSROOM 01 192 HALLWAY 193 COMPUTER LAB 194 RANGE OFFICE 195 TVS RANGE SIM TRAINING ROOM 03 196 HALLWAY 197 TVS SCENARIO TRAINING ROOM 02 198 DROP IN OFFICE 199 DROP IN OFFICE 200 YRC CLASSROOM 204 YRC WAREHOUSE 203 RANGE OFFICE/OPEN WORK/STORAGE 202 WASHER/ DRYER 205 MDF 207 MOTHER'S ROOM 206 STORAGE 185A STORAGE 186A CHANGING ROOM 165 CHANGING ROOM 166 CHANGING ROOM 173 CHANGING ROOM 172 CHANGING ROOM 171 CHANGING ROOM 170 CHANGING ROOM 169 CHANGING ROOM 167 CHANGING ROOM 168 CHANGING ROOM 164 GUN LOCKERS 202A ELECT. ROOM 207A 18" MIN. 18" MIN. 12 " MI N . 18 " MI N . 18 " MI N . 18 " MI N . 18" MIN. 18" MIN. 18" MIN. 18" MIN. 18" MIN. 18" MIN. 44 " MI N . 48 " M I N . 18" MIN. 18" MIN. 18" MIN. 44" MIN. 18 " MI N . 18 " MI N . 18" MIN. 18" MIN. 18" MIN. 48" MIN. 48 " M I N . 1 2 2 2 1 1 1 2 2 2 2 2 2 1 1 2 22 2 2 2 1 2 1 1 WATER HEATER 179A 91'-4 " 52 ' - 3 " 2 SUITE 125 - COUNTY OF ORANGE TRAINING AND VOLUNTEER SERVICES SUITE 125 - COUNTY OF ORANGE TRAINING AND VOLUNTEER SERVICES MA T C H L I N E SUITE 150 - COUNTY OF ORANGE YOUTH REPORT CENTER B 5'-0" B B B B EXISTING 1-HR. RATED CORRIDOR 201 B RATED VESTIBULE 151A B ACCESSIBLE CHANGING ROOM 175 B B STORAGE 196A NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 FC 48 " x 2 4 " 48 " x 2 4 " 4 3 4 3 4 3 4 3 4 1 4 1 4242 1 4 1 4 1414 4 2 4 2 J 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A R R R R R R RR SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC OPEN BELOW OPEN BELOW 69 ' - 8 " T O S T A I R # 1 21 8 ' - 1 0 " T O S T A I R # 2 33'-5" 35'-5" 25 0 ' - 8 " T O S T A I R # 2 95'-9" TO STAIR #1 13 8 ' - 4 " T O S T A I R # 1 118'-8" TO STAIR #2 51'-8" 184'-0" TO STAIR #3 15 2 ' - 9 " T O S T A I R # 2 56'-11" 155'-5" TO STAIR #2 85'-8" 256'-2" TO STAIR #3 20 0 ' - 1 1 " T O S T A I R # 3 24 5 ' - 3 " T O S T A I R # 4 127'-7" TO STAIR #4 54'-10" 40'-8"39 ' - 2 " T O S T A I R # 5 33 ' - 1 0 " T O S T A I R # 6 110'-6" TO STAIR #5 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A SFEC SFEC SFEC SFEC PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 2ND FLOOR A-0.5E OVERALL SECOND FLOOR EXIT ROUTES AND TACTILE SIGNAGE AND EXISTING/DEMO OF OVERALL 2ND FLOOR PLAN AS NOTED COMMON PATH OF EGRESS DISTANCE / MAXIMUM TRAVEL DISTANCE / TACTILE EXIT SIGN LOCATIONS SCALE: 1/16"=1'-0" 1 N LEGEND AREA NOT IN CONTRACT (N.I.C.). EXISTING CONSTRUCTION TO REMAIN. NEW CONSTRUCTION, TYPICAL PARTITION UNLESS OTHERWISE NOTED. COMMON PATH OF EGRESS < 100 FEET (1006.2.1 CBC) MAXIMUM PATH OF TRAVEL < 300 FEET (1017.2 CBC) ACCESSIBLE PATH OF TRAVEL CEILING MOUNTED EXIT SIGN. DARK QUADRANT INDICATES FACE. ARROW(S) INDICATE DIRECTION. BUILDING STANDARD, SEMI - RECESSED FIRE EXTINGUISHER CABINET.SFEC OPEN BELOW ELEVATOR LOBBY SUITE 200 - UNOCCUPIED (N.I.C.) OCCUPANCY: B-OFFICE OCCUPANT LOAD: 51,304 SQ. FT./150 = 343 EXITS REQUIRED (CBC 1006.3.3) = 2 PROVIDED EXITS = 3 EXIT WIDTH REQUIRED =343 X 0.2" = 68.6" / 3 EXITS = 22.87" (MIN. DOOR WIDTH 32") PROVIDED EXIT WIDTHS FOR EXITS #1, 2, & 3 = 36" STAIR WIDTH REQUIRED = 343 X 0.3" = 102.9" / 3 STAIRS = 34.3" (MIN. STAIR WIDTH 44") PROVIDED STAIR WIDTHS FOR STAIRS #1, 2 & 3 = 48" STAIR 1 STAIR 2 STAIR 4 STAIR 5 STAIR 6 48 " 48" 48" 48 " 48 " 48" ±685 7 4 ' - 4 " MAX. D I A G O N A L - N . I . C . ±262'-1" DISTANCE B E T W E E N E X I T S N . I . C . > 1 / 3 D I A G O N A L ( S P R I N K L E R E D B L D G . ) STAIR 3 ±496 5 8 ' - 0 " MAX. D I A G O N A L - O R A N G E C O U N T Y S U I T E 255 4 1 ' - 1 0 " DIST A N C E B E T W E E N E X I T S O R A N G E C O U N T Y S U I T E > 1 / 3 D I A G O N A L ( S P R I N K L E R E D B L D G . ) SUITE 200 - NIC SU I T E 2 2 5 - C O U N T Y O F O R A N G E T R A I N I N G A N D V O L U N T E E R S E R V I C E S RE F E R T O A - 0 . 5 F F O R E N L A R G E D E X I T A N A L Y S I S SUITE 225 - COUNTY OF ORANGE TRAINING AND VOLUNTEER SERVICES REFER TO A-0.5F FOR ENLARGED EXIT ANALYSIS SUITE 200 - NIC EXIT 3 EXIT 2 EXIT 1 EXISTING/DEMOLITION OF OVERALL 2ND FLOOR PLAN SCALE:2NTS EXISTING SINGLE TENANT SPACE TI SCOPE AREA EXISTING SINGLE TENANT SPACE NOT IN SCOPE EXISTING SINGLE TENANT SPACE NOT IN SCOPE COMMON AREA HALLWAY B EX I S T I N G D E M I S I N G W A L L B E T W E E N E X I S T I N G B U I L D I N G W A L L W I L L R E M A I N A S - I S . B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 1112 13 14 15 16 17 18 19 20 21 2223 24 R R R R R R RR SFEC SFEC SFEC SFEC 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 R R R R R R RR N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N SFEC OPEN BELOW OPEN BELOW FC 48 " x 2 4 " 48 " x 2 4 " 4 3 4 3 4 3 4 3 4 1 4 1 4242 1 4 1 4 1414 4 2 4 2 J PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 A-0.5F 2ND FLOOR EXIT ROUTES AND TACTILE SIGNAGE 1/8" = 1'-0" 2ND FLOOR SCOPE OF WORK EXIT ANALYSIS USE SQUARE FOOTAGE LOAD FACTOR OCCUPANTS LOAD KEY PLAN N OCCUPANT CALCULATION MAXIMUM TOTAL # OF OCCUPANTS TOTAL OCCUPANT SQUARE FOOTAGE # OF EXITS REQUIRED FOR TABLE 1006.3.3 # OF EXITS FOR SUITE 193 22,115 2 4 EXIT CALCULATIONS BASED ON SPRINKLERED BUILDING REQUIRED EXIT WIDTH (INCHES) REQUIRED STAIR WIDTH (INCHES) 0.2 X 194 = 38.8" REQUIRED 38.8" / 4 EXITS = 9.7" (MIN PER CBC 1010.1.1 = 32") 0.3 X 194= 58.2" REQUIRED 58.2" / 3 STAIRS = 19.4" (MIN. STAIR WIDTH = 44") EXIT #1 = 72" EXIT #2, 3, & 4 = 36" STAIR 4, 5, & 6 = 48" NOTE: REFER TO SHEET A-0.5C FOR LEGEND, KEYNOTES AND TACTILE EXIT SIGNS. 3 4 3 4 TVS WELLNESS MULTIUSE OFFICE #201 1,256 123QUIET OFFICE 01 #204 PRIVATE OFFICES # 202, 203, 207, 208, 210, 211, 212, 213, 214, 215, 240 & 241 1,529 2ND FLOOR STAFF BREAK ROOM #206 655 (3) TVS PRINT/COPY #217 359 CATWALK AREA 198 1,749 TVS ASSIT. DIV. DIRECTOR AM2 #218 244 TVS STORAGE #219 929 TVS CONFERENCE 01 #220 342 RANGE MASTER OFFICE 03 #221 135 (3) RANGE MASTER OFFICE 02 #222 134 RANGE MASTER OFFICE 01 #223 134 RANGE PRINT #224 136 RANGE MASTER OFFICE 04 #225 135 TVS PRODUCTION STUDIO/LAB #226 852 RANGE SUPPLY ROOM #227 286 RANGE CONFERENCE #228 372 (3) OFFICE/ STORAGE #229 357 2ND FLOOR STAFF MEN'S RESTROOM #231 348 3582ND FLOOR STAFF WOMEN'S RESTROOM #232 189BLDG ELECTRICAL ROOM - NIC #233 844OFFICE/ STORAGE #234 1,145OFFICE/ STORAGE #235 553HALLWAY #236 TRAINING ROOM #238 748 K9 MULTIPURPOSE OFFICE #239 709 150 15 300 15 150 150 150 300 150 150 300 15 300 - - 300 300 300 - 50 (2) 150 300 300 150 150 50(1)25 1 10 44 1 2 3 23 1 1 1 1 1 6 1 25 1 - - 1 3 4 - 15 5 6 126 STORAGE #204A 300 1 RATED VESTIBULE #200A 60 -- 124QUIET OFFICE 02 #205 150 1 RATED COMMON CORRIDOR 200 TVS WELLNESS MULTIUSE OFFICE 201 QUIET OFFICE 02 205 PRIVATE OFFICE 203 PRIVATE OFFICE 202 QUIET OFFICE 01 204 2ND FLOOR STAFF BREAK ROOM 206 PRIVATE OFFICE 02 207 PRIVATE OFFICE 01 208 OPEN WORK AREA 209 PRIVATE OFFICE 04 210 PRIVATE OFFICE 06 211 PRIVATE OFFICE 08 213 PRIVATE OFFICE 05 214 PRIVATE OFFICE 03 215 HALLWAY 216 TVS PRINT/COPY 217 TVS ASSIT. DIV. DIRECTOR AM2 OFFICE 218 TVS STORAGE 219 TVS CONFERENCE 01 220 RANGE PRINT 224 TVS PRODUCTION STUDIO/LAB 226 RANGE SUPPLY ROOM 227 RANGE CONFERENCE 228 HALLWAY 230 2ND FLOOR STAFF WOMEN'S RESTROOM 232 2ND FLOOR STAFF MEN'S RESTROOM 231 HALLWAY 236 STORAGE 204ARATED VESTIBULE 200A PRIVATE OFFICE 07 212 RANGE MASTER OFFICE 03 221 RANGE MASTER OFFICE 02 222 RANGE MASTER OFFICE 01 223 RANGE MASTER OFFICE 04 225 OFFICE/ STORAGE 229 BLDG ELECTRICAL ROOM - NIC 233 OFFICE/ STORAGE 234 OFFICE/ STORAGE 235 IDF CLOSET #235A 223 300 1 IDF 235A HALLWAY 237 K9 MULTIPURPOSE OFFICE 239 TRAINING ROOM 238 STAIR 237A PRIVATE OFFICE 240 PRIVATE OFFICE 241 2 2 12" MIN. 48 " M I N . 48" MIN. 48 " M I N . 44 " M I N . 48" MIN. 48" MIN. 48 " M I N . 12 " MI N . 60 " M I N . 12 " MI N . 44 " M I N . 2 48" MIN. 2 CATWALK 198 (1) ROOMS INTENDED USE IS FOR A VOCATIONAL TRAINING PROGRAM LEAD BY THE ORANGE COUNTY PROBATION DEPARTMENT; PER CBC 304.1, B-OCCUPANCY FOR A "TRAINING AND SKILL DEVELOPMENT NOT IN A SCHOOL OR ACADEMIC PROGRAM." OCCUPANCY LOAD FACTOR FOR A VOCATIONAL ROOM PER CBC TABLE 1004.5 (2) ROOMS INTENDED USE IS FOR PHYSICAL TRAINING OF ORANGE COUNTY PROBATION DEPARTMENT STAFF; PER CBC 304.1, B-OCCUPANCY FOR A "TRAINING AND SKILL DEVELOPMENT... [INCLUDING] MARTIAL ARTS STUDIOS, GYMNASTICS AND SIMILAR USES REGARDLESS OF THE AGES SERVED." OCCUPANCY LOAD FACTOR FOR A EXERCISE ROOM PER CBC TABLE 1004.5. (3) PER CBC 303.1.2 A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS OR THAT IS LESS THAN 750 SQ. FT. IN AREA AND ACCESSORY TO THE MAIN OCCUPANCY SHALL BE CLASSIFIED AS A B-OCCUPANCY. OCCUPANCY NOTES 1,379OPEN WORK AREA #209 150 9 STAIR 4 STAIR 5 STAIR 6 STAIR 3 EXIT 2 EXIT 3 EXIT 1 EXIT 4 48 " 48 " 48" 48" SU I T E 2 2 5 - C O U N T Y O F O R A N G E T R A I N I N G A N D V O L U N T E E R S E R V I C E S SUITE 225 - COUNTY OF ORANGE TRAINING AND VOLUNTEER SERVICES A B B B B B B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 (a) BOTTOM LANDING RAMP RUN LANDING 72" MIN.60" MIN. (b) RAMP RUN LANDING 60" MIN. RAMP RUN 72 " M I N . AS LEAST AS WIDE AS RAMP RUN TOP LANDING 60" MIN. 60 " M I N . (c) DOWN DO W N (a) EXTENDED SURFACE 12" MIN. 12" MIN. (a) CURB OR BARRIER X< 4 (a) HANDRAIL CLEARANCE 1 1/2" MIN. (b) CIRCULAR 1 1/4"-2" (C) NON-CIRCULAR DIAGONAL @ 2 1/4" MAX.4"-6 1/4" PERIMETER 34 " - 3 8 " (a) HANDRAIL DIMENSIONS AT RAMPS (b) HANDRAIL DIMENSIONS @ BOTTOM OF STAIRS 34 " - 3 8 " (c) HANDRAIL DIMENSIONS @ TOP OF STAIRS 12" MIN.X 34 " - 3 8 " X 12" MIN. 12" MIN.12" MIN. 48 " M I N . 30 " M I N . 48" MIN. 30" MIN.3.5" MIN. 15" MIN.5" MAX. (a) ACCESSIBLE WATER CLOSETS (b) AMBULATORY ACCESSIBLE WATER CLOSETS 17"-18" 17"-19" 56 " M I N . 60" MIN. OTHER FIXTURES NOT ALLOWED WITHIN THIS AREA 4' - 0 " MI N . 60" MIN. WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT (c) PLAN 6" MIN. 9" M I N . 6" MIN. PARTITION (a) ELEVATION ADULT 12 " M I N . 6" MIN. PARTITION (b) ELEVATION CHILDREN WHEELCHAIR ACCESSIBLE COMPARTMENT TOE CLEARANCE 60 " M I N . 59 " M I N . @ F L O O R M O U N T E D W / C 56 " M I N . @ W A L L H U N G W / C / 4" M A X . ALTERNATE DOOR LOCATION 4" MAX. 4' - 0 " MI N . 48 " M I N . 60 " M I N . F O R S I D E O P E N I N G 44 " M I N . 35"-37" 60 " M I N . 17"-19" X> 8 0 " 4" MAX. X> 2 7 " (a) 12" MAX. >2 7 " - 8 0 " 12" MAX. (b) 4" MAX 4" MAX 27 " M A X x>12 x>305 4" MAX.4" MAX. X>12 X>305 80 " M A X LIMITS OF PROTRUDING OBJECTS POST-MOUNTED PROTRUDING OBJECTS 27 " M A X . X< 8 0 " 15 " M I N . 48 " M A X . 15 " M I N . . 48 " M A X . 10" MAX. UNOBSTRUCTED FORWARD REACH UNOBSTRUCTED SIDE REACH 10"-24" 34 " M A X . 46 " M A X . 34 " M A X . 48 " M A X . 10" MAX. (a)(b) 48 " M A X . 20" MAX.20"-25" MAX 44 " M A X . (a)(b) OBSTRUCTED HIGH FORWARD REACH OBSTRUCTED HIGH SIDE REACH 9" M I N . 8" MIN. 27 " M A X . 11" MAX. 25 " 25" MAX. 30 " M I N . (A) ELEVATION (B) PLAN 17"-25" 30 " M I N . 9" 6" MAX. KNEE CLEARANCE (A) ELEVATION (B) PLAN TOE CLEARANCE (A)(B)(C) CIRCULAR NONCIRCULAR 1.25"-2"2" MAX. 4 TO 4.8 PERIMETER 1 1/2" MIN. 12 " M I N . 1 1 / 2 " M I N (D) DIAGONAL @ 2" MAX.18" MIN. 60 " M I N . (a) FRONT APPROACH, PULL SIDE 48 " M I N . (b) FRONT APPROACH, PUSH SIDE 12" MIN. * IF BOTH CLOSER AND LATCH ARE PROVIDED 36" MIN. 60 " M I N . (c) HINGE APPROACH, PULL SIDE 44 " M I N . (d) HINGE APPROACH, PUSH SIDE 12" MIN. * IF BOTH CLOSER AND LATCH ARE PROVIDED ** 48 MIN. IF BOTH CLOSED AND LATCHED PROVIDED 22" MIN. 24" MIN. 60 " M I N . (e) LATCH APPROACH, PULL SIDE *60 MIN IF CLOSER IS PROVIDED (f) LATCH APPROACH, PUSH SIDE 24" MIN. *48 MIN IF CLOSER IS PROVIDED 44 " M I N . (a) 60 " M I N . 60" MIN. (b) 60" MIN. DO O R W I D T H 48 " DO O R W I D T H (c) 60" MIN. DO O R W I D T H 48 M I N . 18" MIN. (a) PULL SIDE X> 8 " 60 " M I N . (b) PUSH SIDE X> 8 " 48 " M I N . (a) PUSH SIDE , DOOR PROVIDED WITH BOTH CLOSER AND LATCH X> 8 " 48 " M I N . 12" MIN. BACK WALL SIDE WALL SIDE WALL 30 " M I N . SIDE WALL 36 " M I N . 60" MIN. NOTE: INSIDE FINISHED DIMENSIONS MEASURED AT THE CENTER POINTS OF OPPOSING SIDES SIDE WALL SIDE WALL 36 " M I N . BACK WALL FRONT WALL 60" MIN. 36" MIN. NOTE: INSIDE FINISHED DIMENSIONS MEASURED AT THE CENTER POINTS OF OPPOSING SIDES 3/16" = 1'-0" RAMP LANDINGS 3/8" = 1'-0" RAMP EDGE PROTECTION HANDRAIL CROSS SECTION HANDRAIL DIMS. @ RAMPS & STAIRS DRINKING FOUNTAIN WATER CLOSET LOCATION CLEARANCE FOR WATER CLOSET AMBULATORY COMPART REDUCED VERTICAL CLEARANCE A-0.6A AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 3/8" = 1'-0"4 DOOR CLEARANCES TWO DOORS IN SERIES CLEARANCES @ SWING DOORS CLEARANCES @ REC. DOORS 3/8" = 1'-0"8 ACCESSIBLE RESTROOM CLEARANCES ACCESSIBLE TOILET 1 1/2" = 1'-0"5 SIZE AND SPACING OF GRAB BARS 12 STAIRWELL CLEARANCES 10 RAMP CLEARANCES 3/8" = 1'-0" 1 1/2" = 1'-0" 3/8" = 1'-0" 13 PROTRUDING OBJECTS 3/8" = 1'-0" 14 OBSTRUCTED REACH 3/8" = 1'-0" 15 UNOBSTRUCTED REACH 3/8" = 1'-0" 16 TOE CLEARANCE 3/8" = 1'-0" SHOWER COMPARTMENTS BASE BUILDING ACCESSIBILITY 60" MIN. 1ST & 2ND FLOOR NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 A-0.6B AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 TO CENTERLINE PARTITION PLAN DIAGRAM SIDE ELEVATION PLAN VIEW NOTES: FOR DOORS SERVING OTHER THAN A REQUIRED EXIT STAIRWAY PULL SIDE PUSH SIDE PLAN DIAGRAM PLAN PLAN DIAGRAM WALL RIM URINAL SIDE ELEVATION TOILET FRONT ELEVATION TOILET SIDE ELEVATION HIGH FORWARD REACH ACCESSIBLE PATH OF TRAVEL 'X' < 48" MINIMUM CLEARANCES FOR SEATING AND TABLES CLOSETS SHELVES MINIMUM MANEUVERING CLEARANCES IN ALCOVES MAXIMUM FORWARD REACH OVER AN OBSTRUCTION ELEVATION (a) PULL SIDE (INTERIOR DOOR) (b) SLIDING DOOR (c) FOLDING DOOR PUSH SIDE PUSH SIDE PULL SIDE SIDE ELEVATION PLAN VIEW SECTION AT PARTITION BOTH DOORS OPEN OUT DOORS AT OPPOSITE WALLS DOORS AT ADJACENT WALLS DOOR IN SERIES LINE OF REQUIRED CLEARANCE 19" MIN. 28 " - 3 4 " M A X 27 " M I N . 9" M I N . 11" MIN. DINING AND/OR WORK SURFACE LINE OF REQUIRED CLEARANCE DINING AND/OR WORK SURFACE CLEAR FLOOR SPACE CL 30"MIN. 19 " MI N . 48" MIN. 24" MIN. 44" MIN. CLR. 35 " - 3 7 " 17 " - 1 8 " 42" MIN. GRAB BAR12" MAX. 54" MIN. 60" MIN. CLR CL 1 1 / 2 " C L R . T Y P I C A L 6" MIN. 9" MI N . C L R . NOTE: WHERE SIX OR MORE TOILET COMPARTMENTS ARE PROVIDED OR WHERE A COMBINATION OF URINALS AND WATER CLOSETS TOTALS SIX OR MORE FIXTURES, AT LEAST ONE COMPARTMENT SHALL COMPLY WITH SECTION 11B-604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS. 8" MIN. KNEE CLR. 9" M I N . 27 " M I N . 29 " M I N . 34 " M A X . 11" MIN.6" MAX. 17" MIN. DEPTH 1'-6" MIN. TO CENTERLINE 1' - 5 " M I N . 19 " MA X . 48 " M I N . 30" MIN. CLEAR FLOOR SPACE INSULATE HOT WATER PIPES AND DRAIN TO PROTECT AGAINST CONTACT. 48" M I N . 18 " MI N . 12 " MI N . 48" MIN. 48" MIN. 12 " M I N . 12 " M I N . 48" MIN. 18 " M I N . 18 " M I N . PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER 34 " MI N . C L E A R 18 " M I N . 24 " M I N . 17"-18" 60 " M I N . 56 " M I N . A T WA L L - M O U N T E D W . C . W H E N DO O R S W I N G S I N 54 " M I N . 59 " M I N . A T FL O O R - M O U N T E D W . C . W H E N DO O R S W I N G S I N 60" MIN. CLEAR 32" MIN. CLEAR 48 " M I N . C L E A R CL 60" M I N . DIA . C L E A R 30 " x 4 8 " CL E A R S P A C E A U S E A B L E S H E L F 4 4 " M A X . 3' - 4 " M A X . T O A L L OP E R A B L E P A R T S AN D C O I N S L O T S 3' - 4 " M A X . T O A L L OP E R A B L E P A R T S 3' - 4 " M A X . 48 " M A X . T O TO P O F H O O K 48 " M A X . TO T O P 15 " M I N . TO B O T T O M 3' - 6 " ( H O R I Z . ) A T CO U N T E R T O P S 48 " M A X . T O P 15 " M I N . T O B O T T O M 4' - 0 " M A X . T O T O P . MEDICINE CABINET SANITARY NAPKIN VENDOR COMBINATION WASTE/TOWEL UNITS TOWEL BAR CLOTHES HOOK BOTTOM EDGE OF REFLECTIVE SURFACE 40" MAX. ABOVE ACCESSIBLE LAVATORY/COUNTER TOP. 35" AT ALL OTHER LOCATIONS EXCEPT FITTING/DRESSING ROOMS WHERE 20" MAX AFF./18" MIN. WIDE/54" MIN. HEIGHT. FULL LENGTH TOP EDGE SHALL BE 78" AFF. NOTE: MOUNTING HEIGHT FROM FINISHED FLOOR, TYPICAL. PROVIDE CLEAR SPACE FOR FORWARD APPROACH 30" x 48" ACCESSIBLE STALL DOOR HARDWARE: THE DOOR SHALL BE SELF-CLOSING. A DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. NOTE: TOILET ROOM FLOORS SHALL HAVE A STABLE, FIRM, SLIP RESISTANT SURFACE. OUTLETS SWITCHES/CONTROLS ALONG ACCESSIBLE ROUTE MIRROR 48 " M I N . 48 " M I N . 36" MIN.60 " M I N . 48 " M I N . 22" MIN. 54" MIN. 42 " M I N . 22" MIN. 54" MIN. 42 " M I N . 24" MIN. 42 " M I N . 24" MIN. 42 " M I N . 60 " M I N . 44 " M I N . 24" MIN. 24" MIN. 54" MIN. (F) LATCH SIDE APPROACH SLIDING DOORS (H) LATCH SIDE APPROACH FOLDING DOORS LATCH APPROACH NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES 48" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER 54" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER (H) SLIDE SIDE APPROACH FOLDING DOORS (E) SLIDE SIDE APPROACH SLIDING/FOLDING DOORS HINGE APPROACH(G) FRONT APPROACH FOLDING DOORS (D) FRONT APPROACH SLIDING DOORS 3' - 0 " M I N . 30 " M I N . 5'-0" MIN. 15"-16" 3" FR O M E N T R Y 14 " - 1 5 " 33 " - 3 6 " TO T O P O F G R I P , T Y P . 22"-23" 2 1/2" MAX. 1 1 / 2 " M A X . 17 " - 1 9 " 39 " - 4 1 " T O C L 40 " M A X . 19" MIN. 27" MAX. 48 " M A X T O T O P OF M O U N T I N G B R A C K E T CONTROL AREA SOAP DISH WITHIN REACH LIMITS OF SEAT SINGLE LEVER CONTROL VALVE HAND HELD SPRAYER. UNIT TO HAVE ON/OFF CONTROL WITH NON-POSITIVE SHUT-OFF. CBC 11B-608.6. UNIT TO DELIVER WATER THAT IS 120 DEGREES FAHRENHEIT MAX. CBC 11B-608.6FOLDING SHOWER SEAT MAX. 6" FROM WALL WHEN FOLDED NOTE: WHERE DRAINS ARE PROVIDED, GRATE OPENINGS ARE MAX. 1/4" AND FLUSH WITH FLOOR 1/2" BEVELED LIP MAX. SL O P E M A X . 1/ 4 " / F T . 59" MIN. HOSE 18" MIN.32" MIN. CLR. 12" MAX. 48 " M I N . C L R . 24 " M I N . 1 1/2" 17 " M I N . 18" MIN. 60" MIN. 17"-18" OF FIXTURE 12 " MA X . 42 " M I N . 54 " M I N . 56 " M I N . D E E P W A L L H U N G T O I L E T S 59 " M I N . D E E P F O R F L O O R M O U N T E D T O I L E T S NOTE: TOILET ROOM FLOORS SHALL HAVE A STABLE, FIRM, SLIP RESISTANT SURFACE. PROVIDE A PRIVACY LATCH TO ENTRY DOOR. FLUSH ACTIVATOR WIDE SIDE NO DOOR SHALL ENCROACH INTO 60" MIN. DIA. CLEAR SPACE MORE THAN 12" BUT SHALL NOT ENCROACH INTO THE CLEAR FLOOR SPACE OF A FIXTURE CL CL CL OF FIXTURE60" M I N . DIA . C L E A R 30"x48" CLEAR FLOOR SPACE 32" MIN. 32" MIN. 48 " M I N . 60 " M I N . 32" MIN. CLR. FROM DOOR TO STOP 18" MIN. CLEAR @ INT. DOORS 24" MIN. CLEAR @ EXT. DOOR 90° 12" X> 8 " 18" MIN. 60 " M I N . NOTE: 2% MAX SLOPE AT EXTERIOR LANDINGS ONLY LEVER OR U-SHAPED HANDLE 34" MIN. TO 44" MAX. A.F.F CLEAR LEVEL LANDING PROVIDE 12" MIN. IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER CLEAR LEVEL LANDINGCLEAR LEVEL LANDING NOTE: PROVIDE BUMPER IN POCKET TO PREVENT DOOR FROM FULLY RECEDING Y" 1'-4" EQ.EQ. X 48 " M I N . 15 " M I N . 18 " M I N . 19 " M A X . 4" M A X . 48 " M I N . EQ.EQ. X Y 4" MAX.15" MIN. 18" MIN. 19" MAX. 9" M I N . 27 " M I N . C L R . 36 " M A X @ S P O U T O U T L E T 8" MIN. KNEE CLR.6" MAX. 11" MIN. 17" MIN. CLR. 1.ALL DRINKING FOUNTAINS SHALL BE CONTAINED WITHIN ALCOVES OR COMPLETELY BETWEEN WING WALLS SO AS TO NOT ENCROACH INTO THE PEDESTRIAN WAYS. WING WALLS SHALL PROJECT FROM THE WALL AND REST ON THE FLOOR OR FLOAT NO MORE THAN 6" AFF. 2.THE SPOUT SHALL PROVIDE A FLOW OF WATER 4" HIGH MIN. AND SHALL BE LOCATED 4" MAX. FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORZ. RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3" OF THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAX. WHERE SPOUTS ARE LOCATED 3"-5" MAX FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAX. 3.SPOUT OUTLETS FOR STANDING PERSONS SHALL BE 38" MIN AND 43" MAX. ABOVE THE FINISH FLOOR. PLAN NOTE: X= 18" MIN. ALCOVE DEPTH THEN Y=32" MIN. CLR. IF ALCOVE DEPTH (X) IS GREATER THAN 24", THEN ALCOVE WIDTH (Y) MUST BE A MINIMUM OF 36" CLEAR PLAN OF "HIGH-LOW" DRINKING FOUNTAINPLAN OF "HIGH-LOW" DRINKING FOUNTAIN SECTION OF LOW DRINKING FOUNTAIN "LOW" FOUNTAIN "HIGH" FOUNTAIN 1 1 / 2 " CL R . 12 " M I N . C L R . 1 1/4" - 2" NOMINAL 1 1/2" CLR. 44 " M A X T O FL U S H C O N T R O L 6' MAX. 13 1/2" MIN. 17 " M A X . 48 " M I N . EQ.EQ. 30" MIN. 36" MIN. GRAB BAR 24" MIN. 12" MIN. 33 " - 3 6 " T O T O P OF G R I P P I N G S U R F A C E 17"-18" 40 " M A X A L L DI S P E N S E R S T O HI G H E S T O P E R A B L E PA R T 19 " M I N TO O U T L E T 24" MIN. 7"-9" 4'-6" 3'-6" MIN. GRAB BAR 1'-0" MAX. 33 " - 3 6 " T O T O P OF G R I P P I N G S U R F A C E 17 " - 1 9 " NOTE: GRAB BAR STRUCTURAL STRENGTH SHALL COMPLY W/ CBC 11B-609.8. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS AND SHALL HAVE ROUNDED EDGES. TYPICAL GRAB BAR SECTION URINAL PLAN VIEW CLEAR FLOOR SPACE FLUSH ACTIVATOR WIDE SIDE 36" MIN. X> 2 4 " X> 1 5 " 60" MIN. 24" MAX. 30" 46 " M A X . 34 " M A X . 48 " M A X . 21" MAX. 21" MAX. 40 " M I N . 48 " M A X . 10" MAX. 30" 34 " M I N . 15 " M I N . 48 " 30" MIN. 10" MAX. 48" MIN. 15 " MI N . 48 " M A X . 30" MIN.42" MIN. 48 " M I N . 30 " MI N . 19 " MI N . 30" MIN.48" MIN.19" MIN. 30 " MI N . 48 " M A X . 27 " M I N . CL R . 20" MAX. 34 " M A X . 48" MIN. 44 " M A X . 27 " M I N . CL R . 48" MIN. 34 " M A X . >20"-25" MAX. NOTE: AT PASS THROUGH KITCHENS, A MIN. 40 INCH CLEAR PATH. AT 'U' SHAPED OR DEAD-END KITCHENS, 60 INCH MIN CLEAR. REACH DIAGRAMS APPLY TO EQUIPMENT AND REF/FREEZER CLEAR FLOOR SPACE PARALLEL APPROACH HIGH AND LOW SIDE REACH LIMITS MAX. SIDE REACH OVER AN OBSTRUCTION 44 " M I N * * 36 " M I N * 60" MIN. CLR. 60 " M I N . C L R . 24 " M I N . CL R . 12" MIN. CLR. 36" MIN* 44" MIN** 12" MIN CLR. 60" MIN. 60 " M I N . 32" MIN. 36" MIN* 24 " MA X . 48 " M I N . 24 " MA X . 32" MIN. 44 " M I N * * 36 " M I N * 48" MIN.36" MIN* 44" MIN**. 36" MIN* 44" MIN** 42" MIN* 44" MIN** .42" MIN* 44" MIN** 48 " M I N . 60 " M I N . 36" MIN*.36" MIN* 60 " D I A . NOTE: * CORRIDORS WITH OCCUPANCY OF 9 OR LESS ** CORRIDORS WITH OCCUPANCY OF 10 OR MORE ALSO REFER TO OCCUPANT LOAD FOR REQUIRED EGRESS WIDTH. MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR CLEAR WIDTH FOR TWO WHEEL CHAIRS TO PASS PARALLEL THROUGH CORRIDOR T-SHAPE 180° TURNS WHEELCHAIR TURNING SPACE 180° TURNS AROUND AN OBSTRUCTION N.T.S16ACCESSIBLE DRINKING FOUNTAIN N.T.S12ACCESSIBLE TOILET, URINAL, AND GRAB BAR N.T.S4ACCESSIBLE CORRIDORS AND TURNING N.T.S8ACCESSIBLE MINIMUM REACH 48 " M A X . N.T.S15ACCESSIBLE ROLL-IN SHOWER N.T.S11ACCESSIBLE SINGLE-ACCOMMODATION TOILET N.T.S3ACCESSIBLE DOOR CLEARANCES-FRONT APPROACH N.T.S14ACCESSIBLE MULTI-ACCOMMODATION TOILET N.T.S6ACCESSIBLE DOOR CLEARANCES-SIDE APPROACH N.T.S10ACCESSIBLE ACCESSORIES N.T.S13ACCESSIBLE CLEARANCES @ DINING/WORK SURFACES N.T.S9ACCESSIBLE AMBULATORY COMPARTMENT N.T.S1ACCESSIBLE VESTIBULES N.T.S5ACCESSIBLE LAVATORY BASE BUILDING ACCESSIBILITY39 " - 4 1 " 18 " THE BOTTOM 10" OF ALL DOORS EXCEPT QUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE. [CBC 11B-404.2.10] 12" 12" 12 " 12 " 60 " M A X . A . F . F . T O B A S E L I N E O F HI G H E S T R A I S E D C H A R A C T E R 48 " M I N . A . F . F . T O B A S E L I N E O F LO W E S T R A I S E D C H A R A C T E R WALL MOUNTED SIGNAGEDOOR MOUNTED SIGNAGE 1/8" RADIUS CORNER MENS RESTROOM NOTE: 1.SIGNS SHALL HAVE NO SHARP EDGES, CORNERS WITH 1/8" MIN. RADIUS. 1/4" MIN. HIGH 2.RAISED LETTERING 1/32" RAISED FROM SURFACE, UPPERCASE SANS-SERIF TYPE, NOT ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE OR OTHER UNUSUAL FORMS. CHARACTERS SHALL BE OF FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER 'O' IS 60% MIN. AND 110% MAX. HEIGHT OF THE UPPERCASE LETTER "I". CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE SHALL BE 5/8" MIN. AND 2" MAX. BASED ON LETTER "I". LETTER "I" STROKE THICKNESS SHALL BE 15% MAX. HEIGHT OF THE CHARACTER. CHARACTER SPACING, RECTANGULAR, SHALL BE 1/8" MIN. AND 4 TIMES CHARACTER STROKE WIDTH MAX. CHARACTER SPACING FOR OTHER THAN SQUARE, 1/16" MIN. AND 4 TIMES CHARACTER STROKE WIDTH, BUT SHALL MEET RECTANGULAR SPACING. CHARACTERS SHALL BE SPACED FROM RAISED BORDERS 3/8" MIN. 3.RAISED BRAILLE, GRADE 2, MARKING PER 2022 CBC SECTION 11B-703. WOMENS RESTROOM ALL-GENDER RESTROOM 60 " A . F . F . 60 " A . F . F . 60 " A . F . F . N.T.S7ACCESSIBLE RESTROOM SIGNAGE ALL GENDER RESTROOM RESTROOM UNISEX RESTROOM 1ST & 2ND FLOOR NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 R R R R R R RR SFEC SFEC SFEC SFEC N PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 1A 44 " M A X 1 BASE BUILDING RESTROOM ACCESSIBILITY PLANS A-0.7 AS NOTED TYP. ACCESSORY MOUNTING DIMENSIONS AND PLUMBING CALCULATION 1SCALE: NTS INSULATE HOT AND COLD WATER WATER LAV-1 MIRROR MIRROR @ COUNTERTOP OPEN COMPARTMENT (SEE SCHEDULE) TOILET DISPENSER TOILET TISSUE SANITARY FACILITIES SUPPLY AND DRAIN PIPES 3 4 4A 13 14 7 SCREEN WASTE RECEPTACLEWITH DISPOSAL TAMPON VENDOR SANITARY NAPKIN/DISPENSER ANDPAPER TOWEL 9 10 65 BAR ACCESSIBLE GRAB 8 BAR ACCESSIBLE GRAB 8A SO A P D I S P E N S E R 11 SO A P D I S P E N S E R BAR ACCESSIBLE GRAB 8B BAR ACCESSIBLE GRAB 8C 13-1/2" MIN UR-1 UR-2 H.C. 2 2 H.C. 12 WC-1 ACCESSIBLE-FLOOR/WALL MOUNTED WC-1 ACCESSIBLE-FLOOR/WALL MOUNTED 1 WC-1 WC-1 1A ACCESSIBLE-FLOOR/WALL MOUNTED ACCESSIBLE-FLOOR/WALL MOUNTED 36" MIN. 12" MIN. 24" MIN. 33 " - 3 6 " 12"42" MIN. MAX.24" MIN FLUSH VALVE WIDE SIDE 1 7 " T O 19 " M A X . 17"-18" 17 " T O 19 " M A X . 17 " MA X . 17 " MA X . TRANSFER SIDE 18 " IF N O T TE M P E R E D 5' - 0 " 2'-0"V.I.F. 3' - 4 " M A X . 3' - 4 " M A X . 3' - 4 " M A X . 17" MIN. 11" MIN. 2' - 3 " M I N . 9" MI N . 6" MAX. 2' - 5 " M I N . 2' - 1 0 " M A X . 36" MAX. 19 " 7"-9" MAX. 17"-18" 33 " - 3 6 " TO P O F G R I P 36" 24" MIN. 12" MIN. 24" MIN. 42"12" MAX. 54" MIN. 17"-18" 33 " - 3 6 " 33 " - 3 6 " 36" 24" MIN. 12" MIN. 24" MIN. 42"12" MAX. 54" MIN. WALL MOUNTED COUNTER TOP MOUNTEDTOP OF FIN. FLR.3' - 4 " M A X . 3' - 4 " M A X . 3' - 4 " M A X . 3' - 4 " M A X . OPEN 5' - 0 " 1' - 0 " 5' - 1 0 " 2'-0" STD. 2'-10" HCP. 33 " M A X . BABY CHANGING TABLE SEAT COVER DISPENSER COMBINATION SEAT COVER DISPENSER 54" MIN. 19 " M I N . T O OP E N I N G SANITARY NAPKIN DISPOSAL UNIT 5' - 0 " CL 1716 A TRIANGLE SYMBOL SHALL BE LOCATED AT ENTRANCES TO MEN’S TOILET AND BATHING FACILITIES. THE TRIANGLE SYMBOL SHALL BE AN EQUILATERAL TRIANGLE 1/4 INCH (6.4 MM) THICK WITH EDGES 12 INCHES (305 MM) LONG AND A VERTEX POINTING UPWARD. THE COLOR OF THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE COLOR OF THE DOOR OR SURFACE ON WHICH THE TRIANGLE SYMBOL IS MOUNTED, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. A CIRCLE SYMBOL SHALL BE LOCATED AT ENTRANCES TO WOMEN’S TOILET AND BATHING FACILITIES. THE CIRCLE SYMBOL SHALL BE 1/4 INCH (6.4 MM) THICK AND 12 INCHES (305 MM) IN DIAMETER. THE COLOR OF THE CIRCLE SYMBOL SHALL CONTRAST WITH THE COLOR OF THE DOOR OR SURFACE ON WHICH THE CIRCLE SYMBOL IS MOUNTED, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. NOTES 1. THESE SYMBOLS' COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOORS. 2. REFER TO DOOR HARDWARE GROUP SECTION OF THE SPECS. FOR ADA REQUIRED RESTROOM SIGNS AND LOCATIONS. TOP OF FLR. FIN. AT DOOR 15 A COMBINED CIRCLE AND TRIANGLE SYMBOL SHALL BE LOCATED AT ENTRANCES TO UNISEX TOILET AND BATHING FACILITIES. THE COMBINED CIRCLE AND TRIANGLE SYMBOL SHALL CONSIST OF A CIRCLE SYMBOL 1 /4 INCH (6.4 MM) THICK AND 12 INCHES (305 MM) IN DIAMETER WITH A 1 /4 INCH (6.4 MM) THICK EQUILATERAL TRIANGLE SYMBOL SUPERIMPOSED ON AND GEOMETRICALLY INSCRIBED WITHIN THE 12-INCH (305 MM) DIAMETER OF THE CIRCLE SYMBOL. THE VERTICES OF THE TRIANGLE SYMBOL SHALL BE LOCATED 1/4 INCH (6.4 MM) MAXIMUM FROM THE EDGE OF THE CIRCLE SYMBOL WITH A VERTEX POINTING UPWARD. THE COLOR OF THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE COLOR OF THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. THE COLOR OF THE CIRCLE SYMBOL SHALL CONTRAST WITH THE COLOR OF THE DOOR OR SURFACE ON WHICH THE COMBINED CIRCLE AND TRIANGLE SYMBOL IS MOUNTED, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND MOUNT BRAILLE SIGNAGE TO STRIKE SIDE OF DOOR, TYP. AT WALL RESTROOMMENWOMEN 5' - 0 " BO T T O M O F HI G H E S T L I N E OF T E X T 4' - 0 " BO T T O M O F LO W E S T L I N E OF B R A I L L E 6" 6" 2" 6" 6" 2" 6" 6" 2" 3A 2ND FLOOR EXISTING RESTROOM PLAN 8SCALE: 1/4" = 1'-0" 2ND FLOOR STAFF WOMEN'S RESTROOM 232 2ND FLOOR STAFF MEN'S RESTROOM 231 60" MIN DIAMETER CLEAR. 30"X48" CLEAR SPACE 30"X48" CLEAR SPACE 18" MIN. 18" MIN. 60" MIN DIAMETER CLEAR. 17"-18" 60 " M I N . 60" MIN. 30"X48" CLEAR SPACE 17"-18" 60 " M I N . 60" MIN. 44 " M I N . 32" MIN. 32" MIN. 60 " M I N . 4'-9" 60" MIN DIAMETER CLEAR. 30"X48" CLEAR SPACE ENLARGED YRC MEN'S RESTROOM #131 & WOMEN'S RESTROOM #132 PLAN 6SCALE: 1/4" = 1'-0"5SCALE: 1/4" = 1'-0" NEW MEN'S RESTROOM #147 2SCALE: 1/4" = 1'-0" EXISTING WOMEN'S RESTROOM #149 3SCALE: 1/4" = 1'-0" 1ST FLOOR NEW SHOWER & RESTROOM PLAN 7SCALE: 1/4" = 1'-0"1ST FLOOR NEW RESTROOM PLAN 4SCALE: 1/4" = 1'-0" 17"-18"60 " M I N . 8'-11" 3'-0" 17"-18" 48 " M I N . 9'-0" 32 " M I N . 30"X48" CLEAR SPACE 60" MIN DIAMETER CLEAR. 30"X48" CLEAR SPACE 30"X48" CLEAR SPACE 30"X48" CLEAR SPACE 30"X48" CLEAR SPACE 60" MIN DIAMETER CLEAR. 60" MIN DIAMETER CLEAR. 18 " M I N . 18 " M I N . 44" MIN. 32" MIN. 18" MIN. 30"X48" CLEAR SPACE 32" MIN. 18" MIN. 44 " M I N . 18 " MI N . 18 " MI N . 60" MIN DIAMETER CLEAR. 30"X48" CLEAR SPACE 60" MIN DIAMETER CLEAR. 60" MIN. 32 " M I N . 12 " MI N . 44" MIN.44" MIN. 44 " M I N . 32 " M I N . 12 " M I N . 60" MIN. 30"X48" CLEAR SPACE 30"X48" CLEAR SPACE 18" MIN. 18" MIN. 32" MIN. 32" MIN. 18" MIN. 18" MIN. 48 " M I N . 44 " M I N . 44 " M I N . 60" MIN DIAMETER CLEAR. 60" MIN DIAMETER CLEAR. 17"-18" 60 " M I N . 60" MIN. 17"-18" 60 " M I N . 60" MIN. 30"X48" CLEAR SPACE 30"X48" CLEAR SPACE 1'-6" 18" MIN. 44 " M I N . 44 " M I N . 30"X48" CLEAR SPACE 60" MIN DIAMETER CLEAR. 60" MIN DIAMETER CLEAR. 17"-18" 60 " M I N . 60" MIN. 17"-18" 60 " M I N . 60" MIN. 32 " M I N . 32" MIN. 48" MIN. 1'-8" 1ST FLOOR - KEY PLAN 2ND FLOOR - KEY PLAN 6 - 5 - 2 - 3 - 7 - 4 - N N 8 - MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 MEN'S RESTROOM 189 WOMEN'S RESTROOM 188 (E) RESTROOM 149 (N) MEN'S RESTROOM 147 YRC WOMEN'S RESTROOM - NIC 144 YRC MEN'S RESTROOM - NIC 145 BLDG TELE. ROOM 143 YRC MEN'S RESTROOM - NIC 131 YRC WOMEN'S RESTROOM - NIC 132 JANITOR 142 18" MIN. 18 " M I N . 1ST & 2ND FLOOR 60 " M I N . DOOR WITH PUSH/PULL HARDWARE DOOR WITH PUSH/PULL HARDWARE 60" MIN DIAMETER CLEAR. 60" MIN DIAMETER CLEAR. 18 " M I N . 18 " M I N . EXISTING RESTROOM TO REMAIN. SEE FULLY COMPLIANT WOMEN'S RESTROOM #149 & #188. EXISTING RESTROOM TO REMAIN. SEE FULLY COMPLIANT MEN'S RESTROOM #147 & #189. ENLARGED YRC MEN'S RESTROOM #145 & WOMEN'S RESTROOM #144 PLAN 48 " M I N . EXISTING RESTROOM TO REMAIN. SEE FULLY COMPLIANT WOMEN'S RESTROOM #149 & #188. EXISTING RESTROOM TO REMAIN. SEE FULLY COMPLIANT MEN'S RESTROOM #147 & #189. 60" MIN. 54 " M I N . 59 " " M I N . F O R FL O O R M O U N T E D T O I L E T S 60" MIN. 59 " M I N . F O R FL O O R M O U N T E D T O I L E T S 54 " M I N . 60" MIN DIAMETER CLEAR. 18 " M I N . 18 " M I N . 60" MIN DIAMETER CLEAR. PLUMBING FIXTURE QUANTITY WATER CLOSET URINAL LAVATORY AREA PLUMBING OCC. CALCULATION GROUP B ROOM NAME (SF) 8,323 150 56 GROUP B 3,726 30 NOTE: DRINKING FOUNTAIN SERVICE SINK TOTAL: FEMALE MALE VOCATIONAL/TRAINING GROUP B 24,206 150 OCCUPANT LOAD OFFICES/OPEN WORK AREAS FIRST FLOOR (AREA IN SCOPE) 1. OCCUPANT USE AND LOAD FACTOR PER CPC 422.1. APPLIED B-OCCUPANCY FOR OFFICE SPACE AND TRAINING FACILITIES NOT LOCATED WITHIN SCHOOL. 2. ACCESSORY AREAS SUCH AS, BUT NOT LIMITED TO, HALLWAYS/CORRIDORS, STAIRWAYS, RAMPS, TOILET ROOMS, MECHANICAL ROOMS, CLOSETS AND FIXED EQUIPMENT, MAY BE EXCLUDED WAREHOUSE GROUP B 2,104 4,000 124CONFERENCE ROOMS/BREAK AREAS 162 1 343 172 172 3 8 10 14 2 N/A 4 N/A 3 4 10 10 MALE FEMALE MALE FEMALE REQUIRED FIXTURES PROVIDED FIXTURES 2 3 1 1 LOAD FACTOR (1)USE (1) PLUMBING FIXTURE QUANTITY WATER CLOSET URINAL LAVATORY AREA PLUMBING OCC. CALCULATION GROUP B ROOM NAME (SF) 8,252 150 55 GROUP B 1,369 30 NOTE: DRINKING FOUNTAIN SERVICE SINK TOTAL: FEMALE MALE VOCATIONAL/TRAINING GROUP B 3,575 150 OCCUPANT LOAD OFFICES/OPEN WORK AREAS SECOND FLOOR (AREA IN SCOPE) 1. OCCUPANT USE AND LOAD FACTOR PER CPC 422.1. APPLIED B-OCCUPANCY FOR OFFICE SPACE AND TRAINING FACILITIES NOT LOCATED WITHIN SCHOOL. 2. ACCESSORY AREAS SUCH AS, BUT NOT LIMITED TO, HALLWAYS/CORRIDORS, STAIRWAYS, RAMPS, TOILET ROOMS, MECHANICAL ROOMS, CLOSETS AND FIXED EQUIPMENT, MAY BE EXCLUDED 46CONFERENCE ROOMS/BREAK AREAS 24 125 63 63 2 4 3 5 1 N/A 2 N/A 1 2 2 2 MALE FEMALE MALE FEMALE REQUIRED FIXTURES PROVIDED FIXTURES 1 1 1 1 LOAD FACTOR (1)USE (1) 17 " - 1 8 " 17 " - 1 8 " 17 " - 1 8 " 17 " - 1 8 " 12" MIN. 12" MIN. NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 K N N N N PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 DOG KENNEL SHELTER PLANS AND ELEVATIONS DEMOLITION KEYNOTES CONSTRUCTION LEGEND AREA NOT IN CONTRACT (N.I.C.). EXISTING ITEM TO BE REMOVED OR DEMOLISHED. D.1 REMOVE EXISTING CONCRETE PAD. PREPARE AREA FOR NEW SLOPED CONCRETE PAD. PROTECT EXISTING BUILDING WALL AND CMU WALL IN PLACE, REPAIR AS REQUIRED. EXISTING CMU WALL TO REMAIN. PROTECT IN PLACE. CLEAN AND REPAIR AREAS DAMAGED BY DEMOLITION. EXISTING GLAZING TO REMAIN. PROTECT IN PLACE. CLEAN AND REPAIR AREAS DAMAGED BY DEMOLITION. D.2 D.4 N (E) PAVING SLAB TO REMAIN CONSTRUCTION KEYNOTES C.1 NEW CONCRETE PAD. SLOPE SLAB TOWARDS TRENCH DRAIN AT 1/4" PER FOOT MIN. SEE STRUCTURAL DRAWINGS. NEW DOG KENNEL BY OTHERS. NEW DOWNSPOUT, ATTACH TO CMU WALL. PAINT TO MATCH CMU WALL COLOR.SEE PLUMBING DRAWINGS. NEW HOSE BIBB. EXTEND EXISTING WATER LINE. VERIFY LOCATION IN FIELD WITH CLIENT. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. C.2 C.3 C.4 C.6 CONSTRUCTION NOTES 1 VERIFY EXISTING UTILITIES AND FOOTINGS TO AVOID ANY CONFLICT WITH THE LOCATION OF NEW FOOTINGS AND CONCRETE CURBS. PROVIDE PIPE SLEEVES AS NEEDED. D.2 EXISTING BUILDING WALL TO REMAIN. PROTECT IN PLACE. CLEAN AND REPAIR AREAS DAMAGED BY DEMOLITION.D.3 D.3 D.4 EXISTING GATE TO REMAIN. CLEAN AND REPAIR AS NEEDED.D.5 D.5 D.2 3DOG KENNEL SHELTER DEMOLITION PLAN 1/4" = 1'-0" SCALE C.3 7DOG KENNEL SHELTER CONSTRUCTION PLAN 1/4" = 1'-0" SCALE11DOG KENNEL SHELTER REFLECTED CEILING PLAN 1/4" = 1'-0" SCALE C.7 15DOG KENNEL SHELTER ROOF PLAN 1/4" = 1'-0" SCALE C.8 NEW GFCI EXTERIOR RATED DUPLEX. PROVIDE WATER RESISTANT COVER. SEE ELECTRICAL DRAWINGS.C.5 C.7 NEW TRENCH DRAIN. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. 4DOG KENNEL SHELTER SECTION/ELEVATION 1/4" = 1'-0" SCALE 1/4" PER FOOT MIN. SLOPE C.7 1/8" = 1'-0" A-0.8 C.8 NEW CEILING MOUNTED LIGHT. MANUFACTURER: LITONIA LIGHTING. MODEL: CONTRACTOR SELECT CANOPY LIGHTING. SEE ELECTRICAL PLANS FOR MORE INFORMATION. C.9 NEW STEEL ROOF FRAMING PER STRUCTURAL. PAINT WITH TWO COATS PRIMER AND 2 COATS FINISH PAINT. COLOR: TBD C.10 NEW MINI-V-BEAM METAL PANEL ROOF. MANUFACTURER: AEP SPAN. CLASS "C" (UL DESIGN: TGFU.R16747) OR APPROVED EQUAL. PROVIDE 2% MIN. SLOPE. PAINT WITH RUST INHIBITIVE PAINT. C.11 NEW PRE-FINISHED 6" METAL GUTTER AND DOWNSPOUT. CONNECT DOWNSPOUT TO DRAIN PIPE. SEE CIVIL. C.12 NEW ROOF SUPPORT HSS LEDGER ATTACHED TO BUILDING WALL. SEE STRUCTURAL DRAWINGS. D.1 C.4 C.2 C.6 C.5 C.11 D.3 C.10 TYP. C.9 C.10 (N) SLOPE 1/4"/1'-0" MIN. (N) SLOPE 1/4"/1'-0" MIN. C.1 C.1 C.5 RO O F S U P P O R T S T R U C T U R E E Q . S P A C E D SE E S T R U C T U R A L C.2 C.2 SLOPE (1/4" PER FOOT MIN.) SLOPE (1/4" PER FOOT MIN.) SLOPE (1/4" PER FOOT MIN.) SLOPE (1/4" PER FOOT MIN.) SLOPE (1/4" PER FOOT MIN.) SLOPE (1/4" PER FOOT MIN.) TYP. EQ.EQ. CL CL SLOPE 1/4" PER FOOT MIN. SLOPE 1/4" PER FOOT MIN. 4 - 4 - 4 - 4 - C.6 NEW METAL PLATE BOLTED TO TOP OF EXISTING CMU WALL TO SUPPORT ROOF STRUCTURE. SEE STRUCTURAL DRAWINGS. C.12 D.2 C.3 C.8 C.9 C.1 CL CL CL 6' - 0 " EQ . EQ . EQ . 6' - 0 " INTERIOR EXTERIOR DOG KENNEL C.13 NEW METAL CLOSURE ANGLE AROUND ROOF SUPPORT STRUCTURE. SEE STRUCTURAL DRAWINGS. C.13 SLOPE 1/4" PER FOOT MIN. SLOPE 1/4" PER FOOT MIN. SLOPE 1/4" PER FOOT MIN. C.7 TYP.CL EQ . EQ . EQ.EQ. EQ . EQ . 8SCALE 1/4" = 1'-0" C.8 TYP. 4'-0" 7' - 4 " AL I G N W I D T H W I N D O W F R A M E 12'-3" ALIGN WITH CMU WALL (V.I.F.) 51 ' - 3 " AL I G N W I T H C M U W A L L ( V . I . F . ) D.3 D.2 GRADE +0'-0" T.O. EXISTING CMU WALL +10'-0" C.9 C.10 C.3 D.5 EXISTING BUILDING DOOR TO REMAIN.D.6 D.6 D.4 D.6 D.4 C.3 C.3 DOG KENNEL SHELTER ELEVATION C.10 8 - 8 - 8 - 8 - C.3 C.3 C.10 C.14 PROVIDE SHEET METAL FLASHING AND COUNTERFLASHING. PROVIDE SEALANT. C.15 PROVIDE VAPOR BARRIER UNDER SLAB. SEE STRUCTURAL. C.15 C.14 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 CAL GREEN NOTES A-0.9 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 DEMOLITION PLAN LEGEND & KEYNOTES A-1.0 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 1ST & 2ND FLOOR DEMOLITION LEGEND EXISTING WALL TO REMAIN. EXISTING SINGLE DOOR TO REMAIN. CLEAN, REPAIR AND REPAINT DOOR PER FINISH PLANS AND DOOR SCHEDULE. EXISTING PARTITION TO BE DEMOLISHED AND REMOVED FROM SITE. EXISTING SINGLE TO BE REMOVED. REFER TO DEMOLITION KEYNOTES FOR MORE INFORMATION. REMOVE EXISTING OUTLETS AND PULL ALL WIRING BACK TO SUB-PANEL. PATCH/PREP. WALLS AS REQUIRED FOR NEW FINISH. DEMOLISH EXISTING FLOOR BOXES AND PULL ALL WIRING BACK TO SUB-PANEL. PATCH/REPAIR FLOOR AND PREPARE FOR NEW FINISH. AREA NOT IN CONTRACT (N.I.C.) DEMOLITION SHEET NOTES 1.REFER TO SHEETS A-0.2 AND A-0.3 FOR TYPICAL SPECIFICATIONS. REFER TO SHEET A-0.1 FOR GENERAL DRAFTING STANDARDS AND ABBREVIATIONS USED. REFER TO SHEET A-0.2 FOR GENERAL NOTES. REFER TO SHEET A-0.6A AND A-0.6B FOR DISABLED ACCESS NOTES. REFER TO SHEET A-0.1 FOR FIRE AND SAFETY NOTES. 2.REFER TO SHEET A-0.2 FOR TYPICAL DEMOLITION NOTES AND PATCHING AND CLEANING NOTES. 3.GC TO VERIFY IN FIELD IF WINDOWS ARE VISION WINDOWS OR SPANDREL GLASS. NO NEW WINDOWS SHALL BE/INSTALLED WITHOUT APPROVAL BY OWNER. INFORM OWNER AND ARCHITECT OF ANY SPANDREL GLASS DISCOVERED IN FIELD. GC TO LINE ITEM ANY WINDOWS ASSUMED TO BE NEW. DEMOLITION KEYNOTES EXISTING DOUBLE DOOR TO REMAIN. CLEAN, REPAIR AND REPAINT DOOR PER FINISH PLANS AND DOOR SCHEDULE. EXISTING DOUBLE TO BE REMOVED. REFER TO DEMOLITION KEYNOTES FOR MORE INFORMATION. EXISTING SLIDING DOOR TO BE REMOVED. EXISTING FRAMED SIDELIGHT/GLASS PARTITION TO BE REMOVED. EXISTING LOW WALL TO REMAIN. EXISTING FRAMED SIDELIGHT/GLASS PARTITION TO REMAIN. EXISTING LOW WALL TO BE REMOVED. FA EXISTING FIRE ALARM TO REMAIN. EXISTING FIRE EXTINGUISHER CABINET TO REMAIN. B K J H EXISTING FIRE EXTINGUISHER TO BE REMOVED. FA EXISTING FIRE ALARM TO BE REMOVED. EXISTING FIRE EXTINGUISHER CABINET TO BE REMOVED. FE EP EXISTING ELECTRICAL PANEL TO BE REMOVED. P EXISTING FIRE ALARM PANEL TO BE REMOVED. EXISTING FIRE ALARM TO BE REMOVED.FA EXISTING FLOOR DRAIN TO BE REMOVED. EXISTING BACKBOARD TO BE REMOVED. REMOVE EXISTING FIRE ALARM PANELS, CONDUITS, EQUIPMENT. REMOVE CABLES BACK TO ELECTRICAL PANELS AND PATCH AS NEEDED. 1.8 1.1 1.2 REMOVE INTERIOR TENANT NON-LOAD BEARING WALL AND ASSOCIATED ELECTRICAL, DATA, TELEPHONE AND J-BOXES U.O.N. REMOVE ALL WIRING BACK TO ELECTRICAL SUB-PANEL. REFER TO ELECTRICAL PLANS FOR ELECTRICAL PANELS TO REMAIN/RELOCATE/REMOVED. 1.3 REMOVE EXISTING DOORS AND FRAMES U.O.N. WHERE POSSIBLE, REUSE/ RELOCATE ALL EXISTING DOOR ASSEMBLIES IN NEW BUILD-OUT OR RETURN TO BUILDING STORAGE AS DIRECTED BY BUILDING OWNER. 1.4 REMOVE ALL FLOOR COVERING THROUGHOUT TENANT SPACE U.O.N. (SEE FINISH PLAN.) SCRAPE ALL FLOORS CLEAN OF ALL ADHESIVE, PAD, ETC. TO SMOOTH FINISH AND BROOM CLEAN. 1.5 REMOVE EXISTING WALL FINISHES U.O.N. (SEE FINISH PLAN.) SKIM COAT TENANT WALLS AS REQUIRED TO PREPARE FOR APPROVED FINISH. 1.6 REMOVE ALL EXISTING PLUMBING FIXTURES, PARTITIONS, AND ACCESSORIES. CAP OFF ALL RELATED PLUMBING AS NEEDED. SAVE PLUMBING FIXTURES FOR POSSIBLE REUSE. 1.7 EXISTING FLOORING AND FINISHES TO REMAIN IN COMMON AREA.1.9 CUT IN PORTION OF PERIMETER WALL FOR NEW EXTERIOR DOOR OPENING. MATCH EXISTING STORE FRONT DOOR HEIGHT AND DETAILS. SEE CONSTRUCTION PLAN AND DOOR SCHEDULE FOR MORE INFORMATION. 1.10 REMOVE EXISTING NON COMPLIANT DRINKING FOUNTAIN. CAP OFF PLUMBING AS REQUIRED. CUT IN FOR NEW 8' H CASED OPENING WITH GUARD RAILING. REFER TO CONSTRUCTION PLANS FOR ADDITIONAL INFO. REMOVE EXISTING PLATFORM AND SUPPORTING VERTICAL MEMBERS AND PATCH AFFECTED AREA. PREP FOR NEW CATWALK. 1.11 NOT USED1.12 NOT USED1.13 SFECSAW CUT SLAB TO PROVIDE COLUMN FOOTING REINFORCING. PATCH AND REPAIR SLAB. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. 1.14 SAW CUT SLAB FOR NEW COLUMN AND COLUMN FOOTING. PATCH AND REPAIR SLAB. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. 1.15 CUT IN FOR NEW 3'-0" DOOR OPENING, MATCH EXISTING DOOR HEIGHT. SEE DOOR SCHEDULE.1.16 REMOVE EXISTING FIRE EXTINGUISHER CABINET. PREP OPENING FOR NEW. REFER TO NEW PLANS.1.17 B B CUT IN 32" CLEAR OPENING FOR PASSTHROUGH. REFER TO STRUCTURAL PLANS FOR ADDITIONAL INFO.1.18 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 N +8'-5" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 FE ALARM FIRE ALARM PANEL B CHASE SURFACE B SFEC A B B.2 B.7 C D D.7 E 1ST FLOOR DEMOLITION PLAN A-1.0A 1/8" = 1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 1ST FLOOR MA T C H L I N E SE E S H E E T A - 1 . 0 B MA T C H L I N E SE E S H E E T A - 1 . 0 B SCOPE OF WORK "A" 1.4 1.4 1.4 1.3 TYP. 1.3 TYP. 1.8 KEY PLAN N DEMOLITION LEGEND DEMOLITION SHEET NOTES DEMOLITION KEYNOTES REFER TO SHEET A-1.0 FOR DEMOLITION LEGEND. REFER TO SHEET A-1.0 FOR SHEET NOTES. REFER TO SHEET A-1.0 FOR DEMOLITION KEYNOTES. 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.61.5 THROUGHOUT U.O.N. 1.9 1.2 1.17 B 1.4 B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 K 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C K +85" +63" GFI +44" GFI +63" GFI +44" GFI K SFEC SFEC SFEC B +72" SFEC N +8'-5" 1ST FLOOR DEMOLITION PLAN A-1.0B 1/8" = 1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 1ST FLOOR MA T C H L I N E SE E S H E E T A - 1 . 0 A MA T C H L I N E SE E S H E E T A - 1 . 0 A SCOPE OF WORK "B" 1.4 1.4 1.4 1.4 1.3 TYP. 1.7 1.10 1ST FLOOR KEY PLAN N DEMOLITION LEGEND DEMOLITION SHEET NOTES DEMOLITION KEYNOTES REFER TO SHEET A-1.0 FOR DEMOLITION LEGEND. REFER TO SHEET A-1.0 FOR SHEET NOTES. REFER TO SHEET A-1.0 FOR DEMOLITION KEYNOTES. 1.61.5 1.71.61.5 1.2 EXISTING FIRE RISER 1.10 1.10 1.10 1 A-0.8 1.14 1.14 1.141.14 1.14 1.14 1.14 1.14 1.15 1.15 1.11 1.11 B 1.17 1.16 1.16 1.16 1.16 B B B B B 1.16 B 1.18 B B B B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 1112 13 14 15 16 17 18 19 20 21 2223 24 R R R R R R RR SFEC SFEC SFEC SFEC 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 +44"SURFACE +48" +44" +44" SURFACE SURFACE SURFACE B+13" +13" SFEC SFEC SFEC SFEC SFEC 2ND FLOOR DEMOLITION PLAN A-1.0C 1/8" = 1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 2ND FLOOR SCOPE OF WORK OPEN TO BELOW 1.3 KEY PLAN N DEMOLITION LEGEND DEMOLITION SHEET NOTES DEMOLITION KEYNOTES REFER TO SHEET A-1.0 FOR DEMOLITION LEGEND. REFER TO SHEET A-1.0 FOR SHEET NOTES. REFER TO SHEET A-1.0 FOR DEMOLITION KEYNOTES. 1.1 1.4 1.4 1.3 1.11 1.17 1.17 1.17 1.17 B B B B 1.16 B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 DEMOLITION CEILING PLAN LEGEND & KEYNOTES A-1.1 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 1ST & 2ND FLOOR DEMOLITION CEILING KEYNOTES DEMOLITION CEILING LEGEND EXISTING PARTITION TO REMAIN. EXISTING PARTITION TO BE DEMOLISHED AND REMOVED FROM SITE. EXISTING CEILING GRID AND CEILING TILE IS TO REMAIN. EXISTING LIGHTING TO REMAIN. EXISTING SOFFIT TO REMAIN. EXISTING CEILING GRID AND CEILING TILE IS TO BE REMOVED AND DISCARDED. EXISTING LIGHTING TO BE REMOVED AND DISCARDED. (VERIFY WITH BUILDING MANAGER IF FIXTURE IS TO BE RETURNED TO THE BUILDING MANAGER FOR STOCKING.) AREA NOT IN CONTRACT (N.I.C.) EXISTING LIGHT FIXTURE TO BE REMOVED. EXISTING LIGHT FIXTURE TO REMAIN. EXISTING CEILING MOUNTED EXIT SIGN TO BE REMOVED. EXISTING CEILING MOUNTED EXIT SIGN TO REMAIN. OPEN CEILING. EXISTING SOFFIT TO BE REMOVED. EXISTING LIGHT FIXTURE TO REMAIN. EXISTING SQUARE DOWNLIGHT FIXTURE TO REMAIN. EXISTING DOWNLIGHT TO REMAIN. EXISTING LIGHT FIXTURE TO BE REMOVED. GENERAL CONTRACTOR TO REWORK HVAC SYSTEMS ALONG NEW DEMISING PARTITION TO PROVIDE SUITE SEPARATION AND ELIMINATE CROSS ZONING.1 GENERAL CONTRACTOR TO PROVIDE SEPARATION OF LIGHTING CONTROLS BETWEEN SUITES.2 3 REMOVE EXISTING CEILING LIGHT FIXTURES, LOW-VOLTAGE DEVICES AND EXIT SIGNS. REMOVE ALL WIRING BACK TO ELECTRICAL SUB-PANEL. RETURN ANY LIGHT FIXTURES AND LOW-VOLTAGE DEVICES IN GOOD CONDITION TO BUILDING OWNER. 4 REMOVE EXISTING DRYWALL HARD-LID CEILING. CONTRACTOR TO VERIFY OVERHEAD PLUMBING, MECHANICAL AND CONDUIT BRACING. CONTRACTOR TO PROTECT DURING DEMOLITION AND REWORK/RE-ATTACH AS REQUIRED. REMOVE BRACING NOT REQUIRED AS NEEDED. 5 REMOVE EXISTING T-BAR CEILING. REMOVE ALL SUPPORTING WIRES AND BRACING FOR NEW FLOOR PLAN LAYOUT. SAVE GRID WHERE POSSIBLE AND RE-USE OR RETURN ANY CEILING TILES IN GOOD CONDITION TO BUILDING STORAGE AS DIRECTED BY BUILDING OWNER. 6 REMOVE EXISTING RECESSED DOWNLIGHTS, PREP FOR NEW LIGHT FIXTURES PER NEW LAYOUT.7 EXISTING LIGHT FIXTURE TO REMAIN.8 REWORK EXISTING FIRE LIFE SAFETY AND FIRE SPRINKLER SYSTEM PER NEW LAYOUT THROUGHOUT SCOPE AREA. EXISTING LIGHT FIXTURE TO BE REMOVED. EXISTING LIGHT FIXTURE TO REMAIN. NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 N +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-10" +7'-9"+6'-8"+6'-11" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 +21'-5" +6'-8" +8'-7"+8'-7" +21'-1" +20'-9" +8'-7" +8'-7" +8'-7" +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" A B B.2 B.7 C D D.7 E PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 A-1.1A 1ST FLOOR 1ST FLOOR DEMOLITION CEILING PLAN 1/8" = 1'-0" MA T C H L I N E SE E S H E E T A - 1 . 1 B MA T C H L I N E SE E S H E E T A - 1 . 1 B SCOPE OF WORK "A" 5 4 6 4 8 8 8 8 DEMOLITION CEILING KEYNOTES DEMOLITION CEILING LEGEND KEY PLAN N REFER TO SHEET A-1.1 FOR DEMOLITION CEILING LEGEND. REFER TO SHEET A-1.1 FOR DEMOLITION CEILING KEYNOTES. 77 1 2 3 THROUGHOUT, U.ON. 3 THROUGHOUT, U.ON. 3 THROUGHOUT, U.ON. NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +8'-4" +12'-3" -OPEN +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6"+8'-4" +8'-6" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-6" +8'-7" +8'-6" N PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 A-1.1B 1ST FLOOR 1ST FLOOR DEMOLITION CEILING PLAN 1/8" = 1'-0" MA T C H L I N E SE E S H E E T A - 1 . 1 A MA T C H L I N E SE E S H E E T A - 1 . 1 A SCOPE OF WORK "B" 7 7 DEMOLITION CEILING KEYNOTES DEMOLITION CEILING LEGEND KEY PLAN N REFER TO SHEET A-1.1 FOR DEMOLITION CEILING LEGEND. REFER TO SHEET A-1.1 FOR DEMOLITION CEILING KEYNOTES. TYP. 3 THROUGHOUT, U.ON. 3 THROUGHOUT, U.ON. 3 THROUGHOUT, U.ON. 3 THROUGHOUT, U.ON. 3 THROUGHOUT, U.ON. NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 1112 13 14 15 16 17 18 19 20 21 2223 24 R R R R R R RR SFEC SFEC SFEC SFEC +8'-6" +8'-6" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 SFEC SFEC SFEC SFEC PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 A-1.1C 2ND FLOOR DEMOLITION CEILING PLAN 1/8" = 1'-0" SCOPE OF WORK 2ND FLOOR 8 8 8 8 1 2 DEMOLITION CEILING KEYNOTES DEMOLITION CEILING LEGEND KEY PLAN N REFER TO SHEET A-1.1 FOR DEMOLITION CEILING LEGEND. REFER TO SHEET A-1.1 FOR DEMOLITION CEILING KEYNOTES. 3 THROUGHOUT, U.ON. 3 THROUGHOUT, U.ON. 3 THROUGHOUT, U.ON. NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 8'-0" 8'-0" 8'-0" 8'-0" 1ST FLOOR DOOR AND FRAME SCHEDULE DOOR SPECIFICATION FRAME SPECIFICATION REMARKS HARDWARE GROUP MANUFACTURE MATERIAL FINISH HEAD JAMB DETAILS FINISHMATERIAL FIRE RATING DOOR SCHEDULE A-10.0 AS NOTED FIRE RATING PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 NUM.ROOM NAME TYPE WIDTH HEIGHT SIZE THICK ---CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING1220 MIN.MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD1-3/4"8'-0"3'-0"AEXISTING 1-HR. RATED CORRIDOR101 PROVIDE 3M WINDOW FILM AT SIDELITE1 13'-0"DCOMPUTER LAB103 --1CVOCATIONAL TRAINING MULTI-PURPOSE ROOM 01104 -- -- --3'-0"VOCATIONAL TRAINING MULTI-PURPOSE ROOM 02106 --3'-0"CYRC DJCO OFFICE113 -114 -115 -116 -117 -118 -119 -120 -121 --122 --123 --124 --125 --126 --127 ---128 --2-3'-0"C129 --1-3'-0"CCOPY/PRINT AND STORAGE130 -1220 MIN. -- -- -- -- -- --- -1220 MIN.3'-0"A141 --3'-0"CYRC MEN'S LOCKER146 --3'-0"C(N) MEN'S RESTROOM147 -- -- --13- -2 -- 3'-0"D YRC WAITING 156 - 3'-0"DYRC WAITING155A -1 3'-0"DGROUP OFFICE157 - 3'-0"DYRC SENSORY OFFICE158 - --13'-0"CYRC STAFF BREAK ROOM159 --MATCH EXISTING14-3'-0"GYRC STAFF BREAK ROOM159A -1-3'-0"DDCT READY OFFICE160 --2-3'-0"TVS MAT TRAINING ROOM 01161 --2-CTVS MAT STORAGE162 --2- --DDCT INSTRUCTOR OFFICE163 COAT HOOKS AT 60" AFF.--11-CCHANGING ROOM164 ----165 ----166 ----167 ----168 ----169 ----170 ----171 ----172 ----173 --1-HTVS ACADEMY OFFICE174 -11-CACCESSIBLE CHANGING ROOM175 --1-TVS BREAK ROOM176 ----14- --1-TVS LIBRARY177 --1- --1- ----- ----- --- --2- 1ST FLOOR DOOR AND FRAME SCHEDULE_CONT. DOOR SPECIFICATION FRAME SPECIFICATION REMARKS HARDWARE GROUP MANUFACTURE MATERIAL FINISH HEAD JAMB DETAILS FINISHMATERIAL FIRE RATING FIRE RATINGNUM.ROOM NAME TYPE WIDTH HEIGHT SIZE THICK --2- --2- --2- --2- --2- --1-WOMEN'S RESTROOM188 --1-MEN'S RESTROOM189 --4-TVS RECEPTION190 --4-TVS ADMIN OFFICE191 --2-3'-0"TVS CLASSROOM 01192 --- --2-CRANGE OFFICE195 --4- --9- --23'-0"HALLWAY197 --96'-0"TVS SCENARIO TRAINING ROOM 02198 --23'-0"198A --78'-0"198B --4-3'-0"198C -23'-0"DDROP IN OFFICE199 -3'-0"CDROP IN OFFICE200 --C201 --CHALLWAY201A --RANGE OFFICE/OPEN WORK/STORAGE202 --7-YRC WAREHOUSE203 ---YRC CLASSROOM204 --11MOTHER'S ROOM206 --3MDF207 --17HALLWAY208 --2-3'-0"CTVS WELLNESS MULTIUSE OFFICE201 PROVIDE 3M WINDOW FILM AT SIDELITE-2-3'-0"DPRIVATE OFFICE202 PROVIDE 3M WINDOW FILM AT SIDELITE-2- 2ND FLOOR STAFF BREAK ROOM206 --1- PRIVATE OFFICE 02207 -2-(E) PRIVATE OFFICE 01208 -2- TVS PRINT/COPY217 --1- TVS ASSIT. DIV. DIRECTOR AM2 OFFICE218 -2- TVS STORAGE219 --2- TVS STORAGE219A --2- TVS CONFERENCE 01220 -1- RANGE MASTER OFFICE 02222 -2- -2- --2- RANGE MASTER OFFICE 04225 -2- TVS PRODUCTION STUDIO/LAB226 --2- RANGE SUPPLY ROOM227 --2- RANGE CONFERENCE228 REUSE EXISTING DOOR AND FRAMED GLASS ASSEMBLY PROVIDE 3M WINDOW FILM AT SIDELITE-1- OFFICE/ STORAGE229 --2- OFFICE/ STORAGE235 --2- HALLWAY236 --2- --9- --2- TRAINING ROOM238 --7- 2ND FLOOR DOOR AND FRAME SCHEDULE DOOR SPECIFICATION FRAME SPECIFICATION REMARKS HARDWARE GROUP MANUFACTURE MATERIAL FINISH HEAD JAMB DETAILS FINISHMATERIAL FIRE RATING FIRE RATINGNUM.ROOM NAME TYPE WIDTH HEIGHT SIZE THICK 1ST & 2ND FLOOR3'-0"DVOC TRAINING ROOM102 3'-0" 3'-0"VOCATIONAL TRAINING MULTI-PURPOSE ROOM 01104A 3'-0"VOCATIONAL TRAINING MULTI-PURPOSE ROOM 01104B 3'-0"DYRC CLASSROOM 04 3'-0"DYRC CLASSROOM 03 3'-0"DYRC CLASSROOM 02 3'-0"DYRC CLASSROOM 01 3'-0"DYRC PRIVATE OFFICE 06 3'-0"DYRC PRIVATE OFFICE 01 3'-0"DYRC PRIVATE OFFICE 02 3'-0"DYRC PRIVATE OFFICE 03 3'-0"DYRC PRIVATE OFFICE 04 3'-0"DYRC PRIVATE OFFICE 05 3'-0"DYRC LG OFFICE 02 3'-0"DHCA PRIVATE OFFICE 01 3'-0"DHCA PRIVATE OFFICE 02 3'-0"DHCA PRIVATE OFFICE 03 3'-0"DHCA PRIVATE OFFICE 04 YRC LG OFFICE 01 AHALLWAY133 3'-0" 134 3'-0"DYRC PRIVATE OFFICE 06 135 3'-0"D 136 3'-0"D 137 3'-0"D 138 3'-0"D 139 3'-0"C YRC PRIVATE OFFICE 07 YRC PRIVATE OFFICE 08 YRC PRIVATE OFFICE 09 YRC PRIVATE OFFICE 10 YRC CONFERENCE ROOM 01 3'-0"CYRC WOMEN'S LOCKER148 3'-0"154 DYRC DROP IN OFFICE 6'-0"153 BYRC ENTRY 155 3'-0"G YRC CONFERENCE ROOM 02 151 3'-0"CHALLWAY 3'-0" 2'-6" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" CTVS MAT STORAGE162A 3'-0" CHANGING ROOM CHANGING ROOM CHANGING ROOM CHANGING ROOM CHANGING ROOM CHANGING ROOM CHANGING ROOM CHANGING ROOM CHANGING ROOM GTVS BREAK ROOM176A 3'-0" CMEN'S SHOWER & RESTROOM179 CWOMEN'S SHOWER & RESTROOM180 CLASSROOM 05182 CLASSROOM 05182A CLASSROOM 04183A CCLASSROOM 04183B CACADEMY STORAGE184A 3'-0" 3'-0"CLASSROOM 03185 3'-0"CLASSROOM 03185B 3'-0"CLASSROOM 02186 3'-0"CLASSROOM 02186B C C F C 3'-0" 3'-0" 3'-0" 3'-0" CCOMPUTER LAB194 3'-0" 3'-0" CTVS RANGE SIM TRAINING ROOM 03196 3'-0" ETVS RANGE SIM TRAINING ROOM 03196A 6'-0" TVS SCENARIO TRAINING ROOM 02 TVS SCENARIO TRAINING ROOM 02 TVS SCENARIO TRAINING ROOM 02 E C C E 3'-0" 3'-0" C 3'-0" E 8'-0" E 6'-0" C 3'-0" C 3'-0" C 3'-0" 3'-0"C 3'-0" 3'-0" 3'-0"C 3'-0" 3'-0"C 3'-0"C 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0"C 3'-0"C 3'-0" 3'-0"C 3'-0"C 6'-0"E E RANGE MASTER OFFICE 01223 RANGE PRINT224 C OFFICE/ STORAGE234 3'-0"C HALLWAY236A 3'-0"C 3'-0"DPRIVATE OFFICE203 RANGE MASTER OFFICE 03221 -2-3'-0" -45 MIN520 MIN3'-0"ARATED VESTIBULE200A --2-3'-0"CSTORAGE204A ---3'-0"CHALLWAY237 -45 MIN.20 MIN.151A 3'-0"ARATED VESTIBULE -153A 3'-0"DYRC ENTRY --9-6'-0"ESTORAGE185A --9-6'-0"ESTORAGE186A 1-3/4" 1-3/4" 1-3/4" 8'-0" 8'-0" 8'-0" 1-3/4"8'-0" 1-3/4" 1-3/4" 1-3/4" 8'-0" 8'-0" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4"8'-0" 1-3/4" 1-3/4" 1-3/4" 8'-0" 1-3/4" 1-3/4" 1-3/4" 1-3/4"8'-0" 1-3/4"8'-0" 1-3/4" 1-3/4" 1-3/4" 8'-0" 8'-0" 8'-0" 1-3/4"8'-0" 1-3/4"8'-0" MATCH EXISTING 1-3/4"8'-0" 1-3/4" 1-3/4"8'-0" 1-3/4"8'-0" 1-3/4" 1-3/4" 1-3/4"8'-0" 1-3/4" 1-3/4" 1-3/4" 8'-0" 8'-0" 1-3/4" 1-3/4" 8'-0" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4"8'-0" 1-3/4"8'-0" 1-3/4" 1-3/4" 8'-0" 8'-0" 1-3/4"8'-0" 1-3/4" 1-3/4" 8'-0" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4"8'-8" (MATCH EXISTING) 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" ALUMINUM/GLASS ALUMINUM/GLASS ALUMINUM/GLASS SOLID CORE WOOD / GLASS -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 45 MIN. 45 MIN. ALUMINUM PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE - MATCH EXISTING -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- PROVIDE 3M WINDOW FILM AT SIDELITE - - - - - - - D - - WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD (E) WOOD (E) (E) (E) (E) (E) (E) -- REUSE EXISTING DOOR AND FRAMED GLASS ASSEMBLY PROVIDE 3M WINDOW FILM AT SIDELITE REUSE EXISTING DOOR AND FRAMED GLASS ASSEMBLY PROVIDE 3M WINDOW FILM AT SIDELITE REUSE EXISTING DOOR AND FRAMED GLASS ASSEMBLY PROVIDE 3M WINDOW FILM AT SIDELITE REUSE EXISTING DOOR AND FRAMED GLASS ASSEMBLY PROVIDE 3M WINDOW FILM AT SIDELITE REUSE EXISTING DOOR AND FRAMED GLASS ASSEMBLY PROVIDE 3M WINDOW FILM AT SIDELITE REUSE EXISTING DOOR AND FRAMED GLASS ASSEMBLY PROVIDE 3M WINDOW FILM AT SIDELITE REUSE EXISTING DOOR AND FRAMED GLASS ASSEMBLY PROVIDE 3M WINDOW FILM AT SIDELITE --- --PROVIDE 3M WINDOW FILM AT SIDELITE --1-3'-0"HALLWAY193 1-3/4" PROVIDE 3M WINDOW FILM AT SIDELITE --4-CGUN LOCKERS202A 3'-0"1-3/4" --2-ELECT. ROOM207A C 3'-0"1-3/4" IDF235A --4-3'-0"C 1-3/4"WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD - - - CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUM ALUMINUM ALUMINUM BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING 1BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING 1BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING1 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD -CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 8'-0" 8'-0" 8'-0" 8'-0" BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 - - - - BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 ALUMINUM CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM 2 2 2 2 2 1 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM 16-BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM 11BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM 16-BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM - 17-BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM 5BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM MATCH EXISTING MATCH EXISTING BUILDING STANDARD MATCH EXISTING MATCH EXISTING BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD 4 ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD 15MATCH EXISTING BUILDING STANDARD MATCH EXISTINGMATCH EXISTING MATCH EXISTINGMATCH EXISTING MATCH EXISTING ALUMINUM/GLASS ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD - ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD - 2 ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD 2 ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD MATCH EXISTING MATCH EXISTING MATCH EXISTING BUILDING STANDARD MATCH EXISTING MATCH EXISTING ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD MATCH EXISTINGMATCH EXISTING MATCH EXISTING ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOODC C C C C C C C C 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD 11 11 11 11 11 11 11 11 11 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING MATCH EXISTING BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD 8'-0" 8'-0" 8'-0" 1-3/4" 1-3/4" 1-3/4" SOLID CORE WOOD / GLASS SOLID CORE WOOD / GLASS 2 2 2 BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING 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8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" - -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- B B B HB HB HB B BSOLID CORE WOOD / GLASS BSOLID CORE WOOD / GLASS BSOLID CORE WOOD / GLASS BSOLID CORE WOOD / GLASS BSOLID CORE WOOD / GLASS HB B SOLID CORE WOOD / GLASS HB BSOLID CORE WOOD / GLASS B H --2CSTORAGE196B3'-0"1-3/4"MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD8'-0"BUILDING STANDARD SOLID CORE WOOD --- H H HB B H H B H B H B 2B B 2B B B B B B 9B B B B 1 B 45 MIN. 45 MIN. 45 MIN. B PRIVATE OFFICE 06211 3'-0"-1-3/4"(E)(E)2-(E)(E)(E)(E)---- B B B B 4B EXISTING 1-HR. RATED CORRIDOR C C C B - - - - --3'-0"107 1-3/4"8'-0"--ALUMINUM4C-VOCATIONAL TRAINING KITCHEN - A BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD B -1 -1 -1 -1 B EXISTING 1-HR. RATED CORRIDOR B B B B B B B - - B - - - 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" B B -----3'-0"CLASSROOM 04183 ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD8'-0"1-3/4"SOLID CORE WOOD / GLASS 2H COAT HOOK AT 48" AFF.-11-CACCESSIBLE CHANGING ROOM175A 3'-0"1-3/4"8'-0"ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD --B B B B - - - - B - - B B - - - B B B B B B COAT HOOKS AT 60" AFF. COAT HOOKS AT 60" AFF. COAT HOOKS AT 60" AFF. COAT HOOKS AT 60" AFF. COAT HOOKS AT 60" AFF. COAT HOOKS AT 60" AFF. COAT HOOKS AT 60" AFF. COAT HOOKS AT 60" AFF. COAT HOOKS AT 60" AFF. B B B B - NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 TYPE A AND C SINGLE SOLID CORE WOOD DOOR, U.O.N. SC H E D U L E D TYPE E DOUBLE SOLID CORE WOOD DOOR SC H E D U L E D TYPE D SINGLE SOLID CORE WOOD DOOR WITH 36" INTEGRAL SIDELIGHT, U.O.N. SC H E D U L E D 3'-0" 24 " 48 " H I G H 3M W I N D O W F I L M TYPE B DOUBLE STOREFRONT DOORS TYPE F SOLID CORE WOOD WITH GLASS PANEL DOOR SCHEDULED SC H E D U L E D SCHEDULED SC H E D U L E D TYPE G SINGLE STOREFRONT DOORS DOOR NOTES: 1. DOOR THRESHOLDS: LANDINGS OR FLOOR LEVEL AT DOORS SHALL NOT BE MORE THAN 1/2" INCH BELOW THE THRESHOLD. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 1/4" INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL. (CBC 11BB.404.2.5.) REFER TO THIS SHEET FOR THRESHOLD DETAILS PER DOOR SCHEDULE. 2. MAXIMUM FORCE FOR PUSHING OR PULLING OPEN, EXTERIOR OR INTERIOR HINGED DOORS WITH CLOSERS AND SLIDING OR FOLDING DOORS, SHALL NOT EXCEED FIVE POUNDS. MINIMUM ALLOWABLE OPENING FORCE, FOR FIRE DOORS, NOT TO EXCEED 15 POUNDS. (11B-404.2.9) "FIRE AUTHORITY NOTES" ALL RATED DOOR ASSEMBLIES SHALL BE SELF-OR AUTOMATIC-CLOSING. CBC 716.5.9 EXCEPTION FOR ELEVATOR AND HOISTWAY ENCLOSURE DOORS AT THE LEVEL OF EXIT DISCHARGE. 20A&B 20E 20A&B 20E 20A&B 20E 20C 20F 20A&B 20E 20A&B 20E TYPE H SINGLE SOLID CORE WOOD DOOR WITH GLASS INLET 20A&B 20E SC H E D U L E D SC H E D U L E D SCHLUTER- RENO-TK TRANSITION IN SATIN ALUMINUM, REFER TO FINISH PLAN FOR LOCATION. (GC TO VERIFY HEIGHT WITH FLOORING MATERIALS) TILE OR WOOD (REFER TO FINISH PLAN) CARPET (REFER TO FINISH PLAN) EXISTING SUBSTRATE 355CS 371 434A 420 797 S 88 PF 180 ZERO REESE PEMKO NATIONAL GUARD AUTOMATIC DOOR BOTTOMASTRAGALPERIMETERMANUFACTURER FOAM SEAL 40 & 41 367A SURFACE APPLIED DOOR BOTTOM (ALTERNATE) SOLID CORE WOOD OR HOLLOW METAL SOLID CORE WOOD OR HOLLOW METAL SELF ADHESIVE SILICONE OR NEOPRENE SEAL NOTES: 1. INSTALL DOOR IN FRAME WITH 1/8" MAX. TOLERANCE @ HEAD, HINGE & STRIKE JAMB. 2. PERIMETER SEAL SHALL ALWAYS BE MIN. SEMI COMPRESSED WITH DOOR CLOSED. 3. IF TOLERANCE @ PERIMETER IS GREATER THAN 1/8" & DOOR CANNOT BE ADJUSTED, REPLACE WITH 1/2" SEAL INSTEAD OF 1/4" SEAL. 4. ALL GAPS @ INTERSECTION OF ASTRAGAL & AUTOMATIC DOOR BOTTOM SHALL BE SEALED. 5. FOR DOUBLE INTERCONNECTING DOORS PROVIDE PERIMETER SEALS AND AUTOMATIC DOOR BOTTOMS. 6. IF REQUIRED, SUBSTITUTE A SURFACE APPLIED AUTOMATIC DOOR BOTTOM PEMKO 430AS OR EQUAL. SMOOTH WOOD, STONE OR METAL THRESHOLD 1/4" MAX. AUTOMATIC DOOR BOTTOM ASTRAGAL SEAL HINGE JAMB STRIKE JAMB (HEAD SIMILAR) 6" PEMKO COMMERCIAL THRESHOLD (No.256) CARPET FINISH EXISTING EXTERIOR FINISH 1:2 EXISTING CONCRETE SLAB 1/ 2 " M A X . 6" PEMKO COMMERCIAL THRESHOLD (No.256) CARPET FINISH EXISTING EXTERIOR FINISH 1:2 EXISTING CONCRETE SLAB 1/ 4 " 4" PEMKO COMMERCIAL THRESHOLD (No. 2364) CARPET FINISH ASTRAGAL BOTTOM SEAL DOOR PER SCHEDULE 1/ 4 " M A X . EXISTING CONCRETE SLAB DOOR PER SCHEDULE 1/2"1/2" 1/ 4 " M A X . 1/ 2 " M A X . FLOOR LINE THRESHOLD SET IN EPOXY MORTAR MAXIMUM SLOPE OF BEVEL 1:2 CARPET WHERE OCCURS FINISH FLOOR MATERIAL (SEE FINISH PLAN) REFER TO WALL TYPE LINE DOOR FRAME BEYOND TILE OR WOOD (REFER TO FINISH PLAN) EXISTING SUBSTRATE WOOD FLOOR (REFER TO FINISH PLAN) CTC EDGE ANODIZED ALUMINUM TRANSITION CARPET (REFER TO FINISH PLAN) VCT (REFER TO FINISH PLAN) "JOHNSONITE" CTA-XX-A RUBBER TRANSITION. REFER TO FINISH PLAN FOR LOCATION. COLOR: TBD PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 DOOR, HARDWARE SCHEDULE AND DOOR DETAILS N.T.S A-10.1 AS NOTED 1/2" TRANSITION RATED THRESHOLD DETAIL SCALE: N.T.S RATED THRESHOLD DETAIL SCALE: N.T.S 1/4" TRANSITION RATED THRESHOLD DETAIL SCALE: N.T.S THRESHOLD DETAIL SCALE: N.T.S VCT / CARPET TRANSITION DETAIL SCALE: N.T.S CARPET / TILE TRANSITION DETAIL SCALE: N.T.S HW / CARPET TRANSITION DETAIL SCALE: N.T.S DOOR SEAL DETAILS 6SCALE:12 511 10 4 39 DOOR AND FRAME TYPES 1ST & 2ND FLOOR GROUP 1 SINGLE DOOR NON-RATED (LATCHSET) QTY DESCRIPTION 4 HINGES: FULL MORTISE HAGAR BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LATCHSET-SCHLAGE L SERIES W/07 LEVER SATIN CHROME FINISH 1 STRIKE: SCHLAGE 1 FLOOR STOP: MOCKETT DS3, SSTL FINISH NOTE:PROVIDE NORTON CLOSER AT RESTROOMS PROVIDE PUSH/PULL HARDWARE AT RESTROOM 188 AND 189 HARDWARE SCHEDULE GROUP 2 SINGLE DOOR NON-RATED (LOCKSET) QTY DESCRIPTION 4 HINGES: FULL MORTISE HAGAR BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: SCHLAGE L SERIES W/07 LEVER SATIN CHROME FINISH 1 STRIKE: SCHLAGE SATIN CHROME FINISH 1 FLOOR STOP: MOCKETT DS3 SSTL FINISH GROUP 3 SINGLE DOOR RATED CARD READER (FAIL SAFE) QTY DESCRIPTION 4 HINGES: FULL MORTISE HAGAR BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: ELECTRIFIED SCHLAGE L SERIES W/07 LEVER SATIN CHROME FINISH, FAILSAFE 1 STRIKE: SCHLAGE 1 CLOSER: NORTON 1 DOOR SEAL: PEMKO 1 THRESHOLD: РЕМКО 1 FLOOR STOP: MOCKETT DS3 SSTL FINISH GROUP 4 SINGLE DOOR NON-RATED CARD READER (FAIL SAFE) QTY DESCRIPTION 4 HINGES: FULL MORTISE HAGAR BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: ELECTRIFIED SCHLAGE L SERIES W/07 LEVER SATIN CHROME FINISH, FAILSAFE 1 STRIKE: SCHLAGE 1 CLOSER: NORTON 1 FLOOR STOP MOCKETT DS3 SSTL FINISH GROUP 5 SINGLE DOOR RATED (LOCKSET) QTY DESCRIPTION 4 HINGES: FULL MORTISE HAGAR BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: SCHLAGE L SERIES W/07 LEVER SATIN CHROME FINISH 1 STRIKE: SCHLAGE SATIN CHROME FINISH 1 DUST PROOF STRIKE 1 CLOSER: NORTON OR EQUAL 1 DOOR SEAL: PEMKO 1 THRESHOLD: PEMKO (BLACK) 1 FLOOR STOP: MOCKETT DS3 SSTL FINISH 1 TRIMCO FLUSHBOLT FOR INACTIVE LEAF (PROVIDE E HINGES AS REQUIRED) GROUP 6 DOUBLE DOOR RATED CARD READER (FAIL SAFE) QTY DESCRIPTION 8 HINGES: FULL MORTISE BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: ELECTRIFIED SCHLAGE L SERIES W/07 LEVER SATIN CHROME FINISH, FAILSAFE 1 STRIKE: SCHLAGE 1 AUTO FLUSH BOLT 1 DUST PROOF STRIKE 1 COORDINATOR: TRIMCO 2 CLOSER: NORTON OR EQUAL 1 DOOR SEAL: PEMKO 1 THRESHOLD: PEMKO (BLACK) 2 FLOOR STOP: MOCKETT DS3 SSTL FINISH 1 TRIMCO FLUSHBOLT FOR INACTIVE LEAF (PROVIDE E HINGES AS REQUIRED) GROUP 7 DOUBLE DOOR NON-RATED CARD READER (FAIL SAFE) QTY DESCRIPTION 8 HINGES: FULL MORTISE BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: ELECTRIFIED SCHLAGE L SERIES W/07 LEVER SATIN CHROME FINISH, FAILSAFE 1 STRIKE: SCHLAGE 1 AUTO FLUSH BOLT 1 COORDINATOR: TRIMCO 2 CLOSER: NORTON OR EQUAL 1 DOOR SEAL: PEMKO 2 FLOOR STOP: MOCKETT DS3 SSTL FINISH 1 TRIMCO FLUSHBOLT FOR INACTIVE LEAF (PROVIDE E HINGES AS REQUIRED) GROUP 9 DOUBLE DOOR NON-RATED (LOCKSET) QTY DESCRIPTION 8 HINGES: FULL MORTISE BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: SCHLAGE L SERIES W/07 SATIN CHROME FINISH 1 STRIKE: SCHLAGE SATIN CHROME FINISH 1 AUTO FLUSH BOLT 1 COORDINATOR: TRIMCO 2 CLOSER: NORTON OR EQUAL 1 DOOR SEAL: PEMKO 2 FLOOR STOP: MOCKETT DS3 SSTL FINISH 1 TRIMCO FLUSHBOLT FOR INACTIVE LEAF (PROVIDE E HINGES AS REQUIRED) (PROVIDE STORAGE LOCKSET AT 185A AND 186A) GROUP 10 DOUBLE DOOR RATED (LOCKSET) QTY DESCRIPTION 8 HINGES: FULL MORTISE BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: SCHLAGE L SERIES W/07 SATIN CHROME FINISH 1 STRIKE: SCHLAGE SATIN CHROME FINISH 1 AUTO FLUSH BOLT 1 DUST PROOF STRIKE 1 COORDINATOR: TRIMCO 2 CLOSER: NORTON OR EQUAL 1 DOOR SEAL: PEMKO 1 THRESHOLD: PEMKO (BLACK) 2 FLOOR STOP: MOCKETT DS3 SSTL FINISH 1 TRIMCO FLUSHBOLT FOR INACTIVE LEAF (PROVIDE E HINGES AS REQUIRED) GROUP 11 SINGLE DOOR NON-RATED (LOCKSET WITH OCCUPANCY INDICATOR) QTY DESCRIPTION 4 HINGES: FULL MORTISE HAGAR BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET WITH OCCUPANCY INDICATOR 1 STRIKE: SCHLAGE SATIN CHROME FINISH 1 FLOOR STOP: MOCKETT DS3 SSTL FINISH 1 CLOSER: NORTON OR EQUAL 1 COAT HOOK: BUILDING STANDARD GROUP 12 SINGLE DOOR RATED CARD READER WITH PANIC HARDWARE (FAIL SAFE) QTY DESCRIPTION 4 HINGES: FULL MORTISE HAGAR BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: ELECTRIFIED SCHLAGE L SERIES W/07 LEVER SATIN CHROME FINISH, FAILSAFE 1 PANIC HARDWARE 1 STRIKE: SCHLAGE 1 CLOSER: NORTON 1 DOOR SEAL: PEMKO 1 THRESHOLD: PEMKO 1 FLOOR STOP: MOCKETT DS3 SSTL FINISH GROUP 13 DOUBLE STOREFRONT ENTRY DOOR WITH CARD READER (FAIL SAFE) QTY DESCRIPTION 8 BUILDING STANDARD HINGES 1 BUILDING STANDARD LOCK SET, NO PANIC 1 RAIL: TOP RAIL 4". BOTTOM RAIL: 10". FINISH: SATIN STAINLESS STEEL 1 EXTERIOR HANDLES: PRL OPTION "F" 1 LOW PROFILE CONCEALED FLOOR CLOSER: NORTON OR APPROVED EQUAL. 1 THRESHOLD: COORDINATE WITH FLOOR CLOSER 1 DOUBLE ELECTRIFIED STRIKE HES 9500-24D-LBM 1 CARD READER: BY OTHERS NOTE #1:LOW "E" TEMPERED GLASS NOTE #2:REFER TO DOOR SCHEDULE AND POWER PLAN FOR CARD READERS. COORDINATE WITH TENANT'S SECURITY VENDOR ON REQUIREMENTS. GROUP 14 SINGLE STOREFRONT ENTRY DOOR WITH PANIC HARDWARE AND CARD READER (FAIL SAFE) QTY DESCRIPTION 4 OFFSET PIVOT HINGES: ARCADIA MFG. STD. 1 PANIC HARDWARE: PRL PANIC HARDWARE HANDLE. MODEL: PL100F. 1 RAIL: TOP RAIL 4". BOTTOM RAIL: 10". FINISH: SATIN STAINLESS STEEL 1 EXTERIOR HANDLES: PRL OPTION "F" 1 LOW PROFILE CONCEALED FLOOR CLOSER: NORTON OR APPROVED EQUAL. 1 THRESHOLD: COORDINATE WITH FLOOR CLOSER 1 DOUBLE ELECTRIFIED STRIKE HES 9500-24D-LBM 1 CARD READER: BY OTHERS NOTE #1:LOW "E" TEMPERED GLASS NOTE #2:REFER TO DOOR SCHEDULE AND POWER PLAN FOR CARD READERS. COORDINATE WITH TENANT'S SECURITY VENDOR ON REQUIREMENTS. GROUP 15 SINGLE STOREFRONT ENTRY DOOR WITH CARD READER (FAIL SAFE) QTY DESCRIPTION 4 BUILDING STANDARD HINGES 1 BUILDING STANDARD LOCK SET, NO PANIC 1 RAIL: TOP RAIL 4". BOTTOM RAIL: 10". FINISH: SATIN STAINLESS STEEL 1 EXTERIOR HANDLES: PRL OPTION "F" 1 LOW PROFILE CONCEALED FLOOR CLOSER: NORTON OR APPROVED EQUAL. 1 THRESHOLD: COORDINATE WITH FLOOR CLOSER 1 DOUBLE ELECTRIFIED STRIKE HES 9500-24D-LBM 1 CARD READER: BY OTHERS NOTE #1:LOW "E" TEMPERED GLASS NOTE #2:REFER TO DOOR SCHEDULE AND POWER PLAN FOR CARD READERS. COORDINATE WITH TENANT'S SECURITY VENDOR ON REQUIREMENTS. GROUP 16 SINGLE DOOR RATED (CYPHER LOCK) QTY DESCRIPTION 4 HINGES: FULL MORTISE HAGAR BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: CYPHER LOCK W/07 LEVER SATIN CHROME FINISH 1 STRIKE: SCHLAGE SATIN CHROME FINISH 1 DUST PROOF STRIKE 1 CLOSER: NORTON OR EQUAL 1 DOOR SEAL: PEMKO 1 THRESHOLD: PEMKO (BLACK) 1 FLOOR STOP: MOCKETT DS3 SSTL FINISH 1 TRIMCO FLUSHBOLT FOR INACTIVE LEAF (PROVIDE E HINGES AS REQUIRED) DOOR DETAILS 20A - HEAD DETAIL 20B - HEAD DETAIL 20E - JAMB DETAIL 20F - JAMB DETAIL 20C - HEAD DETAIL 20D - HEAD DETAIL TYPICAL NOTES: 1. REFER TO SHEET A-2.0 FOR PARTITION TYPES. 2. REFER TO DOOR SCHEDULE FOR DOOR, FRAMES AND FINISHES. 3. ALL GLAZING THICKNESS TO BE PER PROVIDED DETAILS ON A-30.4, U.O.N. 4. AT ONE HOUR PARTITIONS USE 45 MIN. FIRE RATED MET. FRAMES AND CLEAR, WIRED-GLASS WITH THICKNESS PER PROVIDED DETAILS ON A-30.4. WIRED TO RUN IN A HORIZ. DIRECTION, U.O.N. 20G - HEAD DETAIL 20H - HEAD DETAIL B B GROUP 8 SINGLE DOOR RATED (LATCHSET) QTY DESCRIPTION 4 HINGES: FULL MORTISE HAGAR BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LATCHSET-SCHLAGE L SERIES W/07 LEVER SATIN CHROME FINISH 1 STRIKE: SCHLAGE SATIN CHROME FINISH 1 DUST PROOF STRIKE 1 CLOSER: NORTON OR EQUAL 1 DOOR SEAL: PEMKO 1 THRESHOLD: PEMKO (BLACK) 1 FLOOR STOP: MOCKETT DS3 SSTL FINISH 1 TRIMCO FLUSHBOLT FOR INACTIVE LEAF (PROVIDE E HINGES AS REQUIRED) B GROUP 17 SINGLE DOOR NON RATED CARD READER WITH PANIC HARDWARE (FAIL SAFE) QTY DESCRIPTION 4 HINGES: FULL MORTISE HAGAR BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: ELECTRIFIED SCHLAGE L SERIES W/07 LEVER SATIN CHROME FINISH, FAILSAFE 1 PANIC HARDWARE 1 STRIKE: SCHLAGE 1 CLOSER: NORTON 1 DOOR SEAL: PЕМКО 1 THRESHOLD: PЕМКО 1 FLOOR STOP: MOCKETT DS3 SSTL FINISH BB 213 214 241 2ND FLOOR DOOR AND FRAME SCHEDULE_CONT. DOOR SPECIFICATION FRAME SPECIFICATION REMARKS HARDWARE GROUP MANUFACTURE MATERIAL FINISH HEAD JAMB DETAILS FINISHMATERIAL FIRE RATING FIRE RATINGNUM.ROOM NAME TYPE WIDTH HEIGHT SIZE THICK 215 212 240 210 PRIVATE OFFICE 04 3'-0"-1-3/4"(E)(E)2-(E)(E)(E)(E)---- PRIVATE OFFICE 07 3'-0"-1-3/4"(E)(E)2-(E)(E)(E)(E)---- PRIVATE OFFICE 08 3'-0"-1-3/4"(E)(E)2-(E)(E)(E)(E)---- PRIVATE OFFICE 05 3'-0"-1-3/4"(E)(E)2-(E)(E)(E)(E)---- PRIVATE OFFICE 03 3'-0"-1-3/4"(E)(E)2-(E)(E)(E)(E)---- PRIVATE OFFICE 3'-0"-1-3/4"(E)(E)2-(E)(E)(E)(E)---- PRIVATE OFFICE 3'-0"-1-3/4"(E)(E)2-(E)(E)(E)(E)---- B NOT USED NOT USEDB B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 CONSTRUCTION PLAN LEGEND & KEYNOTES A-2.0 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 1ST & 2ND FLOOR WALL TYPE CONSTRUCTION LEGEND NOTE: CONTRACTOR TO IDENTIFY IN BID AND INCLUDE IN PRICING ALL ITEMS LIKELY TO BE REQUIRED BY TITLE 24, CHAPTER 6 PART 141.0 AND 141.1 BASED ON SCOPE OF WORK SHOWN IN PLAN. THIS SHALL INCLUDE (AS APPLICABLE) BUT NOT LIMITED TO: DESEGREGATION OF ELECTRICAL PANELS, CONTROLLED RECEPTACLES, DAYLIGHTING CONTROLS, OCCUPANCY SENSORS, MULTI-LEVEL SWITCHING AND/OR DIMMING, DEMAND RESPONSE AND HVAC EFFICIENCY MEASURES. CONSTRUCTION KEYNOTES 2.1 INFILL EXISTING WALL/DOOR OPENING. MATCH EXISTING STUD WIDTH, TAPE (FIRE TAPE, 1-HR RATED CONSTRUCTION IF REQUIRED) SAND, SMOOTH AND PREP FOR NEW FINISHES. 1/4" DIAMETER COLD COPPER WATER LINE FOR COFFEE MAKER WITH SHUT OFF VALVE. 1/4" DIAMETER COLD COPPER WATER LINE FOR ICE MAKER WITH SHUT OFF VALVE. 3/4" THICK FIRE TREATED PLYWOOD BACKBOARD FOR TENANT'S TELEPHONE EQUIPMENT. REFER TO POWER PLANS FOR EXACT SIZE AND LOCATIONS. 2.2 2.3 2.4 PROVIDE BLOCKING FOR TENANT'S WALL MOUNTED TELEVISION. SEE DETAIL 10/A-30.5.2.5 NOTE: ALL NEW DOORS ARE TO BE 3'-0" WIDE MIN. UNLESS OTHERWISE NOTED. NOTE: ALL NEW DOOR PULL HARDWARE TO BE ACCESSIBLE, APPROVED "LEVER" TYPE. R AREA NOT IN CONTRACT (N.I.C.). EXISTING CONSTRUCTION TO REMAIN. EXISTING SINGLE DOOR, DOOR FRAME AND DOOR HARDWARE IS TO REMAIN AT LOCATION SHOWN. NEW CONSTRUCTION, TYPICAL PARTITION UNLESS OTHERWISE NOTED. PARTITION TYPE SYMBOL. SEE PARTITION TYPES LEGEND EXISTING DOOR, DOOR FRAME AND HARDWARE IS TO BE RE-USED AT NEW LOCATION. NEW SINGLE DOOR, DOOR FRAME AND HARDWARE. NEW DOUBLE DOOR, DOOR FRAME AND HARDWARE. ROOM KEY SYMBOL ROOM NAME ROOM NUMBER - NAME 100 1/4" COPPER WATER LINE SINGLE COMPARTMENT SINK. REFER TO ITEM #2 ON THE CONSTRUCTION SPECIFICATIONS ON SHEET A-0.3. DOUBLE COMPARTMENT SINK. REFER TO ITEM #4 ON THE CONSTRUCTION SPECIFICATIONS ON SHEET A-0.3. BUILDING STANDARD, SEMI - RECESSED FIRE EXTINGUISHER CABINET. REFER TO DETAILS #13 AND #14/A-30.0. SFEC TYPE DETAIL DESCRIPTION WALL TYPE A2 EXTEND TO FACE OF FINISHED CEILING. PROVIDE INSULATION IN THE STUD CAVITY. PROVIDE INSULATION OVER THE TOP OF THE WALL. C1 FULL HEIGHT WALL. PROVIDE INSULATION IN THE STUD CAVITY. H LOW HEIGHT WALL, NO INSULATION. 1A1 FULL HEIGHT ONE HOUR RATED WALL, PROVIDE INSULATION IN THE STUD CAVITY. C3 FULL HEIGHT WALL, (2) LAYERS STAGGERED GYP. BD.. PROVIDE INSULATION IN THE STUD CAVITY. 2/A-30.0 F2 FRAMED WINDOW WALL. NO INSULATION.3/A-30.4 4/A-30.0 5/A-30.0 5/A-30.0 1/A-30.0 EXISTING DOUBLE DOOR, DOOR FRAME AND DOOR HARDWARE IS TO REMAIN AT LOCATION SHOWN. NEW 6' LOW WALL WITH SHORT DOOR. HATCH INDICATES FULL HEIGHT INSULATED WALLS. NEW FRAMED SIDELIGHT/GLASS PARTITION. DOOR SYMBOL DOOR CODE SEE SHEET A-10.0 FOR DOOR SPEC'S AND HARDWARE100 NEW FIRE RATED PARTITION TO MATCH EXISTING. ALTERNATE CONSTRUCTION KEYNOTES A PROVIDE SEPARATE PRICING FOR RECONFIGURATION OF SHOWER/LOCKER/RESTROOMS. PRICING SHOULD INCLUDE DEMOLITION, NEW WALL+PLUMBING LAYOUT, FINISHES, PLUMBING FIXTURE, ACCESSORIES, NEW CEILING, LIGHT FIXTURES AND LOCKERS. B PROVIDE SEPARATE PRICING FOR NEW MOVABLE PARTITIONS. PRICING SHOULD INCLUDE REWORK OF CEILING ABOVE, NEW STRUCTURAL BEAM+COLUMN, ANY PERMIT EXTENSION/COO, AND NEW DRYWALL SOFFIT. C2 PARTITION TO 24" ABOVE CEILING IN DOUBLE VOLUME SPACE, BRACING TO STRUCTURE ABOVE. PROVIDE INSULATION IN THE STUD CAVITY AND ON CEILING.12/A-30.0 PROVIDE DRYWALL AT EXPOSED STUD WALLS TO MATCH WALL TYPE C1, PREP WALL FOR NEW PAINT. PREP EXISTING WALL AT ROOM #239 FOR NEW APPROVED FINISH. REFER TO FINISH PLAN.2.6 NEW GUARD RAIL. PROVIDE PERSONAL STORAGE LOCKERS, REFER TO PLANS FOR QUANTITY. SPEC: SOUTHWEST SOLUTIONS GROUP, FREE STYLE PERSONAL METAL STORAGE LOCKER 18" W X 24" D X 72" H, HASP FOR PADLOCK, DOUBLE DOOR, 18" HIGH EXTERNAL ACCESS DRAWER AND 18" HIGH BENCH DRAWER WITH BUTCHER BLOCK SEAT, LIGHT WOOD FINISH. ACCESSORIES SHOULD INCLUDE 6" INTERNAL DRAWER, FILE DIVIDER KIT, 12" MODULAR SHELF, FULL-WIDTH SHELVES, AND HOOK BRACKET HANGER. ALL OTHER ACCESSORIES TO BE CONFIRMED WITH YRC. PROVIDE VERTICAL ANGLE FILLERS AND WALL ANGLE, SLIP JOINT AS REQUIRED. PROVIDE SHOP DRAWINGS TO CONFIRM EXACT DIMENSION PRIOR TO FRAMING. CONFIRM HEIGHT, WIDTH AND DEPTH WITH LOCK MANUFACTURER. ANCHOR LOCKERS TO FLOOR AND WALL AS REQUIRED. STANDARD PAINT FINISH, FROST FR 6 OR APPROVED EQUAL. 2.7 PROVIDE FULL LENGTH MIRROR. SPEC: BOBRICK B-165 SERIES CHANNEL-FRAME, B-165 2460: 24″ W X 60″ H, PROVIDE BACK IN WALL IF REQUIRED, HUNG AT 18" AFF TO BOTTOM OF GLASS. 2.8 E WALL FURRING TO EXTEND 6" ABOVE FINISHED CEILING. NO INSULATION.7/A-30.0 PROVIDE CHAIN LINK FENCE WITH POSTS AT 4'-0" O.C. MAX. FENCE HEIGHT TO EXTEND TO CEILING ABOVE, SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. PROVIDE 3'-0" WIDE SLIDING GATE. MANUF: TBD. SEE DETAIL 17/A-30.1. 2.9 C PROVIDE SEPARATE PRICING FOR NEW GARAVENTA GENESIS ENCLOSURE VERTICAL PLATFORM LIFT, 90-DEGREE ENTRY/EXIT CONFIGURATION, LARGE PLATFORM SIZE, HYDRAULIC DRIVE SYSTEM, AND FULL HEIGHT ENCLOSURE AT TOP LANDING. PROVIDE ILLUMINATED AND TACTILE PUSH BUTTON CONTROL PACKAGE. PROVIDE 36" X 84" SWING DOORS. FRAME COLOR: BLACK, GLAZING: CLEAR. PROVIDE 3" PIT AS REQUIRED BY MANUFACTURER FOR FLUSH ACCESSIBLE ENTRY AT BOTTOM LANDING. PERMIT BY OTHERS. CONTRACTOR TO PROVIDE ALLOWANCE FOR CONCRETE FLOAT AS REQUIRED LEADING INTO LIFT FROM HALLWAY ON FIRST FLOOR. CONTRACTOR TO COORDINATE WITH DESIGN BUILD CONTRACTOR FOR DETAILS. PLATFORM LIFT TO BE ON A SEPARATE PERMIT. D PROVIDE SEPARATE PRICING FOR CATWALK SYSTEM, MANUF: TBD. 42" MIN. HIGH GUARDRAIL, WITH HORIZONTAL INTERMEDIATE RAIL AT 4" O.C. TYP. STEEL GRATING AND SOLID FLOOR FINISH WHERE INDICATED ON PLANS. MATTE POWDER COATED FINISH, COLOR: BLACK. MEZZANINE CATWALK TO BE ON A SEPARATE PERMIT. E PROVIDE SEPARATE PRICING FOR (2) DESIGN-BUILD EXTERIOR CANOPIES OVER YRC & TVS MAIN ENTRANCE. MANUFACTURER, STYLE, AND FINISH: TBD. PERMIT BY OTHERS. CONTRACTOR TO COORDINATE WITH TENANT AND BUILDING OWNER FOR EXACT SPECIFICATION AND APPROVAL. EXTERIOR CANOPIES TO BE ON A SEPARATE PERMIT. DEMISING WALLS, CORRIDOR WALLS AND CLASSROOMS SHOULD BE DECK HEIGHT WITH INSULATION IN STUD CAVITY. VERIFY IN FIELD AND PONY UP AS REQUIRED. REWORK EXISTING CEILING SYSTEM AS REQUIRED, PROVIDE WALL ANGLES. 2.10 ALL PRIVATE OFFICE WALL TO BE CEILING HEIGHT WITH INSULATION IN STUD CAVITY WITH INSULATION BLANKETS EXTEND 4' ON EITHER SIDE OF WALL, SEE WALL TYPE A2. VERIFY EXISTING WALLS AND REWORK AS REQUIRED. 2.11 NOT USED2.12 PROVIDE 1 - HR RATED CONDITION AT COMMON CORRIDOR 200. VERIFY IN FIELD AND PONY UP AND REWORK EXISTING WALLS AND CEILING AS REQUIRED. PROVIDE WALL ANGLES.2.13 E1 WALL FURRING/SILL CONDITION BELOW EXTERIOR WINDOWS.6/A-30.0 1B1 3/A-30.0 INSULATED (NON-RATED) TUNNEL CONSTRUCTION. PROVIDE INSULATION IN STUD CAVITY AND ON CEILING.8/A-30.01C1 A1 1/A-30.0 EXTEND TO FACE OF FINISHED CEILING. PROVIDE INSULATION IN THE STUD CAVITY. ONE HOUR RATED TUNNEL WALL. ONE HOUR RATED TUNNEL WALL. PROVIDE PUSH/PULL HARDWARE AT RESTROOM #189, 188, 231 AND 232. REPLACE EXISTING WHERE OCCURS, PATCH AFFECTED AREA AS REQUIRED. 2.14 PROVIDE NEW SEMI-RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER INSIDE. REFER TO A-0.3 FOR SPECIFICATIONS. MODIFY EXISTING OPENING WHERE REQUIRED PER NEW SPECIFICATION. MAXIMUM PROTRUSION IS 4" MAX PER CBC 11B-307.1. 2.15 CONTRACTOR TO VERIFY EXISTING DOOR, FRAMES AND HARDWARE CONDITION. REPLACE EXISTING HARDWARE TO MATCH BUILDING STANDARD PANIC BAR. REWORK EXISTING HARDWARE TO RECEIVE TENANT'S KEYCARD SYSTEM. PREP DOOR AND FRAMES TO RECEIVE NEW PAINT. PAINT P-1 SEMI-GLOSS. 2.16 VERIFY EXISTING TO REMAIN DOORS IN SCOPE AREA INCLUDING CORRIDOR AND STAIR DOORS IN FIELD. PROVIDE ALLOWANCE TO TOUCH UP/ REPAIR AS REQUIRED. PAINT EXISTING PAINTED DOORS AS REQUIRED. REPLACE/REPAIR EXISTING HARDWARE AS REQUIRED. REFER TO POWER PLAN FOR CARD READER LOCATIONS AND PREP DOORS AS REQUIRED TO RECEIVE TENANT'S CARD READER SYSTEM WHERE OCCURS. 2.17 NEW 42" MIN. HIGH GUARDRAIL WITH HORIZONTAL INTERMEDIATE RAILS AT 4" O.C. TYP. MATCH CATWALK GUARDRAILING. MATTE POWDER COATED FINISH, COLOR: BLACK.2.18 F PROVIDE ALTERNATE PRICING FOR BUILT IN CUSTOM DISPLAY CASE WITH LOW IRON GLASS DOORS WITH GLASS SHELVES. REFER TO ELEVATION AND SECTION DETAIL FOR ADDITIONAL INFORMATION. PRICING SHOULD INCLUDE RECESSED LIGHTING AND WING WALLS. G NOT USED. 11/A-30.4J2 FRAMED WINDOW WALL. H PROVIDE ALTERNATE PRICING FOR B1 WALL TYPE (6" ABOVE CEILING GRID WITH INSULATION IN STUD CAVITY) AT ALL OFFICES IN LIEU OF A2 WALL TYPE (CEILING HEIGHT WITH INSULATION IN STUD CAVITY AND BLANKET ABOVE CEILING EXTEND 48" ON BOTH SIDES). I PROVIDE ALTERNATE PRICING FOR SOUND BOOTS AT ALL YRC PRIVATES OFFICES. J PROVIDE ALTERNATE DEDUCT FOR REFRIGERATOR, FREEZER, AND MICROWAVE TO BE PROVIDED BY TENANT. B MODIFY EXISTING WALLS TO MATCH C1 WALL TYPE FULL HEIGHT INSULATION.2.19 MODIFY EXISTING WALLS TO MATCH C3 WALL TYPE FULL HEIGHT INSULATION.2.20 B K NOT USED. B1 EXTEND 6" ABOVE THE FINISHED CEILING. PROVIDE INSULATION IN THE STUD CAVITY.19/A-30.0 B B L PROVIDE ALTERNATE PRICING FOR BUILT IN PLASTIC LAMINATE 24" D X 72" H X 18" W LOCKERS IN ACADEMY STORAGE #184. B LOW WALL WITH PLASTIC LAMINATE CAP ABOVE. PL-1.2.21 PROVIDE DRYWALL LAMINATED ON BOTH SIDES OF EXISTING CONCRETE SHEAR WALL. PROVIDE CLEAR ANODIZED FINISH J-MOLDING TO CAP DRYWALL, MITERED CORNERS WHERE OCCURS. PASS THROUGH OPENING SHOULD BE MINIMUM 32" CLEAR WIDTH X 8' H. INSIDE OPEN PASS THROUGH FINISH TO BE EXPOSED CONCRETE OR PAINT TO MATCH ADJACENT WALL. VERIFY CONDITION IN FIELD AND COORDINATE WITH ARCHITECT AS NEEDED. REFER TO STRUCTURAL PLANS FOR DETAILS. 2.22 B WHERE LOCKERS ARE PROVIDED SHALL MEET CBC 11B-225.2. A.MIN 5% OF LOCKERS SHALL BE ACCESSIBLE. B.STORAGE ELEMENTS SHALL BE WITHIN REACH RANGE. CBC 11B-811. C.OPERABLE PART SHALL COMPLY WITH CBC 11B-309. 2.23 AT ACADEMY STORAGE, PROVIDE 6' HIGH DOUBLE TIER LOCKERS. SPEC: SALSBURY 15" WIDE PREMIER WOOD LOCKER - DOUBLE TIER - 1 WIDE - 6 FEET HIGH WITH BASE - 24" DEEP - COLOR: WINTER FOG, PROVIDE (1) ADJUSTABLE SHELF $44,294, MODEL # 15-42164, SIZE: 15" W X 76" H X 24" D, PROVIDE MATCHING SIDE PANELS, FLAT TOP IN-LINE FILLER AND FRONT FILLERS AND CORNER FILLERS AS REQUIRED WHERE OCCURS. CONFIRM WITH TENANT IF HASP IS REQUIRED. ANCHOR LOCKERS TO FLOOR AND WALL AS REQUIRED. 2.24 AT ACCESSIBLE CHANGING ROOM, PROVIDE 48" WIDE X 20" DEEP X 18" H BENCH. SPEC: SALSBURY, WOOD ADA LOCKER BENCH 77782-ADA, LIGHT FINISH OR APPROVED EQUAL.2.25 B M PROVIDE ALTERNATE DEDUCT PRICING FOR ALL TELE/DATA OUTLETS THROUGHOUT SCOPE AREA TO BE 3/4" DIA CONDUIT IN LIEU OF 1" DIA . INFILL EXISTING OPENING IN EXTERIOR CONC. TILT UP WALL. SEE DETAIL 13/A-30.1.2.26 1/4" DIAMETER COPPER WATER LINE FOR TENANT'S COFFEE VENDING MACHINE WITH SHUT OFF VALVE. CONTRACTOR TO PROVIDE ALTERNATE PRICING FOR WATER FILTER PER MANUFACTURER SPECIFICATIONS, COORDINATE WITH TENANT AND VENDOR FOR ADDITIONAL INFORMATION. 2.27 CONTRACTOR TO FIELD VERIFY EXTERIOR CONDITION, PROVIDE ALLOWANCE FOR CONCRETE PATH REWORK AS REQUIRED AT NEW ACCESSIBLE DOOR LANDING. 2.28 B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 5 5.1 6 7 7.9 8 9 10 11 12 134.7 FE SFEC SFEC SFEC SFEC N A B B.2 B.7 C D D.7 E A-2.0A 1ST FLOOR CONSTRUCTION PLAN 1/8" = 1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 MA T C H L I N E SE E S H E E T A - 2 . 0 B MA T C H L I N E SE E S H E E T A - 2 . 0 B SCOPE OF WORK "A" 1ST FLOOR YRC DJCO OFFICE 113 LOBBY - NIC 100 VOC TRAINING ROOM 102 COMPUTER LAB 103 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 01 104 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 02 106 HALLWAY 105 EXISTING WALK-IN REF 110 VOCATIONAL TRAINING KITCHEN - STORAGE 109 EXISTING WALK-IN FREEZER 111 HALLWAY 112 YRC CLASSROOM 04 114 YRC CLASSROOM 03 115 YRC CLASSROOM 02 116 YRC CLASSROOM 01 117 HCA PRIVATE OFFICE 01 121 HCA PRIVATE OFFICE 04 118 HCA PRIVATE OFFICE 03 119 HCA PRIVATE OFFICE 02 120 YRC LG OFFICE 02 122 YRC PRIVATE OFFICE 05 123 YRC PRIVATE OFFICE 04 124 YRC PRIVATE OFFICE 03 125 YRC PRIVATE OFFICE 02 126 YRC PRIVATE OFFICE 01 127 YRC PRIVATE OFFICE 06 128 YRC LG OFFICE 01 129 OPEN WORK AREA 140 COPY/PRINT AND STORAGE 130 YRC MEN'S RESTROOM - NIC 131 YRC WOMEN'S RESTROOM - NIC 132 YRC PRIVATE OFFICE 06 134 YRC PRIVATE OFFICE 07 135 YRC PRIVATE OFFICE 08 136 YRC PRIVATE OFFICE 09 137 YRC PRIVATE OFFICE 10 138 YRC CONFERENCE ROOM 01 139 EXISTING 1-HR. RATED CORRIDOR 141 JANITOR - NIC 142 BLDG TELE. ROOM - NIC 143 YRC WOMEN'S RESTROOM - NIC 144 YRC MEN'S RESTROOM - NIC 145 YRC MEN'S LOCKER 146 YRC WOMEN'S LOCKER 148 (N) MEN'S RESTROOM 147 (E) RESTROOM 149 HALLWAY 150 HALLWAY 133 129 128 127 126 125 124 123 122 121 120 119 118 141133 130 134 135 136 137 138 139 117 116 115 114 113 146 147 101 102 103 104 104A 104B 106 148 CL 9 A-30.0 CL CL CL CL CL CL 11 ' - 6 " 13'-5"5'-5"EQ.EQ.EQ.EQ.EQ.21'-1"12 ' - 5 " 3'-0" TYP. 3'-6" EQ . EQ . EQ . EQ . 5'-5" 3' - 0 " CL OF COLUMN CL OF DOOR 2' - 6 " 3'-8" 4'-0"7'-8"7'-11" C1 TYP.F2 C1 5 A-21.2 2 A-20.0 A-20.0 3A 3B 3C 1C 1B 1A A-20.0 A1 A2 TYP. A2 TYP.A2 A2 A2 A2 C1 C1 C1 A2 TYP. 14 ' - 8 " CL CL A2 TYP. A2 A2 A2 A2 A2 C1 C1 A2 TYP. C1 8'-1"15'-8"12'-1"12'-0"11'-10"12'-3"11'-10" C1 C1 C1 C1 C1 18'-10"20'-1"19'-9"20'-1"20'-1"12'-3" C1 C1 C1 C1 5' - 0 " 1A1 C1 5' - 7 " C1 C1 5'-11" C1 5' - 7 " 4' - 0 " 14'-1"7'-5" 36'-0"27'-6" 1 A-20.1 B A C1 C1 VOCATIONAL TRAINING KITCHEN - B 108 VOCATIONAL TRAINING KITCHEN - A 107 10'-7" CL CONSTRUCTION LEGEND CONSTRUCTION KEYNOTES REFER TO SHEET A-2.0 FOR CONSTRUCTION LEGEND. REFER TO SHEET A-2.0 FOR CONSTRUCTION KEYNOTES. ALTERNATE CONSTRUCTION KEYNOTES REFER TO SHEET A-2.0 FOR ALTERNATE CONSTRUCTION KEYNOTES. WALL TYPE REFER TO SHEET A-2.0 FOR WALL TYPE. KEY PLAN 2.7 2.8 2.8 2.7 5' - 0 " 22 ' - 6 " 2.10 A C1 A C1 2.1 1B1 2.1 2.1 1B1 2.11 2.11 2.10 C1 2.15 2.15 2.15 2.15 2.15 2.16 2.17 2.17 2.17 2.17 2.17 2.17 2.17 ±3'-0" TO ALIGN WITH DRYWALL CLG. ABOVE 1A1 2.19 H I H I H I H I H I H I H I H I H I H I H I 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.52.52.5 2.5 2.5 2.5 2.5 2.10 2.17 2.17 2.17 2.17 107 2.232.23 BB BB B B B B B EXISTING 1-HR. RATED CORRIDOR 101 B B B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 X X X X X X XXXXX X X X X X X X N SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC TVTV TV U/CREF. R R R R V V V V YRC MEN'SRESTROOM±221 SF YRC WOMEN'SRESTROOM±221 SF TV TV YRC PRIVATE OFFICE 06±11'-3"X11'-6"±130 SF YRC CLASSROOM 01±19'-9"X38'-6"±758 SF YRC CLASSROOM 02±19'-9"X38'-6"±759 SF YRC CLASSROOM 03±19'-3"X38'-6"±743 SF YRC CLASSROOM 04±19'-9"X38'-6"±758 SF YRC DJCOAND CAMERA ROOM±18'-3"X38'-6"±708 SF YRC WOMEN'SRESTROOM±163 SF YRC MEN'SRESTROOM±172 SF BLDG ELEC. BENCH BENCH YRC MEN'S LOCKER±366 SF VESTIBULE YRC WOMEN'S LOCKER±302 SF (E) RESTROOM ±8'-9"X7'-9" ±62 SF (E) ELEV. YRC KITCHEN WALK-IN REF WALK-INFREEZER TV TV YRC STAFFRESTROOMS ELEV. MECH.ROOM YRC CLIENTRESTROOMS BLDGTELE.ROOM YRC PRIVATE OFFICE 07±11'-9"X9'-3"±110 SF FIRERISER YRC PRIVATE OFFICE 08±11'-9"X9'-3"±110 SF YRC PRIVATE OFFICE 09 ±11'-9"X9'-3" ±110 SF YRC PRIVATE OFFICE 10 ±11'-9"X9'-3" ±110 SF YRC PRIVATE OFFICE 05±11'-6"X11'-6"±132 SF YRC PRIVATE OFFICE 04±11'-9"X11'-6"±132 SF YRC PRIVATE OFFICE 03±11'-6"X11'-6"±131 SF YRC PRIVATE OFFICE 02±11'-6"X11'-6"±128 SF YRC PRIVATE OFFICE 01±11'-9"X11'-6"±136 SF YRC LG OFFICE 02±14'-0"X11'-6"±158 SF YRC LG OFFICE 01±12'-0"X17'-0"±199 SF COPY/PRINT AND STORAGE ±13'-0"X26'-6" ±346 SF YRC PRIVATE OFFICE 15 ±10'-0"X12'-0" ±120 SF YRC PRIVATE OFFICE 11 ±10'-0"X12'-0" ±120 SF YRC PRIVATE OFFICE 12 ±10'-0"X12'-0" ±120 SF YRC PRIVATE OFFICE 13 ±10'-0"X12'-0" ±120 SF YRC PRIVATE OFFICE 14 ±10'-0"X12'-0" ±120 SF (4) W/S6'X7' (2) W/S6'X7'(2) W/S6'X7' YRC CONFERENCE ROOM 01 ±20'-9"X12'-0" ±248 SF (N) MEN'S RESTROOM ±9'-0"X7'-6" ±68 SF MULTIPURPOSEROOM±1,384 SF REC. ROOM±1,289 SF COMPUTER LAB ±18'-0"X28'-0" ±506 SF VOC 01 ±16'-0"X28'-0" ±443 SF EX. LOBBY COLLABORATION EXITDOOR TV HALLWAY±383 SF RANGE SIM ROOM±33'-0"X42'-9"±1,409 SF RANGE READY ROOM±13'-9"X17'-9"±241 SF TVS CLASSROOM 01±33'-0"X29'-0"±995 SF FROSTEDGLASS DOOR TV TVS RECEPTION±16'-3"X22'-0"±352 SF YRC ENTRY/WAITING±499 SF YRC DROP IN OFFICE±10'-6"X15'-3"±162 SF YRC CONFERENCE ROOM 02±20'-0"X34'-6"±688 SF TV WASHER/ DRYER ±11'-3"X10'-9" ±123 SF SPIDER WEB±36'-6"X17'-3"±628 SF ROLL UP DOOR RANGE ARMORY ±36'-6"X28'-6" ±1,042 SF TVS SUPPLY±13'-6"X14'-0"±190 SF TVS ACADEMY OFFICE±20'-0"X14'-0"±280 SF RANGE SCENARIO HOUSE WITH CATWALK±72'-1"X56'-0"±3,418 SF TVS BREAK ROOM±20'-3"X39'-6"±765 SF YRC STAFF BREAK ROOM±20'-3"X34'-3" ±674 SF TVS MATSTORAGE±27'-0"X19'-6"±471 SF DROP IN ±12'-9"X10'-0" ±127 SF DCT±12'-9"X10'-0"±128 SF TVS MAT ROOM±44'-6"X56'-6"±2,546 SF IDF±12'-9"X23'-0"±294 SF MOTHER'SROOM±12'-9"X7'-0"±88 SF WOMEN'S SHOWER &RESTROOM±379 SF TVSFITNESS/SHOWER/LOCKER±1,100 SF TVS LIBRARY/ CONF. ±20'-3"X22'-3" ±446 SF YRC RECEPTION±10'-9"X19'-6"±208 SF YRC WAITING±11'-6"X34'-6"±376 SF DROP IN AREA W/H (3) W/S6'X5'(3) W/S6'X5' LIFT (9) CHANGING ROOM±4'-0"X5'-0" (±20 SF) CHANGING ROOM ±5'-0"X6'-0" ±30 SF MAT FLOOR TV WALKINGPATH LOUNGE/GROUP ROOM±18'-3"X12'-9"±234 SF YRC SENSORY 01±12'-9"X12'-9"±164 SF WALKINGPATH TV BOTTLEFILLER (4) COFFEEMAKER TV BUILT-IN BOOK SHELF STORAGE CABINET OPEN CUBBIES(16) TOTAL (14) LOCKER'S TOPAND BOTTOM BENCH (2) SHOWERS MEN'S SHOWER &RESTROOM±375 SF (14) LOCKER'S TOPAND BOTTOM BENCH (2) SHOWERS MEN'S RESTROOM±334 SF WOMEN'S RESTROOM±289 SF (3) W/S8'X8'TVS OFFICE±33'-0"X16'-6"±534 SF COPYPRINT COMPUTER LAB±19'-3"X12'-6"±236 SF TV CLASSROOM 01±38'-0"X27'-9"±1,010 SF ACADEMY STORAGE±16'-9"X20'-3" ±337 SF (72)12"W X 18"DDOUBLE TIER LOCKERS CLASSROOM 03±27'-6"X48'-3"±1,295 SF TV TV YRC WAREHOUSE/LAUNDRY ROOM±87'-0"X28'-6"±2,028 SF CLASSROOM 02±38'-0"X27'-9"±1,018 SF CLASSROOM 04±27'-6"X48'-3"±1,292 SF CASEDOPENING 1 STORAGECABINETS STORAGE CABINET / CUBBIES TV BOTTLEFILLER GUN LOCKERS ±27'-6"X17'-0"±369 SF EXIT DROP IN OFFICE ±13'-0"X10'-0" ±130 SF DROP IN OFFICE ±13'-0"X10'-0" ±130 SF EXIT EXIT EXIT 2 3 45 6 7 8 91011121314151617 1819202122232425262728 41403938373635343332313029 123456789101112131415161718192021222324252627282930 BOTTLEFILLER VOC 01 ±16'-0"X28'-0" ±443 SF N A-2.0B 1ST FLOOR CONSTRUCTION PLAN 1/8" = 1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 1ST FLOOR MA T C H L I N E SE E S H E E T A - 2 . 0 A MA T C H L I N E SE E S H E E T A - 2 . 0 A SCOPE OF WORK "B" HALLWAY 151 YRC CONFERENCE ROOM 02 156 YRC RECEPTION 152 YRC ENTRY 153 YRC DROP IN OFFICE 154 YRC WAITING 155 HALLWAY 208 GROUP OFFICE 157 YRC SENSORY OFFICE 158 YRC STAFF BREAK ROOM 159 DCT READY OFFICE 160 TVS MAT STORAGE 162 TVS MAT TRAINING ROOM 01 161 DCT INSTRUCTOR OFFICE 163 TVS ACADEMY OFFICE 174 ACCESSIBLE CHANGING ROOM 175 ACADEMY STORAGE 184 CHANGING ROOM 165 CHANGING ROOM 166 CHANGING ROOM 172 CHANGING ROOM 171 CHANGING ROOM 169 CHANGING ROOM 167 CHANGING ROOM 168 TVS BREAK ROOM 176 TVS LIBRARY 177 TVS FITNESS/ SHOWER/LOCKER 178 MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 HALLWAY 181 CLASSROOM 05 182 CLASSROOM 04 183 CLASSROOM 03 185 CLASSROOM 02 186 TVS DISPLAY 187 MEN'S RESTROOM 189 WOMEN'S RESTROOM 188 TVS RECEPTION 190 TVS ADMIN OFFICE 191 TVS CLASSROOM 01 192 HALLWAY 193 COMPUTER LAB 194 RANGE OFFICE 195 TVS RANGE SIM TRAINING ROOM 03 196 HALLWAY 197 TVS SCENARIO TRAINING ROOM 02 198 DROP IN OFFICE 199 DROP IN OFFICE 200 YRC CLASSROOM 204 YRC WAREHOUSE 203 RANGE OFFICE/OPEN WORK/STORAGE 202 WASHER/ DRYER 205 MDF 207 153 154 155A 156 204 208 203 198B162A207206 198A 201A 201 202 199 200 198 196A 196 195 197 186B 194 192 190 191 189 188 186185B185183A183182 179 180 159A 176A 176 177 182A 174 163 161 160 159 151 158 157 162 198C 183B 164 165 166 167 168 169 170 171 172 155 CHANGING ROOM 164 CL OF DOOR 36'-0" 3' - 0 " 5'-5"5'-5" 2' - 0 " 2'-7" 22 ' - 2 " 5' - 0 " 3' - 0 " 3'-5" 13'-3" 10 ' - 5 " 5' - 5 " 10 ' - 5 " 17 ' - 1 0 " 12'-10" 5' - 5 " 5'-0" 4' - 0 " EQ.EQ. CL OF DOOR 6' - 6 " 10'-5" 3'-0" 5' - 3 " 1' - 0 " 15'-6" 1'-1" 5'-0" 3' - 0 " 20'-5"11'-11" 14 ' - 0 " 35 ' - 9 " 3'-0" 5' - 5 " 12'-7"4'-0" 5'-3"16'-11"5'-3" 3' - 0 " 5'-3"27'-5"5'-0"5'-3" 3'-0" 4' - 1 0 " 3' - 0 " TY P . C3 C2 TYP. C3 C1 C1 1 A-21.0 1 A-21.2 2 A-20.1 10 A-20.0 12 A-20.0 17 A-20.0 10 10 SIM. A-20.1 18 A-20.0 10'-10" EQ.EQ. CL OF EX. DOOR 5' - 0 " 151A RATED VESTIBULE 151A 1A1 B1 C1 C1 153A C1 C1 8'-0" C1 C1 C C1 C1 C1 C1 C2 C2 6' - 7 " MOTHER'S ROOM 206 12 ' - 1 1 " 175 1C1 A2 1B1 1B1 1B1 C1 C3 A2 A2 STORAGE 185A STORAGE 186A 4' - 7 " CL OF DOORCLOF DOOR 12'-7"12'-7"12'-7"184A 5'-3" 3' - 0 " 7'-7" C1 185A 186A 5' - 5 " 8' - 0 " 2' - 2 " 2 A-0.8 193 B B 7' - 9 " 6' - 0 " H +42" A.F.F. 11'-7" A-20.1 3 A B LOCATION OF PRE FABRICATED FULLY ACCESSIBLE LIFT COMPLETED UNDER A SEPARATE PERMIT BY LIFT VENDOR. REFER TO SHEET A-2.0 FOR SPECIFICATIONS. LOCATION OF PRE FABRICATED FULLY ACCESSIBLE STRUCTURAL MEZZANINE / CAT WALK COMPLETED UNDER A SEPARATE PERMIT BY LIFT VENDOR. REFER TO SHEET A-2.0 FOR SPECIFICATIONS.5' - 8 " C1 C1 C KEY PLAN CONSTRUCTION LEGEND CONSTRUCTION KEYNOTES REFER TO SHEET A-2.0 FOR CONSTRUCTION LEGEND. REFER TO SHEET A-2.0 FOR CONSTRUCTION KEYNOTES. ALTERNATE CONSTRUCTION KEYNOTES REFER TO SHEET A-2.0 FOR ALTERNATE CONSTRUCTION KEYNOTES. WALL TYPE REFER TO SHEET A-2.0 FOR WALL TYPE. C2 C2 C2 C3 A CL OF DOOR 7'-1" A A 2.9 202A GUN LOCKERS 202A 12 ' - 5 " 11'-0" 4' - 0 " CL OF DOOR ELECT. ROOM 207A207A C C3 6'-5" C3 C2 C2 C3 2'-0" 8' - 5 " 19 A-20.0 11'-0" 3' - 5 " 5'-5" 2 A-30.7 1 A-30.7 CL 11 A-30.0 C2 1B1 A1 C1 C3 2.10 2.1 2.11 2.1 2.10 C1 C1 A2 C1C1 A2 A2 C1 A2 A2 A2 E E 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.14 2.14 WATER HEATER 179A 9'-0" 198D 3' - 7 " 2.16 2.16 2.16 2.16 2.16 2.17 2.17 2.17 2.17 2.17 2.17 2.17 2.17 2.17 2.17 C1 J2 C2C2 F 196B STORAGE 196A 2.20 2.20 2.5 2.5 2.5 2.12 2.5 2.5 2.2 2.3 2.5 2.32.2 J J 2.4 2.1 C3 20 A-20.0 13 A-20.1 L 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.52.5 2.5 B B 2.1 6'-11" 6' - 0 " 2.1 2.10 2.10 2.21 CHANGING ROOM 170 C2 2.10 32 " CL R . 2.19 2.22 2.222.22 2.22 2.23 B 2.26 B 2.20 C3 A1 2'-6" 2'-0" 6" B B 13 A-20.1 SIM. CHANGING ROOM 173 173 175A 2.25 30X48 CLEAR SPACE 60" DIA. CLEAR SPACE A2 2.23 2.24 2.23 2.24 B 5'-0" 10 ' - 9 " CL B 2.23 2.23 10 A-20.1 EXISTING 1-HR. RATED CORRIDOR 201 B EQ . EQ . (4) EQ. (5) EQ. B B 2.28 2.28 B 2.27B E W/H 2.25 2.25 B B 2.8 2.8 2.8 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 1112 13 14 15 16 17 18 19 20 21 2223 24 R R R R R R RR 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 R R R R R R RR SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC OPEN BELOW OPEN BELOW A-2.1 2ND FLOOR CONSTRUCTION PLAN 1/8" = 1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 2ND FLOOR SCOPE OF WORK RATED COMMON CORRIDOR 200 TVS WELLNESS MULTIUSE OFFICE 201 QUIET OFFICE 02 205 PRIVATE OFFICE 203 PRIVATE OFFICE 202 QUIET OFFICE 01 204 2ND FLOOR STAFF BREAK ROOM 206 PRIVATE OFFICE 02 207 PRIVATE OFFICE 01 208 OPEN WORK AREA 209 PRIVATE OFFICE 04 210 PRIVATE OFFICE 06 211 PRIVATE OFFICE 08 213 PRIVATE OFFICE 05 214 PRIVATE OFFICE 03 215 HALLWAY 216 TVS PRINT/COPY 217 TVS ASSIT. DIV. DIRECTOR AM2 OFFICE 218 TVS STORAGE 219TVS CONFERENCE 01 220 RANGE MASTER OFFICE 03 221 RANGE MASTER OFFICE 02 222 RANGE MASTER OFFICE 01 223 RANGE PRINT 224 RANGE MASTER OFFICE 04 225 TVS PRODUCTION STUDIO/LAB 226 HONOR GUARD OFFICE/ STORAGE 229 RANGE SUPPLY ROOM 227 RANGE CONFERENCE 228 HALLWAY 230 2ND FLOOR STAFF WOMEN'S RESTROOM 232 2ND FLOOR STAFF MEN'S RESTROOM 231 BLDG ELECTRICAL ROOM - NIC 233 QUARTER MASTER OFFICE/ STORAGE 234 OFFICE/ STORAGE 235 HALLWAY 236 HALLWAY 237 K9 MULTIPURPOSE OFFICE 239 TRAINING ROOM 238 203 202 201 206 236A 208 207 217 218 220 221 222 223 225 224 219 227 228 226 229 235 219A 236 238 234 5'-0" EQ . EQ . 5' - 0 " CL OF DOOR 12'-5"6'-5" 8'-6" 10 ' - 0 " EQ.EQ. 10'-9"13'-11" EQ . EQ . 5'-5" EQ . EQ . EQ . 7' - 0 " 19 ' - 8 " 16'-0" 1A1 1 A-20.3 3 A-20.3 6 A-20.3 A2 STORAGE 204A 1A1 A2 A2C1 204A 200A A2 A2 A2 A2A2 A2 A2 C3 A A2 A2 A2 C1 C1 C1 C1 C1 A2 A2 C1 A2 C1A2 A2 A2 A2 C1 A2 RATED VESTIBULE 200A PRIVATE OFFICE 07 212 TVS SCENARIO TRAINING ROOM 02 198 LOCATION OF PRE FABRICATED FULLY ACCESSIBLE LIFT COMPLETED UNDER A SEPARATE PERMIT BY LIFT VENDOR. REFER TO SHEET A-2.0 FOR SPECIFICATIONS CONSTRUCTION LEGEND CONSTRUCTION KEYNOTES REFER TO SHEET A-2.0 FOR CONSTRUCTION LEGEND. REFER TO SHEET A-2.0 FOR CONSTRUCTION KEYNOTES. ALTERNATE CONSTRUCTION KEYNOTES REFER TO SHEET A-2.0 FOR ALTERNATE CONSTRUCTION KEYNOTES. WALL TYPE REFER TO SHEET A-2.0 FOR WALL TYPE. KEY PLAN 2.6 EQ.3'-0"EQ. STAIR 237A 237 C1 C IDF 235A 235A 12 ' - 0 " LOCATION OF PRE FABRICATED FULLY ACCESSIBLE STRUCTURAL MEZZANINE / CAT WALK COMPLETED UNDER A SEPARATE PERMIT BY LIFT VENDOR. REFER TO SHEET A-2.0 FOR SPECIFICATIONS. 2 A-20.3 2 A-20.3 SIM. 5' - 5 " 2.11 2.11 2.11 2.13 2.11 2.11 2.11 2.11 2.11 2.11 C1 2.1 10 A-30.0 4'-0" A PRIVATE OFFICE 240 2.11 PRIVATE OFFICE 241 2.11 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.14 2.14 2.15 2.15 2.15 5' - 0 " 3' - 0 " 2'-0" 2.17 2.17 2.17 200 2.17 2.17 2.17 2.17 2.17 2.17 2.17 2.17 2.18 2.11 2.19 C3 D 2.3 J 2.2 2.4 211 B B C3 B B 2.17 2.17 2.17 B 2.17 B B B B 212 210 213 214 215 240 241 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 1' - 8 1 / 2 " PL 1 8' - 4 " CE I L I N G H E I G H T V . I . F . ELEVATION A ELEVATION B ELEVATION C 5'-0" 1' - 6 " 7' - 0 " 2'-6" FILLER 2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6" 1' - 6 " 7' - 0 " 2'-6"2'-6"2'-6"2'-6"2'-6" 22'-6" FILLER 20.14 20.14 20.14 CE I L I N G H E I G H T V . I . F . CE I L I N G H E I G H T V . I . F . CE I L I N G H E I G H T V . I . F . TYP.TYP.TYP. 1' - 6 " 4' - 0 " 3' - 2 " 8' - 4 " CE I L I N G H E I G H T V . I . F . 8'-0" 20.16 20.16 18" MIN. 4" 2' - 1 0 " 2' - 2 " 14 EQ. SPACES AT 16" MAX. 1 A-30.5 PL 1 SS 1 PL 1 12 EQ. SPACES AT 17" MAX. 3 A-30.5 6 A-30.5 2'-0" 8' - 1 0 " CE I L I N G H E I G H T V . I . F . 20.11 20.1 20.2 18 A-30.5 15" W X 20" D MAIL SLOTS 2 EQ. SPACES AT 16" MAX. 2'-8" PL 1 1'-6"1'-6" 13 A-30.5 EQ.EQ. LC 5 EQ. SPACES AT 42" MAX. 2' - 6 " 3" 4" 2' - 1 0 " 4' - 0 " 7' - 9 " CE I L I N G H E I G H T V . I . F . 20.15 PL 2 PL 2 SS 2 6'-0"14 A-30.5 20.18 4" 2' - 1 0 " 4' - 0 " 5 EQ. SPACES AT 42" MAX. SS 2 20.15 7' - 9 " CE I L I N G H E I G H T V . I . F . 14 A-30.5 20.19 ELEVATION A ELEVATION B ELEVATION C FILLER 2'-6"2'-6"2'-6"2'-6"2'-6"2'-6" 1' - 6 " 7' - 0 " 2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6" 1' - 6 " 7' - 0 " 1' - 6 " 7' - 0 " 20.14 20.14 20.14 CE I L I N G H E I G H T V . I . F . CE I L I N G H E I G H T V . I . F . CE I L I N G H E I G H T V . I . F . TYP.TYP.TYP. FILLER OPEN TO BEYOND 4'-0" 6" (2 ) E Q U A L S P A C I N G 1' - 0 " 20 A-30.5 20.13 20.13 20.17 2 EQ. SPACES AT 23" MAX. 2 EQ. SPACES AT 23" MAX.1" SOFFIT ABOVE PL 1 PL 1 P 1 5' - 0 " 6 EQ. SPACES AT 17" MAX. 1 A-30.5PL 1 8' - 1 0 " CE I L I N G H E I G H T V . I . F . 20.11 20.1 20.2 24" DEEP 38" MIN. 1ST FLOOR INTERIOR ELEVATIONS A-20.0 AS NOTED 33/8" = 1'-0" SCALE 1SCALE 23/8" = 1'-0" SCALEELEVATION AT COPY/PRINT AND STORAGE #130 ELEVATIONS AT YRC MEN'S LOCKER #146 3/8" = 1'-0"ELEVATIONS AT YRC WOMEN'S LOCKER #148 103/8" = 1'-0" SCALEELEVATION AT YRC RECEPTION #152 123/8" = 1'-0" SCALEELEVATION AT YRC ENTRY #153 18SCALE 19 3/8" = 1'-0" SCALE TYPICAL ELEVATION AT CHANGING ROOMS #164-173 17SCALE 3/8" = 1'-0"ELEVATION AT TVS ADMIN OFFICE #191 1ST FLOOR 1. 2.REFERENCE MILLWORK NOTES ON SHEET A-30.5 SPECIFICATIONS AND GENERAL REQUIREMENTS. 20.1 ADJUSTABLE SHELVING, TYPICAL WHERE SYMBOL OCCURS OR REFERENCED IN DETAIL, SEE ELEVATION FOR QUANTITY. 4" AMEROCK BP7631226D DULL CHROME MILLWORK PULLS, TYPICAL WHERE SYMBOL OCCURS. SEE ELEVATIONS FOR QUANTITY. ELECTRICAL AND/OR COMMUNICATION OUTLETS. UNDER CABINET LIGHTING. REFERENCE SHEET A-4.0 FOR SPECIFICATIONS. NEW SINK AND LEVER FAUCET, SEE SHEET A-0.3 FOR SPECIFICATIONS. GARBAGE DISPOSAL, SEE EQUIPMENT LEGEND ON SHEET A-0.3 FOR SPECIFICATIONS. INSTANTANEOUS WATER HEATER. SEE EQUIPMENT LEGEND ON SHEET A-0.3 FOR SPECIFICATIONS. PROVIDE 4" TAB PULL BY DOUG MOCKETT DP3B, SATIN CHROME FINISH. REFRIGERATOR. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS. MICROWAVE. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS. SPACE FOR TENANT'S VENDING MACHINES. VERIFY WITH TENANT ON EXACT DIMENSIONS. OPEN CUBBIES FOR TENANT'S OWN MICROWAVES. PROVIDE ELECTRICAL IN THE BACK OF CUBBIES. FOR FINISHES REFERENCED ON ELEVATIONS, REFER TO SHEET A-5.0 FINISH SCHEDULE. 20.2 20.12 20.3 20.4 20.5 20.6 20.13 20.7 20.8 20.9 20.10 KEYNOTES PROVIDE WALL BACKING AS REQUIRED FOR UPPER CABINET. SEE DETAILS 10/A-30.5.20.11 GENERAL NOTES PROVIDE UL RATED LEVEL 3 BULLET RESISTANT GLAZING, MK-2 VOICE PORT, UL LEVEL 3 TSS-BL2.5 ALUMINUM CHANNEL AT TOP AND BOTTOM, RECESSED CURRENCY DEAL TRAY 12"X10"X1-1/2". PROVIDE SHOP DRAWINGS FOR APPROVAL. 20.15 30" W X 84" H X 24" D LOCKERS WITH 18" H BENCH AND DRAWER, DOORS WITH VENT LOUVERS, REFER TO CONSTRUCTION PLANS FOR SPECIFICATIONS. PROVIDE FILLER WHERE REQUIRED.20.14 PROVIDE FIXED WINDOW WITH BUTT JOINT GLAZING. FRAME TO MATCH DOOR FRAME ADJACENT.20.16 PROVIDE GLASS DOORS WITH LOCKABLE HARDWARES AND PUSH OPEN DEVICES. ALL INTERIOR FINISH EDGE SHOULD BE FINISHED WITH BLACK MELAMINE. PROVIDE ADJUSTABLE GLASS SHELVES INSIDE.20.17 PROVIDE GROMMETS IN WORKSURFACE AS REQUIRED. COORDINATE WITH TENANT FOR QUANTITY AND EXACT LOCATION.20.18 PROVIDE IN WALL METAL SUPPORT/BRACKET AS REQUIRED. METAL BRACKET SPEC AND SPACING PER MILLWORKER.20.19 FREEZER. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS.20.20 TENANT PROVIDED COFFEE MAKER.20.21 SPECIFIC LOCKERS, REFER TO CONSTRUCTION PLANS FOR SPECIFICATIONS. PROVIDE FILLER PANELS WHERE REQUIRED.20.22 3/8" = 1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 ELEVATION AT TVS DISPLAY #187 20SCALEELEVATION AT WASHER/DRYER #205 3/8" = 1'-0" B B B B B SPCIFIED LOCKERS, REFER TO CONSTRUCTION PLANS FOR SPECIFICATIONS. PROVIDE FILLER PANELS WHERE REQUIRED.20.22 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 8' - 4 " CE I L I N G H E I G H T V . I . F . 6' - 0 " 4" 1'-3" TYP. EQ.EQ. 20.22 FILLER PANEL FILLER PANEL ELEVATION A ELEVATION B TRASH RECYCLE 1'-6" 4 A-30.5 6 A-30.5 2'-0"2'-0"8 EQ. SPACES AT 14" MAX. 2 A-30.5 20.220.1 SS 2 PL 2 4" 2' - 1 0 " 8' - 9 " CE I L I N G H E I G H T V . I . F . 10 EQ. SPACES AT 14" MAX. 2 A-30.5 20.220.1 SS 2 PL 2 4" 2' - 1 0 " 8' - 9 " CE I L I N G H E I G H T V . I . F . ELEVATION A ELEVATION B 5' - 4 " 8' - 4 " CE I L I N G H E I G H T V . I . F . 1 A-30.5APL 1 20.11 20.1 20.9 14 EQ. SPACES AT 15" MAX. 8 EQ. SPACES AT 20" MAX. 3 A-30.5A 2 A-30.5A 4 A-30.5A PL 3 SS 1 20.4 20.620.5 6 EQ. SPACES AT 14" MAX. 3'-0"1'-6"4 EQ. SPACES AT 14" MAX. BS 2 13'-6" 20.7 20.7 20.7 20.20 20.13 8' - 4 " CE I L I N G H E I G H T V . I . F . 2 A-30.5A 2 EQ. SPACES AT 20" MAX. PL 3 SS 1 20.13 4" 2' - 1 0 " 2' - 2 " 1 A-30.5A PL 1 3 EQ. SPACES AT 17" MAX. 2 EQ. SPACES AT 14" MAX. 2 EQ. SPACES AT 14" MAX. 1" 2'-4" 1" 2'-4" 1" 9'-7" MIN. CLR. VERIFY WITH TENANT'S VENDOR FOR EXACT CLEAR SPACE FOR VENDING MACHINES. 10 A-30.5A 20.10 20.10 20.11 20.1 20.9 4" 2' - 1 0 " 2' - 2 " PL 1 PL 1 PL 1 PL 1 20.12 20.12 20.12 20.12 BS 2 SIM. PL 1 PL 1 FILLER PANEL PL 1 FILLER PANEL 1"1" PL 1 FILLER PANEL PL 1 FILLER PANEL 20.21 20.21 20.10 20.4 20.620.5 4 A-30.5A 3'-0" 3 A-30.5A 1'-6"2'-4" 1"1" 3'-0"3 EQ. SPACES AT 14" MAX. 2 A-30.5A PL 3 SS 1 20.7 20.7 1 A-30.5APL 1 10 A-30.5A PL 1 PL 1 20.8 20.8 2 EQ. SPACES AT 14" MAX. 6 EQ. SPACES AT 16" MAX. 4 EQ. SPACES AT 19" MAX. 4" 2' - 1 0 " 2' - 2 " 8' - 4 " CE I L I N G H E I G H T V . I . F . 20.11 20.1 20.9 5' - 4 " 20.13 BS 1 PL 1 PL 1 FILLER PANEL PL 1 FILLER PANEL 1" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 A-20.1 AS NOTED 1 ELEVATION AT YRC STAFF BREAK ROOM #159 3/8" = 1'-0" SCALE 2 ELEVATIONS AT TVS BREAK ROOM #176 3/8" = 1'-0" SCALE 3 3/8" = 1'-0" SCALE ELEVATION AT ACADEMY STORAGE #184 3/8" = 1'-0"10SCALE NOT USED SPECIFY 19SCALE 1ST FLOOR INTERIOR ELEVATIONS 1ST FLOOR 1. 2.REFERENCE MILLWORK NOTES ON SHEET A-30.5 SPECIFICATIONS AND GENERAL REQUIREMENTS. 20.1 ADJUSTABLE SHELVING, TYPICAL WHERE SYMBOL OCCURS OR REFERENCED IN DETAIL, SEE ELEVATION FOR QUANTITY. 4" AMEROCK BP7631226D DULL CHROME MILLWORK PULLS, TYPICAL WHERE SYMBOL OCCURS. SEE ELEVATIONS FOR QUANTITY. ELECTRICAL AND/OR COMMUNICATION OUTLETS. UNDER CABINET LIGHTING. REFERENCE SHEET A-4.0 FOR SPECIFICATIONS. NEW SINK AND LEVER FAUCET, SEE SHEET A-0.3 FOR SPECIFICATIONS. GARBAGE DISPOSAL, SEE EQUIPMENT LEGEND ON SHEET A-0.3 FOR SPECIFICATIONS. INSTANTANEOUS WATER HEATER. SEE EQUIPMENT LEGEND ON SHEET A-0.3 FOR SPECIFICATIONS. PROVIDE 4" TAB PULL BY DOUG MOCKETT DP3B, SATIN CHROME FINISH. REFRIGERATOR. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS. MICROWAVE. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS. SPACE FOR TENANT'S VENDING MACHINES. VERIFY WITH TENANT ON EXACT DIMENSIONS. OPEN CUBBIES FOR TENANT'S OWN MICROWAVES. PROVIDE ELECTRICAL IN THE BACK OF CUBBIES. FOR FINISHES REFERENCED ON ELEVATIONS, REFER TO SHEET A-5.0 FINISH SCHEDULE. 20.2 20.12 20.3 20.4 20.5 20.6 20.13 20.7 20.8 20.9 20.10 KEYNOTES PROVIDE WALL BACKING AS REQUIRED FOR UPPER CABINET. SEE DETAILS 10/A-30.5.20.11 GENERAL NOTES PROVIDE UL RATED LEVEL 3 BULLET RESISTANT GLAZING, MK-2 VOICE PORT, UL LEVEL 3 TSS-BL2.5 ALUMINUM CHANNEL AT TOP AND BOTTOM, RECESSED CURRENCY DEAL TRAY 12"X10"X1-1/2". PROVIDE SHOP DRAWINGS FOR APPROVAL. 20.15 30" W X 84" H X 24" D LOCKERS WITH 18" H BENCH AND DRAWER, DOORS WITH VENT LOUVERS, REFER TO CONSTRUCTION PLANS FOR SPECIFICATIONS. PROVIDE FILLER WHERE REQUIRED.20.14 PROVIDE FIXED WINDOW WITH BUTT JOINT GLAZING. FRAME TO MATCH DOOR FRAME ADJACENT.20.16 PROVIDE GLASS DOORS WITH LOCKABLE HARDWARES AND PUSH OPEN DEVICES. ALL INTERIOR FINISH EDGE SHOULD BE FINISHED WITH BLACK MELAMINE. PROVIDE ADJUSTABLE GLASS SHELVES INSIDE.20.17 PROVIDE GROMMETS IN WORKSURFACE AS REQUIRED. COORDINATE WITH TENANT FOR QUANTITY AND EXACT LOCATION.20.18 PROVIDE IN WALL METAL SUPPORT/BRACKET AS REQUIRED. METAL BRACKET SPEC AND SPACING PER MILLWORKER.20.19 FREEZER. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS.20.20 TENANT PROVIDED COFFEE MAKER.20.21 SPCIFIED LOCKERS, REFER TO CONSTRUCTION PLANS FOR SPECIFICATIONS. PROVIDE FILLER PANELS WHERE REQUIRED.20.22 20SCALE ELEVATIONS AT VOCATIONAL TRAINING MULTI-PURPOSE ROOM 02 #10613SCALE NOT USED SPECIFY ELEVATION AT TVS BREAK ROOM #17617SCALENOT USED SPECIFY B 3/8" = 1'-0" B 18SCALENOT USED SPECIFY B 12SCALENOT USED SPECIFY B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 4 E Q U A L D R A W E R S 12 A-30.5 2'-0" MAX. 2 1/2" 4" RE F E R T O E L E V A T I O N S FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES DOOR PULL AS SPECIFIED PLASTIC LAMINATE COUNTERTOP WITH 1 1/2" FINISHED EDGE MELAMINE DRAWER INTERIOR 5/8" MELAMINE BACK PANEL MELAMINE CABINET INTERIOR FULL EXTENSION DRAWER GLIDES (TYP.) TOE KICK TO MATCH FINISHED FACE HANGING ROD FINISHED CEILING PLASTIC LAMINATE FINISH INSIDE AND ALL EXPOSED EDGE 1" 2'-0" 6 A-30.5 4" 2' - 1 0 " 2' - 2 " 8' - 1 0 " CE I L I N G H E I G H T V . I . F . 3 A-30.5 6 EQ. SPACES AT 16" MAX. SS 1 PL 1 20.11 20.1 20.2 1 A-30.5PL 1 8 EQ. SPACES AT 15" MAX. HANGING ROD 2' - 1 0 " 8' - 1 0 " CE I L I N G H E I G H T V . I . F . 3 EQ. SPACES AT 47" MAX. 10 - PL 1 20.11 20.1 20.2 1 A-30.5PL 1 8 EQ. SPACES AT 15" MAX. 4" 2' - 1 0 " 2' - 2 " 2'-0" 6 A-30.5 3 A-30.5 6 EQ. SPACES AT 16" MAX. SS 1 PL 1 8' - 1 0 " CE I L I N G H E I G H T V . I . F . 20.7 20.7 3 A-30.5A 1'-6" 4 A-30.5A 20.4 20.620.5 3'-0" 2 A-30.5A 6 EQ. SPACES AT 15" MAX. 4" 20.13 1 A-30.5APL 1 4 EQ. SPACES AT 19" MAX. 12 EQ. SPACES AT 14" MAX. 2 EQ. SPACES AT 14" MAX. 10 A-30.5A 1" 2'-4" 1" PL 1 20.8 20.8 PL 1 6'-4" PL 3 SS 3 2 EQ. SPACES AT 15" MAX. CE I L I N G H E I G H T V . I . F . 20.11 20.1 20.9 4" 2' - 1 0 " 2' - 2 " BS 3 PL 1 PL 1 FILLER PANEL 1" PL 1 FILLER PANEL 5' - 4 " 3'-0"5'-0" 20.21 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 2ND FLOOR INTERIOR ELEVATIONS A-20.3 AS NOTED 2ND FLOOR 1ELEVATION AT 2ND FLOOR STAFF BREAK ROOM #206 3/8" = 1'-0" SCALE 3ELEVATION AT RANGE PRINT #224 3/8" = 1'-0" SCALE 10 ELEVATION AT RANGE SUPPLY ROOM #227 3/8" = 1'-0" SCALE 7SCALE 12SCALENOT USED SPECIFY 16SCALENOT USED SPECIFY 20SCALE 1. 2.REFERENCE MILLWORK NOTES ON SHEET A-30.5 SPECIFICATIONS AND GENERAL REQUIREMENTS. 20.1 ADJUSTABLE SHELVING, TYPICAL WHERE SYMBOL OCCURS OR REFERENCED IN DETAIL, SEE ELEVATION FOR QUANTITY. 4" AMEROCK BP7631226D DULL CHROME MILLWORK PULLS, TYPICAL WHERE SYMBOL OCCURS. SEE ELEVATIONS FOR QUANTITY. ELECTRICAL AND/OR COMMUNICATION OUTLETS. UNDER CABINET LIGHTING. REFERENCE SHEET A-4.0 FOR SPECIFICATIONS. NEW SINK AND LEVER FAUCET, SEE SHEET A-0.3 FOR SPECIFICATIONS. GARBAGE DISPOSAL, SEE EQUIPMENT LEGEND ON SHEET A-0.3 FOR SPECIFICATIONS. INSTANTANEOUS WATER HEATER. SEE EQUIPMENT LEGEND ON SHEET A-0.3 FOR SPECIFICATIONS. PROVIDE 4" TAB PULL BY DOUG MOCKETT DP3B, SATIN CHROME FINISH. REFRIGERATOR. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS. MICROWAVE. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS. SPACE FOR TENANT'S VENDING MACHINES. VERIFY WITH TENANT ON EXACT DIMENSIONS. OPEN CUBBIES FOR TENANT'S OWN MICROWAVES. PROVIDE ELECTRICAL IN THE BACK OF CUBBIES. FOR FINISHES REFERENCED ON ELEVATIONS, REFER TO SHEET A-5.0 FINISH SCHEDULE. 20.2 20.12 20.3 20.4 20.5 20.6 20.13 20.7 20.8 20.9 20.10 KEYNOTES PROVIDE WALL BACKING AS REQUIRED FOR UPPER CABINET. SEE DETAILS 10/A-30.5.20.11 GENERAL NOTES PROVIDE UL RATED LEVEL 3 BULLET RESISTANT GLAZING, MK-2 VOICE PORT, UL LEVEL 3 TSS-BL2.5 ALUMINUM CHANNEL AT TOP AND BOTTOM, RECESSED CURRENCY DEAL TRAY 12"X10"X1-1/2". PROVIDE SHOP DRAWINGS FOR APPROVAL. 20.15 30" W X 84" H X 24" D LOCKERS WITH 18" H BENCH AND DRAWER, DOORS WITH VENT LOUVERS, REFER TO CONSTRUCTION PLANS FOR SPECIFICATIONS. PROVIDE FILLER WHERE REQUIRED.20.14 PROVIDE FIXED WINDOW WITH BUTT JOINT GLAZING. FRAME TO MATCH DOOR FRAME ADJACENT.20.16 PROVIDE GLASS DOORS WITH LOCKABLE HARDWARES AND PUSH OPEN DEVICES. ALL INTERIOR FINISH EDGE SHOULD BE FINISHED WITH BLACK MELAMINE. PROVIDE ADJUSTABLE GLASS SHELVES INSIDE.20.17 PROVIDE GROMMETS IN WORKSURFACE AS REQUIRED. COORDINATE WITH TENANT FOR QUANTITY AND EXACT LOCATION.20.18 PROVIDE IN WALL METAL SUPPORT/BRACKET AS REQUIRED. METAL BRACKET SPEC AND SPACING PER MILLWORKER.20.19 FREEZER. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS.20.20 TENANT PROVIDED COFFEE MAKER.20.21 SPCIFIED LOCKERS, REFER TO CONSTRUCTION PLANS FOR SPECIFICATIONS. PROVIDE FILLER PANELS WHERE REQUIRED.20.22 NOT USED SPECIFY 15SCALENOT USED SPECIFY 19SCALE NOT USED SPECIFY NOT USED SPECIFY 14SCALENOT USED SPECIFY 18SCALE NOT USED SPECIFY11SCALENOT USED SPECIFY NOT USED SPECIFY 13SCALENOT USED SPECIFY 18SCALE 6SCALE 2ELEVATION AT OFFICE/ STORAGE #234 3/8" = 1'-0" SCALEBASE CABINET W/ DRAWERS AND HANGING ROD 1" = 1'-0" NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +8'-4" +8'-4" +8'-4" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 1ST FLOOR ENLARGED RESTROOM PLANS A-21.0 AS NOTED 1ST FLOOR ENLARGED CONSTRUCTION PLAN - SHOWER & RESTROOMS 179 & 180 1SCALE: 1/4" = 1'-0" MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 RESTROOM FINISH LEGEND WALL FINISH TYPE OF FINISH FINISH NUMBER SPECIAL FINISH TYPE OF FINISH FINISH NUMBER XX XX XX XX PATTERN DIRECTION FLOOR BASE TYPE OF FINISH FINISH NUMBER FLOOR FINISH TYPE OF FINISH FINISH NUMBER XX XX XX XX FLOOR TRANSITION CONSTRUCTION LEGEND REFLECTED CEILING LEGEND AREA NOT IN CONTRACT (N.I.C.). EXISTING CONSTRUCTION TO REMAIN. EXISTING SINGLE DOOR, DOOR FRAME AND DOOR HARDWARE IS TO REMAIN AT LOCATION SHOWN. NEW CONSTRUCTION, TYPICAL PARTITION UNLESS OTHERWISE NOTED. PARTITION TYPE SYMBOL. SEE PARTITION TYPES LEGEND NEW SINGLE DOOR, DOOR FRAME AND HARDWARE. ROOM KEY SYMBOL ROOM NAME ROOM NUMBER - NAME 100 RESTROOM EQUIPMENT SCHEDULE. REFER TO SHEET A-21.4.# DRYWALL CEILING, HEIGHT IS INDICATED IN BUBBLE IF NOT STANDARD. REFER TO DETAIL A-30.2. CEILING HEIGHT AS INDICATED.+X'-X" EXISTING DRYWALL CEILING TO REMAIN. NOTE: FOR THE KEYNOTES AND FINISH SCHEDULE REFERENCED ON THE PLAN, SEE SHEET A-21.4. TILE START POINT. FINISH KEYNOTES 5.1 PROVIDE 4" WIDE STONE THRESHOLD. 5.2 PROVIDE 2" WIDE STONE THRESHOLD. 1ST FLOOR ENLARGED CEILING PLAN - SHOWER & RESTROOMS 179 & 180 2SCALE: 1/4" = 1'-0" MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 1ST FLOOR ENLARGED FLOOR FINISH PLAN - SHOWER & RESTROOMS 179 & 180 3SCALE: 1/4" = 1'-0" MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 1ST FLOOR ENLARGED WALL FINISH PLAN - SHOWER & RESTROOMS 179 & 180 4SCALE: 1/4" = 1'-0" MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 2A 2B 2C 2D A-21.1 4C 4B 4A 4D A-21.1 5'-0"3'-1"6'-5"4'-3"5'-5"9'-2"5'-10" 4' - 0 " 7' - 9 " 6' - 0 " 4' - 4 " 5' - 1 " 5'-0"3'-1"6'-5"4'-3"5'-5"9'-2"5'-10" FT 2 FT 2 WT 2 PL 1 SS 4 PL 1 SS 4 1ST FLOOR 4' - 0 " WT 2 WT 2 WT 2 P 1 WT 2 WT 2 WT 2 P 1 WT 2 5.1 5.1 5.2 5.2 5.2 5.2 CL EQ.EQ. EQ . EQ . EQ.4'-0"EQ. EQ.EQ.EQ. 1' - 6 " 1'-6"3'-5"4'-3" 3' - 8 " 2'-6" CL CL CL CL EQ . EQ . EQ.EQ.EQ.EQ. CL CL CL CL CL EQ.EQ. EQ . EQ . EQ.4'-0"EQ.1'-6"3'-5"4'-3"2'-6"EQ.EQ.EQ.EQ. CL CL EQ . EQ . CL CL EQ.EQ.EQ. CL LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3LF-3 LF-3 LF-3 LF-3 LF-3 CL 12A 12A 1A 1B 1C 1D 1A 1B1A1B33A3B433A3B 3 3A 3B 4 3 3A 3B 6 6 7 7 27 28 30 31 12A 12A 23 23 18 18 19 19 19 19 18 1' - 6 " 3' - 8 " E FT 3 FT 3 FT 3 FT 3 PL 1 PL 1 24 24 30"X48" CLEAR SPACE 30"X48" CLEAR SPACE 18" MIN. 18" MIN. 32" MIN. 32" MIN. 18" MIN. 18" MIN. 48 " M I N . 44 " M I N . 44 " M I N . 60" MIN DIAMETER CLEAR. 60" MIN DIAMETER CLEAR. 17"-18" 60 " M I N . 60" MIN. 17"-18" 60 " M I N . 60" MIN. 60" MIN DIAMETER CLEAR. 60" MIN DIAMETER CLEAR. 18 " M I N . 18 " M I N . 1ST FLOOR ENLARGED PLAN - NEW SHOWER & RESTROOMS 179 & 180 4SCALE: 1/4" = 1'-0" MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 12" MIN. 12" MIN. 13 A-21.1 22 21 1720 22 21 1720 14 A-21.1 18 1818 18 1818 36" MIN. 36" MIN. 5'-0" MIN. 19 " M I N . - 27 " M A X 36 " M I N . ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT PER FIGURE 11B-608.2.3. SLOPE 1/4" MAX SLOPE 1/4" MAX 36" MIN. 5'-0" MIN. 19 " M I N . - 27 " M A X 36 " M I N . ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT PER FIGURE 11B-608.2.3. 5SCALE: 3/8" = 1'-0"ELEVATION AT MEN'S SHOWER & RESTROOM B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 ELEVATION C ELEVATION D 1' - 0 " 5' - 0 " 8' - 4 " 2' - 1 0 " 8' - 4 " 4" P 1 P 1 P 1 P 1 12A3B 3A 12A WT 2 FULL HEIGHT TILES CUT TILES ON END AS NEEDED - EQ. WIDTH START FULL TILE ON TOP ROW 3' - 4 " M A X . 24 B 2 B 2 ELEVATION A ELEVATION B 17 " T O 1 9 " MA X . 33 " - 3 6 " 4' - 4 " 17 " T O 1 9 " MA X . 33 " - 3 6 " 4' - 4 " 12" MIN. 24" MIN. 36" MIN. 1'-6" CL METAL STRIP AT ALL EXPOSED EDGES WT 2 P 1 METAL STRIP AT ALL EXPOSED EDGES 1' - 0 " 5' - 0 " 8' - 4 " 4" P 1 EQ.EQ. P 1 WT 2 WT 2 METAL STRIP AT ALL EXPOSED EDGES 2' - 1 0 " 4" PL 1 SS 4 WT 2 P 1 12" MAX. 42" MIN. 54" MIN. 19 " 8' - 4 " 1A 1B1A1B 7 3B 3A 3B 3A 4 1A 1B 6 23 FULL HEIGHT TILES FULL HEIGHT TILES B 2 B 2 B 2 B 2 PL 1 CUT TILES ON END AS NEEDED - EQ . WIDTH CUT TILES ON END AS NEEDED - EQ. WIDTH CUT TILES ON END AS NEEDED - EQ . WIDTH CUT TILES ON END AS NEEDED - EQ . WIDTH START FULL TILE ON TOP ROW START FULL TILE ON TOP ROW START FULL TILE ON TOP ROW START FULL TILE ON TOP ROW 7"-9" ELEVATION C ELEVATION D 1' - 0 " 5' - 0 " 2' - 1 0 " 8' - 4 " 4" 8' - 4 " P 1 WT 2 P 1 3B 3A 12A 12A FULL HEIGHT TILES CUT TILES ON END AS NEEDED - EQ. WIDTH START FULL TILE ON TOP ROW 3' - 4 " M A X . 24 B 2 B 2 ELEVATION A ELEVATION B METAL STRIP AT ALL EXPOSED EDGES METAL STRIP AT ALL EXPOSED EDGES METAL STRIP AT ALL EXPOSED EDGES 17 " T O 1 9 " MA X . 33 " - 3 6 " 4' - 4 " 1' - 0 " 5' - 0 " 1'-6" CL 12" MIN. 24" MIN. 36" MIN. 2' - 1 0 " 4" 8' - 4 " 4"17 " T O 1 9 " MA X . 33 " - 3 6 " 4' - 4 " 4" 8' - 4 " 12" MAX. 42" MIN. 54" MIN. EQ.EQ. WT 2 P 1 P 1 WT 2 P 1 WT 2 WT 2 P 1 P 1 PL 1 SS 4 7 1A 1B 1A 1B 3B 3A 4 3B 3A 6 1A 1B 23 FULL HEIGHT TILES FULL HEIGHT TILES B 2 B 2 B 2 B 2 B 2 PL 1 CUT TILES ON END AS NEEDED - EQ. WIDTH CUT TILES ON END AS NEEDED - EQ . WIDTH CUT TILES ON END AS NEEDED - EQ. WIDTH CUT TILES ON END AS NEEDED - EQ . WIDTH START FULL TILE ON TOP ROW START FULL TILE ON TOP ROW START FULL TILE ON TOP ROW START FULL TILE ON TOP ROW 19 " 7"-9" 4" 33 " - 3 6 " T O TO P O F G R A B B A R 59" MIN. HOSE WT 2 FULL HEIGHT TILES CUT TILES ON END AS NEEDED - EQ. WIDTH START FULL TILE ON TOP ROW 22 20 21 19" MIN. 27" MAX 48 " M A X T O T O P O F MO U N T I N G B R A C K E T 17 " - 1 9 " 4" 33 " - 3 6 " T O TO P O F G R A B B A R 59" MIN. HOSE WT 2 FULL HEIGHT TILES CUT TILES ON END AS NEEDED - EQ. WIDTH START FULL TILE ON TOP ROW 22 20 21 48 " M A X T O T O P O F MO U N T I N G B R A C K E T 17 " - 1 9 " 19" MIN. 27" MAX 1ST FLOOR RESTROOM ELEVATIONS A-21.1 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 2ELEVATIONS AT MEN'S SHOWER & RESTROOM #179 3/8" = 1'-0" SCALE 4ELEVATIONS AT WOMEN'S SHOWER & RESTROOM #180 3/8" = 1'-0" SCALE 133/8" = 1'-0" SCALE 14SPECIFY SCALE 15NOT USED SPECIFY SCALE 16NOT USED SPECIFY SCALE 17NOT USED SPECIFY SCALE 18NOT USED SPECIFY SCALE 19NOT USED SPECIFY SCALE 20NOT USED SPECIFY SCALE 1ST FLOOR B B ELEVATION AT MEN'S SHOWER & RESTROOM #179 ELEV. AT WOMEN'S SHOWER & RESTROOM #180 B B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +8'-4" +8'-4" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 1ST FLOOR ENLARGED RESTROOM PLANS A-21.2 AS NOTED 1ST FLOOR ENLARGED CONSTRUCTION PLAN - MEN'S RESTROOM 147 5SCALE: 1/4" = 1'-0" 1ST FLOOR ENLARGED CONSTRUCTION PLAN - RESTROOMS 188 & 189 1SCALE: 1/4" = 1'-0" MEN'S RESTROOM 189 WOMEN'S RESTROOM 188 (N) MEN'S RESTROOM 147 RESTROOM FINISH LEGEND WALL FINISH TYPE OF FINISH FINISH NUMBER SPECIAL FINISH TYPE OF FINISH FINISH NUMBER XX XX XX XX PATTERN DIRECTION FLOOR BASE TYPE OF FINISH FINISH NUMBER FLOOR FINISH TYPE OF FINISH FINISH NUMBER XX XX XX XX FLOOR TRANSITION CONSTRUCTION LEGEND REFLECTED CEILING LEGEND AREA NOT IN CONTRACT (N.I.C.). EXISTING CONSTRUCTION TO REMAIN. EXISTING SINGLE DOOR, DOOR FRAME AND DOOR HARDWARE IS TO REMAIN AT LOCATION SHOWN. NEW CONSTRUCTION, TYPICAL PARTITION UNLESS OTHERWISE NOTED. PARTITION TYPE SYMBOL. SEE PARTITION TYPES LEGEND NEW SINGLE DOOR, DOOR FRAME AND HARDWARE. ROOM KEY SYMBOL ROOM NAME ROOM NUMBER - NAME 100 RESTROOM EQUIPMENT SCHEDULE. REFER TO SHEET A-21.4.# DRYWALL CEILING, HEIGHT IS INDICATED IN BUBBLE IF NOT STANDARD. REFER TO DETAIL A-30.2. CEILING HEIGHT AS INDICATED.+X'-X" EXISTING DRYWALL CEILING TO REMAIN. NOTE: FOR THE KEYNOTES AND FINISH SCHEDULE REFERENCED ON THE PLAN, SEE SHEET A-21.4. TILE START POINT. FINISH KEYNOTES 5.1 PROVIDE 4" WIDE STONE THRESHOLD. 5.2 PROVIDE 2" WIDE STONE THRESHOLD. 1ST FLOOR ENLARGED CEILING PLAN - RESTROOMS 188 & 189 2SCALE: 1/4" = 1'-0" 1ST FLOOR ENLARGED FLOOR FINISH PLAN - RESTROOMS 188 & 189 3SCALE: 1/4" = 1'-0" 1ST FLOOR ENLARGED WALL FINISH PLAN - RESTROOMS 188 & 189 4SCALE: 1/4" = 1'-0" MEN'S RESTROOM 189 WOMEN'S RESTROOM 188 MEN'S RESTROOM 189 WOMEN'S RESTROOM 188 MEN'S RESTROOM 189 WOMEN'S RESTROOM 188 1ST FLOOR ENLARGED CEILING PLAN - MEN'S RESTROOM 147 6SCALE: 1/4" = 1'-0" (N) MEN'S RESTROOM 147 1ST FLOOR ENLARGED FLOOR FINISH PLAN - MEN'S RESTROOM 147 7SCALE: 1/4" = 1'-0" (N) MEN'S RESTROOM 147 1ST FLOOR ENLARGED WALL FINISH PLAN - MEN'S RESTROOM 147 8SCALE: 1/4" = 1'-0" (N) MEN'S RESTROOM 147 1C 1D 1A 1B A-21.3 3A 3D 3C 3B A-21.3 4A 4B4CA-21.3 5'-0"3'-0"3'-0"3'-0"3'-0"11'-6"5'-5" 4' - 1 1 " 5'-0"3'-0"3'-0"3'-0"3'-0"11'-6" 10 ' - 7 " 5' - 0 " 5' - 0 " 10 ' - 4 " 3' - 0 " FT 2 FT 2 P 1 PL 1 SS 4 PL 1 SS 4 1ST FLOOR 4' - 0 " LF-3 LF-3 CL EQ . EQ . 8'-0"EQ.EQ. WT 2 WT 2 P 1 WT 1 2' - 6 " E FT 1 5.1 5.1 5.1 CL CLCLCL CL 1'-6"1'-6"EQ.EQ. 1' - 6 " 3'-6" 3' - 8 " 2'-6"3'-0"6'-2" CL 2' - 7 " CL CL CL CL 1' - 6 " 1'-6"EQ.EQ.1'-6"EQ.EQ.3'-0"6'-2"2'-6" 3' - 8 " 2' - 8 " CLCL CL EQ.EQ. LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3LF-3LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 1C 1C1D 1D 1A 1B1A1B 1A 1B 1A 1B1A1B 1A 1B 1A 1B 1A 1B 3 3A 3B 3 3A 3B 3 3A 3B4 7 6 6 7 3 3A 3B 3 3A 3B 3 3A 3B4 16 27 30 28 31 12A 12A 9 24 24 18 18 18 18 18 18 18 18 1A 1B 6 7 14 15 25 12 27 30 P 1 B B B LF-2 LF-2 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 ELEVATION A ELEVATION B ELEVATION C 17 " T O 1 9 " MA X . 33 " - 3 6 " 1'-6" CL 17 " T O 1 9 " MA X . 33 " - 3 6 " 8' - 1 0 " 2' - 1 0 " 3' - 4 " M A X . 8' - 1 0 " 2' - 1 0 " 4' - 4 " 8' - 1 0 " 1A 1B 7 1A 1B 6 15 12 15 25 25 12 4' - 4 " CUT TILES ON END AS NEEDED - EQ. WIDTH CUT TILES ON END AS NEEDED - EQ. WIDTH WT 1 WT 1 WT 1 START FULL TILE ON TOP ROW START FULL TILE ON TOP ROW FULL TILE 4" B 2 4' - 4 " METAL STRIP AT ALL EXPOSED EDGES METAL STRIP AT ALL EXPOSED EDGES METAL STRIP AT ALL EXPOSED EDGES 4"4"4" 19 " 7"-9" ELEVATION A ELEVATION B WT 2 P 1 P 1 P 1 WT 2 PL 1 SS 4 17 " T O 1 9 " MA X . 33 " - 3 6 " 4' - 4 " 12" MIN. 24" MIN. 36" MIN. 1'-6" CL 1' - 0 " 5' - 0 " METAL STRIP AT ALL EXPOSED EDGES 2' - 1 0 " 4"17 " T O 1 9 " MA X . 33 " - 3 6 " METAL STRIP AT ALL EXPOSED EDGES 12" MAX. 42" MIN. 54" MIN. 19 " 4' - 4 " 8' - 4 " 1A 1B1A1B1A1B 1A 1B 6 1' - 0 " 4' - 0 " 17 " MA X . 3B 3A 3B 3A 3B 3A 4 7 1C 1D 1C 1D 16 B 2 CUT TILES ON END AS NEEDED - EQ. WIDTH CUT TILES ON END AS NEEDED - EQ. WIDTH START FULL TILE ON TOP ROW START FULL TILE ON TOP ROW 4" 7"-9" ELEVATION C ELEVATION D P 1 P 1 P 1 P 1 P 1 1' - 0 " 5' - 0 " 8' - 4 " 2' - 1 0 " 8' - 4 " 4" 3B 3A 12A 4" B 2 4" B 2 ELEVATION A ELEVATION B ELEVATION C ELEVATION D 17 " T O 1 9 " MA X . 33 " - 3 6 " 4' - 4 " 8' - 4 " 2' - 1 0 " 4"17 " T O 1 9 " MA X . 33 " - 3 6 " 4' - 4 " 8' - 4 " 2' - 1 0 " 8' - 4 " 4" 1'-6" CL 12" MIN. 24" MIN. 36" MIN. METAL STRIP AT ALL EXPOSED EDGES 1' - 0 " 5' - 0 " PL 1 SS 4 WT 2 P 1 METAL STRIP AT ALL EXPOSED EDGES 12" MAX. 42" MIN. 54" MIN. WT 2 P 1 1' - 0 " 5' - 0 " 3' - 4 " M A X . 8' - 4 " 3' - 4 " M A X . P 1 P 1 7 1A 1B 1A 1B 1A 1B 1A 1B 1A 1B 3B 3A 4 3B 3A 3B 3A 6 1A 1B 12A 3B 3A 9 24 B 2 CUT TILES ON END AS NEEDED - EQ. WIDTH CUT TILES ON END AS NEEDED - EQ. WIDTH START FULL TILE ON TOP ROW START FULL TILE ON TOP ROW B 2 B 2 4"4"4" 19 " 7"-9" 1ST FLOOR RESTROOM ELEVATIONS A-21.3 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 1ELEVATIONS AT WOMEN'S RESTROOM #188 3/8" = 1'-0" SCALE 3ELEVATIONS AT MEN'S RESTROOM #189 3/8" = 1'-0" SCALE15NOT USED SPECIFY SCALE 16NOT USED SPECIFY SCALE 19NOT USED SPECIFY SCALE 20NOT USED SPECIFY SCALE 1ST FLOOR 4ELEVATIONS AT (N) MEN' S RESTROOM #147 3/8" = 1'-0" SCALE 14NOT USED SPECIFY SCALE18NOT USED SPECIFY SCALE B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 RESTROOM EQUIPMENT SCHEDULE A-21.4 AS NOTED RESTROOM EQUIPMENT SCHEDULE 10 CUSTOM VANITY SINK APRON: MANUF.:CUSTOM BY MILLWORKER DIMENSIONS:13"H X COUNTER WIDTH, V.I.F. INSTALL AT 12" A.F.F. NOTE:PROVIDE CONCEALED HINGES, AND EACH PANEL SHOULD BE INDEPENDENT TO ACCESS PLUMBING PIPES BELOW EACH LAVATORY FINISH:MATCH PL-X NOTE #1:PROVIDE SHOP DRAWINGS NOTE #2:PROVIDE HEAVY DUTY MAGNETS AND CREATE TWO PANELS IN LIEU OF 1 LARGE PIECE. PROVIDE INTERMEDIATE SUPPORT AS REQUIRED. 11 STEEL KICK PLATE: SIZE:10" HIGH X 36" FINISH:BRUSHED STAINLESS STEEL NOTE :PROVIDE ON BOTH SIDES OF DOOR. 12 MIRROR WITH STAINLESS STEEL ANGLED FRAME: MANUF.:BOBRICK AND HADRIAN PRODUCTS NUMBER:B-290-2436 FINISH:STAINLESS STEEL SIZE:24" W X 36" H NOTE :PROVIDE WALL BACKING AS REQUIRED, INSTALL @ 40" A.F.F.. 12A MIRROR WITH STAINLESS STEEL ANGLED FRAME: MANUF.:BOBRICK AND HADRIAN PRODUCTS NUMBER:B-290-2460 FINISH:STAINLESS STEEL SIZE:24" W X 60" H NOTE :PROVIDE WALL BACKING AS REQUIRED, INSTALL @ 12" A.F.F.. 13 ROUND DRAIN COVER: FINISH:STAINLESS STEEL BRUSHED FINISH NOTE:SEE PLUMBING DRAWINGS. REFER TO DETAIL X/A-X.X. 14 ELECTRIC SOAP DISPENSER FOR WALL HUNG LAVATORY: MANUF.:BOBRICK MODEL:AUTOMATIC LAVATORY MOUNTED SOAP DISPENSER NUMBER:B-826.18 FINISH:CHROME FINISH NOTE :PROVIDE AC ADAPTOR 826.20 15 FAUCET FOR WALL HUNG LAVATORY: MANUF.:AMERICAN STANDARD NAME:SELECTRONIC PROXIMITY LAVATORY FAUCET NUMBER:605B.105 FINISH:CHROME FINISH NOTE :PROVIDE MULTI AC POWER KIT 16 WALL MOUNTED SCREEN: MANUF.:HADRIAN STYLE:WALL MOUNTED 24"D X 48"H ADA COMPLIANT MATERIAL:POWDER COATED STEEL COLOR:#504 LINEN 17 SINGLE HANDLE POSI-TEMP PRESSURE BALANCING SHOWER TRIM ONLY: MANUF.:MOEN MODEL:T8375EP15 (1.5 GPM) WATERSENSE CERTIFIED FINISH:POLISH CHROME NOTE:INCLUDE ALL PIECES REQUIRED FOR THIS SYSTEM TO WORK PROPERLY 18 ROBE HOOK: MANUF.:GATCO MODEL:LATITUDE 2 COLLECTION NUMBER:4245 FINISH:CHROME NOTE :PROVIDE COAT HOOK AT ADA STALL @ 48" A.F.F., NON ADA STALLS HUNG AT 60" A.F.F. NOTE :REFER TO PLAN FOR EXACT QUANTITY 19 HEAVY DUTY SHOWER CURTAIN ROD: MANUF.:BOBRICK MODEL:B-207 FINISH:SATIN NOTE :PROVIDE VINYL CURTAIN B-204-3 & STAINLESS STEEL HOOKS B-204-1 20 1-1/2" DIA. STAINLESS STEEL HORIZONTAL TWO-WALL ADA BAR WITH SNAP FLANGE: MANUF.:BOBRICK MODEL:B-6861 FINISH:SATIN 21 THREE FUNCTION COMMERCIAL SHOWER SYSTEM: MANUF.:MOEN MODEL:8342, 8342EP15 FINISH:POLISH CHROME NOTE:INCLUDE ALL PIECES REQUIRED FOR THIS SYSTEM TO WORK PROPERLY 22 REVERSIBLE SOLID PHENOLIC FOLDING SHOWER SEAT: MANUF.:BOBRICK MODEL:B-5181 COLOR:WHITE 23 METAL LOCKERS: MANUF.:HOLLMAN MODEL:PHENOLIC LOCKERS MODEL PB1 (2 TIER) DIMENSION:60" H X 12" W X 20" D FINISH:SMOOTH, COLOR DOVE GREY PSDG NOTE #1:PROVIDE 5% LOCKERS WITH ADA LOGO STICKERS AND ADA COMPLIANT LOCK. NOTE #2:PROVIDE KEYLESS HASP LOCKS. EXACT QUANTITIES AND LOCKER CONFIGURATION TO BE CONFIRMED BY CLIENT. NOTE #3:PROVIDE VERTICAL ANGLE FILLERS AND WALL ANGEL - SLIP JOINT AS REQUIRED. NOTE #4:GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS AND CONFIRM EXACT DIMENSION PRIOR FRAMING THE WALL. CONFIRM HEIGHT, WIDTH AND DEPTH WITH LOCKER MANUFACTURER. NOTE #5:GC TO ANCHOR LOCKERS TO FLOOR AND WALL AS REQUIRED. NOTE #6:PROVIDE COAT HOOK INSIDE LOCKER. LOCATION:SHOWER ROOMS 24 RECESSED AUTOMATIC PAPER TOWEL DISPENSER/WASTE RECEPTACLE: MANUF.:BOBRICK NUMBER:B-3974 FINISH:STAINLESS STEEL-SATIN R.O.:17-3/16" WIDE X 56" HIGH X 9-1/16" MIN. DEPTH NOTE #1:GENERAL CONTRACTOR TO COORDINATE WITH ELEVATION FOR INSTALLATION PLACEMENT. RE-FRAME WALL AS REQUIRED. NOTE #2:PROVIDE AC ADAPTER PART #3974-57 NOTE #3:WHEN INSTALLING NEXT TO COVE BASE, PROVIDE MITERED COVE BASE 45 DEGREES TO ACCOMMODATE FLANGE. 25 ACCESSIBLE WALL HUNG LAVATORY: MANUF.:AMERICAN STANDARD NAME:WALL HUNG LAVATORY WITH EVERCLEAN DECORUM NUMBER:9024.011EC CHO WITH RIGHT HAND SOAP DISPENSER FINISH:WHITE NOTE:PROVIDE INSULATION AT EXPOSED PIPES BELOW. 26 BENCH: MANUF.:HOLLMAN MODEL:OLSO-ADA (NO BACK) SIZE:48"W X 20"D (ADA) X 18"H FINISH:BUTCHER CLOCK - MAPLE CLEAR NOTE:LEAD TIME 4-6 WEEKS. ATTACHED TO ADA BENCH (NO BACK) TO ADJACENT WALL. 27 NEW DOOR MOUNTED ACCESSIBLE SIGNAGE FOR MEN'S RESTROOM NUMBER:SBH12M SIZE:12" TRIANGLE COLOR:BLDG. STD. 28 NEW DOOR MOUNTED ACCESSIBLE SIGNAGE FOR WOMEN'S RESTROOM NUMBER:SBH12W SIZE:12" CIRCLE COLOR:BLDG. STD. 29 NEW DOOR MOUNTED ACCESSIBLE SIGNAGE FOR ALL GENDER RESTROOM NUMBER:SBH12W SIZE:12" CIRCLE COLOR:BLDG. STD. 30 NEW WALL MOUNTED ACCESSIBLE SIGNAGE FOR MEN'S RESTROOM NUMBER:SB445 SIZE:8"X8" COLOR:BLDG. STD. 31 NEW WALL MOUNTED ACCESSIBLE SIGNAGE FOR WOMEN'S RESTROOM NUMBER:SB443 SIZE:8"X8" COLOR:BLDG. STD. 32 NEW WALL MOUNTED ACCESSIBLE SIGNAGE FOR ALL GENDER RESTROOM NUMBER:SB443 SIZE:8"X8" COLOR:BLDG. STD. 1A ACCESSIBLE FLOOR MOUNTED WATER CLOSET: MANUF.:AMERICAN STANDARD NAME: MADERA FLOWISE 16-1/2" HEIGHT ELONGATED LESS EVER CLEAN NUMBER:3043.001/3248.001 ELONGATED BOWL ONLY, TOP SPUD FINISH: WHITE MOUNTING HEIGHT: MOUNT ALL TOILETS AT ACCESSIBLE HEIGHT 1B TOILET FLUSH VALVE: MANUF.:SLOAN NAME: REGAL SENSOR 1.28 GPF TOILET FLUSHOMETER NUMBER:REGAL 111 SFSM-1.28-TMO FINISH: POLISHED CHROME NOTE #1:PROVIDE 1-1/2" CLEAR BETWEEN TOP OF FLUSHOMETER AND BOTTOM OF ADA GRAB BAR. 1C WALL MOUNTED URINAL: MANUF.:KOHLER NAME: DEXTER 0.125 GPF NUMBER:K-5452-ET FINISH: WHITE MOUNTING HEIGHT: MOUNT ACCESSIBLE HEIGHT AT ACCESSIBLE STALL ONLY 1D URINAL FLUSH VALVE: MANUF.:SLOAN NAME: REGAL SENSOR 0.125 GPF FLUSH VALVE NUMBER:REGAL 186 SFSM-0.125-TMO FINISH: POLISHED CHROME 2 TOILET SEAT: MANUF.:AMERICAN STANDARD NAME: COMMERCIAL HEAVY DUTY OPEN FRONT LESS COVER NUMBER:5901.100 FINISH: WHITE NOTE: REFER TO SHEET 12/A-0.6B FOR SEAT HEIGHT. 3 ELECTRIC SOAP DISPENSER: MANUF.:SLOAN MODEL: ESD-2000-CP NUMBER:3346089 FINISH: POLISHED CHROME NOTE: PROVIDE POWER FOR AC ADAPTOR 0346090 3A LAVATORY: MANUF.: KOHLER NAME: VERTICYL NUMBER:K-2882 UNDERMOUNT BATHROOM SINK FINISH: VITREOUS CHINA WHITE SIZE: BASIN AREA: 17-1/4"L X 13"W X 3-1/8"D NOTE: REFER TO PLUMBING PLANS. MOUNT TO MEET ADA GUIDELINES PER MANUFACTURERS SPECIFICATIONS. 3B ACCESSIBLE FAUCET: MANUF.:SLOAN NAME: OPTIMA SENSOR FAUCET NUMBER:EAF200 - 0.5 GPM CODE NUMBER 3335055 FINISH: POLISHED CHROME NOTE #1: REFER TO PLUMBING PLANS FOR ADDITIONAL INFO. NOTE #2: PROVIDE POWER FOR HARD WIRED OPTION. 4 CUSTOM VANITY MIRROR: SIZE: CUSTOM SIZE. SEE INTERIOR ELEVATIONS. NOTE: FULL WIDTH OF WALL X H PER ELEVATION NOTE: 1/4" THICK CLEAR MIRROR WITH SAFETY BACK NOTE: CRL 3/8" J MOLD AT ALL SIDES, CLEAR ANODIZED ALUMINUM NOTE: ALL SIDES, PROVIDE MITERED CORNERS, TYP. 5 SURFACE MOUNTED TOILET SEAT-COVER DISPENSER AND TOILET TISSUE DISPENSER (MEN'S): MANUF.: BOBRICK CLASSIC SERIES NUMBER: B-3479 FINISH: STAINLESS STEEL SATIN R.O.: 16" WIDE X 29-1/4" HIGH X 4" DEPTH 5A SURFACE MOUNTED TOILET SEAT-COVER DISPENSER, SANITARY NAPKIN DISPOSAL, AND TOILET TISSUE DISPENSER (WOMEN'S): MANUF.: BOBRICK CLASSIC SERIES NUMBER: B-3579 FINISH: STAINLESS STEEL SATIN R.O.: 16" WIDE X 29-1/4" HIGH X 4" DEPTH 5B PARTITION MOUNTED TOILET SEAT-COVER DISPENSER, SANITARY NAPKIN DISPOSAL, AND TOILET TISSUE DISPENSER (WOMEN'S): MANUF.: BOBRICK CLASSIC SERIES NUMBER: B-357 FINISH: STAINLESS STEEL SATIN R.O.: 17" WIDE X 31" HIGH X 4" DEPTH 5C RECESSED MOUNTED TOILET SEAT-COVER DISPENSER, SANITARY NAPKIN DISPOSAL, AND TOILET TISSUE DISPENSER (WOMEN'S): MANUF.: BOBRICK CLASSIC SERIES NUMBER: B-3092 OR B-3091 FINISH: STAINLESS STEEL SATIN R.O.: 16" WIDE X 29-1/4" HIGH X 4" DEPTH 5D BACK TO BACK TOILET SEAT-COVER DISPENSER AND TOILET TISSUE DISPENSER (MEN'S): MANUF.: BOBRICK CLASSIC SERIES NUMBER: B-347 FINISH: STAINLESS STEEL SATIN R.O.: 16" WIDE X 29-1/4" HIGH X 4" DEPTH 6 1-1/2" DIA. STAINLESS STEEL 42" LONG GRAB BAR WITH SNAP FLANGE: MANUF.: BOBRICK NUMBER: B-6806X42 FINISH: SATIN 7 1-1/2" DIA. STAINLESS STEEL 36" LONG GRAB BAR WITH SNAP FLANGE: MANUF.: BOBRICK NUMBER: B-6806X36 FINISH: SATIN 8 FLOOR MOUNTED HEAD RAIL BRACED TOILET PARTITIONS: MANUF.: HADRIAN STYLE: STANDARD SERIES - POWDER STEEL COATED TOILET PARTITIONS SIZE: 58" HIGH DOORS AND PANELS MATERIAL: POWDER COATED STEEL COLOR: #504 LINEN PRIVACY: PROVIDE "NO SIGHTLINE SOLUTION" NOTE: MOUNT AT 12" AFF 9 RECESSED SINGLE COIN NAPKIN/TAMPON VENDOR: MANUF.: BOBRICK NUMBER: B-37063 25 FINISH: STAINLESS STEEL SATIN R.O.: 12-1/2" WIDE X 26-3/8" HIGH X 5-9/16" MIN. DEPTH 1ST FLOOR RESTROOM FINISH SCHEDULE :WALL TILE :REFER TO PLANS :TILEBAR :PARK HILL :WHITE POLISHED, PORCELAIN SIZE: 4"X12" :VERTICAL STACKED :CUSTOM BUILDING PRODUCTS - #544 ROLLING FOG - 1/8" GROUT :REFER TO ELEVATIONS FOR MORE INFORMATION :MATT GOOCH, MGOOCH@TILEBAR.COM, 937.902.1982 :PROVIDE METAL TRANSITION STRIPS AT ALL EXPOSED EDGES. ITEM LOCATION MANUFACTURER STYLE COLOR INSTALLATION GROUT NOTE #1 CONTACT NOTE #2 WT 1 FT 1 :FLOOR TILE :REFER TO PLANS :ARIZONA TILE :FARO :SILVER - MATTE - 24X48 :HORIZONTAL STACKED :REFER TO FLOOR PATTERN FOR DIAGRAM :CUSTOM BUILDING PRODUCTS - #542 GRAYSTONE - 1/8" GROUT :RACHEL NAMMACK, RNAMMACK@ARIZONATILE.COM, 818.439.8509 ITEM LOCATION MANUFACTURER STYLE COLOR INSTALLATION NOTE GROUT CONTACT :PLASTIC LAMINATE :MILLWORK-VERTICAL SURFACES :ARBORITE :VEILED GHOSTWOOD - W476EV :VERTICAL GRAIN AT VERTICAL SURFACES ITEM LOCATION MANUFACTURER COLOR NOTE PL 1 :WALL TILE :REFER TO PLANS :EMSER TILE :CATCH :ICE-GLOSSY :4"X16" :VERTICAL STACKED :CUSTOM BUILDING PRODUCTS - #544 ROLLING FOG - 1/8" GROUT :FULL HEIGHT INSIDE SHOWERS, 4' AFF WITH METAL TRANSITION STRIPS AT WET WALLS IN RESTROOMS. REFER TO ELEVATIONS FOR MORE INFORMATION. :JUANCAMARILLO@EMSER.COM :PROVIDE METAL TRANSITION STRIPS AT ALL EXPOSED EDGES. ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION GROUT NOTE #1 CONTACT NOTE #2 WT 2 :RUBBER BASE WITH U.V. PROTECTION :REFER TO PLANS :FLEXCO :071 BLACKBROWN :4" :STRAIGHT AT CARPET, COVED AT HARD FLOORS, CONTINOUS :AVOID SEAMS IN MIDDLE OF WALL AS MUCH AS POSSIBLE ITEM LOCATION MANUFACTURER COLOR SIZE INSTALLATION NOTE B 1 :SOLID SURFACE :REFER TO PLANS :VADARA QUARTZ :AURORA FROST - V741 ITEM LOCATION MANUFACTURER COLOR SS 4 :FIELD PAINT :REFER TO PLANS :DUNN EDWARDS :DEW365 PRECIOUS PEARLS :EGGSHELL AT WALL, SEMI GLOSS AT RESTROOMS, FLAT AT CEILING :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 1 FT 2 :FLOOR TILE :REFER TO PLANS :ARIZONA TILE :PIETRA ITALIA :GREY - MATTE 24X48 :HORIZONTAL STACKED :REFER TO FLOOR PATTERN FOR DIAGRAM :CUSTOM BUILDING PRODUCTS - #165 DELOREAN GRAY - 1/8" GROUT :RACHEL NAMMACK, RNAMMACK@ARIZONATILE.COM, 818.439.8509 :SAME STYLE AND COLOR AS ABOVE, BUT SIZE TO BE 2X2 MOSAIC ITEM LOCATION MANUFACTURER STYLE COLOR INSTALLATION NOTE GROUT CONTACT SHOWER FLOOR TILE FT 3 :FLOOR TILE :REFER TO PLANS :ARIZONA TILE :PIETRA ITALIA :GREY - MATTE 2"X2" MOSAIC :HORIZONTAL STACKED :REFER TO FLOOR PATTERN FOR DIAGRAM :CUSTOM BUILDING PRODUCTS - #165 DELOREAN GRAY - 1/8" GROUT :RACHEL NAMMACK, RNAMMACK@ARIZONATILE.COM, 818.439.8509 ITEM LOCATION MANUFACTURER STYLE COLOR INSTALLATION NOTE GROUT CONTACT :TILE BASE :RESTROOMS AND SHOWERS :TILEBAR :PARK HILL :WHITE POLISHED, PORCELAIN SIZE: 4"X12" :4" HORIZONTAL INSTALL :CUSTOM BUILDING PRODUCTS - #544 ROLLING FOG - 1/8" GROUT :PROVIDE METAL TRIMS AT ALL EXPOSED EDGES ITEM LOCATION MANUFACTURER STYLE COLOR SIZE GROUT NOTE B 2 B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 A-3.0 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 POWER VOICE DATA PLAN LEGEND & KEYNOTES AS NOTED 1ST & 2ND FLOOR POWER/ VOICE/ DATA LEGEND DESIGN CRITERIA NOTES SWITCHES AND RECEPTACLES 1. ALL SWITCHES AND RECEPTACLES AT P-1 AND/OR WHITE WALLS SHALL BE WHITE SCREWLESS, U.O.N. GC TO CONFIRM COLOR FINISH ON ALL SUCH COMPONENTS AT NON-WHITE WALLS WITH ARCHITECT BEFORE PURCHASE AND INSTALLATION. 2. GC SHALL BE RESPONSIBLE FOR CONFIRMING RECEPTACLE TYPES FOR SPECIAL EQUIPMENT (SUCH AS COPY MACHINES)WITH CLIENT AND ARCHITECT BEFORE PURCHASE AND INSTALLATION. 3. ALL VOICE AND DATA OUTLETS SHALL MATCH POWER OUTLETS AS ABOVE U.O.N. 4. ALL DIMMER SWITCHES SHALL MATCH POWER SWITCHES AS ABOVE U.O.N. 5. SWITCHES AND RECEPTACLES MAY BE LEVITON DECORA, LUTRON, OR COOPER, U.O.N. 6. SUBMIT SAMPLES OF SWITCHES AND PLATES FOR APPROVAL. POWER/ VOICE/ DATA KEYNOTES WALL MOUNTED DUPLEX ELECTRICAL OUTLET. SEE ENGINEER'S DRAWINGS FOR CONDUIT SIZE. KEY CARD READER. PROVIDE (1) 3/4" CONDUIT AND A FLUSH MOUNTED SINGLE GANG BOX. CONDUIT IS TO STUB OUT 6" ABOVE CEILING, STUB OUT ON CORRIDOR SIDE. AT HINGE SIDE OF DOOR PROVIDE A 3/4" CONDUIT AT THE SECOND HINGE FROM THE BOTTOM TO 6" ABOVE THE CEILING, STUB OUT ON CORRIDOR SIDE. REFER TO DETAIL 3/-. TELE COMMUNICATIONS/DATA WALL OUTLET. PROVIDE EMPTY J-BOX OR PLASTER RING & 1" DIA. EMPTY EMT CONDUIT STUBBED-UP @+/-6" ABOVE SUSP. CLG. W/ PROTECTIVE PLASTIC RING & PULL STRING/ TENANT'S VENDOR TO PROVIDE COVER PLATES AND PLENUM RATED CABLES. VERIFY SIZE OF CONDUIT WITH CABLING/PHONE VENDOR OR WHEN FEEDING MORE THAN (1) LOCATION. WALL MOUNTED QUADRUPLEX ELECTRICAL OUTLET. SEE ENGINEER'S DRAWINGS FOR CONDUIT SIZE. WALL MOUNTED DUPLEX ELECTRICAL OUTLET, SEPARATE CIRCUIT. SEE ENGINEER'S DRAWINGS FOR CONDUIT SIZE. FLUSH FLOOR MOUNTED FIRE RATED JUNCTION BOX, TELE/DATA AND QUAD OUTLET. VERIFY CONDUIT SIZE FOR DATA/TELE REQUIREMENTS. COORDINATE LOCATION W/ TENANT AND FURNITURE CONTRACTOR REQUIREMENTS. WALL POWER IN-FEED JUNCTION BOX FOR WORKSTATIONS POWER AND TELEPHONE/DATA. VERIFY POWER REQUIREMENTS WITH THE FURNITURE VENDER AND THE ELECTRICAL DRAWINGS FOR THE NUMBER OF CIRCUITS TO BE PROVIDED. AT DATA/PHONE PROVIDE A DOUBLE GANG TELEPHONE BOX WITH SINGLE GANG MUD RING. PROVIDE 1-1/2" CONDUIT WITH PULL STRING AND STUB-UP AT +6" ABOVE THE CEILING WITH A SUPER FLEX CONDUIT, UNLESS OTHERWISE NOTED ON PLAN. EXACT LOCATIONS & POWER REQUIREMENTS TO BE DETERMINED BY TENANT'S FURNITURE VENDOR. K WHERE PLUS HEIGHT IS INDICATED, HEIGHT IF NOT STANDARD. REFER TO TYPICAL SHEET NOTE A-0.1 FOR MOUNTING HEIGHT INFORMATION. TYPICAL NOTE: INDICATES NEW OUTLET.N 3.1 3.2 ALL POWER RECEPTACLES WITHIN 6'-0" OF SINK SHALL BE GFI. PROVIDE SEPARATE CIRCUIT FOR TENANT'S COPIER, (N.I.C.) VERIFY ELECTRICAL REQUIREMENTS AND PLUG TYPE. PROVIDE DUPLEX 120 VOLT, 20 AMP OUTLET TYPICAL, CONFIRM WITH TENANT. 3.3 3.4 PROVIDE POWER FOR ELECTRICAL INSTA-HOT WATER HEATER. REFER TO SHEET A-0.3 FOR SPECIFICATION. 3.5 PROVIDE POWER FOR UNDER COUNTER GARBAGE DISPOSAL WITH ON/OFF SWITCH AT +44" A.F.F. VERIFY ELECTRICAL REQUIREMENTS. REFER TO SHEET A-0.3 FOR SPECIFICATION. 3.6 PROVIDE SEPARATE CIRCUIT @ +44" A.F.F. FOR TENANT'S COFFEE MAKER, N.I.C. VERIFY ELECTRICAL REQUIREMENTS. 3.7 3.8 PROVIDE SEPARATE CIRCUIT FOR TENANT'S TELEPHONE EQUIPMENT. VERIFY ELECTRICAL REQUIREMENTS. REFER TO DIAGRAM ON SHEET A-3.0. 3.9 3.10 GC TO COORDINATE EXACT LOCATION OF POWER AND DATA FLOOR CORES WITH TENANT'S FURNITURE VENDOR. COORDINATE WITH BUILDING ENGINEER PRIOR TO CORING. 3.11 3.12 PROVIDE 1 1/2" CONDUIT FOR VOICE/DATA AND 2" CONDUIT FOR A/V CONNECTION FROM FLOOR CORE TO ADJACENT WALL 3.13 3.14 FLUSH FLOOR MOUNTED RATED JUNCTION BOX POWER AND TELEPHONE DATA IN-FEED FOR WORKSTATIONS TO UNLESS OTHERWISE NOTED. VERIFY POWER REQUIREMENTS WITH THE FURNITURE VENDOR AND THE ELECTRICAL DRAWINGS FOR THE NUMBER OF CIRCUITS TO BE PROVIDED. AT TELEPHONE DATA PROVIDE A 1-1/2" CONDUIT FROM FLOOR BOX BACK TO AN ACCESSIBLE CEILING ON THE TENANTS FLOOR. EXACT LOCATION AND POWER REQUIREMENTS TO BE DETERMINED BY TENANT'S FURNITURE VENDOR. WALL MOUNTED MAGNETIC HOLD OPEN. SEE HARDWARE SCHEDULE FOR SPECIFICATION. MOUNT 10" FROM TOP OF DOOR. H 3.15 CONTRACTOR TO VERIFY EXISTING ELECTRICAL PANEL AND NOTIFY ARCHITECT IF NOT POSSIBLE TO REMOVE/RELOCATE. 3.16 ADD INTERCOM/ DOOR BUZZER/ RING CONNECT TO CAMERA ROOM. BLANK PLATE.B PROVIDE SEPARATE CIRCUIT CONFIGURATION FOR REFRIGERATOR. VERIFY ELECTRICAL REQUIREMENTS. REFER TO SHEET A-0.3 FOR SPECIFICATION. PROVIDE (1) SINGLE DOOR FREEZER AND (3) SINGLE DOOR REFRIGERATOR AT TVS BREAK ROOM 176, (2) BOTTOM FREEZER REFRIGERATOR AT YRC BREAK ROOM 159 AND (1) BOTTOM FREEZER REFRIGERATOR AND (1) SINGLE DOOR REFRIGERATOR AT 2ND FLOOR STAFF BREAK ROOM 206. PROVIDE SEPARATE CIRCUIT FOR MICROWAVE OVEN. REFER TO ELEVATION FOR EXACT MOUNTING HEIGHT. VERIFY ELECTRICAL REQUIREMENTS. REFER TO SHEET A-0.3 FOR SPECIFICATION. GENERAL CONTRACTOR TO PROVIDE EQUIPMENT. TENANT'S FURNITURE VENDOR TO PROVIDE DIMENSIONS FOR FURNITURE FEEDS AND TO APPROVE LOCATIONS IN FIELD PRIOR TO INSTALLATION. PROVIDE POWER FOR BOTTLE FILLER, REFER TO A-0.3 FOR SPECIFICATIONS, MOUNTING HEIGHT FOR ADA. PROVIDE POWER FOR AUTOMATIC FAUCET. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. PROVIDE POWER FOR AUTOMATIC PAPER TOWEL DISPENSER. REFER TO SHEET A-21.4 FOR SPECS. 3.17 PROVIDE SEPARATE METER FOR SCOPE AREA AND EMON DEMON. 3.18 PROVIDE CEILING MOUNT RECESSED DUPLEX OUTLETS, COORDINATE WITH TENANT FOR EXACT LOCATIONS. 3.19 ALL COVER PLATES & DEVICES TO BE BUILDING STANDARD WHITE. PROVIDE COST TO REPLACE THROUGHOUT AREA OF WORK AS REQUIRED AND ADJUST TO COMPLIANT HEIGHT AS REQUIRED. QUANTITIES TO BE VERIFIED IN FIELD. 3.21 PROVIDE POWER AND PLUMBING FOR WASHER/DRYER, REFER TO A-0.3 FOR SPECIFICATIONS. 3.22 REFER TO ENGINEERING PLANS FOR HOT WATER CONNECTION. 3.23 REFER TO ENGINEERING DRAWINGS FOR PLUMBING REQUIREMENTS AND FIXTURES FOR NEW WATER HEATER CLOSET. 3.24 PROVIDE SEPARATE CIRCUIT FOR COUNTER HEIGHT REFRIGERATOR. REFER TO A-0.3 FOR SPECIFICATIONS. 3.25 PROVIDE SEPARATE CIRCUIT FOR TENANT PROVIDED MICROWAVES. VERIFY ELECTRICAL WITH TENANT AND THEIR VENDOR. REFER TO ELEVATIONS FOR MOUNTING HEIGHTS INSIDE MICROWAVE SHELVES. 3.26 PROVIDE RECESSED OUTLETS FOR WALL MOUNT TV. EXACT LOCATION AND MOUNTING HEIGHT TO BE VERIFIED IN FIELD. PROVIDE BACKING IN WALL IF REQUIRED, VERIFY REQUIREMENTS. 3.27 PROVIDE DUPLEX OUTLET WITH (2) USB PORTS. 3.28 VIRTRA 300 PROJECTION SCREENS BY CLIENT. COORDINATE LOCATION AND MOUNTING HEIGHT WITH VENDOR. PROVIDE INSTRUCTOR'S STATION, COMPUTER RACK, AND C02 REFILL STATION. PROVIDE POWER AS REQUIRED. 3.29 VIRTRA 300 CEILING MOUNTED PROJECTOR BY CLIENT. COORDINATE LOCATION AND MOUNTING HEIGHT WITH VENDOR. PROVIDE (3) DEDICATED OUTLETS IN CEILING. INSTALL PER MANUFACTURER SPECIFICATIONS. 3SCALE: NTSKEYCARD READER CONNECTION 2SCALE: NTSIDF ROOM 235A 1SCALE: NTSMDF ROOM 2074MDF/IDF, LOW VOLTAGE, WALL MOUNTED TV SPECIFIC KEYNOTES MDF/IDF ROOM NOTES 1. PROVIDE FIRE TREATED PLYWOOD PER ENCLOSED LAYOUT. PAINT TO MATCH ADJACENT WALL. 2. ALL ELECTRICAL TO BE MOUNTED AT 18" AFF U.O.N. 3. ALL ELECTRICAL FEEDING RACK SHOULD BE MOUNTED AT CEILING. 4. EXACT DIMENSIONS SHOULD BE COORDINATED WITH TENANT PRIOR TO INSTALL. 5. PROVIDE EMPTY CONDUITS AT CEILING PER ENCLOSED LAYOUT. EXACT LOCATIONS TO BE VERIFIED IN FIELD. 6. ALL PLUG TYPE SHOULD BE VERIFIED WITH TENANT PRIOR TO INSTALL. 7.ALL PENETRATIONS OF THE TELECOMMUNICATION ROOMS' ENVELOPE SHALL BE FIRE‚ STOPPED. THESE PENETRATIONS MAY CONSIST OF VERTICAL PENETRATIONS FOR 4" DIAMETER CONDUIT OR HORIZONTAL "PASS‚ THROUGH" 4" DIAMETER CONDUIT PENETRATIONS TO LADDER RACKS. *RINGS OR "J-TYPE" HANGERS FOR RISER CABLES BETWEEN COMMUNICATION CLOSETS, COPPER, OR FIBER, SHALL NOT BE USED. 8.ELECTRICAL – THE ENTRANCE FACILITY ROOM SHALL HAVE A MINIMUM OF TWO (2) DEDICATED 20-AMP QUAD (NEMA 5-20R) ELECTRICAL OUTLETS, EACH ON A SEPARATE CIRCUIT, SHOULD BE PROVIDED FOR EQUIPMENT POWER. WHERE REQUIRED, A 240V OR GREATER ELECTRICAL SYSTEM WILL BE SPECIFIED BY OCIT TO MEET THE POWER REQUIREMENTS OF THE REQUIRED IT SYSTEMS. BOTH CIRCUITS SHALL HAVE ISOLATED GROUNDS AND WILL BE INSTALLED PER OCIT LOCATION SPECIFICATION. EACH RECEPTACLE (OUTLET) SHALL BE MOUNTED PER ENTRANCE FACILITY ROOM LOW VOLTAGE NOTE 1. PROVIDE PRICING FOR CABLE TRAYS ABOVE CEILING THROUGHOUT THE SCOPE AREA. EXACT LAYOUT AND SPECIFICATIONS TO BE COORDINATED WITH TENANT. WALL MOUNT TV NOTES 1. COORDINATE WITH TENANT ON EXACT TV MOUNTING BRACKET TYPE WITH TENANT PRIOR TO ORDER. 2. EXACT LOCATIONS OF TV SHOULD BE VERIFIED IN FIELD WITH TENANT PRIOR TO INSTALL. 4' - 0 " COMMON 4S PULL BOX. PROVIDE A 1" CONDUIT BACK TO CONTROLLER 3/4" CONDUIT TO ACCESS CONTROLLER READER. 3/4" CONDUIT TO ELEC. HINGE LOCATION ACCESS CONTROL READER TOP OF BOX 3.30 PROVIDE DEDICATED DUPLEX OUTLET FOR TENANT'S EQUIPMENT, COORDINATE WITH TENANT FOR EXACT LOCATION AND MOUNT HEIGHT. VERIFY ELECTRICAL WITH TENANT. 3.31 PROVIDE MAGNETIC HOLD OPENS TIE INTO BUILDING'S FIRE LIFE SAFETY SYSTEM. 3.20 ALL OUTLETS SHOULD BE +18" A.F.F. CONTRACTOR TO VERIFY IN FIELD AND PROVIDE ALTERNATE PRICING TO RAISE AS REQUIRED. 3.32 PROVIDE (1) 2" EMPTY CONDUIT CONNECTIONS FROM 1ST FLOOR MDF ROOM TO 2ND FLOOR IDF ROOM. CONTRACTOR TO VERIFY WITH TENANT'S IT VENDOR FOR EXACT LOCATIONS AND QUANTITY. 3.33 FIRE TREATED BACKBOARD WITH 2" DIA. HOME RUN CONDUIT TO BASE BUILDING TELEPHONE ROOM PAINTED TO MATCH WALL. VERIFY CONDUIT SIZE. B NEW WALL MOUNTED JUNCTION BOX. PLUS HEIGHT INDICATES HEIGHT IF NOT STANDARD. PROVIDE A SINGLE 20 AMP CIRCUIT FOR HARDWARE CONNECTION OF EQUIPMENT. ELECT. SUB-CONTRACTOR IS TO CONNECT DEVICE. J B B B 3.34 PROVIDE FLUSH MOUNT FLOOR CORE WITH QUAD OUTLET AND TELE/DATA OUTLET IN CENTER OF THE ROOM FOR TENANT'S MOVABLE EQUIPMENT. B B B *BELOW GENERAL NOTES FOR REFERENCE ONLY. COORDINATE WITH TENANT AND TENANT'S VENDOR FOR ALL REQUIREMENTS. B EMPLOYEE WORK AREAS NOTES: A.DETAIL ACCESSIBLE ROUTE TO EMPLOYEE WORKSTATION AND SPECIFY COMPLIANCE WITH DIVISION 4. SPACES AND ELEMENTS WITHIN EMPLOYEE WORKSTATIONS SHALL ONLY BE REQUIRED TO COMPLY WITH SECTIONS 11B-207.1, 118-215.3, 11B-302, 11B-303, 11B-308.1.1, 11B-308.1.2 AND 11B-404.2.3. COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORKSTATIONS SHALL COMPLY WITH SECTION 11B-206.2.8. (11B-203.9) B. SPACES AND ELEMENTS WITHIN EMPLOYEE WORK AREAS SHALL BE DESIGNED SO THAT INDIVIDUALS WITH DISABILITIES CAN APPROACH, ENTER AND EXIT THE WORK AREA. COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORK AREAS SHALL COMPLY WITH SECTION 11B-402.2. (11B-203.9) C. ACCESS TO EMPLOYEE AREAS: AISLE WIDTH SERVING SPECIFIC EMPLOYEE WORKSTATION SHALL BE MINIMUM 44 INCHES CLEAR IF SERVING TWO SIDES OR 36 INCHES CLEAR IF ONLY SERVING SIDE. ENTRYWAYS SHALL BE 32 INCHES CLEAR WIDTH. (11B-203.9, 11B-403.5.1) B 3.35 PROVIDE SEPARATE CIRCUIT OUTLET FOR COFFEE VENDING MACHINE BY TENANT'S VENDOR. SPEC: CRANE MERCHANDISING SYSTEM, MODEL NAME - VOCE MEDIA. NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 N +100" +85" GFI B +25" +25" +46" +21"+38" B +44" +44" SURFACE GFI +50" B +44"+67" EP B +44" B +48" +48" +48"+48" B B +60" B B B K AED EP H +94" B +49"+89" B K B B B B +84" CHASE +84" K K +34" B B +60" B EP SURFACE K K K 5 5.1 6 7 7.9 8 9 10 11 12 134.7 +60" +44" +44" +44" +60"+60"+60"+60"+60"+60"+60" GF I K N+60" +60" +44" +44" K K K N N N N N N N N N N N N N N N N N NN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N NN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N NN N N N N N N N N N NN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N+60"N N N N N N N N+60" N+60" N N +60" N +60" +44"GFI N N N N N N N N N N N N N N N N N N N N N N B NN N K N N NN N N N N N N N N N N N NN N N H H +88" +88" N N N N N +60" N A B B.2 B.7 C D D.7 E A-3.0A PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 1ST FLOOR 1ST FLOOR POWER/ VOICE/ DATA PLAN 1/8" = 1'-0" MA T C H L I N E SE E S H E E T A - 3 . 0 B MA T C H L I N E SE E S H E E T A - 3 . 0 B SCOPE OF WORK "A" 3.10 YRC DJCO OFFICE 113 LOBBY - NIC 100 VOC TRAINING ROOM 102 COMPUTER LAB 103 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 01 104 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 02 106 HALLWAY 105 EXISTING WALK-IN REF 110 VOCATIONAL TRAINING KITCHEN - STORAGE 109 EXISTING WALK-IN FREEZER 111 HALLWAY 112 YRC CLASSROOM 04 114 YRC CLASSROOM 03 115 YRC CLASSROOM 02 116 YRC CLASSROOM 01 117 HCA PRIVATE OFFICE 01 121 HCA PRIVATE OFFICE 04 118 HCA PRIVATE OFFICE 03 119 HCA PRIVATE OFFICE 02 120 YRC LG OFFICE 02 122 YRC PRIVATE OFFICE 05 123 YRC PRIVATE OFFICE 04 124 YRC PRIVATE OFFICE 03 125 YRC PRIVATE OFFICE 02 126 YRC PRIVATE OFFICE 01 127 YRC PRIVATE OFFICE 06 128 YRC LG OFFICE 01 129 OPEN WORK AREA 140 COPY/PRINT AND STORAGE 130 YRC MEN'S RESTROOM - NIC 131 YRC WOMEN'S RESTROOM - NIC 132 YRC PRIVATE OFFICE 06 134 YRC PRIVATE OFFICE 07 135 YRC PRIVATE OFFICE 08 136 YRC PRIVATE OFFICE 09 137 YRC PRIVATE OFFICE 10 138 YRC CONFERENCE ROOM 01 139 JANITOR - NIC 142 BLDG TELE. ROOM - NIC 143 YRC WOMEN'S RESTROOM - NIC 144 YRC MEN'S RESTROOM - NIC 145 YRC MEN'S LOCKER 146 YRC WOMEN'S LOCKER 148 (N) MEN'S RESTROOM 147 (E) RESTROOM 149 HALLWAY 150 HALLWAY 133 VOCATIONAL TRAINING KITCHEN - B 108 VOCATIONAL TRAINING KITCHEN - A 107 3.15 KEY PLAN N POWER/ VOICE/ DATA LEGEND DESIGN CRITERIA NOTES REFER TO SHEET A-3.0 FOR POWER/ VOICE/ DATA LEGEND. REFER TO SHEET A-3.0 FOR DESIGN CRITERIA NOTES. POWER/ VOICE/ DATA KEYNOTES REFER TO SHEET A-3.0 FOR POWER/ VOICE/ DATA KEYNOTES. 3. 2 7 3.15 3.27 3.27 3.2 3.9 TYP. 3.9 TYP. 3.26 3.12 3.26 3.26 3.26 3.26 3.26 3.26 3.26 3.17 3.19 3.20 THROUGHOUT, U.O.N. 3.11 3.4 3.263.26 3.26 3.10 3.10 3.26 3.26 3.26 3.26 3.26 3.2 B B B EXISTING 1-HR. RATED CORRIDOR 141 EXISTING 1-HR. RATED CORRIDOR 101 3.27 M B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 H X X X X X X XXXXX X X X X +44" SURFACE GFI EP B +44" B +48" +48" +48"+48" B FIRE RISER #1 FIRE RISER #2 B+44" B +44"+78" +9" SURFACE +12" +9" SURFACE +9" SURFACE +15" +9" SURFACE +12" +9" SURFACE +9" SURFACE +9" SURFACE +67" GFI B K B +44" B +59" +40" B +48" B EP SURFACE B +44" +44" +44" +44" B +36" B ROLL UP DOOR BUTTON J B +55" +68" +54" +44" B B B B K K K K K K K K 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C K +60" +60" +44"+44" +44"+44" +44" +44" +60" +60" +44" +44" +44" +44"+44" +60" +60"+60" K +60" K +60" CLGCLG CLG CLG K H H H K K K K K K H H H H +60" +60" +60" +60" K N N N N NN N N N N N N N N N N N N N N N N NN N N N N N N N N N N N N N N N N N N N N N N N N N N N NN N N N N N N N N N NN N N N N N N N N N N N N N N N N N N N N NNN N N N N N N N N N N N N N N N N N N N NN N N N NN N N N N N N N N N N N N N N N N N N N N NN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N NN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N NN N N N N N N N N N N N +60"N NN N N N +60"N NN N +60"N N N N +44"N N N N N +44"N N NN NN N N N +78" N+60" K N J K N N NN +60"N +60"N NNN N N NN KN N N N N X X X N N N +60"N N N N N N N N N N N H H +88" +88" +67" GFI N N N N N+60" N N N K N N J KN +60" N JN J N JN KN N K N NN KN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N TVS RECEPTION 190 WASHER/ DRYER 205 YRC RECEPTION 152 HALLWAY 151 YRC CONFERENCE ROOM 02 156 YRC ENTRY 153 YRC DROP IN OFFICE 154 YRC WAITING 155 HALLWAY 208 GROUP OFFICE 157 YRC SENSORY OFFICE 158 YRC STAFF BREAK ROOM 159 DCT READY OFFICE 160 TVS MAT STORAGE 162 TVS MAT TRAINING ROOM 01 161 DCT INSTRUCTOR OFFICE 163 TVS ACADEMY OFFICE 174 ACADEMY STORAGE 184 TVS BREAK ROOM 176 TVS LIBRARY 177 TVS FITNESS/ SHOWER/LOCKER 178 MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 HALLWAY 181 CLASSROOM 05 182 CLASSROOM 04 183 CLASSROOM 03 185 CLASSROOM 02 186 TVS DISPLAY 187 MEN'S RESTROOM 189 WOMEN'S RESTROOM 188 TVS ADMIN OFFICE 191 TVS CLASSROOM 01 192 HALLWAY 193 COMPUTER LAB 194 RANGE OFFICE 195 TVS RANGE SIM TRAINING ROOM 03 196 HALLWAY 197 TVS SCENARIO TRAINING ROOM 02 198 YRC CLASSROOM 204 YRC WAREHOUSE 203 RANGE OFFICE/OPEN WORK/STORAGE 202 MDF 207 CHANGING ROOM 164 STORAGE 185A STORAGE 186A PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 A-3.0B 1ST FLOOR 1ST FLOOR POWER/ VOICE/ DATA PLAN 1/8" = 1'-0" MA T C H L I N E SE E S H E E T A - 3 . 0 A MA T C H L I N E SE E S H E E T A - 3 . 0 A SCOPE OF WORK "B" CHANGING ROOM 165 CHANGING ROOM 166 CHANGING ROOM 170 CHANGING ROOM 169 CHANGING ROOM 167 CHANGING ROOM 168 DROP IN OFFICE 199 DROP IN OFFICE 200 3.10 MOTHER'S ROOM 206 3.15 LOCATION OF PRE FABRICATED FULLY ACCESSIBLE LIFT COMPLETED UNDER A SEPARATE PERMIT BY LIFT VENDOR. REFER TO SHEET A-2.0 FOR SPECIFICATIONS. 3.16 1ST FLOOR KEY PLAN N POWER/ VOICE/ DATA LEGEND REFER TO SHEET A-3.0 FOR POWER/ VOICE/ DATA LEGEND. DESIGN CRITERIA NOTES REFER TO SHEET A-3.0 FOR DESIGN CRITERIA NOTES. POWER/ VOICE/ DATA KEYNOTES REFER TO SHEET A-3.0 FOR POWER/ VOICE/ DATA KEYNOTES. 3.18 3.18 1 A-3.0 TV ON ARM TV ON ARM 3.29 3.28 GUN LOCKERS 202A ELECT. ROOM 207A LOCATION OF PRE FABRICATED FULLY ACCESSIBLE STRUCTURAL MEZZANINE / CAT WALK COMPLETED UNDER A SEPARATE PERMIT BY LIFT VENDOR. REFER TO SHEET A-2.0 FOR SPECIFICATIONS. 3.30 3.30 3.26 3.16 3.17 3.19 3.20 THROUGHOUT, U.O.N. 3.12 3.21 3.23 3.26 3.31 3.31 3.26 3.24 3.8 3.313.31 3.2 3.26 3.2 3.9 3.26 3.17 3.19 3.20 THROUGHOUT, U.O.N. 3.1 3.11 3.22 3.14 3.1 3.11 3.22 3.14 3.26 3.26 3.26 3.26 3.26 3.26 3.10 3.9 TYP.3.10 3.9 TYP. 3.26 3.26 3.26 3.26 3.14 3.14 3.1 3.11 3.22 3.1 3.11 3.22 3.13 3.26 3.10 3.12 3.26 3.13 3.3 3.3 3.3 3.3 3.6 3.11 3.22 3.1 3.5 3.26 3.25 3.3 3.11 3.22 3.1 3.53.13 3.7 3.6 WATER HEATER 179A 3.32 3.33 3.16 3.26 3.26 3.26 3.26 3.2 3.30 3.30 B B 3.30 B B BBB B B B B STORAGE 196A CHANGING ROOM 171 CHANGING ROOM 172 B B BB B B B B B B M B M B B B B B B RATED VESTIBULE 151A CHANGING ROOM 173 ACCESSIBLE CHANGING ROOM 175 B EXISTING 1-HR. RATED CORRIDOR 201 B 3.35 B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 1112 13 14 15 16 17 18 19 20 21 2223 24 R R R R R R RR FC 48 " x 2 4 " 48 " x 2 4 " 4 3 4 3 4 3 4 3 4 1 4 1 4242 1 4 1 4 1414 4 2 4 2 J N N K TRANSFORMER TRANSFORMER TRANSFORMER EP CHILLER PUMP CONTROL PANEL B +14" GFI B GFI +44" GFI+44" GFI +44" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 R R R R R R RR K +44" +44" +44" +44"+44"+44"+44" +60" +60" +60" +60" N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N NN N N N N N N N N N N NN N N N N NN N NN N B +34" B +34" B +44" ELEVATOR PUSH BUTTON B B B B N N NN NN N NNNN NN N NN NN N N N N N N N NN N NN N N N N N N N N N N NNN N N N NN N N N NNNN N N N NNNN NN N N NN N NN N N N N N N NN N N N N N N N N N N N NNNN NN N N N N N N N +60"N N N N N N +60" N NN N N N N N N N N N NN B+44" B +44" K KN KN K N NN N N NK OPEN BELOW N N N N OPEN BELOW PRIVATE OFFICE 203 TVS WELLNESS MULTIUSE OFFICE 201 QUIET OFFICE 02 205 2ND FLOOR STAFF BREAK ROOM 206 PRIVATE OFFICE 02 207 OPEN WORK AREA 209 PRIVATE OFFICE 04 210 PRIVATE OFFICE 06 211 HALLWAY 216 TVS PRINT/COPY 217 TVS ASSIT. DIV. DIRECTOR AM2 OFFICE 218 TVS STORAGE 219 TVS CONFERENCE 01 220 TVS PRODUCTION STUDIO/LAB 226 RANGE SUPPLY ROOM 227 RANGE CONFERENCE 228 HALLWAY 230 2ND FLOOR STAFF WOMEN'S RESTROOM 232 2ND FLOOR STAFF MEN'S RESTROOM 231 HALLWAY 236 TVS SCENARIO TRAINING ROOM 02 198 A-3.1 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 SCOPE OF WORK 2ND FLOOR 2ND FLOOR POWER/ VOICE/ DATA PLAN 1/8" = 1'-0" PRIVATE OFFICE 202 QUIET ROOM 204 PRIVATE OFFICE 01 208 PRIVATE OFFICE 07 212 PRIVATE OFFICE 08 213 PRIVATE OFFICE 05 214 PRIVATE OFFICE 03 215 RANGE PRINT 224 3.10 3.10 STORAGE 204A LOCATION OF PRE FABRICATED FULLY ACCESSIBLE LIFT COMPLETED UNDER A SEPARATE PERMIT BY LIFT VENDOR. REFER TO SHEET A-2.0 FOR SPECIFICATIONS. LOCATION OF PRE FABRICATED FULLY ACCESSIBLE STRUCTURAL MEZZANINE / CAT WALK COMPLETED UNDER A SEPARATE PERMIT BY LIFT VENDOR. REFER TO SHEET A-2.0 FOR SPECIFICATIONS. KEY PLAN N POWER/ VOICE/ DATA LEGEND REFER TO SHEET A-3.0 FOR POWER/ VOICE/ DATA LEGEND. DESIGN CRITERIA NOTES REFER TO SHEET A-3.0 FOR DESIGN CRITERIA NOTES. POWER/ VOICE/ DATA KEYNOTES REFER TO SHEET A-3.0 FOR POWER/ VOICE/ DATA KEYNOTES. RANGE MASTER OFFICE 03 221 RANGE MASTER OFFICE 02 222 RANGE MASTER OFFICE 01 223 RANGE MASTER OFFICE 04 225 OFFICE/ STORAGE 235 HONOR GUARD OFFICE/ STORAGE 229 BLDG ELECTRICAL ROOM - NIC 233 QUARTER MASTER OFFICE/ STORAGE 234 2 A-3.0 IDF 235A HALLWAY 237 K9 MULTIPURPOSE OFFICE 239 TRAINING ROOM 238 STAIR 237A PRIVATE OFFICE 240 PRIVATE OFFICE 241 3.17 3.19 3.20 THROUGHOUT, U.O.N. 3.2 3.9 3.9 3.8 3.26 3.12 3.2 3.123.26 3.9 3.26 3.26 3.3 3.6 3.1 3.11 3.22 3.26 3.13 3.7 3.17 3.19 3.20 THROUGHOUT, U.O.N. 3.32 3.5 3.33 B B B B B B 3.34 RATED COMMON CORRIDOR 200 RATED VESTIBULE 200A M B B B B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 INSULATED TUNNEL DETAIL (NOT FIRE RATED) INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT IN WALL AND CEILING CAVITY 1C1 ·METAL STUDS DIETRICH OR EQUAL AS PER I.C.C. # ESR - 1166P LARR 25889 ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. ESR-1663, LARR #25646 METAL BOTTOM TRACK 2-1/2" x 20 GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. 5/8" TYPE 'X' GYP. BD. (1) LAYER ON ONE SIDE, OPPOSITE SIDE (2) LAYERS APPLIED PARALLEL TO STUD WITH 1-1/4" TYPE S SCREWS ON FIRST LAYER AND 1-5/8" TYPE S SCREWS ON SECOND LAYER @ 8" O.C. AT VERTICAL JOINTS AND PERIMETER AND 12" O.C. IN FIELD. STAGGER JOINTS (2) LAYERS OF 5/8" TYPE 'X' GYP. BD. CEILING JOIST FRAMING. PROVIDE FIBER GLASS INSULATION IN CAVITY. SEE JOIST SCHEDULE ON DETAIL 7/A-30.3 3-5/8" 20 GA. STUDS @ 24" O.C. MIN. PROVIDE 3-1/2" FIBER GLASS INSULATION FRICTION FIT IN STUD CAVITY. SEE STUD CHART ON DETAIL 16. FULL HEIGHT PARTITION PER FLOOR PLAN C2 PARTITION TO 24" ABOVE CEILING IN DOUBLE VOLUME SPACE, HORIZONTALLY BRACED PER STRUCTURAL. CONT. METAL TOP TRACK. MATCH SIZE AND GA. OF STUD. PROVIDE GYP. BD. CAP. METAL STUD FRAMING PER STUD CHART. METAL BOTTOM TRACK GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 3-5/8" 20 GA. METAL STUD MIN. PROVIDE 3-1/2" FIBERGLASS INSULATION IN STUD CAVITY. SEE STUD CHART ON DETAIL #16. BRACED PARTITION IN DOUBLE HEIGHT VOLUME 24 " AB O V E C E I L I N G , T Y P . LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT HORIZONTAL BRACE WHERE OCCURS. SEE STRUCTURAL FOR MORE INFORMATION. INSULATION BLANKET IN CEILING, TYP. 1 1 / 2 " 1/ 2 " PLASTIC LAMINATE CAP PER FINISH SCHEDULE ON 3/4" SUBSTRATE SCHLUTER 1/2" DECO-SG METAL REVEAL FINISH WALL COVERING PER SCHEDULE 5/8" TYPE X GYPSUM BOARD ON EACH SIDE LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT METAL STUD FRAMING PER STUD CHART. METAL STUD SEISMIC BRACING AT 48" O.C. ALTERNATING EACH DIRECTION TO STRUCTURE ABOVE 5/8" GYPSUM BOARD ON EACH SIDE UNDERSIDE CEILING INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT IN WALL FRAMING METAL GAUGE TOP TRACK ATTACH KICKER ABOVE TO TOP TRACK WITH #8 TEK SHEET METAL SCREWS. DO NOT ATTACH TO GRID SYSTEM METAL BOTTOM TRACK GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 UNDERSIDE CEILING INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT IN WALL FRAMING. 6" BATT INSULATION TO EXTEND 3'-0" ON EITHER SIDE OF WALL A1 A2 5 A-30.1 INSULATION BLANKETS ABOVE CEILING - TYPE A2 PARTITIONS LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT METAL STUD FRAMING @ 16" O.C. ·3.5" MIN. STUD WIDTH CAN BE NON-INSULATED (PER UL U419) ·2.5" MIN. STUD WIDTH REQUIRES 1.5" MIN. THICKNESS MINERAL WOOL BATTS (PER UL U448) 5/8" TYPE "X" GYPSUM BOARD ON EACH SIDE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF STEEL STUD 24" O.C. WITH 1" TYPE 'S' DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.C. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS ONE HOUR RATED INSULATED 2.5" MIN STUD WIDTH (PER UL U448) INSULATION - R=8, (1.5" MIN. THICKNESS) FRICTION FIT MINERAL WOOL BATTS 1A1 SLIP TRACK ATTACHED TO UNDERSIDE OF STRUCTURE ABOVE ·SLIP TRACK SYSTEM UL-2079 CYCLICAL DESIGN ICC #ESR-2012 OSHPD R-0371-FIXED EQUIP. ANCHORED WHI-495-PSV-1333 UL-R19236 ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR 1338 ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 ·PENETRATIONS ALL PENETRATIONS FIRE CAULKED WITH HILTI FIRESTOP SYSTEM OR APPROVED EQUAL. REFER TO UL-W-L-3282, DETAIL 18/ SHEET A-30.0. ALL SEAMS TO RECEIVE FIRE TAPE. SFD FIRE DAMPER FOR HVAC DUCT PENETRATION REFER TO MECHANICAL ENGINEER PLAN FOR ADDITIONAL INFORMATION4 A-30.1 BOTTOM METAL TRACK ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. · FIRE RESISTANCE RATING - ANSI/UL263 2.5" MIN STUD WIDTH = DESIGN NO. U448 3.5" MIN STUD WIDTH = DESIGN NO. U419 2.5"MIN (PER UL U448) INSULATED PER '1A1' 3.5"MIN (PER UL U419) NON-INSULATED PER '1A' 1A 1A1 METAL STUD FRAMING PER STUD CHART. METAL BOTTOM TRACK GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 1 1 / 2 " 6" 2" x 2'" x 1/4" STRUCTURAL STEEL PIPE WITH 2" x 9" x 3/8" STEEL PLATE WELDED TO BOTTOM OF PIPE. INSTALL AT 8'-0" O.C. MAX. AND WITHIN 6" OF AN UNSUPPORTED END OF WALL METAL STUD ATTACHED TO EACH SIDE OF STRUCTURAL STEEL PIPE SECURE STEEL PLATE TO FLOOR WITH 5/8" DIA. HILTI KB-TZ- BOLT EACH CORNER, MIN. 4" EMBEDMENT (3-1/8" ICC ESR #1917) PLASTIC LAMINATE CAP. SEE DETAIL 15. 36 " A N D 6 8 " SECTION PLAN VIEW 1 1 / 2 " 5/8" TYPE "X" GYPSUM BOARD ON EACH SIDE 2" ONE HOUR RATED TUNNEL INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT 1B1 ·METAL STUDS DIETRICH OR EQUAL AS PER I.C.C. # ESR - 1166P LARR 25889 ·SLIP TRACK SYSTEM UL-2079 CYCLICAL DESIGN ICC #ESR-1042 OSHPD R-0371-FIXED EQUIP. ANCHORED LARR 25344 WHI-495-PSV-1333 UL-R19236 ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. ESR-1663, LARR #25646 ·PENETRATIONS ALL PENETRATIONS MUST BE FIRE CAULKED. ALL SEAM TO RECEIVE FIRE TAPE METAL BOTTOM TRACK 2-1/2" x 20 GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. 2-1/2" x 20 GAUGE METAL STUD FRAMING AT 24" O.C. 5/8" TYPE "X" GYPSUM BOARD ON EACH SIDE METAL STUD SEISMIC BRACING AT 48" O.C. EACH DIRECTION TO STRUCTURE ABOVE 1" SHEETROCK BRAND GYPSUM LINER PANEL C-H STUD LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT LIGHT FIXTURE - SEE REFLECTED CEILING PLAN FOR SPECIFICATION 10B A-30.1 10A A-30.1 EXISTING PARTITION BEYOND, GC TO VERIFY STRUCTURE BEYOND PROVIDE 16 GA. STUD (CUT TO LENGTH) AT EA STUD FW/ #8 SMS TO TRACK EA FLANGE & (2) #8 SMS TO EA (N) STUD. ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 METAL BOTTOM TRACK. ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. 5/8" GYPSUM BOARD ON FACE OF STUDS. METAL TOP TRACK (GA. TO MATCH STUD U.O.N.) LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT WALL FURRING NON-INSULATEDE 6" 4" (U.O.N. PER PLAN) CONT. 16 GA. METAL TRACK ATTACHED TO EACH STUD OF (E) WALL W/ (3) #8 SMS. ME T A L S T U D F R A M I N G P E R S T U D C H A R T . MA X . H E I G H T 1 1 ' - 0 " 16 GA. CRC OR U-CHANNEL CONTINUOUS BRIDGING. 16 GA. ANGLE (1-1/2"x1-1/2") AT EA STUD W/ (2) #8 SMS EA. LEG ·NON LOAD-BEARING METAL STUD FRAMING SSMA OR EQUAL AS PER I.C.C. #ESR - 3064P ·NON LOAD-BEARING METAL STUD C-SECTIONS AND TRACKS SSMA OR EQUAL AS PER I.C.C. #ESR - 3064P (EXAMPLE: 6" = 600 X 1/100 INCHES) ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 INCHES. FOR ALL "T" SECTIONS MEMBER DEPTH IS THE INSIDE DIMENSION. MEMBER DEPTH: FLANGE WIDTH: (EXAMPLE: 1 5/8" = 1.625" ~ 162 X 1/100 INCHES) ALL FLANGE WIDTHS ARE TAKEN IN 1/100 INCHES. STYLE: (EXAMPLE: STUD OR JOIST SECTION = S ) THE FOUR ALPHA CHARACTERS UTILIZED BY THE DESIGNATOR SYSTEM ARE: (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL =1/1000 IN.) MATERIAL THICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS. MIL THICKNESS: S = STUD OR JOIST T = TRACK U = CHANNEL F = FURRING -600 S 162 54 NOTES 1. PROVIDE KICKERS FOR NON-FULL HEIGHT CONDITIONS OR WHERE NOTED OTHERWISE. SEE WALL SCHEDULE FOR MORE INFORMATION. 1.1. KICKER LENGTH SHALL BE 8'-0" MAX. 2. ALLOWABLE COMPOSITE LIMITING HEIGHTS ARE CALCULATED USING ICC-ES AC86-2012 3. VALUES REPRESENTED ON THE CHART ARE DESIGNED TO RESIST 5 PSF OF OUT-OF-PLANE LOAD AND L/240 4. PROVIDE BRIDGING @ MID-HEIGHT OR A MAX. OF 8'-0" O.C. WHERE GYPSUM BOARD IS NOT APPLIED TO BOTH SURFACES. 5. COMPOSITE LIMITING HEIGHTS ARE BASED ON A SINGLE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD INSTALLED IN THE VERTICAL ORIENTATION TO BOTH SIDE OF THE WALL OVER FULL HEIGHT USING MINIMUM NO. 6 TYPE S DRYWALL SCREWS SPACED A MAXIMUM OF 12" O.C. FOR STUDS AT 24" SPACING AND 16" O.C. FOR STUDS AT 16" AND 12" SPACING. STUD SIZE WALL HEIGHT LIMIT KICKER WALL TYPE SIZE MIL/GA 12" SPACING O.C. SIZE SPACING16"24" 250S125 14'-2"18/25 (SEE NOTE 1) 15'-4"27/22 15'-10"30/20 362S125 16'-8" 18'-2" 18'-3" 400S125 17'-6" 19'-5" 19'-5" 600S125 22'-9" 26'-9" 27'-1" NON-STRUCTURAL METAL STUD WALL SIZING CHART 362S125-33 48" O.C. 400S125-33 48" O.C. 600S125-33 48" O.C. 12'-10"11'-3" 13'-11"12'-2" 14'-5"12'-7" 15'-2"13'-2" 16'-6"14'-5" 16'-7"14'-6" 15'-11"13'-8" 17'-8"15'-5" 17'-8"15'-5" 20'-1" 24'-4" 24'-7" 16'-4" 21'-3" 21'-6" 250S125 250S125 362S125 362S125 400S125 400S125 600S125 600S125 18/25 27/22 30/20 18/25 27/22 30/20 18/25 27/22 30/20 EXISTING ALUMINUM MULLION 1/4" THICK x FULL WIDTH NEOPRENE GASKET METAL EDGE COLOR TO MATCH WALL CONDITION SPECIFIED WALL TYPE SEE SHEET A-2.0 EXISTING GLAZING 1" RETURN #8 S.M.S. TO EA. SIDE OF STUD, TOP AND BOTTOM HEAVY GAUGE BREAK MTL. TO MATCH STOREFRONT FINISH OR DRYWALL FINISH PAINTED TO MATCH STOREFRONT FINISH. PARTITION PER PLAN EX. STOREFRONT 12 " M A X . ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. FIRE EXTINGUISHER CABINET - SEE PARTITION LEGEND FOR SPEC. SEE PARTITION PLAN FOR LOCATIONS B PLAN SECTION A SECTION B VARIES MOUNTING SCREW PER MANUFACTURER METAL STUD PER PARTITION PLAN 5/8" GYP.BOARD TYPICAL. SE E S P E C I F I C A T I O N 48 " M A X . PROVIDE 16 GA. STUD (CUT TO LENGTH) AT EA STUD FW/ #8 SMS TO TRACK EA FLANGE & (2) #8 SMS TO EA (N) STUD. ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 METAL BOTTOM TRACK. ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. 5/8" GYPSUM BOARD ON FACE OF STUDS. WALL FURRING/SILL CONDITION BELOW EXTERIOR WINDOWS E1 4" (U.O.N. PER PLAN) CONT. 16 GA. METAL TRACK ATTACHED TO EACH STUD OF (E) WALL W/ (3) #8 SMS. 16 GA. CRC OR U-CHANNEL CONTINUOUS BRIDGING. 16 GA. ANGLE (1-1/2"x1-1/2") AT EA STUD W/ (2) #8 SMS EA. LEGEX I S T I N G S I L L H E I G H T V. I . F . EXISTING WALL BEYOND Hilti Firestop Systems Hilti Firestop Systems System No. W-L-3282 SECTION A-A WL 3 2 8 2 Page: 1 of 2 1. Wall Assembly — The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Wall framing shall consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced max 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (1.22 m) wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300, U400, V400 or W400 Series Designs in the UL Fire Resistance Directory. The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. 2. Firestop Device* — Sleeve — Smooth steel sleeve device incorporating flat washers secured by sliding compression couplers. Device shall be installed in accordance with the accompanying installation instructions. Device provided in nom 2 in. and 4 in. (51 and 102 mm) diam sizes. Max diam of opening in wall for nom 2 in. and 4 in. (51 and 102 mm) diam device is 2-7/16 in. and 4-1/2 in. (62 and 114 mm), respectively. UNIQUE FIRE STOP PRODUCTS INC — Smooth Firestop A Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. September 02, 2015 Page: 2 of 2 2A. Firestop Device* — (Not Shown) — As an alternate to the smooth sleeve device in Item 2, threaded steel sleeve device incorporating flat washers secured by threaded couplers. Device shall be installed in accordance with the accompanying installation instructions. Device provided in nom 2 in. and 4 in. (51 and 102 mm) diam sizes. Max diam of opening in wall for nom 2 in. and 4 in. (51 and 102 mm) diam devices is 2-7/16 in. and 4-1/2 in. (62 and 114 mm), respectively. UNIQUE FIRE STOP PRODUCTS INC — Threaded Firestop 2B. Firestop Device* — (Not Shown) — As an alternate to the smooth sleeve and threaded sleeve devices in Items 2 and 2A, threaded steel sleeve halves incorporating split nuts and split washers sized to fit the specific diam of the opening may be used. Device shall be installed in accordance with the accompanying installation instructions. Device provided in nom 2 in. and 4 in. (51 and 102 mm) diam sizes. Max diam of opening in wall for nom 2 in. and 4 in. (51 and 102 mm) diam device is 2-7/16 in. and 4-1/2 in. (62 and 114 mm), respectively. UNIQUE FIRE STOP PRODUCTS INC — Split Sleeve The L Rating of the firestop system is dependent upon the type of firestop device as tabulated below: WL 3 2 8 2 Firestop Device L Rating, CFM/sq ft (CFM/firestop device) Ambient 400F Smooth Firestop 37 (3)18 (2) Threaded Firestop 37 (3)18 (2) Split Sleeve 54 (5)47 (4) 3. Cables — Aggregate cross-sectional area of bundled cables in opening to be max 50 percent of the cross-sectional area of the firestop device. The annular space between the cable bundle and the periphery of the firestop device to be min 0 in. (point contact) to max 3 in. (76 mm). Cables to be rigidly supported on both sides of the wall assembly. Any combination of the following types and sizes of cables may be used: A. Max 300 pair No. 24 AWG telephone cable with polyvinyl chloride (PVC) insulation and jacket. B. Max 750 kcmil single copper connector power cable with thermoplastic insulation and PVC jacket. C. Max 7/C No. 12 AWG multiconductor power and control cable with PVC or cross-linked polyethylene (XLPE) insulation and PVC jacket. D. Multiple fiber optical communication cable jacketed with PVC and having a max outside diameter of 1/2 in. (13 mm). E. Max 3/C No. 12 AWG with bare aluminum ground, PVC insulated steel Metal-Clad cable. F. Max 1 in. (25 mm) diam metal clad TEK cable with PVC jacket. G. Max 2/0 aluminum SER cable. H. Type RG 59/U coaxial cable with polyethylene (PE) insulation and PVC jacket. 4. Fill, Void or Cavity Materials* - Plug — Plug sized for the firestop device friction-fitted within the firestop device in Item 2 or 2A such that the outer circumference of the dome-shaped plug is flush with either end of the firestop device. Plugs sized for the firestop device friction-fitted within the firestop device of Item 2B such that the outer circumference of the dome-shaped plug is flush with both ends of the firestop device. Plug(s) cut to fit around the cable bundle and installed tightly within the firestop device. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 658T Firestop Plug or CFS-PL Firestop Plug * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. A 4 4 3 2 1A 1B 3 2 C CLASS IFIED R Classified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC-S115 US Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. September 02, 2015 ANSI/UL1479 (ASTM E814)CAN/ULC S115 F Ratings — 1 and 2 Hr (See Item 1)F Ratings — 1 and 2 Hr (See Item 1) T Rating — 0 Hr FT Rating — 0 Hr L Rating at Ambient — 37 or 54 CFM/Sq Ft (See Item 2)FH Ratings — 1 and 2 Hr (See Item 1) L Rating At 400F — 18 or 47 CFM/Sq Ft (See Item 2)FTH Rating — 0 Hr L Rating at Ambient — 37 or 54 CFM/Sq Ft (See Item 2) L Rating At 400F — 18 or 47 CFM/Sq Ft (See Item 2) LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT METAL STUD FRAMING. SEE STUD CHART ON DETAIL 16. 3-5/8" 20 GA. TYP. @ 24" O.C. TYP. 6" 20 GA. STUDS @ 12" O.C. IN DOUBLE VOLUME SPACE METAL BOTTOM TRACK GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. SLIP TRACK ATTACHED TO UNDERSIDE OF STRUCTURE ABOVE ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 2 A-30.1 5/8" TYPE "X" GYPSUM PER WALL TYPE C1 - (1) LAYER ON EACH SIDE C3 - (1) LAYER ON ONE SIDE, OPPOSITE SIDE (2) LAYERS APPLIED PARALLEL TO STUD WITH 1-1/4" TYPE S SCREWS ON FIRST LAYER AND 1-5/8" TYPE S SCREWS ON SECOND LAYER @ 8" O.C. AT VERTICAL JOINTS AND PERIMETER AND 12" O.C. IN FIELD. STAGGER JOINTS. ·SLIP TRACK SYSTEM UL-2079 CYCLICAL DESIGN ICC #ESR-2012 OSHPD R-0371-FIXED EQUIP. ANCHORED WHI-495-PSV-1333 UL-R19236 FULL HEIGHT INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT. STC 49 (SA-870717): 3-5/8" MIN. STUD WIDTH W/ 3" THICK SAFB IN CAVITY REQ. C1 7 A-30.1 OR WHERE STC RATING IS NOTED C3 FULL HEIGHT WALL TO DECK ABOVE. STC 55 (NOAL 17-0539)" 3-5/8" 20 GA. MIN. STUD WIDTH W/ 3-1/2" THICK FIBER GLASS INSULATION FRICTION FIT IN STUD CAVITY FULL HEIGHT DOUBLE GYP. BD. EXISTING ALUMINUM MULLION 1/4" THICK x FULL WIDTH NEOPRENE GASKET METAL EDGE COLOR TO MATCH WALL CONDITION PARTITION PER PLAN EXISTING GLAZING 1" RETURN 8" MIN. U.N.O. VA R I E S #8 S.M.S. TO EA. SIDE OF STUD, TOP AND BOTTOM ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 1/4" THICK x FULL WIDTH NEOPRENE GASKET METAL EDGE COLOR TO MATCH WALL CONDITION EXISTING GLAZING #8 S.M.S. TO EA. SIDE OF STUD, TOP AND BOTTOM EXISTING ALUMINUM MULLION PARTITION PER PLAN NOTE: PROVIDE INSULATION AS REQUIRED PER SPECIFIED WALL TYPE. 1'' RETURN PAINT EXPOSED CABINET TO MATCH WALL NEW RECESSED FIRE EXTINGUISHER CABINET. REFER TO PARTITION NOTE SHEET FOR SPECIFICATION 48 " M A X . VE R I F Y A D A C O M P L I A N C E 14 - LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT METAL STUD FRAMING PER STUD CHART. METAL STUD SEISMIC BRACING AT 48" O.C. ALTERNATING EACH DIRECTION TO STRUCTURE ABOVE 6" ABOVE CEILING INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT IN WALL FRAMING METAL TOP TRACK ATTACH KICKER ABOVE TO TOP TRACK WITH #8 TEK SHEET METAL SCREWS. DO NOT ATTACH TO GRID SYSTEM METAL BOTTOM TRACK ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. B1 6" 5/8" TYPE "X" GYPSUM BOARD ON EACH SIDE 5 A-30.1 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 A-30.0 1 2 3 4 5 6 8 9 10 11 18 19 SCALE SCALE SCALE 1-1/2"=1'-0" SCALE SCALE SCALE SCALE WALL TYPE C1, C2 AND C3 SCALESCALESCALESCALE SCALE SCALE WALL PARTITION DETAILS 1-1/2"=1'-0" 1/2"=1'-0" 1-1/2"=1'-0" 1-1/2"=1'-0" 1-1/2"=1'-0" 1-1/2"=1'-0" N.T.S.WALL TO MULLION CONNECTION 7 AS NOTED WALL TYPE A1 AND A2 1 HOUR RATED-WALL TYPE 1A1 1 HOUR RATED TUNNEL -WALL TYPE 1B1FURRING WALL - WALL TYPE E SEMI-RECESSED FIRE EXTINGUISHER WALL TO MULLION CONNECTION PARTIAL HEIGHT WALL - WALL TYPE H 1-1/2"=1'-0" 1-1/2"=1'-0"13 14 SCALE SCALE FIRE EXTINGUISHER CABINET 1-1/2"=1'-0" NON-STRUCTURAL METAL STUD SIZING CHARTS 1-1/2"=1'-0" WALL TO MULLION CONNECTION 1/2"=1'-0" 1-1/2"=1'-0" FIRE RATED WALL PENETRATION DETAIL 1ST & 2ND FLOOR WALL FURRING/SILL CONDITION BELOW EXT. WINDOWS 16SCALE N.T.S. 15SCALE 3"=1'-0"PLASTIC LAMINATE CAP ON LOW WALL 12SCALE INSULATED TUNNEL -WALL TYPE 1C11-1/2"=1'-0"WALL TYPE C2 WALL TYPE B1 1-1/2"=1'-0" B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 4" x 20 GA. STUDS @ 16" O.C. TOP TRACK 20GA MIN, WITH #10 SMS EA. FLANGE, EA. STUD. PROVIDE 3/16" DIA. TAPCON CONC. SCREW ANCHOR W/ 2" MIN. EMBEDDED @ 16" O.C. (ICC-ESR # 2202) METAL BOTTOM TRACK GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. (E) CONCRETE WALL TO REMAIN. GC TO V.I.F. AL I G N INTERIOR FINISH TO MATCH EXISTING (GC TO V.I.F.) IN T E R I O R EX T E R I O R L 2-3/4" x 2-3/4" x 16 GA. x 6" LONG W/ #10 S.M.S. TO STUDS. PROVIDE AT 48" O.C. MAX VERTICALLY. (MIN. 3 LOCATIONS) L 2-3/4" x 2-3/4" x 16 GA. x 6" LONG W/ #10 S.M.S. TO STUD. (2) HILTI-XU x 1-1/4" EMBEDDED IN CMU WALL. 5/8" GYP. BRD. OVER 3-5/8" x 20 GA. STUDS @ 24" O.C. PER WALL TYPE E WALL FURRING INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR 1338 ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 INSULATION R VALUE: R-13 = 4" WALL 4" MA X . FR O M EN D S GYP. BD. CEILING OVER FENCED AREA. SEE RCP 8' - 5 " C E I L I N G H E I G H T SE E R C P 3 FOOT WIDE SLIDING GATE. ALIGN GATE TRACK WITH FENCE'S TOP RAIL WALL PER PARTITION PLAN TOP RAIL CHAIN LINK FENCE POSTS @ 4'-0" O.C. MAX. TYP. PROVIDE POST CAP ON EA. POST. MOUNT POST TO SLAB WITH BASE PLATE AND (4) HILTI ANCHORS (OR APPROVED SIM.) @ EA. POST BOTTOM TENSION WIRE. ATTACH TO POSTS WITH BRACE BANDS 2" DIAMOND PATTERN CHAIN LINK FENCE INFILL. PROVIDE TENSION BARS ON CHAIN LINK AND ATTACH TO POST WITH BRACE BANDS 5/8" TYPE "X" GYPSUM BOARD #8 TEK SHEET METAL SCREW 5/8" TYPE "X" GYPSUM BOARD 5/8" TYPE "X" GYPSUM BOARD METAL STUD SEISMIC BRACING AT 48" O.C. EACH DIRECTION TO STRUCTURE ABOVE TOP OF WALL SEISMIC BRACING ONE HOUR LID DETAIL C RUNNER SEALANT C-H STUD J RUNNER 1" SHEETROCK BRAND GYPSUM LINER PANEL EXISTING CORRIDOR WALL C-H STUD J RUNNER 1" SHEETROCK BRAND GYPSUM LINER PANEL B A EQEQ 5/ 8 " D E F L E C T I O N GA P 1- 1 / 8 " COMPOSITE DECK OR STRUCTURE ABOVE (2) #8 S.M.S 16" O.C. (MAX.) .145 DIA. POWER DRIVEN FASTENER AT EA. FLUTE. 1-1/4" MIN. EMBEDMENT 2" x 20 GAUGE X 10" LONG GALVANIZED STEEL STRAPS ATTACHED TO STEEL DECK WITH STEEL FASTENERS OR MASONRY ANCHORS ON EACH SIDE OF THE FLUTE 12" MAX. SLIP TRACK SYSTEMS #8 WAFERHEAD FRAMING SCREWS (TYP.) TOP OF VERTICAL STUD WALL PARALLEL TO FLUTES 5/ 8 " D E F L E C T I O N GA P 1- 1 / 8 " COMPOSITE DECK OR STRUCTURE ABOVE .145 DIA. POWER DRIVEN FASTENER AT EA. FLUTE. 1-1/4" MIN. EMBEDMENT SLIP TRACK SYSTEMS #8 WAFERHEAD FRAMING SCREWS (TYP.) TOP OF VERTICAL STUD WALL PERPENDICULAR TO FLUTES STUD WALLS WIDTH VARIES CEILING LINE, SEE RCP FOR CEILING TYPE STUD WALLS WIDTH VARIES ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663, LARR #25646 ·SLIP TRACK SYSTEM UL-2079 CYCLICAL DESIGN ICC #ESR-2012 OSHPD R-0371-FIXED EQUIP. ANCHORED LARR 25344 WHI-495-PSV-1333 UL-R19236 GYPSUM BOARD PER WALL TYPE GYPSUM BOARD PER WALL TYPE SEAL FULLY WITH HILTI CP 506 ACOUSTIC SEALANT OR APPROVED EQUAL. 1/ 2 " 6" (W H E R E N O T E D ) CEILING LINE, SEE RCP FOR CEILING TYPE 6" (W H E R E N O T E D ) CUT AND SHAPE GYPSUM BOARD BETWEEN FLUTES WHERE NOTED TO BE FULL HEIGHT. 5/8" DEFLECTION GAP .145" DIAMETER POWER DRIVEN FASTENER AT 16" O.C. (MAX.) 1 1/4" EMBEDMENT COMPOSITE DECK OR STRUCTURE ABOVE 25 GAUGE METAL ANGLE (TYP.) 4" #8 WAFERHEAD FRAMING SCREWS (TYP.) SLIP TRACK SYSTEMS 5/8" TYPE "X" GYPSUM BOARD 5/8" DEFLECTION GAP 1- 1 / 4 " #8 WAFERHEAD FRAMING SCREWS (TYP.) SLIP TRACK SYSTEMS LINE OF ADDITIONAL LAYER OF GYPSUM BOARD EACH SIDE OR TWO HOUR RATING. SEE PARTITION PLAN FOR 2-HR WALL LOCATIONS. ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663, LARR #25646 ·SLIP TRACK UL-2079 CYCLICAL DESIGN ICC-ESR-2012 OSHPD R-0371-FIXED EQUIP. ANCHORED LARR 25344 WHI-495-PSV-1333 UL-R19236 1-1/8" MIN. CLEARANCE 25 GAUGE METAL ANGLE (TYP.) DRYWALL SCREW (2) #8 S.M.S 16" O.C. (MAX.) COMPOSITE DECK OR STRUCTURE ABOVE .145" DIAMETER POWER DRIVEN FASTENER AT 12" O.C. MIN. 1-1/4" MIN. EMBEDMENT 2" x 20 GAUGE STEEL STRAPS OR Z-BARS AT 16" O.C. MAX. CONT. PLATE NOT REQUIRED MIN 4 PCF MINERAL WOOL BATTS FIRMLY PACKED INTO FLUTE STUD WALLS WIDTH VARIES STUD WALLS WIDTH VARIES 1- 1 / 4 " WALL PARALLEL TO FLUTES - 1 HOUR - UL DESIGN NO. HW-D-0001 2 HOUR - UL DESIGN NO. HW-D-0015 WALL PERPENDICULAR TO FLUTES 1 HOUR - UL DESIGN NO. HW-D-0001 2 HOUR - UL DESIGN NO. HW-D-0015 LINE OF ADDITIONAL LAYER OF GYPSUM BOARD EACH SIDE OR TWO HOUR RATING. SEE PARTITION PLAN FOR 2-HR WALL LOCATIONS. EXTEND LAYER OF DRYWALL BETWEEN FLUTES 5/ 8 " MIN 4 PCF MINERAL WOOL BATTS FIRMLY PACKED INTO FLUTE EXISTING STEEL BEAM WITH FIREPROOFING. 3-5/8" MIN. (2) 0.145 PDF @ EA. 'Z' CLIP. (2) #10 S.M.S. @ EA. 'Z' CLIP. 2x2x20 GA. 'Z' CLIP x (FULL LENGTH OF STEEL BEAM, U.O.N.) @ 24" O.C. ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 1- 1 / 4 " 1" M A X . SE P A R A T I O N GA P SLOTTED SLIP TRACK SYSTEMS #8 WAFERHEAD FRAMING SCREWS, TYP. COMPLETELY FILL GAP ABOVE GYP. PANELS. SEAL FULLY WITH HILTI CFS-TTS MD OS OR HILTI CFS-TTS MD600 FIRESTOP CONTINUOUS TOP TRACK SEAL OR APPROVED EQUAL. ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 REPAIR AND RE-SPRAY FIREPROOFING AS REQUIRED TO ENSURE FULL ENVELOPMENT. CONFIRM THICKNESS OF FIREPROOFING MEETS REQUIRED RATING FOR STEEL BM. ASSEMBLY. 1 2" MIN. TYP. 5/8" TYPE 'X' GYP. BRD. ON BOTH SIDES, TYP. ·FIRE RATED UL DESIGN UL2079 - JOINT SYSTEM NO. HW-D-0875 SECOND LAYER OF 5/8" GYP.BD EACH SIDE FOR 2-HR RATED 3" M A X . FI E L D V E R I F Y 2. 5 " M I N . FI E L D V E R I F Y COMPOSITE DECK OR STRUCTURE ABOVE. VERIFY HOURLY FIRE RATING OF FLOOR ASSEMBLY IS EQUAL TO OR GREATER THAN HOURLY FIRE RATING OF WALL ASSEMBLY. *1" MAX. SEPARATION GAP BETW. BOT. OF STEEL FLOOR UNIT AND TOP OF WALL, ALLOWS FOR 50% COMPRESSION OR EXTENSION FROM INSTALLED WIDTH. COMPOSITE DECK ABOVE FOLD OVER WEB OF STUD, ATTACH KICKER TO STRUCTURE ABOVE W/ 3/8" DIA. HILTI KB-TZ EMBEDDED 2" MIN. @ EA. KICKER. METAL STUD SEISMIC BRACING AT 48" O.C. ALTERNATING EACH DIRECTION. REFER TO STUD CHART AND NOTE 1, DETAIL 12/SHEET A-30.0 1-1/8" MIN. CLEARANCE45° ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 ·SLIP TRACK SYSTEM UL-2079 CYCLICAL DESIGN ICC #ESR-2012 OSHPD R-0371-FIXED EQUIP. ANCHORED LARR 25344 WHI-495-PSV-1333 UL-R19236 STUD WALLS WIDTH VARIES 5/ 8 " D E F L E C T I O N GA P EQEQ 1/ 2 " 1- 1 / 8 " COMPOSITE DECK OR STRUCTURE ABOVE (2) #8 S.M.S 16" O.C. (MAX.) .145 DIA. POWER DRIVEN FASTENER AT EA. FLUTE. 1-1/4" MIN. EMBEDMENT 2" x 20 GAUGE X 10" LONG GALVANIZED STEEL STRAPS ATTACHED TO STEEL DECK WITH STEEL FASTENERS OR MASONRY ANCHORS ON EACH SIDE OF THE FLUTE 12" MAX. SLIP TRACK SYSTEMS #8 WAFERHEAD FRAMING SCREWS (TYP.) WALL PERPENDICULAR TO FLUTES TOP OF VERTICAL STUD SEAL FULLY WITH HILTI CP 506 ACOUSTIC SEALANT OR APPROVED EQUAL. WALL PARALLEL TO FLUTES STUD WALLS WIDTH VARIES 5/ 8 " D E F L E C T I O N GA P 1/ 2 " 1- 1 / 8 " COMPOSITE DECK OR STRUCTURE ABOVE .145 DIA. POWER DRIVEN FASTENER AT EA. FLUTE. 1-1/4" MIN. EMBEDMENT SLIP TRACK SYSTEMS #8 WAFERHEAD FRAMING SCREWS (TYP.) TOP OF VERTICAL STUD SEAL FULLY WITH HILTI CP 506 ACOUSTIC SEALANT OR APPROVED EQUAL. NOTE: HEAD DETAIL GIVES A MIN. STC 49 RATING. 5/8 GYP.BD EACH SIDE 4" 4" 5/8 GYP.BD EACH SIDE SOUND INSULATION SOUND INSULATION 3" MIN. SAFB IN CAVITY 3" MIN. SAFB IN CAVITY A-30.1 WALL HEAD DETAILS COMPOSITE DECK AS NOTED 2 4 5 812 14 16 18 19 20 SCALE SCALE SCALE SCALE SCALESCALE SPECIFY SCALE SCALE SCALE SCALE SCALE 3"=1'-0" SPECIFY 7 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 1 HOUR RATED FULL HT. SLIP TRACK 17SCALE 1 AND 2 HR RATED SLIP TRACK AT BEAM NON RATED FULL HT. SLIP TRACK SEISMIC BRACING DETAIL 1-1/2"=1'-0" 10SCALE 13SCALE 3"=1'-0" SPECIFY 1/2" = 1'-0" 3"=1'-0" 15SCALE SPECIFY SPECIFY 11SCALE SPECIFY SPECIFY 3"=1'-0"SPECIFY STC 49 - FULL HT. SLIP TRACK 3"=1'-0" DETAIL @ ONE HOUR RATED TUNNEL NOT USED NOT USED NOT USED NOT USED NOT USEDNOT USED NOT USED NOT USED CHAIN LINK FENCE DETAIL 1ST & 2ND FLOOR 1-1/2"=1'-0"2-HOUR RATED EXTERIOR WALL INFILL B B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 RE F E R T O RC P EXISTING STRUCTURE SUSPENDED CEILING REFER TO R.C.P. FOR SPECIFICATION 2-1/2" x 20 GAUGE METAL STUD KICKERS @ 48" O.C. ATTACH TO STRUCTURE ABOVE WITH 3 8" DIA HILT KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24"O.C 7/8" SHADOW MOLDING 45° 6" 5/8" GYPSUM BOARD TO DECK ABOVE ON ONE SIDE (3) #10 SHEET METAL SCREWS 2-1/2" x 20 GAUGE METAL STUD. ATTACH TO STRUCTURE WITH 3/8" DIA. HILTI KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C. 4'-0" O.C . 2'-0" O . C . MAX. 6" 4'-0"O . C . 4'-0" M A X 8" ·BRACING DETAIL USG OR EQUAL #ESR - 1222, LARR #25764 6 4 2 5 3 VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRE THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET FROM EACH WALL ALL SUPPORT WIRES SHALL BE LOOPED AROUND RUNNERS, JOIST, SCREW EYES, ETC., WITH MINIMUM OF THREE TURNS, THEN TWISTED ABOUT THEMSELVES A MINIMUM OF THREE TIMES, TYPICAL UNLESS OTHERWISE NOTED 1 2 3 7 9 2'-0" O . C . MAX. 6" 4'-0"O . C . 4'-0" M A X 12'-0 " O . C . 8" LINE OF ALL OR END OF SUSPENDED CLG. CONSTRUCTION ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. 1 #12 GAUGE HANGER WIRES SPACED 4'-0" O.C. ALONG 1 1/2" METAL CHANNELS. LOCATE WITHIN 8" OF ENDS OF CHANNEL RUNS. ATTACH WIRE TO COMPOSITE METAL DECK WITH HILTI CEILING CLIP (CC27-ALH27) ICC-ESR-2184. 1-1/2" x 20 GAUGE STEEL CHANNEL AT 4'-0" O.C. PROVIDE 1" CLEARANCE BETWEEN ABUTTING WALLS AND PARTITIONS. AT CHANNEL SPLICES, INTERIOR LOCK FLANGES, OVERLAP ENDS 12" AND SECURE EACH END WITH DOUBLE STRAND 12 GAUGE TIE WIRE 7/8" x 20 GAUGE METAL FURRING CHANNEL WITH 1" CLEARANCE BETWEEN FURRING ENDS AND ABUTTING WALLS AND PARTITIONS. ATTACH FURRING CHANNELS TO A 1-1/2" CHANNEL WITH FURRING CHANNEL CLIPS INSTALLED ON ALTERNATE SIDES AT SPLICES, NEST FURRING CHANNELS WITH AT LEAST 8" OVERLAP AND SECURELY WIRE TIE EACH END WITH DOUBLE STRAND 12 GAUGE TIE WIRE LATERAL SUPPORT WIRES, #12 GAUGE (MIN) SPLAYED IN FOUR DIRECTIONS 90 DEGREES APART. CONNECT TO 1-1/2" STEEL CHANNEL AT 6" MAX. FROM CROSS FURRING CHANNEL TO STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM PLANE OF CEILING. INSTALL LATERAL SUPPORT WIRES AT 12'-0" INTERVALS EACH DIRECTION WITH THE FIRST POINT AT 4'-0" (MAX) FROM EACH WALL.. 5/8" GYPSUM BOARD. ATTACH GYPSUM BOARD TO FURRING CHANNELS WITH #8 SHEET METAL SCREWS AT 6" O.C. VERTICAL COMPRESSION STRUT, STEEL SECTION WITH L/R RATIO OF 200 MAX. ATTACH TO MAIN RUNNERS WITH 1/4" MACHINE BOLTS AND TO STRUCTURE WITH 3/8" DIA. HILTI KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C. 6 5 4 8 STRUT HEIGHT 6'-0" 8'-0"400S162-33 14'-0" METAL STUD SIZE 400S162-33 (2)400S162-33 Double Metal Studs #10 SMS @ 12" O.C Staggered Main runner Furring channel (2) Metal studs per schedule. 3" M A X . Note: L > 14'-0": Provide structural design calculstions METAL STUD COMPRESSION STRUT SCHEDULE SEISMIC DESIGN CATEGORIES D,E AND F. 1. SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D,E, AND F SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM 636 AND CISCA FOR SEISMIC ZONES 3-4 AS MODIFIED BY THE FOLLOWING: 2. A HEAVY DUTY T-BAR GRID SHALL BE USED 3. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2". IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 0.75 ". CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE 4. FOR CEILING AREAS EXCEEDING 1,000 SF HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL APPROXIMATELY EQUAL EXCEPTION: A. RIGID BRACES ARE PERMITTED TO BE USED INSTEAD OF DIAGONAL SPLAY WIRES. BRACES AND ATTACHMENTS TO THE STRUCTURAL SYSTEM ABOVE SHALL BE ADEQUATE TO LIMIT RELATIVE LATERAL DEFLECTIONS AT POINT OF THE ATTACHMENT OF THE CEILING GRID TO LESS THAN O.25" FOR THE LOADS PRESCRIBED IN SECTION 13.3.OF MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES B. FOR CEILING AREAS EXCEEDING 2,500 SF, A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 SF SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT C. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE, OR ADAPTER ROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1" OF THE CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION D. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTION REQUIREMENTS OF ASCE 7-10, SECTION 11A.1.3.9, ITEM 2. E. AS AN ALTERNATE TO PROVIDING LARGE CLEARANCES AROUND SPRINKLER SYSTEM PENETRATIONS THROUGH CEILING SYSTEMS, THE SPRINKLER SYSTEM AND CEILING SYSTEM AND CEILING GRID ARE PERMITTED TO BE DESIGNED AND TIED TOGETHER AS AN INTEGRAL UNIT. SUCH A DESIGN SHALL CONSIDER THE MASS AND FLEXIBILITY OF ALL ELEMENTS INVOLVED, INCLUDING THE CEILING SYSTEM, SPRINKLER SYSTEM, LIGHT FIXTURES AND MECHANICAL (HVAC) APPURTENANCES. SUCH DESIGN SHALL BE PERFORMED BY A REGISTERED DESIGN PROFESSIONAL GENERAL NOTES: 1. LATERAL FORCE MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCTWORK THAT IS NOT PROVIDED WITH BRACING RESTRAINS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL LOAD, WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2. 2. STRUTS OTHER THAN THE ONES LISTED ABOVE MAY BE USED WITH AN EVALUATION REPORT BY I.C.C. OR OTHER NATIONALLY ACCREDITED TESTING LABORATORY. 3. ALL 24" x 48" CEILING LIGHT FIXTURES & 24" x 24" HVAC AIR REGISTERS SHALL BE SUPPORTED BY A MIN. OF (2) TWO HANGERS @ OPPOSITE CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. 4. ALL INTERIOR WALL & CEILING FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH ASTM E 84 SHALL BE FLAME SPREAD CLASS III MIN. 5. SPRINKLER HEADS AND OTHER PENETRATION CLEARANCE MIN. 2" DIA. OPENING OR A SWING JOINT 6. ARMSTRONG ACOUSTICAL CEILING SUSPENSION ICC ESR-1308 4'-0" TYP . 1. VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRE. 2. HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET FROM EACH WALL. VERTICAL STRUT (TYP) STD INSTALLATION PER ASCE SECTION 13.5.6. 2'-0" 2'-0" 2" (MAX) FROM BRACING WIRE TO CROSS RUNNERS. METAL STUD COMPRESSION STRUT PER SCHEDULE 1/4" DIA. MACHINE BOLT ACOUSTICAL CEILING TILES CEILING CLIP ASSEMBLY - HILTI CC-CLIP FASTENED W/.177 DIA. POWER DRIVEN FASTENER DX-KWIK, LARR-25651-ICC ESR-2184, OR APPROVED EQUAL 1-1/2"-3 TIGHT TURNS 12 GA. VERTICAL WIRE SPLAYED BRACE WIRE COMPRESSION STRUT ATTACHMENT DETAILS 12'-0" 45.0° 6'-0" MAX. 6' - 0 " MA X 12 ' - 0 " 8" TYPICAL 12 GA. VERTICAL HANGER WIRE @ 4'-0" O.C. EACH WAY W/ MIN. 3 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE. 12GA. BRACING WIRE W/ MIN. 3 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE TYP. 90 APART @ 12'-0" O.C. EA. WAY. STARTING 6' FROM WALLS 45.0° O.C. CEILING GRID GRID MAIN RUNNER 12 GA. SPLAYED SEISMIC BRACING WIRE. 3 TIGHT TURNS VERTICAL HANGER WIRE ATTACHED TO STRUCTURE WITH 3/8" DIA. HILTI KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C. CEILING CLIP ASSEMBLY - HILTI CC-CLIP FASTENED W/.177 DIA. POWER DRIVEN FASTENER DX-KWIK, LARR-25651-ICC ESR-2184, OR APPROVED EQUAL EMT COMPRESSION STRUT PER SCHEDULE. ENDS FLATTENED AND ATTACHED AS NOTED COMPRESSION STRUT SCHEDULECOMPRESSION STRUT SCHEDULE HEIGHT 3 / 4" EMT METAL STUD OPTION UP TO 5'-0"250TI25-33 (20 GA) 400S137-33 (20 GA) -400S200-33 (20 GA) UP TO 6'-0" UP TO 7'-0" UP TO 10'-0" 1" EMT 1 - 1 / 4" EMT EMT OPTION 250TI25-33 (20 GA) > 10'-0" : Provide structural design calculations. COMPRESSION STRUTS 12' O.C, BOTH DIRECTIONS, STEEL SECTION WITH L/R RATION OF 200 MAX. ATTACH TO MAIN RUNNERS WITH 1/4" MACHINE BOLTS AND TO STRUCTURE WITH 3/8" DIA. HILTI KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. MAY BE STEEL STUD, BLACK IRON, EMT OR WOOD STUD (IN COMBUSTIBLE CONSTRUCTION TYPES ONLY) OR OTHER APPROVED EQUAL. - MAIN RUNNER CROSS RUNNER 8" UN A T T A C H E D W A L L ATTACHED WALL 6 - 10 - #12 AWG STEEL WIRE CONNECTOR USED FOR BOTH GRID SUPPORT AND FIXTURE SUPPORT. ATTACH TO PERMANENT STRUCTURE. TYP. 6 PLACES 2' x 4' FIXTURE SHOWN. DETAIL IS TYPICAL FOR 2' x 2' , 1' x 4' AND MOST OTHER RECESSED TROFFER FIXTURES. TYPICAL OF A VARIETY OF TROFFER FIXTURE SUPPORT WIRE CONNECTION TABS. PROVIDE MIN. 3 COMPLETE TURNS OF WIRE NO MORE THAN 15" LONG (TYP.) #10 TEK SCREWS LOCATED AT OPPOSITE CORNERS OF RUNNERS THRU INTEGRAL FIXTURE SUPPORT TABS - ONE SCREW SHOWN FOR CLARITY. USE OF UL - LISTED ACCESSORY FIXTURE SUPPORT TABS PROVIDED BY FIXTURE MANUFACTURER MAY BE USED IF ACCEPTABLE WITH THE LOCAL CODES. SCREWS SHOULD NOT EXTEND INTO THE BODY OF THE FIXTURE AS THIS MAY DISTORT FIXTURE BODY CREATING LIGHT LEAKAGE. #12 AWG STEEL WIRE CONNECTOR USED FOR BOTH GRID SUPPORT AND FIXTURE SUPPORT. ATTACH TO PERMANENT STRUCTURE. TYP. 6 PLACES 2' x 4' FIXTURE SHOWN. DETAIL IS TYPICAL FOR 2' x 2' , 1' x 4' AND MOST OTHER RECESSED TROFFER FIXTURES. TYPICAL OF A VARIETY OF TROFFER FIXTURE SUPPORT WIRE CONNECTION TABS. PROVIDE MIN. 3 COMPLETE TURNS OF WIRE NO MORE THAN 15" LONG (TYP.) #10 TEK SCREWS LOCATED AT OPPOSITE CORNERS OF RUNNERS THRU INTEGRAL FIXTURE SUPPORT TABS - ONE SCREW SHOWN FOR CLARITY. USE OF UL - LISTED ACCESSORY FIXTURE SUPPORT TABS PROVIDED BY FIXTURE MANUFACTURER MAY BE USED IF ACCEPTABLE WITH THE LOCAL CODES. SCREWS SHOULD NOT EXTEND INTO THE BODY OF THE FIXTURE AS THIS MAY DISTORT FIXTURE BODY CREATING LIGHT LEAKAGE. CROSS TEE TEE-FACE SLEEVE 4-WAY SEISMIC EXPANSION JOINT CLIP FASTENER MAIN TEE HANGER WIRE NEAR TEE END 1" MIN. FIELD CUT MAIN TEE CROSS TEE ONE SIDE OF SPLICE CAP CRIMPED TO ALLOW MOVE MENT ONLY ON OPPOSITE END HANGER WIRE NEAR TEE END 1" MIN. 3 FULL TWIST MIN. T-BAR CEILING (SEE REFLECTED CLG. PLAN) IF APPLICABLE SCREW TIGHTENED THROUGH MAIN RUNNER/CROSS TEE BULB OR WEB 7/8" 8" MAX ·CEILING TILE AND GRID ARMSTRONG ICC-ESR-1308 L.A. RR. #25032 ·SEISMIC WALL CLIP BERC2 OR EQUAL ICC - ESR 1308, LARR #25032 ARMSTRONG 7/8" ANGLE MOLDING ARMSTRONG BERC2 SEISMIC WALL ATTACHMENT CLIP. ARMSTRONG 7/8" ANGLE MOLDING ARMSTRONG BERC2 SEISMIC WALL ATTACHMENT CLIP HANGER WIRE MAIN RUNNER/CROSS TEE 7/8" B B B SECTION VIEW A ISOMETRIC VIEW SCREW TIGHTENED THROUGH MAIN RUNNER/CROSS TEE BULB OR WEB T-BAR CEILING (SEE REFLECTED CLG. PLAN) IF APPLICABLE 3/4" 7/8" ·CEILING TILE AND GRID ARMSTRONG ICC-ESR-1308 L.A. RR. #25032 ·SEISMIC WALL CLIP BERC2 OR EQUAL ICC - ESR 1308, LARR #25032 ARMSTRONG 7/8" ANGLE MOLDING ARMSTRONG BERC2 SEISMIC WALL ATTACHMENT CLIP. ARMSTRONG 7/8" ANGLE MOLDING ARMSTRONG BERC2 SEISMIC WALL ATTACHMENT CLIP HANGER WIRE MAIN RUNNER/CROSS TEE 7/8" B B B SECTION VIEW A ISOMETRIC VIEW LOOSE SLIP SCREW 3 FULL TWIST MIN. LOOSE SLIP SCREW 8" MAX 3/4" A-30.24 6 7 10 13 14 15 16 18 SCALEEXPANSION JOINT SCALE SCALE SCALE SCALE SCALESUSPENDED GYP. BOARD CEILINGSCALE SCALE LIGHT FIXTURE SEISMIC SUPPORT SCALE CEILING DETAILS COMPOSITE DECK 3"=1'-0" 1-1/2=1'-0" 1-1/2"=1'-0" 3"=1'-0" 17SCALE NANOT USED AS NOTED 1-1/2"=1'-0"SUSPENDED CEILING GRID DETAIL8SCALE 1-1/2"=1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 ATTACHED - GRID TO WALL DETAIL 19 20 SCALE SCALE UNATTACHED - GRID TO WALL DETAIL 1ST & 2ND FLOOR 1-1/2"=1'-0"CEILING DETAIL NANOT USED NANOT USEDNANOT USED NANOT USED NANOT USED NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 STUD SIZE BLOCKING SIZE MIL/GA 12"SPACING16"24" 250 11'-0" 362 14'-0" 400 15'-0" 600 19'-6" NON-STRUCTURAL CEILING JOIST SPAN CHART 48" O.C. 10'-0"7'-6" 13'-0"11'-0" 14'-0"12'-0" 18'-0"16'-0" SPAN LIMITS 43/18 48" O.C. 48" O.C. 48" O.C. NOTES: 1. JOISTS ARE DESIGNED TO SUPPORT A CEILING DEAD LOAD OF 10 PSF. 2. CEILING JOIST ARE DESIGNED AS BRACED AT 4'-0" 1-1/2" x 1-1/2"x18GA CONTINUOUS METAL ANGLE W/#10 S.M.S EACH SIDE AT EACH STUD (3) #8 S.M.S FROM JOIST TO STUD METAL STUD CEILING JOIST PER CEILING JOIST SPAN CHART. ATTACH W/3-#8 S.M.S 18 GA CONTINUOUS TRACK W/1-1/2" DEEP LEG W/ (3) #8 S.M.S METAL STUD WALL PER PLAN METAL STUD WALL PER PLAN AB A METAL STUD CEILING JOIST CONNECTION TO METAL STUD B METAL STUD CEILING JOIST CONNECTION TO METAL STUD METAL STUD CEILING JOIST PER CEILING JOIST SPAN CHART. NOTES: 1.IT IS ACCEPTABLE TO USE EITHER DETAIL A OR B FOR CEILING END JOIST CONNECTION. 2.CEILING JOIST NOT DESIGNED TO SUPPORT MECHANICAL UNITS, WATER HEATERS, ETC. 3.PROVIDE 18GA DIAGONAL METAL STUD CONNECTING INTERSECTION PARTITION WALL CORNERS W/ (4) #12 S.M.S EACH END TO WALL TOP TRACK WHERE PARTITION IS NOT FULL HEIGHT. 4.USE 3 8" Ø EXPANSION ANCHORS W/2" EMBEDMENT AT BOTTOM TRACK OF PARTITION WALL WHERE WALL IS NOT BRACED TO DECK ABOVE. BLOCKING 43/18 43/18 43/18 ROUGH OPENING (C) =DOOR WIDTH (A) + 2 1/2" CUT OPENING IN GWB = DOOR WIDTH + 3/8" FREE PIVOTING HINGE CONTINUOUS PERIMETER EPDM GASKET 5 8" GYP. BD. CEILING FEATHER AS REQ. CONCEALED HINGE NOTE: PROVIDE BAUCOPLUS 2 OR EQUAL CONCEALED HINGE ACCESS PANEL. VERIFY SIZE WITH RCP. METAL FRAMING AS REQUIRED. HEMBAR SEALED INSIDE SHADECLOTH IN UP POSITION SHADECLOTH IN DOWN POSITION REMOVABLE CLOSURE (WHITE) 1/2" MIN. 2-1/2" x 20 GAUGE MTL. STUD AT 16" O.C 6" x 20 GAUGE MTL.NSTUD AT 16" O.C REFER TO RCP FOR CEILING HEIGHT EXISTING EXTERIOR WALL MECHOSHADE RFER TO RCP FOR TYP. (E) GLAZING SYSTEM SINGLE CLOSURE MOUNT CONTINUOUS BLOCKING RE F E R T O S P E C . REFER TO SPEC. HEMBAR SEALED INSIDE SHADECLOTH IN UP POSITION SHADECLOTH IN DOWN POSITION REMOVABLE CLOSURE (WHITE) 1/2" MIN. 2-1/2" x 20 GAUGE MTL. STUD AT 16" O.C 6" x 20 GAUGE MTL.NSTUD AT 16" O.C REFER TO RCP FOR CEILING HEIGHT EXISTING EXTERIOR WALL MECHOSHADE RFER TO RCP FOR TYP. (E) GLAZING SYSTEM SINGLE CLOSURE MOUNT CONTINUOUS BLOCKING RE F E R T O S P E C . REFER TO SPEC. CEILING AND MISCELLANEOUS DETAILS A-30.3 1 48 9 10 11 12 13 14 15 16 17 18 19 20 SCALE SPECIFYNOT USED SCALE SPECIFYNOT USED SCALE SPECIFYNOT USED SCALE SPECIFYNOT USED SCALE SPECIFYNOT USED SCALE SPECIFYNOT USED SCALE 3"=1'-0"CONCEALED HINGE ACCESS PANEL SCALE SPECIFYNOT USEDSCALE SPECIFYNOT USEDSCALE SPECIFYNOT USED SCALE SPECIFYNOT USED SCALE SPECIFYNOT USED SCALE SPECIFYNOT USED SCALE SPECIFYNOT USED SCALE SPECIFYNOT USED AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 3SCALE SPECIFYNOT USED 2SCALE 3"=1'-0"MECHOSHADE DETAIL 7SCALE 1ST & 2ND FLOOR 6SCALE 3" - 1'-0"TYPICAL CEILING JOIST SCHEDULE SPECIFYNOT USED NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 A-30.4 GLASS PARTITION DETAILS -COMPOSITE DECK DISCLAIMER: THE AGREEMENT SHALL NOT DEVIATE FROM THESE DETAILS IN ANY WAY WITHOUT WRITTEN APPROVAL FROM SAA. ANY DEVIATION FROM THESE DETAILS SHALL BE THE SOLE RESPONSIBILITY AND LIABILITY OF THE CONTRACTOR. PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 1ST & 2ND FLOOR NOT USED NOT USED NOT USEDNOT USED NOT USED NOT USED NOT USED NOT USED NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 ETCHED TRASH SYMBOL TRASH RECYCLING ETCHED RECYCLE SYMBOL A B 2" DIA. METAL COIN MEDALLION. FINISH U626. 2" DIA. METAL COIN MEDALLION. FINISH U626. SE E E L E V A T I O N 1'-8" FACE OF WALL 1/4" MELAMINE BACK PANEL FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. MELAMINE CABINET INTERIOR PROVIDE CONTINUOUS METAL BACKING BEHIND DRYWALL DOOR PULL AS SPECIFIED EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) 12 -2'-0" MAX. FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1-1/2" FINISHED EDGE DOOR PULL AS SPECIFIED MELAMINE DRAWER INTERIOR FULL EXTENSION DRAWER GLIDES (TYP.) 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 1/4" MELAMINE BACK PANEL EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) TOE KICK TO MATCH FINISHED FACE4" RE F E R T O E L E V A T I O N S PLASTIC LAMINATE INSIDE. 3/4" MELAMINE FINISH SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. LF-4 RECESSED SPECIFIED LIGHT FIXTURE 5/8" THK. LOW IRON GLASS SHELVES KV182 HEAVY DUTY SHELF BRACKET, KV182BP BLK BLACK FINISH OR EQUAL. BLACK HEAVY DUTY LINE RECESSED SLOTTED STANDARD FOR SLAT WALL OR APPROVED EQUAL PROVIDE BLACK MELAMINE BACK PANEL TO CREATE RECESSED METAL STANDARDS AT BACK OF CASEWORK BLACK MELAMINE FINISH AT ALL INSIDE EXPOSED FACES AND EDGES OF CASEWORK CLEAR TEMPERED LOW IRON GLASS DISPLAY CASE GLASS HINGES 6" 1'-5" 6" 1' - 6 " PL 1 6" 5/8" THK. LOW IRON GLASS SHELVES KV182 HEAVY DUTY SHELF BRACKET, KV182BP BLK BLACK FINISH OR EQUAL. CLEAR TEMPERED LOW IRON GLASS DISPLAY CASE GLASS HINGES, BRUSHED CHROME FINISH 5/8" REVEAL, DRMF, BY FRY REGLET. PAINT BLACK. LINE OF CEILING ABOVE 24" EQ U A L EQ U A L PL 1 LF-4 RECESSED SPECIFIED LIGHT FIXTURE BLACK HEAVY DUTY LINE RECESSED SLOTTED STANDARD FOR SLAT WALL OR APPROVED EQUAL MELAMINE CABINET INTERIOR 34 " A F F FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1-1/2" FINISHED EDGE 1/4" MELAMINE BACK PANEL TOE KICK TO MATCH FINISHED FACE DOOR PULL AS SPECIFIED FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES INSTANT- FLOW HOT WATER. REFER TO POWER AND SIGNAL PLAN SPECIFICATION INFORMATION REFER TO ELEVATION FOR BACK SPLASH 4" *CLEAR FLOOR SPACE 30"X48" COMPLYING WITH CBC 2022 SEC 11B-305.7.1 IN FRONT OF SINK TO ALLOW FORWARD APPROACH 6 1 / 2 " M A X SI N K D E P T H *HOT WATER/DRAIN PIPES EXPOSED UNDER SINKS SHALL BE INSULATED TO PROTECT AGAINST CONTACT; NO SHARP OR ABRASIVE SURFACES UNDER SINKS *PER CBC 2022 SECTION 606.1 ACCESSIBLE SINKS 27 " H I G H M I N . K N E E C L E A R A N C E 30 " M I N . W I D E INSULATE ALL EXPOSED PIPES AND HOT SURFACES 8 - 2'-0" MAX. GARBAGE DISPOSAL. REFER TO EQUIPMENT SPECIFICATIONS. FAUCET AND SINK; 61 2" MAX SINK DEPTH, SINKS SHALL BE MOUNTED WITH COUNTER/RIM NO HIGHER THAN 34" AFF. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT FRASPING, PINCHING OR TWISTING OF THE WRIST; REQUIRED FORCED TO ACTIVATE CONTROLS SHALL BE NOT GREATER THAN 5 LBF; APPROVED LEVER TYPE ONLY 34 " M A X . 4" 18" 24" CONTRACTOR TO COORDINATE OPENING FOR SPEAKER. COORDINATE REQUIREMENTS WITH TENANT'S VENDOR. FOR FINISH REF. TO MILLWORK PLAN FINISHED COUNTERTOP OVER 3/4" PLYWOOD SUBSTRATE. COUNTERTOP WITH 3" FINISHED EDGE. ALL CORNERS TO MITERED 1-1/4" X 1-1/4" STEEL ANGLE SUPPORT AT 36" TO 48" ON CENTER SECURED WITH BACK TO BACK STUDS ROUND OFF ANY SHARP EDGES. ACCESSIBLE CASH REGISTER COUNTER, 28" TO 34" HEIGHT AND 36" MIN. WIDTH. 27 " 3" 30 " A F F 11 A-30.4 PROVIDE GROMMETS. ASSUME TO PROVIDE TWO. COLOR TO MATCH SOLID SURFACE. MELAMINE CABINET INTERIOR FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1-1/2" FINISHED EDGE MELAMINE DRAWER INTERIOR 1/4" MELAMINE BACK PANEL DRAWER PULL AS SPECIFIED EXTRA HEAVY DUTY FULL EXTENSION DRAWER GLIDES (TYP.) TOE KICK TO MATCH FINISHED FACE FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES R E F E R T O E L E V A T I O N S REFER TO ELEVATION FOR BACK SPLASH 2-1/2" 7" 7" 4" 2'-0" MAX. DE P E N D O N C A B I N E T HE I G H T . R E F T O E L E V SCHEDULED PULL LINE OF PTN. BEYOND WHERE OCCURS TO MATCH ADJ. SURFACE 6" 1 1 / 2 " SCHEDULED PULL 2" SE E E L E V A T I O N 1'-3" FACE OF WALL 1/4" MELAMINE BACK PANEL FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. MELAMINE CABINET INTERIOR PROVIDE CONTINUOUS METAL BACKING BEHIND DRYWALL DOOR PULL AS SPECIFIED EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) 2'-0" MAX. REFER TO ELEVATION FOR BACK SPLASH PLASTIC LAMINATE COUNTERTOP WITH 1 1/2" FINISHED EDGE 1/4" MELAMINE BACK PANEL RE F E R T O E L E V A T I O N S MELAMINE CABINET INTERIOR RE F E R T O E L E V A T I O N S 4" 12 - 2'-0" MAX. REFER TO ELEVATION FOR BACK SPLASH PLASTIC LAMINATE COUNTERTOP WITH 1 1/2" FINISHED EDGE DOOR PULL AS SPECIFIED 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 1/4" MELAMINE BACK PANEL MELAMINE CABINET INTERIOR EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) TOE KICK TO MATCH FINISHED FACE PER PLAN 2 1/2" 12 - 2'-0" MAX. REFER TO ELEVATION FOR BACK SPLASH PLASTIC LAMINATE COUNTERTOP WITH 1 1/2" FINISHED EDGE DOOR PULL AS SPECIFIED MELAMINE DRAWER INTERIOR FULL EXTENSION DRAWER GLIDES (TYP.) 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 1/4" MELAMINE BACK PANEL EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) TOE KICK TO MATCH FINISHED FACE4" RE F E R T O E L E V A T I O N S 4 E Q U A L D R A W E R S 12 - 2'-0" MAX. 2 1/2" 4" RE F E R T O E L E V A T I O N S FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES DOOR PULL AS SPECIFIED PLASTIC LAMINATE COUNTERTOP WITH 1 1/2" FINISHED EDGE REFER TO ELEVATION FOR BACK SPLASH MELAMINE DRAWER INTERIOR 5/8" MELAMINE BACK PANEL MELAMINE CABINET INTERIOR FULL EXTENSION DRAWER GLIDES (TYP.) TOE KICK TO MATCH FINISHED FACE 12 - 2'-0" MAX. REFER TO ELEVATION FOR BACK SPLASH FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1-1/2" FINISHED EDGE DOOR PULL AS SPECIFIED PLASTIC LAMINATE CABINET INTERIOR FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 1/4" MELAMINE BACK PANEL TRASH CONTAINER BY GENERAL CONTRACTOR 3/4" PLASTIC LAMINATE SLIDE OUT TRASH CONTAINER SHELF WITH ANGLED SIDES ATTACHED TO FRONT W/ 24" DEEP FULL EXTENSION ACCURIDE GLIDES TOE KICK TO MATCH FINISHED FACE 4" RE F E R T O E L E V A T I O N S 2 1/2" LINE OF TOE KICK AT ADJACENT CABINET P.LAMINATE BASE TO MATCH UPPER CABINET SCHEDULED FINISH DOOR FRONTS 2" 1/2" 3/ 8 " 4"4 7 / 8 " 3/ 4 " 6" NOTE: PROVIDE AT ALL BATH ACC., SHELVES, DRAPERY ROD, CHALKBOARDS, TACK BOARDS, SCHEDULE BOARDS, TELEPHONE BACKBOARDS, BASE CABINETS AND FLAT SCREENS TV. 18 GAUGE x 12" WIDE SHEET METAL STRIP ATTACHED W/MIN. 4-#10 SELF-TAPPING SCREW TO EA. STUD. CONNECT TO 3 STUDS MIN., (CONTINUOUS) 20 GAUGE STUD NOTE: PROVIDE AT ALL TYP. HANDRAILS, ELECT. PANEL BOARDS, OVERHANGING CABINETS,BATHROOM SINK W/ LEDGE PROVIDE STEEL SLEEVES AT ALL FASTENERS 3-5/8" x 18 GAUGE STUD PLACED HORIZ. BETWEEN VERT. STUDS BEND STUD FLANGE & RETURN 2"-FASTEN TO STUD W/ 2-#10 SELF-TAPPING SCREWS 20 GAUGE STUDS BOTH SIDES OF BACKING AREA 1. SUBMITTALS. SEE GENERAL REQUIREMENTS SHEETS FOR SCHEDULE OF SUBMITTAL. 2. W.I.C. STANDARDS. COMPLY WITH THE WOODWORK INSTITUTE OF CALIFORNIA "MANUAL OF MILLWORK", LATEST EDITION. a) PROJECT STANDARD SHALL BE: X CUSTOM GRADE PREMIUM GRADE b) FLUSH OVERLAY CONSTRUCTION IS STANDARD, U.O.N. 3. SCRIBE FINISH. SCRIBE ALL CASEWORK AND MILLWORK TO ADJACENT SURFACES, U.O.N. 5. CABINET HARDWARE: 4. GROMMET HOLES. PROVIDE 3" DIAMETER WIRE/CORD MANAGEMENT HOLES AND PLASTIC GROMMETS WITH COVERS AT 48" ON CENTER AT ALL COUNTER TOPS. MILLWORKER'S SHOP DRAWINGS SHOW/ INDICATE THE LOCATION, SIZE AND COLOR ON NEW GROMMETS. WHERE GROMMETS PENETRATE A BASE CABINET WITH ADJUSTABLE SHELVING, THE MILLWORKER SHALL PROVIDE A 3" PLASTIC LINED OPENING IN EACH SHELF. THE MILLWORK WILL NEEDS TO VERIFY THE QUANTITY OF GROMMETS REQUIRED WITH THE DESIGNER DURING BIDDING. DESIGNER SHALL APPROVE GROMMET LOCATION WITH THE MILLWORK SHOP DRAWINGS. 6. ANCHORING AND BACKING. SECURE AND ANCHOR CASEWORK PER NOTES, DETAILS 9 & 10/- AND INDUSTRY STANDARDS. BACKING PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. 7. OPEN CABINETS. WHERE OPEN CABINETS ARE SHOWN, THE ENTIRE CABINET IS CONSIDERED TO BE EXPOSED SPECIFIED PLASTIC LAMINATE FINISH IS TO BE USED THROUGHOUT. 8. CLOSED CABINETS INTERIOR FINISH IS TO BE WHITE "KORTON" INTERIOR SURFACES FOR CABINETS AND SHELVES, U.O.N.. a) COMPLIANCE WITH STANDARDS. INSTALL FINISH HARDWARE COMPLYING WITH ANSI A156.9 "STANDARD FOR CABINET HARDWARE". SUBMITTAL. CABINET HARDWARE IS NOTED BY TYPE AND FINISH ONLY. SUBMIT LIST OF ALL ITEMS FOR APPROVAL PRIOR CONSTRUCTION. b)PROPOSE HARDWARE TO DESIGNER FOR REVIEW AND APPROVAL PRIOR TO ORDERING. c)PULL TYPE 1: BLDG. STD. , VERTICAL AT DOORS AND HORIZONTAL AT DRAWERS. d)TYPICAL HINGES: CONCEALED CASEWORK HINGES, BLDG. STD. FINISH, FULL OVERLAY APPLICATION AND 110 DEGREES OPENING. e)SHELVES STANDARDS: 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. f)DRAWER GLIDES: ACCURIDE FULL EXTENSION. g)SILENCERS: PROVIDE SILENCERS AT ALL CABINET DOORS AND DRAWERS. UPPER CABINET W/ DOOR 1"=1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 MILLWORK DETAILS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1620 SCALE SCALE ACCESSIBLE SINK CABINET SCALE SCALE SCALE SCALE SCALE SCALE SCALESCALE BASE CABINET W/ DOOR SCALE 1"=1'-0"BASE CABINET W/ DRAWERS SCALE SCALE SCALE SCALE PULL OUT TRASH CABINET SCALE BASE CABINET W/ DOOR AND DRAWERS SCALE 1"=1'-0" 1"=1'-0" 1"=1'-0" 1"=1'-0" A-30.5 AS NOTED SCALE 18 N.T.S.MILLWORK NOTES BACKING PLT. SCHEDULE - TYPE 1 1-1/2"=1'-0" BACKING PLT. SCHEDULE - TYPE 2 1-1/2"=1'-0" DETAIL AT FALSE TOE KICK 1-1/2"=1'-0" DETAIL AT UPPER CABINET 1 1/2"=1'-0" DETAIL AT LOWER CABINET 1 1/2"=1'-0" 1ST & 2ND FLOOR BASE CABINET DETAIL 1"=1'-0" BASE CABINET W/ UNDER COUNTER APPLIANCE 1"=1'-0" 1'-0"=1'-0"DRAWER SIGN MEDALLIONSDISPLAY CASE CABINET MAIL SLOT SECTION DETAIL WORK SURFACE DETAIL 1"=1'-0"1"=1'-0" 1"=1'-0" NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 MELAMINE CABINET INTERIOR 1/4" MELAMINE BACK PANEL FACE OF WALL STRIP CABINET LIGHTING REFER REFLECTED CEILING LEGEND FOR SPEC. CONTRACTOR TO VERIFY LENGTHS IN FIELD EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES PROVIDE CONTINUOUS METAL BACKING BEHIND DRYWALL 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. DOOR PULL AS SPECIFIED. SEE DETAIL 5/- SE E E L E V A T I O N 2" 1'-3" RE F E R T O E L E V A T I O N S 4" 6 - 2'-0" MAX. REFER TO ELEVATION FOR BACK SPLASH PLASTIC LAMINATE COUNTERTOP WITH 1 1/2" FINISHED EDGE DOOR PULL AS SPECIFIED 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 1/4" MELAMINE BACK PANEL MELAMINE CABINET INTERIOR EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) TOE KICK TO MATCH FINISHED FACE PER PLAN 2 1/2" 4 E Q U A L D R A W E R S 6 - 2'-0" MAX. 2 1/2" 4" RE F E R T O E L E V A T I O N S FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES DOOR PULL AS SPECIFIED PLASTIC LAMINATE COUNTERTOP WITH 1 1/2" FINISHED EDGE REFER TO ELEVATION FOR BACK SPLASH MELAMINE DRAWER INTERIOR 5/8" MELAMINE BACK PANEL MELAMINE CABINET INTERIOR FULL EXTENSION DRAWER GLIDES (TYP.) TOE KICK TO MATCH FINISHED FACE MELAMINE CABINET INTERIOR 34 " A F F FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1-1/2" FINISHED EDGE 1/4" MELAMINE BACK PANEL TOE KICK TO MATCH FINISHED FACE DOOR PULL AS SPECIFIED FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES INSTANT- FLOW HOT WATER. REFER TO POWER AND SIGNAL PLAN SPECIFICATION INFORMATION REFER TO ELEVATION FOR BACK SPLASH 4" *CLEAR FLOOR SPACE 30"X48" COMPLYING WITH CBC 2022 SEC 11B-305.7.1 IN FRONT OF SINK TO ALLOW FORWARD APPROACH 6 1 / 2 " M A X SI N K D E P T H *HOT WATER/DRAIN PIPES EXPOSED UNDER SINKS SHALL BE INSULATED TO PROTECT AGAINST CONTACT; NO SHARP OR ABRASIVE SURFACES UNDER SINKS *PER CBC 2022 SECTION 606.1 ACCESSIBLE SINKS 27 " H I G H M I N . K N E E C L E A R A N C E 30 " M I N . W I D E INSULATE ALL EXPOSED PIPES AND HOT SURFACES 7 - 2'-0" MAX. GARBAGE DISPOSAL. REFER TO EQUIPMENT SPECIFICATIONS. FAUCET AND SINK; 61 2" MAX SINK DEPTH, SINKS SHALL BE MOUNTED WITH COUNTER/RIM NO HIGHER THAN 34" AFF. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT FRASPING, PINCHING OR TWISTING OF THE WRIST; REQUIRED FORCED TO ACTIVATE CONTROLS SHALL BE NOT GREATER THAN 5 LBF; APPROVED LEVER TYPE ONLY SCHEDULED PULL SCHEDULED PULL LINE OF PTN. BEYOND WHERE OCCURS TO MATCH ADJ. SURFACE 1 1 / 2 " LINE OF TOE KICK AT ADJACENT CABINET P.LAMINATE BASE TO MATCH UPPER CABINET SCHEDULED FINISH DOOR FRONTS 2" 1/2" 3/ 8 " 4"4 7 / 8 " 3/ 4 " 6" 1. SUBMITTALS. SEE GENERAL REQUIREMENTS SHEETS FOR SCHEDULE OF SUBMITTAL. 2. W.I.C. STANDARDS. COMPLY WITH THE WOODWORK INSTITUTE OF CALIFORNIA "MANUAL OF MILLWORK", LATEST EDITION. a) PROJECT STANDARD SHALL BE: X CUSTOM GRADE PREMIUM GRADE b) FLUSH OVERLAY CONSTRUCTION IS STANDARD, U.O.N. 3. SCRIBE FINISH. SCRIBE ALL CASEWORK AND MILLWORK TO ADJACENT SURFACES, U.O.N. 5. CABINET HARDWARE: 4. GROMMET HOLES. PROVIDE 3" DIAMETER WIRE/CORD MANAGEMENT HOLES AND PLASTIC GROMMETS WITH COVERS AT 48" ON CENTER AT ALL COUNTER TOPS. MILLWORKER'S SHOP DRAWINGS SHOW/ INDICATE THE LOCATION, SIZE AND COLOR ON NEW GROMMETS. WHERE GROMMETS PENETRATE A BASE CABINET WITH ADJUSTABLE SHELVING, THE MILLWORKER SHALL PROVIDE A 3" PLASTIC LINED OPENING IN EACH SHELF. THE MILLWORK WILL NEEDS TO VERIFY THE QUANTITY OF GROMMETS REQUIRED WITH THE DESIGNER DURING BIDDING. DESIGNER SHALL APPROVE GROMMET LOCATION WITH THE MILLWORK SHOP DRAWINGS. 6. ANCHORING AND BACKING. SECURE AND ANCHOR CASEWORK PER NOTES, DETAILS 9 & 10/A-30.5 AND INDUSTRY STANDARDS. BACKING PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. 7. OPEN CABINETS. WHERE OPEN CABINETS ARE SHOWN, THE ENTIRE CABINET IS CONSIDERED TO BE EXPOSED SPECIFIED PLASTIC LAMINATE FINISH IS TO BE USED THROUGHOUT. 8. CLOSED CABINETS INTERIOR FINISH IS TO BE WHITE "KORTON" INTERIOR SURFACES FOR CABINETS AND SHELVES, U.O.N.. A) COMPLIANCE WITH STANDARDS. INSTALL FINISH HARDWARE COMPLYING WITH ANSI A156.9 "STANDARD FOR CABINET HARDWARE". SUBMITTAL. CABINET HARDWARE IS NOTED BY TYPE AND FINISH ONLY. SUBMIT LIST OF ALL ITEMS FOR APPROVAL PRIOR CONSTRUCTION. B)PROPOSE HARDWARE TO DESIGNER FOR REVIEW AND APPROVAL PRIOR TO ORDERING. C)PULL TYPE 1: 4" TAB PULL BY DOUG MOCKETT DP3B, SATIN CHROME FINISH. D)TYPICAL HINGES: CONCEALED CASEWORK HINGES, BLDG. STD. FINISH, FULL OVERLAY APPLICATION AND 110 DEGREES OPENING. E)SHELVES STANDARDS: 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. F)DRAWER GLIDES: ACCURIDE FULL EXTENSION. G)SILENCERS: PROVIDE SILENCERS AT ALL CABINET DOORS AND DRAWERS. FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1 1/2" FINISHED EDGE MICROWAVE MICROWAVES REFER TO POWER AND SIGNAL PLAN SPECIFICATION INFORMATION COORDINATE POWER OUTLET W/ MILLWORK RE F E R T O E L E V A T I O N S 1/4" MELAMINE BACK PANEL 4" SE E S P E C I F I C A T I O N S SE E E L E V A T I O N DOOR PULL AS SPECIFIED PLASTIC LAMINATE CABINET INTERIOR FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 1/4" MELAMINE BACK PANEL TRASH CONTAINER BY GENERAL CONTRACTOR TOE KICK TO MATCH FINISHED FACE2 1/2" 3/4" PLASTIC LAMINATE SLIDE OUT TRASH CONTAINER SHELF WITH ANGLED SIDES ATTACHED TO FRONT W/ 24" DEEP FULL EXTENSION ACCURIDE GLIDES MICROWAVE SE E S P E C I F I C A T I O N S EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) DOOR PULL AS SPECIFIED PROVIDE CONTINUOUS METAL BACKING BEHIND DRYWALL MICROWAVES REFER TO POWER AND SIGNAL PLAN SPECIFICATION INFORMATION COORDINATE POWER OUTLET W/ MILLWORK FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1 1/2" FINISHED EDGE 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. MELAMINE CABINET INTERIOR FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 MILLWORK DETAILS WITH TAB PULLS 1 2 3 4 5 6 7 8 10 12 13 14 15 16 19 20 SCALE ACCESSIBLE SINK CABINET SCALE SCALE 1"=1'-0"UPPER CABINET W/ DOOR SCALE SCALE SCALE SCALE SCALESCALE BASE CABINET W/ DOOR 1"=1'-0"BASE CABINET W/ DRAWERSSCALESCALE SCALE SCALE SCALE SCALE SCALE 1"=1'-0" 1"=1'-0"A-30.5A AS NOTED SCALE 18 SCALE 17 N.T.S.MILLWORK NOTES DETAIL AT FALSE TOE KICK 1-1/2"=1'-0" DETAIL AT UPPER CABINET 1 1/2"=1'-0" DETAIL AT LOWER CABINET 1 1/2"=1'-0" 1ST & 2ND FLOOR PULL OUT TRASH CABINET 1"=1'-0" SPECIFYNOT USED SPECIFYNOT USED SPECIFYNOT USED SPECIFYNOT USEDSPECIFYNOT USED SPECIFYNOT USED SPECIFYNOT USED SPECIFYNOT USED 11SCALE SPECIFYNOT USED SPECIFYNOT USED NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 A-30.7 AS NOTED 1SCALE MOVEABLE PARTITIONS AT CLASSROOM #182 AND 183 N.T.S.2SCALE MOVEABLE PARTITIONS 1ST FLOOR MOVEABLE PARTITIONS AT CLASSROOM #185 AND 186 N.T.S. NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 REFLECTED CEILING PLAN LEGEND & KEYNOTES A-4.0 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 1ST & 2ND FLOOR REFLECTED CEILING LEGEND c 3 a b NEW 2x4 CEILING SYSTEM CEILING GRID MANUFACTURER:MATCH EXISTING SIZE:2x4 SERIES:MATCH EXISTING COLOR:MATCH EXISTING CEILING TILE MANUFACTURER:MATCH EXISTING SERIES:MATCH EXISTING SIZE:2x4 COLOR:MATCH EXISTING REFERENCE SHEET A-30.2 FOR SPECIFICATIONS AND REQUIREMENTS. DRYWALL CEILING, HEIGHT IS INDICATED IN BUBBLE IF NOT STANDARD. REFER TO DETAIL A-30.2. CEILING MOUNTED EXIT SIGN. DARK QUADRANT INDICATES FACE. ARROW(S) INDICATE DIRECTION. CEILING MOUNTED SMOKE DETECTOR TIED INTO FIRE LIFE SAFETY SYSTEM. SINGLE POLE LIGHT SWITCH, LETTER DENOTES LIGHT(S) CONTROLLED. THREE WAY SWITCH, LETTER DENOTES LIGHT(S) CONTROLLED. DIMMER SWITCH, LETTER DENOTES LIGHT(S) CONTROLLED. NEW FIXTURE TO BE PROVIDED TO MATCH EXISTING. SEE LIGHT FIXTURE SCHEDULE FOR SPEC. CEILING HEIGHT AS INDICATED. EXISTING 2X4 CEILING GRID AND TILE IS TO REMAIN. THE G.C. IS TO REPLACE ANY BROKEN OR DAMAGED TILES IN THE AREA OF WORK AND IS TO REPLACE ANY DAMAGED BY NEW CONSTRUCTION. BUILDING STANDARD WALL MOUNTED ENERGY SAVING OCCUPANCY SENSOR. BUILDING STANDARD CEILING MOUNTED ENERGY SAVING OCCUPANCY SENSOR. INDICATES NEW LIGHT FIXTURE.N +X'-X" AREA NOT IN CONTRACT (N.I.C.) SD S S D M M NEW TRIMLESS LINEAR DIFFUSER DESIGN CRITERIA NOTES FIRE AND LIFE SAFETY COMPONENTS 1. ALL COMPONENTS SHALL BE WHITE U.O.N. 2. FIRE PULL COMPONENTS SHALL BE RED OR OTHER OTHER ACCORDING TO LOCAL JURISDICTION. 3. ALL STROBES SHALL BE CEILING MOUNTED, U.O.N. MOUNT IN CENTER OF ACOUSTIC CEILING TILES WHERE OCCURS, U.O.N. 4. ALL SPEAKERS SHALL BE FULLY RECESSED CEILING MOUNTED, U.O.N. MOUNT IN CENTER OF ACOUSTIC CEILING TILES WHERE OCCURS, U.O.N. 5. ALL SPRINKLER HEADS SHALL BE FULLY CONCEALED CEILING MOUNTED, U.O.N. MOUNT IN CENTER OF ACOUSTIC CEILING TILES WHERE OCCURS, U.O.N. WHERE BUILDING STANDARD IS SEMI-CONCEALED, HEADS AT GWB CEILINGS SHALL BE FULLY CONCEALED. 6. COMPONENTS SHALL BE MOUNTED WITH CONSISTENT CENTERLINE, U.O.N. GENERAL 1. PROVIDE AND INSTALL PERFORATED CEILING GRILLE PANELS AT ALL ACOUSTIC CEILING MOUNTED SUPPLY AND RETURN LOCATIONS, U.O.N. CONFIRM COLOR OF GRILLE WITH ARCHITECT BEFORE PURCHASE AND INSTALLATION. 4.1 REFLECTED CEILING KEYNOTES EXPOSED CEILING NOTES 1.ALL DUCTS AND DIFFUSERS, DECKING, FIRE PROOFING, CONDUITS AND OTHER DEVICES SHALL BE PAINTED WHITE U.O.N. 2.ALL CONDUITS AND CABLING TO BE RAN W/ RIGHT ANGLES U.O.N. 3.ALL DATA CABLING TO BE RAN IN CABLE TRAYS PAINTED TO MATCH THE CEILING. 4.ALL FRAMING ATTACHED TO CEILING DECKS TO BE PAINTED TO MATCH THE CEILING U.O.N. 2'X4' LED DIRECT/INDIRECT FOCAL POINT AMICA LED FAM2-24-ACR-XX-35K-1C-UNV-XX-G-XX-XX-WH 3500K - LIGHT FIXTURE SCHEDULE MARK SYMBOL FIXTURE TYPE CATALOG NUMBERMANUFACTURER COLOR TEMP REMARKS LF-1 2'X2' LED DIRECT/INDIRECT FOCAL POINT 3500K -LF-2 4" DIA. RECESSED LED DOWNLIGHT LITHONIA LIGHTING EVO6-35/25-MVOLT-GZ1-(E10WCP)3500K -LF-3 CEILING MOUNTED EXIT SIGN EDGE LIT LED LITHONIA LIGHTING LITHONIA LIGHTING: EDGR SERIES - GREEN LETTERS 3500K CLEAR FACE WITH GREEN LETTERS, PROVIDE CEILING MOUNT THROUGHOUT U.O.N, PROVIDE WALL MOUNT AT OPEN CEILING WHERE POSSIBLE.LF-X UNDER CABINET LIGHT ALUZ LIGHTING A8 SERIES LED TAPE A8-ZIGY-STN-CL-XX-NON-DIMMING-35K-DRY-NA-XX PROVIDE SEPARATE SWITCHING, VERIFY EXACT LENGTH IN FIELDLF-4 INDUSTRIAL PENDANT LIGHT FIXTURE 16" ALUMINUM EXT SERIES ALEXT16LX-XX-35K-XX-SC1-CD6-XX-AL16/MWI-TF3-WAG16-PT SEE REFLECTED CEILING PLANS FOR HANGING HEIGHTSLF-5 PROVIDE EXPANSION JOINT EVERY 2500 SQUARE FEET AS REQUIRED THROUGHOUT AREA OF WORK. SEE DETAIL 13/A-30.2. PROVIDE DRYWALL HEADER AT 1" BELOW ADJACENT CEILING. PAINT WHITE, FLAT FINISH.4.2 PROVIDE SOUND BOOTS AT RETURN AIR GRILLES AT ALL PRIVATE OFFICES.4.4 CENTER CEILING TILE AND GRID IN ROOM AS SHOWN.4.3 4.5 PROVIDE EXHAUST FAN AND DIFFUSERS AS REQUIRED AT INDICATED ROOMS. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION. 4.6 PROVIDE 24/7 1.5 TON FOR 1ST FLOOR MDF ROOM AND 1.5 TON FOR 2ND FLOOR IDF ROOM A/C UNITS ON SEPARATE T-STAT. PROVIDE SEPARATE METER AS REQUIRED PER BUILDING STANDARDS. REFER TO ENGINEERING DRAWINGS FOR WASHER/DRYER VENTILATION.4.7 4.8 NOT USED 4.9 PROVIDE AB SWITCHING TO CONTROL LIGHT FIXTURES SEPARATELY. 4.10 PROVIDE SOUND BLANKET OVER CEILING ABOVE FOR ADDITIONAL SOUND ATTENUATION. 4.11 NOT USED. 4.12 PROVIDE CODE REQUIRED DDC CONTROL UPGRADES THROUGHOUT. REFER TO ENGINEERING DRAWINGS. 4.13 ALL DEVICES IN OPEN CEILING SUCH AS EXIT SIGNS, SMOKE DETECTORS, STROBES, ETC TO BE STEM MOUNTED. EXTEND DRYWALL TO DECK ABOVE WHERE REQUIRED. 4.14 REWORK EXISTING HVAC, SWITCHING AND CIRCUITING AS REQUIRED AND REBALANCE THROUGHOUT. 4.15 REWORK EXISTING FIRE SPRINKLERS AS REQUIRED PER NEW LAYOUT. ALL FIRE SPRINKLER HEAD TRIMS TO BE BUILDING STANDARD. AT OPEN CEILING TURN HEADS UP AS REQUIRED PER CODE. 4.16 AT OPEN CEILING AREA CLEAN UP EXISTING DECK TO BE WITHOUT ANY ABANDONED CABLES, WIRE, CONDUITS, ETC. PROVIDE RIGID SPIRAL DUCTS AND ROUND REGISTERS. CONTRACTOR TO FIELD VERIFY CURRENT HVAC DUCT CONDITION AND NOTIFY ARCHITECT IMMEDIATELY FOR ANY CONFLICTS PER NEW LAYOUT. PAINT DECK ABOVE, DUCTS, CONDUITS AND ROUND REGISTERS, FLAT FINISH. ALL DEVICES AT OPEN CEILING SUCH AS EXIT SIGNS, SMOKE DETECTORS, STROBES, ETC TO BE STEM MOUNTED WITH CONDUITS AT RIGHT ANGLES, EXPOSED J-BOX, BOTTOM HEIGHT TO BE AT 10'-5" AFF TYPICAL THROUGHOUT EXPOSED CEILING. ALL RIGID CONDUIT TO BE PAINTED COLOR P-1 OR APPROVED EQUAL. PRICING TO INCLUDE EXTENDING WALL AT OPEN CEILING AREA TO DECK ABOVE. AT BUILDING PERIMETER, EXTEND (1) LAYER OF DRYWALL TO DECK ABOVE, PREPARE TO PAINT. 4.17 REWORK FLEX DUCTS IN AREA OF NEW CEILING GRID. REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION. 4.18 PROVIDE NEW CEILING TILES AT INDICATED LOCATIONS, REFER TO CEILING LEGEND FOR TILE SPEC. PATCH EXISTING GRID AS REQUIRED THROUGHOUT, PROVIDE NEW HVAC GRILLES THROUGHOUT. PROVIDE WALL ANGLE WHERE OCCURS, PROVIDE 7/8" SHADOW MOLDING TYPICAL THROUGHOUT. 3500K 3500K 4.19 PROVIDE NEW HVAC GRILLES THROUGHOUT SCOPE AREA. 4.20 EXISTING CEILING GRID AND TILES TO REMAIN AT INDICATED AREA. CONTRACTOR TO ALLOW 30% TO BE REPLACED. REPLACE ALL DAMAGED TILES WITH NEW. SPEC: ARMSTRONG 2X4 SECOND LOOK DUNE WHITE OR MATCH EXISTING IF DIFFERS. 4.21 PAINT ALL DRYWALL SOFFIT/CEILING P-1 FLAT FINISH, REFER TO FINISH PLANS. 4.22 4.23 NOT USED 4.24 PROVIDE HOUSE AIR AT YRC WAREHOUSE #203. PROVIDE WALL AND CEILING INSULATION AS REQUIRED. AMICA LED FAM2-22-ACR-XX-35K-1C-UNV-XX-G-XX-XX-WH SPECTRUM LIGHTING CONTACT: BRENDA LOWELL, SCI LIGHTING, 949-636-5559, BLOWELL@SCILIGHTS.COM 4.25 PROVIDE (3) DEDICATED CEILING MOUNT RECESSED DUPLEX OUTLETS FOR CEILING MOUNT PROJECTORS. TENANT'S VENDOR TO PROVIDE CEILING MOUNT PROJECTORS IN CEILING, CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT ABOVE PER MANUFACTURE SPECIFICATIONS. SPEC: VIRTRA V-300 FRONT PROJECTION WITHOUT STAGE. 4.26 LIGHTING FIXTURES AND OTHER CEILING MOUNT ELEMENTS IN SCENARIO ROOMS AND WAREHOUSE 203 TO BE HUNG AT +22' AFF TO BOTTOM OF FIXTURE TYPICAL. COORDINATE WITH TENANT ON LIGHT FIXTURE HANGING HEIGHTS OVER CAT WALK AND OPEN BELOW AREA IN FIELD TO PROVIDE GOOD LIGHTING. PROVIDE CEILING INSULATION AS REQUIRED. EXTEND DRYWALL TO DECK ABOVE WHERE REQUIRED. 4.27 SURFACE WALL MOUNT LIGHT FIXTURES AT 9' OC AFF. SEE LF-6 FOR SPECIFICATIONS. WALL SURFACE MOUNTED 4' LED LIGHT FIXTURE METALUX 4'-SWLED-LUMEN-LW-UNV-OPTIONS-L835-CD-1-ULF-6 3500KCOOPER LIGHTING SOLUTIONS SURFACE WALL MOUNTED BELOW CATWALK, INSTALL AT +9" A.F.F. TO CENTER OF LIGHT FIXTUREB LIGHTING FIXTURES AND OTHER CEILING MOUNT ELEMENTS IN MAT TRAINING ROOM TO BE HUNG AT +10' AFF TO BOTTOM OF FIXTURE TYPICAL. PROVIDE CEILING INSULATION AS REQUIRED. EXTEND DRYWALL TO DECK ABOVE WHERE REQUIRED. PROVIDE INSULATION AT DECK ABOVE AS REQUIRED. B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 N +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-10" +7'-9"+6'-8"+6'-11" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 +21'-5" +6'-8" +8'-7"+8'-7" +21'-1" +20'-9" +8'-7" +8'-7" N N N N N N N N NNN N N N N N N +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" A B B.2 B.7 C D D.7 E A-4.0A PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 1ST FLOOR REFLECTED CEILING PLAN 1/8" = 1'-0" MA T C H L I N E SE E S H E E T A - 4 . 0 B MA T C H L I N E SE E S H E E T A - 4 . 0 B SCOPE OF WORK "A" 1ST FLOOR 6 A-21.2 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-2 LF-1 LF-2 LF-1 LF-2 LF-2 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-X LF-2 LF-2 LF-2 LF-2 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-1 LF-1LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1LF-1LF-1LF-1LF-1LF-1LF-1 LF-2 LF-2 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-3 LF-3 LF-3 LF-3 LF-3 CL 4' - 0 " EQ . EQ . 4' - 0 " EQ.EQ. LF-1 YRC DJCO OFFICE 113 LOBBY - NIC 100 VOC TRAINING ROOM 102 COMPUTER LAB 103 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 01 104 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 02 106 HALLWAY 105 EXISTING WALK-IN REF 110 VOCATIONAL TRAINING KITCHEN - STORAGE 109 EXISTING WALK-IN FREEZER 111 HALLWAY 112 YRC CLASSROOM 04 114 YRC CLASSROOM 03 115 YRC CLASSROOM 02 116 YRC CLASSROOM 01 117 HCA PRIVATE OFFICE 01 121 HCA PRIVATE OFFICE 04 118 HCA PRIVATE OFFICE 03 119 HCA PRIVATE OFFICE 02 120 YRC LG OFFICE 02 122 YRC PRIVATE OFFICE 05 123 YRC PRIVATE OFFICE 04 124 YRC PRIVATE OFFICE 03 125 YRC PRIVATE OFFICE 02 126 YRC PRIVATE OFFICE 01 127 YRC PRIVATE OFFICE 06 128 YRC LG OFFICE 01 129 OPEN WORK AREA 140 COPY/PRINT AND STORAGE 130 YRC MEN'S RESTROOM - NIC 131 YRC WOMEN'S RESTROOM - NIC 132 YRC PRIVATE OFFICE 06 134 YRC PRIVATE OFFICE 07 135 YRC PRIVATE OFFICE 08 136 YRC PRIVATE OFFICE 09 137 YRC PRIVATE OFFICE 10 138 YRC CONFERENCE ROOM 01 139 JANITOR - NIC 142 BLDG TELE. ROOM - NIC 143 YRC WOMEN'S RESTROOM - NIC 144 YRC MEN'S RESTROOM - NIC 145 YRC MEN'S LOCKER 146 YRC WOMEN'S LOCKER 148 (N) MEN'S RESTROOM 147 (E) RESTROOM 149 HALLWAY 150 HALLWAY 133 VOCATIONAL TRAINING KITCHEN - B 108 VOCATIONAL TRAINING KITCHEN - A 107 REFLECTED CEILING LEGEND DESIGN CRITERIA NOTES KEY PLAN N REFLECTED CEILING KEYNOTES EXPOSED CEILING NOTES LIGHT FIXTURE SCHEDULE REFER TO SHEET A-4.0 FOR REFLECTED CEILING KEYNOTES. REFER TO SHEET A-4.0 FOR REFLECTED CEILING LEGEND. REFER TO SHEET A-4.0 FOR DESIGN CRITERIA NOTES. REFER TO SHEET A-4.0 FOR EXPOSED CEILING NOTES. REFER TO SHEET A-4.0 FOR LIGHT FIXTURE SCHEDULE. LF-3 LF-3 LF-3 LF-3 LF-3 EQ . EQ . 3'-0"EQ.3'-0"EQ. 4.21 4.21 4.21 EQ . EQ . 3'-0"3'-0"4.21 4.21 4.21 4.21 4.20 4.20 4.20 LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-XLF-X LF-X LF-X LF-X LF-X LF-X A A A A A A A A A A B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B 4.9 4.20 4.9 4.20 4.9 4.20 4.9 4.20 4.9 4.20 4.20 4.20 4.204.204.204.204.204.204.204.20 4.20 4.20 4.20 4.20 4.20 4.20 4.20 4.21 CL CL 4.18 4.18 4.12 4.14 4.17 4.19 THROUGHOUT, U.O.N. 4.20 B B B B B B A A 4.9 4.20 4.9 4.18 B B B A B B B A B B B B B B C C C C C C A A A A A A 4.20 4.20 4.21 4.15 4.20 4.12 4.14 4.17 4.19 THROUGHOUT, U.O.N. 4.15 4.20 4.12 4.14 4.17 4.19 THROUGHOUT, U.O.N. 4.15 4.20 4.12 4.14 4.17 4.19 THROUGHOUT, U.O.N. 4.15 4.20 EXISTING 1-HR. RATED CORRIDOR 141 EXISTING 1-HR. RATED CORRIDOR 101 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +9'-6" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +8'-4" +12'-3" -OPEN N N N N N N N N N N N N N N N N N N N N NN NNN N N +26'-2" +8'-3" +8'-3" +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" N +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-5" +8'-4" +8'-6"+8'-6"+8'-4" +8'-4" +8'-6" +8'-4" +8'-4" +8'-4"+8'-3" +8'-6" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6"+8'-6" +8'-6" +8'-7" +8'-6" N +8'-5" N RATED VESTIBULE 151A A-4.0B PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 1ST FLOOR REFLECTED CEILING PLAN 1/8" = 1'-0" 1ST FLOOR MA T C H L I N E SE E S H E E T A - 4 . 0 A MA T C H L I N E SE E S H E E T A - 4 . 0 A SCOPE OF WORK "B" 2 A-21.0 2 A-21.2 CL CL CL CLCLCLCLCLCL EQ . 10 ' - 0 " TY P . EQ . EQ.10'-0" TYP. EQ. LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-2 LF-2 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2LF-2 LF-2 LF-2 LF-2 LF-1 LF-1 LF-1LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-2 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-2 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-3 LF-1 LF-1 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2CL CL CL CL CL CL CLCLCLCL EQ.10'-0" TYP. EQ. EQ . 10 ' - 0 " TY P . EQ . LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2LF-2LF-2LF-2LF-2LF-2LF-2 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1LF-1 LF-4 LF-4 HALLWAY 151 YRC CONFERENCE ROOM 02 156 YRC RECEPTION 152 YRC ENTRY 153 YRC DROP IN OFFICE 154 YRC WAITING 155 HALLWAY 208 GROUP OFFICE 157 YRC SENSORY OFFICE 158 YRC STAFF BREAK ROOM 159 DCT READY OFFICE 160 TVS MAT STORAGE 162 TVS MAT TRAINING ROOM 01 161 DCT INSTRUCTOR OFFICE 163 TVS ACADEMY OFFICE 174 ACADEMY STORAGE 184 CHANGING ROOM 165 CHANGING ROOM 166 CHANGING ROOM 171 CHANGING ROOM 169 CHANGING ROOM 170 CHANGING ROOM 167 CHANGING ROOM 168 TVS BREAK ROOM 176 TVS LIBRARY 177 TVS FITNESS/ SHOWER/LOCKER 178 MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 HALLWAY 181 CLASSROOM 05 182 CLASSROOM 04 183 CLASSROOM 03 185 CLASSROOM 02 186 TVS DISPLAY 187 MEN'S RESTROOM 189 WOMEN'S RESTROOM 188 TVS RECEPTION 190 TVS ADMIN OFFICE 191 TVS CLASSROOM 01 192 HALLWAY 193 COMPUTER LAB 194 RANGE OFFICE 195 TVS RANGE SIM TRAINING ROOM 03 196HALLWAY 197 TVS SCENARIO TRAINING ROOM 02 198 DROP IN OFFICE 199 DROP IN OFFICE 200 YRC CLASSROOM 204 YRC WAREHOUSE 203 RANGE OFFICE/OPEN WORK/STORAGE 202 WASHER/ DRYER 205 MDF 207 CHANGING ROOM 164 MOTHER'S ROOM 206 STORAGE 185A STORAGE 186A REFLECTED CEILING LEGEND DESIGN CRITERIA NOTES KEY PLAN N REFLECTED CEILING KEYNOTES EXPOSED CEILING NOTES LIGHT FIXTURE SCHEDULE REFER TO SHEET A-4.0 FOR REFLECTED CEILING KEYNOTES. REFER TO SHEET A-4.0 FOR REFLECTED CEILING LEGEND. REFER TO SHEET A-4.0 FOR DESIGN CRITERIA NOTES. REFER TO SHEET A-4.0 FOR EXPOSED CEILING NOTES. REFER TO SHEET A-4.0 FOR LIGHT FIXTURE SCHEDULE. LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-2 LF-2 LF-2 LF-2 LF-3 LF-3 LF-3 LF-3 LF-3 LF-2LF-2LF-2LF-2LF-2LF-2 LF-2LF-2LF-2 LF-2LF-2LF-2 LF-2 LF-3 LF-3 LF-3 A A A A A A A A A A A LF-3 A A A A A A BBBB BBBB BBBB BBBB B BBBBBB B BB BBB BBBBBB BBBBBB BBBBBB BB BB BBBB BBBB BBBB BBB B B B LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-XLF-XLF-XLF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X 4.18 4.18 4.18 4.5 4.7 4.184.18 4.184.4 4.18 4.4 4.18 4.18 4.184.12 4.14 4.17 4.19 THROUGHOUT, U.O.N. 4.1 4.1 4.4 4.4 4.1 4.18 4.4 4.18 4.18 4.4 4.18 4.184.12 4.14 4.17 4.19 THROUGHOUT, U.O.N. 4.184.8 4.4 4.10 4.18 4.3 4.6 4.18 4.18 4.10 4.18 4.10 4.94.18 4.18 4.10 4.18 4.10 4.2 4.1 4.9 4.10 4.18 4.18 4.2 4.10 4.18 4.18 4.2 4.16 4.13 4.14 4.15 4.22 LF-1LF-1LF-1LF-1 LF-3 A LF-3 A LF-3 A 4.1 B 4.9 4.10 4.21 4.1 4.9 4.10 4.18 4.18 4.18 4.4 4.21 4.9 4.10 4.18 LF-2BLF-2B 4.9 4.10 4.18 LF-2 B LF-2 B LF-2 B LF-2 B LF-2 B LF-2 B LF-2 B LF-2 B LF-2 B LF-2 B LF-2 B LF-2 B 4.18 4.2 4.2 4.18 4.18 4.18 4.1 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3LF-3LF-3 LF-3LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3LF-3 LF-3 LF-3 LF-3 LF-3LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 4.18 4'-0" 4.5 4.21 4.5 4.21 4.5 4.21 4.5 4.21 3 A-0.8 GUN LOCKERS 202A ELECT. ROOM 207A LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 A A AA 4.10 A A B B B LF-2 C LF-2 C LF-2 C LF-2 C LF-2 C LF-2 C LF-2 C LF-2 C 4.25 LF-4 OPEN ABOVE SEE A-4.1 2ND FLOOR RCP FOR EXACT LIGHTING LAYOUT. WATER HEATER 179A 4.2 B STORAGE 196A B B 4.14 4.15 4.16 4.24 4.26 4.21 4.18 4.15 4.184.12 4.14 4.17 4.19 THROUGHOUT, U.O.N. 4.15 4.184.12 4.14 4.17 4.19 THROUGHOUT, U.O.N. 4.15 4.134.12 4.184.12 4.14 4.17 4.19 THROUGHOUT, U.O.N. 4.15 LF-2 B B LF-2 LF-2 LF-2 LF-2 LF-2 ACCESSIBLE CHANGING ROOM 175 B CHANGING ROOM 172 CHANGING ROOM 173 EXISTING 1-HR. RATED CORRIDOR 201 4.3 LF-1 LF-1 4.18 B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 1112 13 14 15 16 17 18 19 20 21 2223 24 R R R R R R RR +8'-6" +8'-6" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 +22'-6" -OPEN N N N N N N NN N N N N N N A-4.1 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 2ND FLOOR REFLECTED CEILING PLAN 1/8" = 1'-0" 2ND FLOOR SCOPE OF WORK CL CL CL CLCLCLCLCL 11'-0" TYP.11 ' - 0 " 6'-0" LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1LF-1LF-1 LF-1LF-1LF-1 LF-1LF-1LF-1 LF-1LF-1LF-1 LF-1LF-1 LF-1LF-1 LF-1LF-1 LF-1LF-1LF-1 LF-1LF-1LF-1 LF-1LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2LF-1LF-1LF-1LF-1LF-1LF-1 LF-1 4.1 4.2 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 RATED COMMON CORRIDOR 200 TVS WELLNESS MULTIUSE OFFICE 201 QUIET OFFICE 02 205 PRIVATE OFFICE 203 PRIVATE OFFICE 202 QUIET OFFICE 01 204 2ND FLOOR STAFF BREAK ROOM 206 PRIVATE OFFICE 02 207 PRIVATE OFFICE 01 208 OPEN WORK AREA 209 PRIVATE OFFICE 04 210 PRIVATE OFFICE 06 211 PRIVATE OFFICE 08 213 PRIVATE OFFICE 05 214 PRIVATE OFFICE 03 215 HALLWAY 216 TVS PRINT/COPY 217 TVS ASSIT. DIV. DIRECTOR AM2 OFFICE 218 TVS STORAGE 219 TVS CONFERENCE 01 220 RANGE PRINT 224 TVS PRODUCTION STUDIO/LAB 226 RANGE SUPPLY ROOM 227 RANGE CONFERENCE 228 HALLWAY 230 2ND FLOOR STAFF WOMEN'S RESTROOM 232 2ND FLOOR STAFF MEN'S RESTROOM 231 HALLWAY 236 STORAGE 204A RATED VESTIBULE 200A PRIVATE OFFICE 07 212 TVS SCENARIO TRAINING ROOM 02 198 LF-2 LF-1 LF-1 LF-1 REFLECTED CEILING LEGEND DESIGN CRITERIA NOTES KEY PLAN N REFLECTED CEILING KEYNOTES EXPOSED CEILING NOTES LIGHT FIXTURE SCHEDULE REFER TO SHEET A-4.0 FOR LIGHT FIXTURE SCHEDULE. REFER TO SHEET A-4.0 FOR REFLECTED CEILING KEYNOTES. REFER TO SHEET A-4.0 FOR REFLECTED CEILING LEGEND. REFER TO SHEET A-4.0 FOR DESIGN CRITERIA NOTES. REFER TO SHEET A-4.0 FOR EXPOSED CEILING NOTES. RANGE MASTER OFFICE 03 221 RANGE MASTER OFFICE 02 222 RANGE MASTER OFFICE 01 223 RANGE MASTER OFFICE 04 225 HONOR GUARD OFFICE/ STORAGE 229 BLDG ELECTRICAL ROOM - NIC 233 QUARTER MASTER OFFICE/ STORAGE 234 OFFICE/ STORAGE 235 LF-1 LF-1 LF-1 4.20 4.20 4.204.12 4.14 4.15 4.19 THROUGHOUT, U.O.N. 4.20 4.20 4.4 4.20 4.4 4.20 4.20 4.20 4.4 4.20 LF-1 LF-1 4.4 4.20 4.12 4.14 4.15 4.19 THROUGHOUT, U.O.N. 4.4 4.20 4.4 4.20 4.4 4.20 4.4 4.20 4.4 4.20 4.4 4.20 4.20 4.12 4.14 4.15 4.19 THROUGHOUT, U.O.N. 4.20 4.20 4.20 4.20 4.20 LF-5 LF-5LF-5LF-5LF-5LF-5 LF-5 LF-5LF-5LF-5LF-5LF-5 LF-5 LF-5LF-5LF-5LF-5LF-5 CL 11 ' - 0 " 11 ' - 0 " 11 ' - 0 " 4.20 LF-1 LF-1 LF-1 4.20 4.204.20 4.20 4.20 4.4 4.20 4.12 4.14 4.15 4.19 THROUGHOUT, U.O.N. 4.21 4.21 4.184.9 4.10 4.18 BBAA BBAA BBAA 4.2 4.4 4.4 4.1 4.4 4.1 4.9 4.2 A A A A A A A A B B B B B B BB B LF-4 4.2 IDF 235A HALLWAY 237 K9 MULTIPURPOSE OFFICE 239 TRAINING ROOM 238 STAIR 237A B BDDDD DDDD CCCC A A A LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-X LF-X LF-X LF-X LF-X LF-XLF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X PRIVATE OFFICE 240 PRIVATE OFFICE 241 LF-2 LF-2 4.4 4.20 4.4 4.20 B LF-6 CL A LF-5 LF-5LF-5LF-5LF-5LF-5 CCCC A A LF-5 LF-5 B B EQ.EQ. LF-6 LF-6 LF-6 LF-6 LF-6 LF-6 LF-6 LF-6 CL CL CL CL CL CL E E E E E E LF-5 LF-5 LF-5 B A CL A LF-5 A LF-5 B CL CL CL EQ.EQ. E E E B 4.27 TYP 1' - 6 " 6'-0" 4.3 4.3 4.3 4.6 4.4 4.4 4.4 4.20 4.20 4.12 4.14 4.15 4.20 4.14 4.15 4.16 4.24 4.26 4.134.12 4.9 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 A-5.0 FINISH SCHEDULE, FINISH PLAN LEGEND & KEYNOTES AS NOTED 1.EXISTING WINDOW COVERING TO REMAIN. CONTRACTOR TO VERIFY WORKING CONDITION AND REPAIR REPLACE AS REQUIRED. 2.ALL PAINTED WALL SURFACES TO BE P-1, EGGSHELL FINISH, UNLESS OTHERWISE NOTED. 3.PROVIDE FLOOR BASE B-1 AT WALLS IN SCOPE AREA. STRAIGHT AT CARPET COVE AT VCT. ALL FLOOR BASE IS TO BE CONTINUOUS ROLLS, U.O.N.. 4.ALL PAINT GRADE WOOD TO BE P-1, SEMI-GLOSS FINISH, UNLESS OTHERWISE NOTED. 5.PAINT ALL GYPSUM BOARD CEILING P-1, UNLESS OTHERWISE NOTED. SEE FINISH SCHEDULE FOR SPECIFICATIONS. 6.REDUCERS AND TRIM AT TRANSITIONS TO MATCH ADJACENT CARPET COLOR. GC TO COORDINATE WITH ARCHITECT FOR CLARIFICATION BEFORE PURCHASE. 7.WALL BASE TO MATCH WALL PAINT COLOR U.O.N. 8.STRAIGHT COVE WALL BASE TO BE 4" U.N.O. 9.GLUE TO BE QUICK RELEASE IN NATURE U.N.O. FINISH SHEET NOTES FINISH LEGEND PROVIDE BEVELED STONE THRESHOLD, DALTILE. SEE DETAIL 12/A-10.1. PROVIDE METAL TRANSITION STRIP BETWEEN CARPET AND HARD SURFACE FLOOR. SPEC: SCHLUTER SCHIENE OR APPROVED EQUAL. 5.1 5.2 WALL FINISH TYPE OF FINISH FINISH NUMBER SPECIAL FINISH TYPE OF FINISH FINISH NUMBER XX XX XX XX PATTERN DIRECTION FLOOR BASE TYPE OF FINISH FINISH NUMBER FLOOR FINISH TYPE OF FINISH FINISH NUMBER XX XX XX XX FLOOR TRANSITION PROVIDE 48" HIGH AT 24" AFF BANDING OF 3M WINDOW FILM AT ALL SIDELIGHTS THROUGHOUT U.O.N.5.3 EXISTING FLOORING FINISH TO REMAIN. PATCH FLOORING TO MATCH EXISTING WHERE REQUIRED.5.4 CPT 1 VCT 1 CON 1 FT 1 FINISH KEYNOTES :FIELD PAINT :REFER TO PLANS :DUNN EDWARDS :DEW365 PRECIOUS PEARLS :EGGSHELL AT WALL, SEMI GLOSS AT RESTROOMS, FLAT AT CEILING :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 1 :WALL TILE :REFER TO PLANS :TILEBAR :PARK HILL :WHITE POLISHED, PORCELAIN SIZE: 4"X12" :VERTICAL STACKED :CUSTOM BUILDING PRODUCTS - #544 ROLLING FOG - 1/8" GROUT :REFER TO ELEVATIONS FOR MORE INFORMATION :MATT GOOCH, MGOOCH@TILEBAR.COM, 937.902.1982 :PROVIDE METAL TRANSITION STRIPS AT ALL EXPOSED EDGES. ITEM LOCATION MANUFACTURER STYLE COLOR INSTALLATION GROUT NOTE #1 CONTACT NOTE #2 WT 1 :FIBERGLASS REINFORCED PLASTIC :REFER TO PLANS :MARLITE :INDURO HPL-FACED FRP :FORMICA 928-58 MOUSE - MATTE :INSTALL UP TO 7'-0" A.F.F - REST OF WALL TO CEILING TO BE (P-1) WHITE. :DAN EGBERS, 330.260.7633, DEGBERS@MARLITE.COM AND EMILY DUBAN (FORMICA COORDINATION AND ARCHITECT SAMPLE) EMILY.DUBAN@FORMICA.COM, 949.301.7535 ITEM LOCATION MANUFACTURER STYLE COLOR NOTE CONTACT FRP 1 :CARPET TILE :REFER TO PLANS :J+J FLOORING :FRACTURED PLAID 7587 :EYELET 2875 :24"X24" :PER MANUFACTURER SPECS, ASHLAR :DAN BURTON, DAN.BURTON@JJFLOORING.COM, 949.309.6154 :CONTRACTOR TO PROVIDE MOISTURE TEST OF 1ST FLOOR. PROVIDE J+J NEXUS BACKING AND USE WITH J+J HIGH MOISTURE GLUE WHERE REQUIRED. ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION CONTACT NOTE :VINYL COMPOSITION TILE :REFER TO PLANS :ARMSTRONG :IMPERIAL TEXTURE :51915 CHARCOAL :12X12 :PER MANUFACTURER SPECIFICATIONS ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION LVT 1 :LUXURY VINYL TILE :REFER TO PLANS :J+J FLOORING :TIMELESS V5011 :1062 ESTATE - 20 MIL :9"X48" :STAGGERED :DAN BURTON, DAN.BURTON@JJFLOORING.COM, 949.309.6154 :CONTRACTOR TO PROVIDE MOISTURE TEST OF 1ST FLOOR. PROVIDE HIGH MOISTURE SOLUTIONS PER MANUFACTURER SPECS WHERE REQUIRED. ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION CONTACT NOTE :POLISHED CONCRETE :REFER TO PLANS :PER MANUFACTURER SPECS :REMOVE ALL EXISTING FLOOR ADHESIVES AND POLISHED CONCRETE TO 800 GRIT/SALT AND PEPPER FINISHED. POLISH CONCRETE IS TO BE IMMEDIATELY SEALED THEREAFTER. :NON FLAMMABLE ITEM LOCATION INSTALLATION SPEC FLAMMABILITY :FLOOR TILE :REFER TO PLANS :ARIZONA TILE :FARO :SILVER - MATTE - 24X48 :HORIZONTAL STACKED :REFER TO FLOOR PATTERN FOR DIAGRAM :CUSTOM BUILDING PRODUCTS - #542 GRAYSTONE - 1/8" GROUT :RACHEL NAMMACK, RNAMMACK@ARIZONATILE.COM, 818.439.8509 ITEM LOCATION MANUFACTURER STYLE COLOR INSTALLATION NOTE GROUT CONTACT :RUBBER BASE WITH U.V. PROTECTION :REFER TO PLANS :FLEXCO :071 BLACKBROWN :4" :STRAIGHT AT CARPET, COVED AT HARD FLOORS, CONTINOUS :AVOID SEAMS IN MIDDLE OF WALL AS MUCH AS POSSIBLE ITEM LOCATION MANUFACTURER COLOR SIZE INSTALLATION NOTE B 1 :PLASTIC LAMINATE :MILLWORK-VERTICAL SURFACES :ARBORITE :VEILED GHOSTWOOD - W476EV :VERTICAL GRAIN AT VERTICAL SURFACES ITEM LOCATION MANUFACTURER COLOR NOTE PL 1 :SOLID SURFACE :REFER TO PLANS :ARIZONA TILE DELLA TERRA QUARTZ :HANA SKY :RACHEL NAMMACK, RNAMMACK@ARIZONATILE.COM, 818.439.8509 ITEM LOCATION MANUFACTURER COLOR CONTACT SS 1 :BACKSPLASH :REFER TO PLANS :TILEBAR :VECTOR POLISHED CERAMIC WALL TILE :REVERB ANTRACITA GRAY :4"X8" :HORIZONTAL - STACKED :CUSTOM BUILDING PRODUCTS - #370 DOVE GRAY - 1/8" GROUT :MATT GOOCH, MGOOCH@TILEBAR.COM, 937.902.1982 ITEM LOCATION MANUFACTURER STLE COLOR SIZE INSTALLATION GROUT CONTACT BS 1 1ST & 2ND FLOOR PROVIDE ALTERNATE PRICING TO REPLACE ALL WINDOW SHADES. SPEC: MECHOSHADE MANUAL REGULAR ROLL WITH FASCIA MOUNT INSIDE WINDOW FRAME, FABRIC: MECHOSHADE, EUROTWILL, REVERSIBLE BROKEN TWILL WEAVE, 6450 SERIES (3% OPEN), 6472 LIGHT CHARCOL, FASCIAL: BRONZE OR APPROVED EQUAL TO MATCH EXISTING MULLION COLOR. REFER TO DETAIL 2/A-30.3 FOR MOUNTING. 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 ALTERNATE FINISH KEYNOTES E.1 E.2 E.3 E.4 :ACCENT PAINT :REFER TO PLANS :SHERWIN WILLIAMS :SW 7024 FUNCTIONAL GRAY :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 2 :ACCENT PAINT :REFER TO PLANS :SHERWIN WILLIAMS :SW 6341 RED CENT :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 3 :ACCENT PAINT :REFER TO PLANS :SHERWIN WILLIAMS :SW 6214 UNDERSEAS :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 4 :ACCENT PAINT :REFER TO PLANS :SHERWIN WILLIAMS :SW 7710 BRANDYWINE :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 5 :ACCENT PAINT :REFER TO PLANS :SHERWIN WILLIAMS :SW 6180 OAKMOSS :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 6 :ACCENT PAINT :REFER TO PLANS :DUNN EDWARDS :DET440 RUSSET LEATHER :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 7 :ACCENT PAINT :REFER TO PLANS :DUNN EDWARDS :DEC778 BOXWOOD :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 8 :ACCENT PAINT :REFER TO PLANS :SHERWIN WILLIAMS :SW 7015 REPOSE GRAY :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 9 :ACCENT PAINT :REFER TO PLANS :SHERWIN WILLIAMS :SW 7066 GRAY MATTERS :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 10 :ACCENT PAINT :REFER TO PLANS :DUNN EDWARDS :DE5398 LEMON PUNCH :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 11 :ACCENT PAINT :REFER TO PLANS :SHERWIN WILLIAMS :SW 9141 WATERLOO :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 12 :WALL TILE :REFER TO PLANS :EMSER TILE :CATCH :ICE-GLOSSY :4"X16" :VERTICAL STACKED :CUSTOM BUILDING PRODUCTS - #544 ROLLING FOG - 1/8" GROUT :FULL HEIGHT INSIDE SHOWERS, 4' AFF WITH METAL TRANSITION STRIPS AT WET WALLS IN RESTROOMS. REFER TO ELEVATIONS FOR MORE INFORMATION. :JUANCAMARILLO@EMSER.COM :PROVIDE METAL TRANSITION STRIPS AT ALL EXPOSED EDGES. ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION GROUT NOTE #1 CONTACT NOTE #2 WT 2 :FIBERGLASS REINFORCED PLASTIC :WATER HEATER CLOSET AND WASHER/DRYER :MARLITE :PEBBLED FRP :P100 WHITE :FULL HEIGHT ITEM LOCATION MANUFACTURER STYLE COLOR SIZE FRP 2 CPT 2 :CARPET TILE :REFER TO PLANS :J+J FLOORING :FRACTURED PLAID 7587 :PLUSH 2884 :24"X24" :PER MANUFACTURER SPECS, ASHLAR :DAN BURTON, DAN.BURTON@JJFLOORING.COM, 949.309.6154 :CONTRACTOR TO PROVIDE MOISTURE TEST OF 1ST FLOOR. PROVIDE J+J NEXUS BACKING AND USE WITH J+J HIGH MOISTURE GLUE WHERE REQUIRED. ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION CONTACT NOTE CPT 3 :CARPET TILE :REFER TO PLANS :J+J FLOORING :FUNCTION 7410 :PILASTER 1701 :28"X36" :PER MANUFACTURER SPECS, ASHLAR :DAN BURTON, DAN.BURTON@JJFLOORING.COM, 949.309.6154 :CONTRACTOR TO PROVIDE MOISTURE TEST OF 1ST FLOOR. PROVIDE J+J NEXUS BACKING AND USE WITH J+J HIGH MOISTURE GLUE WHERE REQUIRED. ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION CONTACT NOTE FINISH SCHEDULE LVT 2 :LUXURY VINYL TILE :REFER TO PLANS :J+J FLOORING :TIMELESS V5011 :1060 INHERITANCE - 20 MIL :9"X48" :STAGGERED :DAN BURTON, DAN.BURTON@JJFLOORING.COM, 949.309.6154 :CONTRACTOR TO PROVIDE MOISTURE TEST OF 1ST FLOOR. PROVIDE HIGH MOISTURE SOLUTIONS PER MANUFACTURER SPECS WHERE REQUIRED. ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION CONTACT NOTE LVT 3 :LUXURY VINYL TILE :REFER TO PLANS :J+J FLOORING :CLASSICS II - V5023 :1000 NOTABLE :9"X48" :STAGGERED :DAN BURTON, DAN.BURTON@JJFLOORING.COM, 949.309.6154 :CONTRACTOR TO PROVIDE MOISTURE TEST OF 1ST FLOOR. PROVIDE HIGH MOISTURE SOLUTIONS PER MANUFACTURER SPECS WHERE REQUIRED. ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION CONTACT NOTE LVT 4 :LUXURY VINYL TILE :REFER TO PLANS :J+J FLOORING :SEGMENT - 5MM V5032 :1117 FRAGMENTS :18"X36" :PARQUET :DAN BURTON, DAN.BURTON@JJFLOORING.COM, 949.309.6154 :CONTRACTOR TO PROVIDE MOISTURE TEST OF 1ST FLOOR. PROVIDE HIGH MOISTURE SOLUTIONS PER MANUFACTURER SPECS WHERE REQUIRED. ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION CONTACT NOTE KIN 1 :KINETEX FLOORING :REFER TO PLANS :J+J FLOORING :KINETEX :CATALYST 1841 :MOLECULE 2844 :24"X24" :PER MANUFACTURER SPECS, QUARTER TURN, USE WITH KINETEX ADHESIVE :DAN BURTON, DAN.BURTON@JJFLOORING.COM, 949.309.6154 ITEM LOCATION MANUFACTURER PRODUCT STYLE COLOR SIZE INSTALLATION CONTACT KIN 2 :KINETEX FLOORING :REFER TO PLANS :J+J FLOORING :KINETEX :PROVISION 1831 :APPOINTMENT 2283 :24"X24" :PER MANUFACTURER SPECS, QUARTER TURN, USE WITH KINETEX ADHESIVE :DAN BURTON, DAN.BURTON@JJFLOORING.COM, 949.309.6154 ITEM LOCATION MANUFACTURER PRODUCT STYLE COLOR SIZE INSTALLATION CONTACT FT 2 :FLOOR TILE :REFER TO PLANS :ARIZONA TILE :PIETRA ITALIA :GREY - MATTE 24X48 :HORIZONTAL STACKED :REFER TO FLOOR PATTERN FOR DIAGRAM :CUSTOM BUILDING PRODUCTS - #165 DELOREAN GRAY - 1/8" GROUT :RACHEL NAMMACK, RNAMMACK@ARIZONATILE.COM, 818.439.8509 :SAME STYLE AND COLOR AS ABOVE, BUT SIZE TO BE 2X2 MOSAIC ITEM LOCATION MANUFACTURER STYLE COLOR INSTALLATION NOTE GROUT CONTACT SHOWER FLOOR TILE FT 3 :FLOOR TILE :REFER TO PLANS :ARIZONA TILE :PIETRA ITALIA :GREY - MATTE 2"X2" MOSAIC :HORIZONTAL STACKED :REFER TO FLOOR PATTERN FOR DIAGRAM :CUSTOM BUILDING PRODUCTS - #165 DELOREAN GRAY - 1/8" GROUT :RACHEL NAMMACK, RNAMMACK@ARIZONATILE.COM, 818.439.8509 ITEM LOCATION MANUFACTURER STYLE COLOR INSTALLATION NOTE GROUT CONTACT :PLASTIC LAMINATE :MILLWORK-VERTICAL SURFACES :WILSONART :FAIRCHILD - 8238K-05 :TIMBERGRAIN FINISH :VERTICAL GRAIN AT VERTICAL SURFACES ITEM LOCATION MANUFACTURER COLOR FINISH NOTE PL 2 :PLASTIC LAMINATE :MILLWORK-VERTICAL SURFACES AT LOWER :ARBORITE :BLACK SATIN V7003VR ITEM LOCATION MANUFACTURER COLOR PL 3 :PLASTIC LAMINATE :MILLWORK-VERTICAL SURFACES AT LOCKERS :WILSONART :FRENCH LINEN - 5016-38 :FINE VELVET ITEM LOCATION MANUFACTURER COLOR FINISH PL 4 :SOLID SURFACE :REFER TO PLANS :CAESARSTONE :5810 BLACK TEMPAL ITEM LOCATION MANUFACTURER COLOR SS 2 :SOLID SURFACE :REFER TO PLANS :CAESARSTONE :BLIZZARD - 2141 ITEM LOCATION MANUFACTURER COLOR SS 3 :SOLID SURFACE :REFER TO PLANS :VADARA QUARTZ :AURORA FROST - V741 ITEM LOCATION MANUFACTURER COLOR SS 4 :BACKSPLASH :REFER TO PLANS :EMSER TILE :PAGONI EXTRUDED PORCELAIN :PIANO WHITE GLOSSY W21PAGOPIWH0409P :4"X9" :HORIZONTAL - STACKED :CUSTOM BUILDING PRODUCTS - #642 ASH - 1/8" GROUT :JUANCAMARILLO@EMSER.COM ITEM LOCATION MANUFACTURER STLE COLOR SIZE INSTALLATION GROUT CONTACT BS 2 :BACKSPLASH :REFER TO PLANS :BEDROSIANS :DECORATIVE TILE - CLOE TILE :CLOSE SQUARE DECO LOIRE, DECCLOLOI55G :5"X5" :PER MANUFACTURER SPECS :CUSTOM BUILDING PRODUCTS - #60 CHARCOAL - 1/8" GROUT ITEM LOCATION MANUFACTURER CATEGORY STYLE SIZE INSTALLATION GROUT BS 3 PAINT WALLS AND CEILING P-1 SEMI-GLOSS FINISH AT EXISTING RESTROOMS. EXISTING FIXTURES, WALL TILE, FLOOR TILE AND LIGHT FIXTURES TO REMAIN. EXISTING FLOORING, WALL BASE, WALL FINISH TO REMAIN IN COMMON AREA. PATCH WALL, FLOOR AND WALL BASE TO MATCH EXISTING WHERE AFFECTED BY CONSTRUCTION. NEW COMMON AREA FINISH UPGRADES TO BE COMPLETED UNDER A SEPARATE PERMIT. PROVIDE THRESHOLD PER DOOR SCHEDULE, PROVIDE WEATHER STRIPS AS REQUIRED. PROVIDE RUBBER REDUCER STRIP, COLOR TO MATCH B-1. P-1 UP TO 7' AFF ALIGN WITH FRP-1 ADJACENT, P-1 ABOVE FRP EXTEND TO CEILING ABOVE. EXISTING MIRRORS TO REMAIN, PROTECT DURATION OF CONSTRUCTION, REMOVE EXISTING IN AREA OF DEMO. CONTRACTOR TO VERIFY EXISTING FLOOR TRANSITION STRIP AND REPLACE IF NEEDED TO MATCH EXISTING. PAINT EXISTING DOORS AND FRAMES SPECIFIED ACCENT PAINT. EXISTING CONCRETE FLOOR TO REMAIN. EXISTING STAIR AND FINISH TO REMAIN, PROVIDE NEW PAINT ON WALL, P-1, TOUCH UP PAINT TO MATCH EXISTING ON HANDRAIL IF NEEDED. FLOORING AS PART OF PREFAB CAT WALK SYSTEM UNDER A SEPARATE PERMIT. LIFT FINISH AS PART OF PREFAB LIFT SYSTEM UNDER A SEPARATE PERMIT. PROVIDE ALTERNATE PRICING FOR LVT-1 IN LIEU OF CON-1 AT YRC CORRIDOR. PROVIDE ALTERNATE PRICING FOR KIN-1 IN LIEU OF CON-1 AT YRC CORRIDOR. PROVIDE ALTERNATE PRICING FOR CPT-2 IN LIEU OF KIN-2 AT TVS CLASSROOMS. SDT 1 :STATIC DISSIPATIVE TILE :REFER TO PLANS :ARMSTRONG :EXCELON SDT :51959 COAL :12X12 :PER MANUFACTURER SPECS ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION :FABRIC/UPHOLSTERY :MOVABLE PARTITIONS :MODERCO :WOOLY :SMOKEY MARBLE 117-01 ITEM LOCATION MANUFACTURER PATTERN COLOR UP 1 5.17 EXISTING VCT FLOORING TO REMAIN. :TILE BASE :RESTROOMS AND SHOWERS :TILEBAR :PARK HILL :WHITE POLISHED, PORCELAIN SIZE: 4"X12" :4" HORIZONTAL INSTALL :CUSTOM BUILDING PRODUCTS - #544 ROLLING FOG - 1/8" GROUT :PROVIDE METAL TRIMS AT ALL EXPOSED EDGES ITEM LOCATION MANUFACTURER STYLE COLOR SIZE GROUT NOTE B 2 E.5 ALTERNATE DEDUCT TO KEEP EXISTING EPOXY, EXTEND AND PATCH PER NEW LAYOUT. REPAIR/PATCH THROUGHOUT. EXTEND WALL BASE TO MATCH EXISTING. PRICING SHOULD INCLUDE FLOATING TO REMOVE EXISTING SLOPED FLOOR. E.6 ALTERNATE PRICING FOR EPOXY OVER EXISTING FLOOR TILE, COLOR: TBD. E.7 ALTERNATE PRICING FOR VCT-1 IN LIEU OF LVT-3. B 5.18 TENANT TO PROVIDE AND INSTALL CRASH PADS ON FLOOR AND WALLS IN MAT ROOM. GC TO COORDINATE WITH TENANT ON ANY WALL PREP AND IF PLYWOOD BOARD IS REQUIRED ON WALLS. EXACT SPECS AND LOCATIONS TO BE VERIFIED WITH TENANT. B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 N 5 5.1 6 7 7.9 8 9 10 11 12 134.7 A B B.2 B.7 C D D.7 E YRC DJCO OFFICE 113 LOBBY - NIC 100 VOC TRAINING ROOM 102 COMPUTER LAB 103 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 01 104 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 02 106 HALLWAY 105 EXISTING WALK-IN REF 110 VOCATIONAL TRAINING KITCHEN - STORAGE 109 EXISTING WALK-IN FREEZER 111 HALLWAY 112 YRC CLASSROOM 04 114 YRC CLASSROOM 03 115 YRC CLASSROOM 02 116 YRC CLASSROOM 01 117 HCA PRIVATE OFFICE 01 121 HCA PRIVATE OFFICE 04 118 HCA PRIVATE OFFICE 03 119 HCA PRIVATE OFFICE 02 120 YRC LG OFFICE 02 122 YRC PRIVATE OFFICE 05 123 YRC PRIVATE OFFICE 04 124 YRC PRIVATE OFFICE 03 125 YRC PRIVATE OFFICE 02 126 YRC PRIVATE OFFICE 01 127 YRC PRIVATE OFFICE 06 128 YRC LG OFFICE 01 129 OPEN WORK AREA 140 COPY/PRINT AND STORAGE 130 YRC MEN'S RESTROOM - NIC 131 YRC WOMEN'S RESTROOM - NIC 132 YRC PRIVATE OFFICE 06 134 YRC PRIVATE OFFICE 07 135 YRC PRIVATE OFFICE 08 136 YRC PRIVATE OFFICE 09 137 YRC PRIVATE OFFICE 10 138 YRC CONFERENCE ROOM 01 139 JANITOR - NIC 142 BLDG TELE. ROOM - NIC 143 YRC WOMEN'S RESTROOM - NIC 144 YRC MEN'S RESTROOM - NIC 145 YRC MEN'S LOCKER 146 YRC WOMEN'S LOCKER 148 (N) MEN'S RESTROOM 147 (E) RESTROOM 149 HALLWAY 150 HALLWAY 133 VOCATIONAL TRAINING KITCHEN - B 108 VOCATIONAL TRAINING KITCHEN - A 107 A-5.0A PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 1ST FLOOR FINISH PLAN 1/8" = 1'-0" 1ST FLOOR MA T C H L I N E SE E S H E E T A - 5 . 0 B MA T C H L I N E SE E S H E E T A - 5 . 0 B SCOPE OF WORK "A" 5.1 CON 1 P 1 B 1 P 1 CPT 1 B 1 P 1 B 1 P 1 B 1 P 1 LVT 2 B 1 P 1 CPT 1 B 1 P 1 VCT 1 B 1 5.2 5.2 5.2 SS 1 PL 1 P 1 LVT 1 B 1 P 1 CPT 1 B 1 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 E.1 TYP. E.1 TYP. E.1 TYP.E.1 TYP. E.1 TYP. 8 A-21.2 7 A-21.2 LVT 1 KEY PLAN N FINISH SHEET NOTES FINISH LEGEND FINISH KEYNOTES FINISH SCHEDULE REFER TO SHEET A-5.0 FOR FINISH SCHEDULE. REFER TO SHEET A-5.0 FOR FINISH KEYNOTES. REFER TO SHEET A-5.0 FOR FINISH SHEET NOTES. REFER TO SHEET A-5.0 FOR FINISH LEGEND. 5.5 5.5 5.5 5.5 E.2 E.3 5.2 5.6 CON 1 P 1 B 1 E.2 E.3 P 2 P 2 P 2 P 2 CPT 1 P 2 P 2 P 2 P 2 P 2 CPT 1 P 2 P 2 P 2 5.2 5.6 CPT 2 P 2 P 2 P 2 P 2 P 2 P 2 CPT 1 THROUGHOUT, U.O.N. P 1 LVT 1 B 1 P 1 LVT 1 B 1 P 1 LVT 1 B 1 P 6 CON 1 P 1 B 1 E.2 E.3 P 1 LVT 2 B 1 PL 4 5.1 CON 1 P 1 B 1 E.2 E.3 5.25.2 CON 1 P 1 B 1 E.2 E.3 5.2 5.4P 1 B 1 5.4 SS 2 PL 2 5.2 P 7 5.6 5.2 PL 4 ALTERNATE FINISH KEYNOTES REFER TO SHEET A-5.0 FOR ALTERNATE FINISH KEYNOTES. P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 P 1 B 1 P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 P 4 P 8 P 3 P 4 P 5 5.2 5.2 5.3 5.3 5.3 5.3 5.3 5.3 E.1 B EXISTING 1-HR. RATED CORRIDOR 141 EXISTING 1-HR. RATED CORRIDOR 101 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 X X X X X X XXXXX X X X X 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C X X X N N HALLWAY 151 YRC CONFERENCE ROOM 02 156 YRC RECEPTION 152 YRC ENTRY 153 YRC DROP IN OFFICE 154 YRC WAITING 155 HALLWAY 208 GROUP OFFICE 157 YRC SENSORY OFFICE 158 YRC STAFF BREAK ROOM 159 DCT READY OFFICE 160 TVS MAT STORAGE 162 TVS MAT TRAINING ROOM 01 161 DCT INSTRUCTOR OFFICE 163 TVS ACADEMY OFFICE 174 ACADEMY STORAGE 184 CHANGING ROOM 165 CHANGING ROOM 166 CHANGING ROOM 171 CHANGING ROOM 169 CHANGING ROOM 170 CHANGING ROOM 167 CHANGING ROOM 168 TVS BREAK ROOM 176 TVS LIBRARY 177 TVS FITNESS/ SHOWER/LOCKER 178 MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 HALLWAY 181 CLASSROOM 05 182 CLASSROOM 04 183 CLASSROOM 03 185 CLASSROOM 02 186 TVS DISPLAY 187 MEN'S RESTROOM 189 WOMEN'S RESTROOM 188 TVS RECEPTION 190 TVS ADMIN OFFICE 191 TVS CLASSROOM 01 192 HALLWAY 193 COMPUTER LAB 194 RANGE OFFICE 195 TVS RANGE SIM TRAINING ROOM 03 196 HALLWAY 197 TVS SCENARIO TRAINING ROOM 02 198 DROP IN OFFICE 199 DROP IN OFFICE 200 YRC CLASSROOM 204 YRC WAREHOUSE 203 RANGE OFFICE/OPEN WORK/STORAGE 202 WASHER/ DRYER 205 MDF 207 CHANGING ROOM 164 STORAGE 185A STORAGE 186A A-5.0B PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 1ST FLOOR FINISH PLAN 1/8" = 1'-0" 1ST FLOOR MA T C H L I N E SE E S H E E T A - 5 . 0 A MA T C H L I N E SE E S H E E T A - 5 . 0 A SCOPE OF WORK "B" LVT 3 P 1 B 1 LVT 3 P 1 B 1 5.2 P 1 CPT 2 B 1 5.2 CPT 2 P 1 B 1 P 1 B 1 FRP 2 CON 1 P 1 B 1 P 1 CPT 2 B 1 P 2 LVT 4 B 1 5.2 LVT 4 P 2 B 1 P 1 CPT 1 B 1 5.2 P 1 LVT 1 B 1 SS 2 PL 2 LVT 2 P 1 B 1 SS 1 PL 1 LVT 3 P 1 B 1 SS 1 PL 3 P 9 CPT 2 B 1 5.2 P 1 KIN 2 B 1 VCT 1 P 1 B 1 3 A-21.0 3 A-21.2 4 A-21.0 4 A-21.2 VCT 1 P 1 B 1 VCT 1 P 1 B 1 P 9 CPT 2 B 1 5.25.2 5.2 5.8 PL 1 TYP. AT CHANGING RMS. BS 2 MOTHER'S ROOM 206 VCT 1 P 1 B 1 N FINISH SHEET NOTES FINISH LEGEND FINISH KEYNOTES KEY PLAN REFER TO SHEET A-5.0 FOR FINISH KEYNOTES. REFER TO SHEET A-5.0 FOR FINISH SHEET NOTES. REFER TO SHEET A-5.0 FOR FINISH LEGEND. GUN LOCKERS 202A ELECT. ROOM 207A P 1 LVT 1 B 1 CON 1 P 1 B 1 E.2 E.3 SS 2 PL 2 P 1 5.7 5.7 5.9 FRP 1 P 1 5.9 FRP 1 P 2 B 1 5.8 5.8 5.8 5.4 5.8 CON 1 P 1 B 1 CON 1 P 1 B 1 P 9 5.2 5.2 CPT 3 P 1 B 1 CPT 3 P 1 B 1 5.2 CPT 2 P 9 B 1 5.2 CON 1 P 1 B 1 LVT 3 P 1 B 1 LVT 3 P 1 B 1 P 9 LVT 3 P 1 B 1 P 3 P 4 LVT 3 P 1 B 1 5.1 5.1 P 11 P 11 P 10 B 1 5.4 5.1 5.1 5.11 LVT 3 P 1 B 1 P 9 5.7 5.7 PL 1 PL 3 BS 1 P 9 CPT 2 B 1 5.8 5.8 5.16 CON 1 P 1 B 1 SDT 1 P 1 B 1 CPT 3 P 1 B 1 CON 1 P 1 B 1 CON 1 P 1 B 1 VCT 1 P 4 P 1 KIN 2 B 1 E.4 E.4 P 1 KIN 2 B 1 E.4 P 1 KIN 2 B 1 E.4 P 1 KIN 2 B 1 E.4 P 12 5.2 CPT 2 P 1 B 1 P 9 CPT 2 P 1 B 1 P 1 CPT 2 B 1 5.12 FINISH SCHEDULE REFER TO SHEET A-5.0 FOR FINISH SCHEDULE. ALTERNATE FINISH KEYNOTES REFER TO SHEET A-5.0 FOR ALTERNATE FINISH KEYNOTES. P 1 B 1 VCT 1 P 1 B 1 UP 1 UP 1 P 2 5.17 WATER HEATER 179A SDT 1 P 1 B 1 E.5 B STORAGE 196A VCT 1 P 1 B 15.2 B 5.2 5.2 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.2 5.18 5.18 5.18 B B 5.2 B CHANGING ROOM 172 CHANGING ROOM 173 ACCESSIBLE CHANGING ROOM 175 RATED VESTIBULE 151A EXISTING 1-HR. RATED CORRIDOR 201 PL 1 PL 1 B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 1112 13 14 15 16 17 18 19 20 21 2223 24 R R R R R R RR 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 R R R R R R RR OPEN BELOW OPEN BELOW A-5.1 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 2ND FLOOR FINISH PLAN 1/8" = 1'-0" 2ND FLOOR SCOPE OF WORK SS 1 PL 1 SS 1 PL 1 PL 1 SS 3 PL 3 TVS WELLNESS MULTIUSE OFFICE 201 QUIET OFFICE 02 205 PRIVATE OFFICE 203 PRIVATE OFFICE 202 QUIET OFFICE 01 204 2ND FLOOR STAFF BREAK ROOM 206 PRIVATE OFFICE 02 207 PRIVATE OFFICE 01 208 OPEN WORK AREA 209 PRIVATE OFFICE 04 210 PRIVATE OFFICE 06 211 PRIVATE OFFICE 05 214 PRIVATE OFFICE 03 215 HALLWAY 216 TVS PRINT/COPY 217 TVS ASSIT. DIV. DIRECTOR AM2 OFFICE 218 TVS STORAGE 219 TVS CONFERENCE 01 220 RANGE PRINT 224 TVS PRODUCTION STUDIO/LAB 226 RANGE SUPPLY ROOM 227 RANGE CONFERENCE 228 HALLWAY 230 2ND FLOOR STAFF WOMEN'S RESTROOM 232 2ND FLOOR STAFF MEN'S RESTROOM 231 HALLWAY 236 STORAGE 204A PRIVATE OFFICE 07 212 TVS SCENARIO TRAINING ROOM 02 198 N FINISH SHEET NOTES FINISH LEGEND FINISH KEYNOTES KEY PLAN REFER TO SHEET A-5.0 FOR FINISH KEYNOTES. REFER TO SHEET A-5.0 FOR FINISH SHEET NOTES. REFER TO SHEET A-5.0 FOR FINISH LEGEND. RANGE MASTER OFFICE 03 221 RANGE MASTER OFFICE 02 222 RANGE MASTER OFFICE 01 223 RANGE MASTER OFFICE 04 225 HONOR GUARD OFFICE/ STORAGE 229 BLDG ELECTRICAL ROOM - NIC 233 QUARTER MASTER OFFICE/ STORAGE 234 OFFICE/ STORAGE 235 IDF 235A HALLWAY 237 K9 MULTIPURPOSE OFFICE 239 TRAINING ROOM 238 STAIR 237A P 1 LVT 3 B 1BS 3 CPT 1 5.2 CPT 1 5.2 VCT 1 P 9 LVT 3 B 1 LVT 3 CPT 1 CPT 1 5.2 5.2 5.2 5.6 P 1 LVT 3 B 1 5.2 P 1 B 1 5.13 P 1 B 1 5.13 P 1 B 1 5.13 5.14 5.15 P 1 5.15 5.16 P 1 LVT 3 B 1 P 1 CPT 2 B 1 5.2 P 1 CPT 3 B 1 THROUGHOUT, U.O.N. CPT 3 P 1 CPT 3 5.2 5.2 5.2 CPT 3 PRIVATE OFFICE 08 213 VCT 1 B 1 CPT 3 P 9 VCT 1 B 1 P 1 5.2 5.2 SDT 1 B 1 P 1 VCT 1 B 1 P 1 5.2 CPT 2 VCT 1 CPT 2 VCT 1 5.2 5.2 CPT 2 5.2 CPT 2 B 1 P 1 5.2 LVT 3 LVT 1 B 1 P 10 5.5 5.5 5.11 5.13 5.14 FINISH SCHEDULE REFER TO SHEET A-5.0 FOR FINISH SCHEDULE. ALTERNATE FINISH KEYNOTES REFER TO SHEET A-5.0 FOR ALTERNATE FINISH KEYNOTES. P 1 P 1 CPT 3 B 1P 1 CPT 3 B 1 P 1 CPT 3 B 1 P 1 B 1 P 1 CPT 3 B 1 P 1 CPT 3 B 1 P 1 CPT 3 B 1 P 1 B 1 P 1 B 1 P 1 B 1 P 1 B 1 P 1 B 1 P 1 B 1 P 1 B 1 B 1 P 1 B 1 CPT 2 P 1 B 1 P 1 B 1 CPT 2 P 1 B 1 CPT 2 P 1 B 1 P 1 B 1 P 1 B 1 P 1 B 1 P 1 B 1 P 1 B 1 PRIVATE OFFICE 240 PRIVATE OFFICE 241 P 1 CPT 3 B 1 P 1 CPT 3 B 1 E.6 E.6 E.7 B B B 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 B RATED COMMON CORRIDOR 200 RATED VESTIBULE 200A PL 1 B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S1.1.1 GENERAL NOTES Expires 9/30/25 04.03.2024 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 ANCHORS IN CONCRETE: ANCHORS IN MASONRY: CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S1.1 GENERAL NOTES Expires 9/30/25 04.03.2024 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S1.2 TYPICAL FOUNDATION DETAILS Expires 9/30/25 04.03.2024 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S1.3.1 TYPICAL STEEL DETAILS Expires 9/30/25 04.03.2024 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S1.3.2 TYPICAL OPENING DETAILS Expires 9/30/25 04.03.2024 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S1.3 TYPICAL STEEL DETAILS Expires 9/30/25 04.03.2024 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S1.4 TYPICAL INTERIOR METAL STUD DETAILS Expires 9/30/25 04.03.2024 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S2.1A FIRST FLOOR FOUNDATION PLAN Expires 9/30/25 04.03.2024 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 X X X X X X X X X X X X X X X XXXXXXXXXXX X X X X X X X X X X X X X X X CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S2.1B FIRST FLOOR FOUNDATION PLAN Expires 9/30/25 04.03.2024 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 GF I CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S2.2A SECOND FLOOR FRAMING PLAN Expires 9/30/25 04.03.2024 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S2.2B SECOND FLOOR FRAMING PLAN Expires 9/30/25 04.03.2024 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S2.3A ROOF FRAMING PLAN Expires 9/30/25 04.03.2024 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S2.3B ROOF FRAMING PLAN Expires 9/30/25 04.03.2024 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S3.1.1 SECTIONS AND DETAILS Expires 9/30/25 04.03.2024 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S3.1 SECTIONS AND DETAILS Expires 9/30/25 04.03.2024 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024         !"##  $% &'(  #   )))# &'(  #         !"*!"            +(), '''' $( '!     -.('(!!  /( (0( 1   23' (1( '(  /( ' $( '!! Expires 9/30/25 2.15.2024 April 3,2024 Expires 9/30/25 04.03.2024 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024                                                            !"#    $  $   %      &   ' ( ") *     $   $ (#"+ ,""-.      $$  & (#"+ ,""-.      &$  / (#"+ ,""-.      /  0 (#"+ ,""-.      0  ' 1".       '    1".  %         1".         / 1".2." ,""    0  ' 1".34 5" ,""      / 1".  %      0  '    Concrete Opening Design P1.120 to P1.132 DELTA B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.1 Load Criteria and Seismic Parameters P1.1 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024                !" #  $$  %& ' ( #)( $ *++,-.-/ '  01 2 / '/    $   %32    4 2  +2&       5 % /  &  P1.2P1.2 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024               !   "#  $%" &'(()*   +, - . /    0 &  "%-    1 -  )-#       2 3 "4   1  +""  5 " /  +*+6 ,*  + #3 *0/7 "8 , 9*00: #  P1.3P1.3 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024                       !"  #$   !  #% & !'  (") * +   !! P1.4P1.4 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 ASCE Hazards Report Address: 1700 E Saint Andrew Pl Santa Ana, California 92705 Standard:ASCE/SEI 7-16 Latitude:33.721532 Risk Category:II Longitude:-117.845189 Soil Class:D - Default (see Section 11.4.3) Elevation:79.4535947669244 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Thu Feb 01 2024 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3https://ascehazardtool.org/Thu Feb 01 2024 P1.5P1.5 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 SS : 1.272 S1 : 0.455 F a : 1.2 F v : N/A SMS : 1.527 SM1 : N/A SDS : 1.018 SD1 : N/A T L : 8 PGA : 0.536 PGA M : 0.643 F PGA : 1.2 Ie : 1 C v : 1.354 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Thu Feb 01 2024 Page 2 of 3https://ascehazardtool.org/Thu Feb 01 2024 P1.6P1.6 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Rain Results: Data Source: Date Accessed: 15-minute Precipitation Intensity: 2.63 in./h 60-minute Precipitation Intensity: 1.27 in./h NOAA National Weather Service, Precipitation Frequency Data Server, Atlas 14 (https://www.nws.noaa.gov/oh/hdsc/) Thu Feb 01 2024 The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. 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' ($?A? #, *  -."/$ 01234%563728129 $:$/  ;87;76%563728129 #, *   ! 5    (  #, *  #, *  ! 23) 4'5 !<?! (5 6 /$0+$/ 5    ( P1.8P1.8 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 -."    /$ 01234.607;129    ,      <% " " "  +$A$+ 4:$$A$  23) 4'5 !,0' (5 6   # @   1A$+ 4: $$0BA?$0  5 1B/C 5 (1B/C5 1B/D& 1B/ & (!'(&'  5 23) 4'5 !,0' (5 6    @  5(  )$+ 4:$$A$  5 '23) 4'5 !,0' (5 6    @  5  -." %-%  " "                           70+$  )<?/A +   "*          !   23) 4'5 !)' ( 6 P1.9P1.9 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 $ +)  :$/$ 01234  ;87;91!1"     ,   .. $% "  "- % " -0E $0 *0   * > F1G    &FG &  4=+$3   " " .!"/$ 0123." ;87;129      H  H&. (  H&5 5 5  H5 &5 5   " " .!""!!./$ 0123." ;87;169     = $) 1 $) > IBJA$ FG  55FK G 7AB A$ FG  K5F5 G H 5 ( 5   H L 5  ( 5 '  H5 ( ( 5(  H(5(  ( 5&  FG FG P1.10P1.10 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.11 Base Shear P1.11 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024             !"# $ %# & '()& '() *+, -  +.#*+, -  +.# * (  $#* (  $#      )(./ ,0&  !"# $ %#  1# 2( 1# 2(  2 1  31 4 56%+ 57 1 4 56%+ 57 1 4 5 14 5 1 86& 1 86& 1 9  2 1 9  3 1 *   +.#*   +.# * 2  $#*  $#                  1 P1.12P1.12 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.13 Gravity Design P1.13 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.14 (N) B1 Roof framing key plan: (N) B1 (N) B1 (N) B2 (N) B2 B3 28ft28ft28ft 28 f t B4 B5 23-12434Saint Andrew 2-16-2024 LR P1.14 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Project: Location: Client: Job No: Date: Engineer: P1.15 (N)B1 RDL= weight of RTU7/3 (since we are adding 3 beams) = 10328lbs /3 = 3443lbs New weight of 4" concrete= [4in x 150pcf /12 x (299in/12) x (99in/12)] /3 = 3425lbs **See Enercalc output next for full report 28' (N)B2 RDL= weight of RTU8/2 (since we are adding 3 beams) = 10000lbs /2 = 5000lbs New weight of 4" concrete= [4in x 150pcf /12 x (275in/12) x (99in/12)] /2 = 4726lbs **See Enercalc output next for full report 28' 23-12434Saint Andrew 2-16-2024 LR B3 DL= 12psf LL= 20psf (E) loads: DL= 12 psf LL= 20 psf Trib=28'/2+28'/2= 28 ft (N) loads: Reaction from (N) B1, RDL= 3699lbs **See Enercalc output next for full report 28' (N) B1 and (N) B2 will only be taking new loads from RTUs since (E) beams are taking (E) loads. 3443lbs 3425lbs 3669lbs B4 DL= 12psf LL= 20psf(E) loads: DL= 12 psf LL= 20 psf Trib=5.6'/2+5.6'/2= 5.6 ft (N) loads: Weight of RTU8/2 = 9106lbs/2 = 4553lbs **See Enercalc output next for full report 28' 4553lbs 5000lbs 4726lbs B5 DL= 12psf LL= 20psf (E) loads: DL= 12 psf LL= 20 psf Trib=28'/2+28'/2= 28 ft (N) loads: Reaction from (N) B2, RDL= 5172lbs **See Enercalc output next for full report 28' 3669lbs P1.15 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(N)B1 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Load(s) for Span Number 1 Point Load : D = 3.443 k @ 14.0 ft, (Weight of RTU7) Point Load : D = 3.425 k @ 14.0 ft, ((N) weight of concrete) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.755 : 1 Load Combination +1.40D Span # where maximum occurs Span # 1 5.179 k Mn * Phi : Allowable 92.625 k-ft Vn * Phi : Allowable W12x19Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.40D 86.010 k Section used for this span W12x19 Mu : Applied Maximum Shear Stress Ratio =0.060 : 1 0.000 ft 69.908 k-ft Vu : Applied 0 <360 222 Ratio =0 <180 Maximum Deflection Max Downward Transient Deflection 0 in 0Ratio =<360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 1.516 in Ratio =>=180 Max Upward Total Deflection 0 in n/a n/a Span: 1 : D Only n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 28.00 ft 1 0.755 0.060 69.91 69.91 102.92 92.63 1.00 1.00 5.18 86.01 86.01 +1.20D Dsgn. L = 28.00 ft 1 0.647 0.052 59.92 59.92 102.92 92.63 1.00 1.00 4.44 86.01 86.01 +0.90D Dsgn. L = 28.00 ft 1 0.485 0.039 44.94 44.94 102.92 92.63 1.00 1.00 3.33 86.01 86.01 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections D Only 1 1.5157 14.080 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 3.699 3.699 Max Upward from Load Combinations 2.220 2.220 Max Upward from Load Cases 3.699 3.699 D Only 3.699 3.699 +0.60D 2.220 2.220 P1.16P1.16 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) W beam Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :36.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Uniform Load : D = 0.0120, L = 0.020 ksf, Tributary Width = 28.0 ft, ((E) Dead and Live Loads) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.735 : 1 Load Combination +1.20D+1.60L Span # where maximum occurs Span # 1 18.820 k Mn * Phi : Allowable 179.550 k-ft Vn * Phi : Allowable W18x35Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+1.60L 114.696 k Section used for this span W18x35 Mu : Applied Maximum Shear Stress Ratio =0.164 : 1 0.000 ft 132.032 k-ft Vu : Applied 0 <360 382 Ratio =0 <180 Maximum Deflection Max Downward Transient Deflection 0.530 in 634Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.882 in Ratio =>=180 Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 28.06 ft 1 0.285 0.064 51.14 51.14 199.50 179.55 1.00 1.00 7.29 114.70 114.70 +1.20D+1.60L Dsgn. L = 28.06 ft 1 0.735 0.164 132.03 132.03 199.50 179.55 1.00 1.00 18.82 114.70 114.70 +1.20D+0.50L Dsgn. L = 28.06 ft 1 0.398 0.089 71.39 71.39 199.50 179.55 1.00 1.00 10.18 114.70 114.70 +1.20D Dsgn. L = 28.06 ft 1 0.244 0.054 43.83 43.83 199.50 179.55 1.00 1.00 6.25 114.70 114.70 +0.90D Dsgn. L = 28.06 ft 1 0.183 0.041 32.87 32.87 199.50 179.55 1.00 1.00 4.69 114.70 114.70 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.8824 14.111 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 13.064 13.064 Max Upward from Load Combinations 13.064 13.064 Max Upward from Load Cases 7.858 7.858 D Only 5.206 5.206 +D+L 13.064 13.064 P1.17 B3 P1.17 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) W beam Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS +D+0.750L 11.100 11.100 +0.60D 3.124 3.124 L Only 7.858 7.858 P1.18P1.18 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) W beam with (E)+(N) Loads Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :36.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Uniform Load : D = 0.0120, L = 0.020 ksf, Tributary Width = 28.0 ft, ((E) Dead and Live Loads) Point Load : D = 3.699 k @ 14.0 ft, (From (N)B1) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.908 : 1 Load Combination +1.20D+1.60L Span # where maximum occurs Span # 1 21.044 k Mn * Phi : Allowable 179.550 k-ft Vn * Phi : Allowable W18x35Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+1.60L 114.696 k Section used for this span W18x35 Mu : Applied Maximum Shear Stress Ratio =0.183 : 1 0.000 ft 163.104 k-ft Vu : Applied 0 <360 311 Ratio =0 <180 Maximum Deflection Max Downward Transient Deflection 0.530 in 634Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 1.082 in Ratio =>=180 Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 28.06 ft 1 0.487 0.086 87.39 87.39 199.50 179.55 1.00 1.00 9.88 114.70 114.70 +1.20D+1.60L Dsgn. L = 28.06 ft 1 0.908 0.183 163.10 163.10 199.50 179.55 1.00 1.00 21.04 114.70 114.70 +1.20D+0.50L Dsgn. L = 28.06 ft 1 0.571 0.108 102.47 102.47 199.50 179.55 1.00 1.00 12.40 114.70 114.70 +1.20D Dsgn. L = 28.06 ft 1 0.417 0.074 74.90 74.90 199.50 179.55 1.00 1.00 8.47 114.70 114.70 +0.90D Dsgn. L = 28.06 ft 1 0.313 0.055 56.18 56.18 199.50 179.55 1.00 1.00 6.35 114.70 114.70 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 1.0823 14.031 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 14.918 14.909 Max Upward from Load Combinations 14.918 14.909 Max Upward from Load Cases 7.858 7.858 P1.19 DCR close to 1, We use retrofit B3 P1.19 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) W beam with (E)+(N) Loads Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS D Only 7.060 7.052 +D+L 14.918 14.909 +D+0.750L 12.953 12.945 +0.60D 4.236 4.231 L Only 7.858 7.858 P1.20P1.20 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) W beam with (E)+(N) Loads ASD Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Allowable Strength Design Fy : Steel Yield :36.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Uniform Load : D = 0.0120, L = 0.020 ksf, Tributary Width = 28.0 ft, ((E) Dead and Live Loads) Point Load : D = 3.699 k @ 14.0 ft, (From (N)B1) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.984 : 1 Load Combination +D+L Span # where maximum occurs Span # 1 14.918 k Mn / Omega : Allowable 119.461 k-ft Vn/Omega : Allowable W18x35Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +D+L 76.464 k Section used for this span W18x35 Ma : Applied Maximum Shear Stress Ratio =0.195 : 1 0.000 ft 117.545 k-ft Va : Applied 0 <360 311 Ratio =0 <180 Maximum Deflection Max Downward Transient Deflection 0.530 in 634Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 1.082 in Ratio =>=180 Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length D Only Dsgn. L = 28.06 ft 1 0.523 0.092 62.42 62.42 199.50 119.46 1.00 1.00 7.06 114.70 76.46 +D+L Dsgn. L = 28.06 ft 1 0.984 0.195 117.54 117.54 199.50 119.46 1.00 1.00 14.92 114.70 76.46 +D+0.750L Dsgn. L = 28.06 ft 1 0.869 0.169 103.76 103.76 199.50 119.46 1.00 1.00 12.95 114.70 76.46 +0.60D Dsgn. L = 28.06 ft 1 0.314 0.055 37.45 37.45 199.50 119.46 1.00 1.00 4.24 114.70 76.46 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 1.0823 14.031 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 14.918 14.909 Max Upward from Load Combinations 14.918 14.909 Max Upward from Load Cases 7.858 7.858 D Only 7.060 7.052 +D+L 14.918 14.909 P1.21 Service moment is needed for deflection calculations. B3 P1.21 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) W beam with (E)+(N) Loads ASD Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS +D+0.750L 12.953 12.945 +0.60D 4.236 4.231 L Only 7.858 7.858 P1.22P1.22 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.23 Retrofit Design We will be retrofitting (E)W18x35 and (E)W18x40 Moment: Mu=φ x Fy x Z 163.104 k-ft = 0.9 x 36ksi x Z Z=5.03in3 Deflection: Ms = WL2/8 117.545k-ft = W x 28'2/8 W =1.2k/ft We need to find I: Deflection= 5WL4/384EI = L/360 5 x 1.2k/ft x1000/12 x (28x12)4 / (384 x 29,000 ksi x1000 x I) = 28' x12 /360 I=613.14in4 The retrofit will have a higher value of Z and I calculated, use (N)WT8x25. (See next page for new combined shape properties) 00 23-12434Saint Andrew 2-16-2024 LR P1.23 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024           !"#!"$% !"& '! (' )*+#(*,-+&.&/,&,0 1%!),-.....& 222!2(    ,3-44 !"5& ,/6436,!"5/ *....!"5/ *---37 !"5/ 8 7640/!"5- 9 ,-7630 !"5- *8 70-3 !"5- *9 70-3 !"5- :....!" ;94&&,!" 7&0-!" *,-64 !"      ,,/6436,!"5/ &---37 !"5/ ,8 7640/!"5- ,9 ,-7630 !"5- &8 70-3 !"5- &9 70-3 !"5- ,7&0-!" &,-64 !" <....)$       ! =! " !"5& , !"5/ & !"5/ : !" ; !"  1%, -4 &7......,...,.,00 0..,3&,0--6 ........ , -4 &7......,...3&,,/.&&6 ,6./,....9,/76,     :%"....!" ;%"964.0 !" >,--3&&!"5- >*,4.,-!"5- P1.24P1.24 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.25 Columns Key Plan: 28 f t 28 f t 28ft 28ft Atrib 23-12434Saint Andrew 2-16-2024 LR P1.25 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.26 Check (E)Columns: Roof: (E) axial loads: DL=20psf LL=20psf Trib Area= (28'/2 + 28'/2 ) x (28'/2 + 28'/2) = 784sf PDL=20psf x 784sf = 15680lbs PLL=20psf x 784sf = 15680lbs (N) axial loads: PN=P(N)B1 + P W beam with (E)+(N)loads PDL,N= 3699lbs+7060lbs = 10759lbs PLL,N=7858lbs (see Enercalc Report next) Floor: (E) axial loads: DL= 51psf LL=50psf+15 = 65psf Trib Area= (28'/2 + 28'/2 ) x (28'/2 + 28'/2) = 784sf PDL=51psf x 784sf = 39984lbs PLL=65psf x 784sf = 50960lbs (N) axial loads: PN=P(N)B1 + P W beam with (E)+(N)loads PDL,N= 3699lbs+7060lbs = 10759lbs PLL,N=7858lbs (see Enercalc Report next) PDL,(E) PLL,(E) PDL,(N) PLL,(N) 23-12434Saint Andrew 2-16-2024 LR P1.26 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Column LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) Column Roof Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: .Code References Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Steel Stress Grade Top & Bottom PinnedAnalysis Method : 12.50Overall Column Height Top & Bottom FixityLoad Resistance Factor Fy : Steel Yield ksi29,000.0 ksi Steel Section Name :W10x33 36.0 ft E : Elastic Bending Modulus Unbraced Length for buckling ABOUT X-X Axis = 12.5 ft, K = 1.0 Unbraced Length for buckling ABOUT Y-Y Axis = 12.5 ft, K = 1.0 Brace condition : .Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 413.161 lbs * Dead Load Factor AXIAL LOADS . . . Axial Load at 12.50 ft, D = 26.439, L = 23.538 k .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.3043 Location of max.above base 0.0 ft 69.883 k 229.658 k 0.0 k-ft Load Combination +1.20D+1.60L Load Combination 0.0 37.80 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 0.0 k 0.0 : 1 Location of max.above base 0.0 ft At maximum location values are . . . : 1 At maximum location values are . . . k Pu 0.9 * Pn Mu-x Vu : Applied Vn * Phi : Allowable 0.9 * Mn-x : 0.9 * Mn-y : Mu-y 96.269 k-ft 0.0 k-ft Maximum Load Reactions . . Top along X-X 0.0 k Bottom along X-X 0.0 k Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Maximum Load Deflections . . . Along Y-Y 0.0 in at 0.0 ft above base for load combination : Along X-X 0.0 in at 0.0 ft above base for load combination : 0.0 . Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Location Stress Ratio Status LocationStatus Load Combination Results Cbx Cby KxLx/Ry KyLy/Rx +1.40D PASS PASS0.00 0.000 0.00 ftft0.164 1.00 1.00 35.80 77.32 +1.20D+1.60L PASS PASS0.00 0.000 0.00 ftft0.304 1.00 1.00 35.80 77.32 +1.20D+0.50L PASS PASS0.00 0.000 0.00 ftft0.192 1.00 1.00 35.80 77.32 +1.20D PASS PASS0.00 0.000 0.00 ftft0.140 1.00 1.00 35.80 77.32 +0.90D PASS PASS0.00 0.000 0.00 ftft0.105 1.00 1.00 35.80 77.32 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments D Only 26.852 +D+L 50.390 +D+0.750L 44.506 +0.60D 16.111 L Only 23.538 k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumAxial @ Base 50.390 Minimum"16.111 MaximumReaction, X-X Axis Base 26.852 P1.27P1.27 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Column LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) Column Roof Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments Minimum"26.852 MaximumReaction, Y-Y Axis Base 26.852 Minimum"26.852 MaximumReaction, X-X Axis Top 26.852 Minimum"26.852 MaximumReaction, Y-Y Axis Top 26.852 Minimum"26.852 MaximumMoment, X-X Axis Base 26.852 Minimum"26.852 MaximumMoment, Y-Y Axis Base 26.852 Minimum"26.852 MaximumMoment, X-X Axis Top 26.852 Minimum"26.852 MaximumMoment, Y-Y Axis Top 26.852 Minimum"26.852 .Maximum Deflections for Load Combinations Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance D Only 0.0000 0.000 0.000 ftftinin0.000 +D+L 0.0000 0.000 0.000 ftftinin0.000 +D+0.750L 0.0000 0.000 0.000 ftftinin0.000 +0.60D 0.0000 0.000 0.000 ftftinin0.000 L Only 0.0000 0.000 0.000 ftftinin0.000 .Steel Section Properties :W10x33 R xx = 1.940 in Depth =9.730 in R yy = 4.190 in Sw =16.000 in^4 K1 =0.750 in Zy =14.000 in^3 Kdesign =0.935 in J =0.583 in^4 Flange Width =7.960 in Flange Thick = 0.435 in Zx =38.800 in^3 Area = 9.710 in^2 Weight =33.053 plf I xx =171.00 in^4 S xx =35.00 in^3 Cw =791.00 in^6Web Thick =0.290 in I yy =36.600 in^4 S yy =9.200 in^3 Wno =18.500 in^2 Qf =7.750 in^3 rts =2.200 in Qw =18.900 in^3 Ycg =0.000 in P1.28P1.28 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Column LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) Column Roof Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: Sketches P1.29P1.29 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Column LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) Column Floor Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: .Code References Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Steel Stress Grade Top & Bottom PinnedAnalysis Method : 12.50Overall Column Height Top & Bottom FixityLoad Resistance Factor Fy : Steel Yield ksi29,000.0 ksi Steel Section Name :W10x33 36.0 ft E : Elastic Bending Modulus Unbraced Length for buckling ABOUT X-X Axis = 12.5 ft, K = 1.0 Unbraced Length for buckling ABOUT Y-Y Axis = 12.5 ft, K = 1.0 Brace condition : .Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 413.161 lbs * Dead Load Factor AXIAL LOADS . . . Axial Load at 12.50 ft, D = 50.743, L = 58.818 k .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.6771 Location of max.above base 0.0 ft 155.496 k 229.658 k 0.0 k-ft Load Combination +1.20D+1.60L Load Combination 0.0 37.80 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 0.0 k 0.0 : 1 Location of max.above base 0.0 ft At maximum location values are . . . : 1 At maximum location values are . . . k Pu 0.9 * Pn Mu-x Vu : Applied Vn * Phi : Allowable 0.9 * Mn-x : 0.9 * Mn-y : Mu-y 96.269 k-ft 0.0 k-ft Maximum Load Reactions . . Top along X-X 0.0 k Bottom along X-X 0.0 k Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Maximum Load Deflections . . . Along Y-Y 0.0 in at 0.0 ft above base for load combination : Along X-X 0.0 in at 0.0 ft above base for load combination : 0.0 . Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Location Stress Ratio Status LocationStatus Load Combination Results Cbx Cby KxLx/Ry KyLy/Rx +1.40D PASS PASS0.00 0.000 0.00 ftft0.312 1.00 1.00 35.80 77.32 +1.20D+1.60L PASS PASS0.00 0.000 0.00 ftft0.677 1.00 1.00 35.80 77.32 +1.20D+0.50L PASS PASS0.00 0.000 0.00 ftft0.395 1.00 1.00 35.80 77.32 +1.20D PASS PASS0.00 0.000 0.00 ftft0.267 1.00 1.00 35.80 77.32 +0.90D PASS PASS0.00 0.000 0.00 ftft0.200 1.00 1.00 35.80 77.32 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments D Only 51.156 +D+L 109.974 +D+0.750L 95.270 +0.60D 30.694 L Only 58.818 k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumAxial @ Base 109.974 Minimum"30.694 MaximumReaction, X-X Axis Base 51.156 P1.30P1.30 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Column LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) Column Floor Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments Minimum"51.156 MaximumReaction, Y-Y Axis Base 51.156 Minimum"51.156 MaximumReaction, X-X Axis Top 51.156 Minimum"51.156 MaximumReaction, Y-Y Axis Top 51.156 Minimum"51.156 MaximumMoment, X-X Axis Base 51.156 Minimum"51.156 MaximumMoment, Y-Y Axis Base 51.156 Minimum"51.156 MaximumMoment, X-X Axis Top 51.156 Minimum"51.156 MaximumMoment, Y-Y Axis Top 51.156 Minimum"51.156 .Maximum Deflections for Load Combinations Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance D Only 0.0000 0.000 0.000 ftftinin0.000 +D+L 0.0000 0.000 0.000 ftftinin0.000 +D+0.750L 0.0000 0.000 0.000 ftftinin0.000 +0.60D 0.0000 0.000 0.000 ftftinin0.000 L Only 0.0000 0.000 0.000 ftftinin0.000 .Steel Section Properties :W10x33 R xx = 1.940 in Depth =9.730 in R yy = 4.190 in Sw =16.000 in^4 K1 =0.750 in Zy =14.000 in^3 Kdesign =0.935 in J =0.583 in^4 Flange Width =7.960 in Flange Thick = 0.435 in Zx =38.800 in^3 Area = 9.710 in^2 Weight =33.053 plf I xx =171.00 in^4 S xx =35.00 in^3 Cw =791.00 in^6Web Thick =0.290 in I yy =36.600 in^4 S yy =9.200 in^3 Wno =18.500 in^2 Qf =7.750 in^3 rts =2.200 in Qw =18.900 in^3 Ycg =0.000 in P1.31P1.31 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Column LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) Column Floor Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: Sketches P1.32P1.32 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.33 Check (E)Footings: Loads on (E) footing in dashed are: (E) Loads: DLFLOOR= 51psf LLFLOOR=65psf Trib Area = (28'/2 +28'/2) x (28'/2 + 28'/2) =784sf RDL= 51psf x 784sf = 39.984kips RLL= 65psf x 784sf = 50.96kips PTL= DL+LL= 90944lbs= 91kips <100kips (from as builts S3) (N) loads: Weight of RTU7/4 = 10328lbs/4 =2582lbs (N) W/ σallowable = 2582lbs / 2000psf = 1.3sf B=L= sqrt(1.3) = 1.13ft Input on Enercalc: Therefore add min 1'-3"x1'-3" to (E)footing. Allowable bearing pressure = 2ksf see note from as builts below PDL,(E) PLL,(E) PDL,(N) PLL,(N) 23-12434Saint Andrew 2-16-2024 LR P1.33 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) W12x19 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :36.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Uniform Load : D = 0.0120, L = 0.020 ksf, Tributary Width = 5.60 ft, ((E) Dead and Live Loads) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.415 : 1 Load Combination +1.20D+1.60L Span # where maximum occurs Span # 1 3.956 k Mn * Phi : Allowable 66.690 k-ft Vn * Phi : Allowable W12x19Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+1.60L 61.927 k Section used for this span W12x19 Mu : Applied Maximum Shear Stress Ratio =0.064 : 1 0.000 ft 27.694 k-ft Vu : Applied 0 <360 460 Ratio =0 <180 Maximum Deflection Max Downward Transient Deflection 0.412 in 814Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.730 in Ratio =>=180 Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 28.00 ft 1 0.177 0.027 11.82 11.82 74.10 66.69 1.00 1.00 1.69 61.93 61.93 +1.20D+1.60L Dsgn. L = 28.00 ft 1 0.415 0.064 27.69 27.69 74.10 66.69 1.00 1.00 3.96 61.93 61.93 +1.20D+0.50L Dsgn. L = 28.00 ft 1 0.234 0.036 15.62 15.62 74.10 66.69 1.00 1.00 2.23 61.93 61.93 +1.20D Dsgn. L = 28.00 ft 1 0.152 0.023 10.13 10.13 74.10 66.69 1.00 1.00 1.45 61.93 61.93 +0.90D Dsgn. L = 28.00 ft 1 0.114 0.018 7.60 7.60 74.10 66.69 1.00 1.00 1.09 61.93 61.93 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.7302 14.080 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 2.774 2.774 Max Upward from Load Combinations 2.774 2.774 Max Upward from Load Cases 1.568 1.568 D Only 1.206 1.206 +D+L 2.774 2.774 P1.34 B4 P1.34 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) W12x19 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS +D+0.750L 2.382 2.382 +0.60D 0.724 0.724 L Only 1.568 1.568 P1.35P1.35 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) W12x19 with (E) + (N) loads Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :36.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Uniform Load : D = 0.0120, L = 0.020 ksf, Tributary Width = 5.60 ft, ((E) Dead and LiveLoads) Point Load : D = 4.553 k @ 14.0 ft, (Weight of RTU8) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.989 : 1 Load Combination +1.20D+1.60L Span # where maximum occurs Span # 1 6.688 k Mn * Phi : Allowable 66.690 k-ft Vn * Phi : Allowable W12x19Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+1.60L 61.927 k Section used for this span W12x19 Mu : Applied Maximum Shear Stress Ratio =0.108 : 1 0.000 ft 65.939 k-ft Vu : Applied 0 <360 199 Ratio =0 <180 Maximum Deflection Max Downward Transient Deflection 0.412 in 814Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 1.689 in Ratio =>=180 Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 28.00 ft 1 0.846 0.079 56.44 56.44 74.10 66.69 1.00 1.00 4.88 61.93 61.93 +1.20D+1.60L Dsgn. L = 28.00 ft 1 0.989 0.108 65.94 65.94 74.10 66.69 1.00 1.00 6.69 61.93 61.93 +1.20D+0.50L Dsgn. L = 28.00 ft 1 0.808 0.080 53.87 53.87 74.10 66.69 1.00 1.00 4.96 61.93 61.93 +1.20D Dsgn. L = 28.00 ft 1 0.725 0.067 48.38 48.38 74.10 66.69 1.00 1.00 4.18 61.93 61.93 +0.90D Dsgn. L = 28.00 ft 1 0.544 0.051 36.28 36.28 74.10 66.69 1.00 1.00 3.13 61.93 61.93 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 1.6887 14.080 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 5.051 5.051 Max Upward from Load Combinations 5.051 5.051 Max Upward from Load Cases 3.483 3.483 P1.36 DCR close to 1, We use retrofit B4 P1.36 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) W12x19 with (E) + (N) loads Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS D Only 3.483 3.483 +D+L 5.051 5.051 +D+0.750L 4.659 4.659 +0.60D 2.090 2.090 L Only 1.568 1.568 P1.37P1.37 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(N) B2 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Load(s) for Span Number 1 Point Load : D = 5.0 k @ 14.0 ft, (Half weight of RTU8) Point Load : D = 4.726 k @ 14.0 ft, ((N)weight of concrete) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.895 : 1 Load Combination +1.40D Span # where maximum occurs Span # 1 7.241 k Mn * Phi : Allowable 109.875 k-ft Vn * Phi : Allowable W12x22Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.40D 95.940 k Section used for this span W12x22 Mu : Applied Maximum Shear Stress Ratio =0.075 : 1 0.000 ft 98.341 k-ft Vu : Applied 0 <360 189 Ratio =0 <180 Maximum Deflection Max Downward Transient Deflection 0 in 0Ratio =<360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 1.774 in Ratio =>=180 Max Upward Total Deflection 0 in n/a n/a Span: 1 : D Only n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 28.00 ft 1 0.895 0.075 98.34 98.34 122.08 109.88 1.00 1.00 7.24 95.94 95.94 +1.20D Dsgn. L = 28.00 ft 1 0.767 0.065 84.29 84.29 122.08 109.88 1.00 1.00 6.21 95.94 95.94 +0.90D Dsgn. L = 28.00 ft 1 0.575 0.049 63.22 63.22 122.08 109.88 1.00 1.00 4.65 95.94 95.94 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections D Only 1 1.7740 14.080 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 5.172 5.172 Max Upward from Load Combinations 3.103 3.103 Max Upward from Load Cases 5.172 5.172 D Only 5.172 5.172 +0.60D 3.103 3.103 P1.38P1.38 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) W beam with (E)+(N)Loads Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :36.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Uniform Load : D = 0.0120, L = 0.0120 ksf, Tributary Width = 28.0 ft, ((E) Dead and Live Loads) Point Load : D = 5.172 k @ 9.330 ft, (From (N)B2) Point Load : D = 5.172 k @ 18.670 ft, (From (N)B2) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.734 : 1 Load Combination +1.20D+1.60L Span # where maximum occurs Span # 1 20.097 k Mn * Phi : Allowable 211.680 k-ft Vn * Phi : Allowable W18x40Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+1.60L 121.792 k Section used for this span W18x40 Mu : Applied Maximum Shear Stress Ratio =0.165 : 1 0.000 ft 155.455 k-ft Vu : Applied 0 <360 351 Ratio =0 <180 Maximum Deflection Max Downward Transient Deflection 0.265 in 1,268Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.959 in Ratio =>=180 Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 28.06 ft 1 0.565 0.120 119.62 119.62 235.20 211.68 1.00 1.00 14.65 121.79 121.79 +1.20D+1.60L Dsgn. L = 28.06 ft 1 0.734 0.165 155.45 155.45 235.20 211.68 1.00 1.00 20.10 121.79 121.79 +1.20D+0.50L Dsgn. L = 28.06 ft 1 0.563 0.122 119.07 119.07 235.20 211.68 1.00 1.00 14.91 121.79 121.79 +1.20D Dsgn. L = 28.06 ft 1 0.484 0.103 102.53 102.53 235.20 211.68 1.00 1.00 12.55 121.79 121.79 +0.90D Dsgn. L = 28.06 ft 1 0.363 0.077 76.90 76.90 235.20 211.68 1.00 1.00 9.42 121.79 121.79 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.9594 14.031 0.0000 0.000 . P1.39P1.39 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) W beam with (E)+(N)Loads Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 15.176 15.153 Max Upward from Load Combinations 15.176 15.153 Max Upward from Load Cases 10.462 10.439 D Only 10.462 10.439 +D+L 15.176 15.153 +D+0.750L 13.997 13.974 +0.60D 6.277 6.263 L Only 4.715 4.715 P1.40P1.40 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) W beam with (E)+(N)Loads Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Allowable Strength Design Fy : Steel Yield :36.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Uniform Load : D = 0.0120, L = 0.0120 ksf, Tributary Width = 28.0 ft, ((E) Dead and Live Loads) Point Load : D = 5.172 k @ 9.330 ft, (From (N)B2) Point Load : D = 5.172 k @ 18.670 ft, (From (N)B2) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.842 : 1 Load Combination +D+L Span # where maximum occurs Span # 1 15.176 k Mn / Omega : Allowable 140.838 k-ft Vn/Omega : Allowable W18x40Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +D+L 81.194 k Section used for this span W18x40 Ma : Applied Maximum Shear Stress Ratio =0.187 : 1 0.000 ft 118.521 k-ft Va : Applied 0 <360 351 Ratio =0 <180 Maximum Deflection Max Downward Transient Deflection 0.265 in 1,268Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.959 in Ratio =>=180 Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length D Only Dsgn. L = 28.06 ft 1 0.607 0.129 85.45 85.45 235.20 140.84 1.00 1.00 10.46 121.79 81.19 +D+L Dsgn. L = 28.06 ft 1 0.842 0.187 118.52 118.52 235.20 140.84 1.00 1.00 15.18 121.79 81.19 +D+0.750L Dsgn. L = 28.06 ft 1 0.783 0.172 110.25 110.25 235.20 140.84 1.00 1.00 14.00 121.79 81.19 +0.60D Dsgn. L = 28.06 ft 1 0.364 0.077 51.27 51.27 235.20 140.84 1.00 1.00 6.28 121.79 81.19 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.9594 14.031 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 15.176 15.153 Max Upward from Load Combinations 15.176 15.153 P1.41 ASD Service moment is needed for deflection calculations. P1.41 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) W beam with (E)+(N)Loads Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from Load Cases 10.462 10.439 D Only 10.462 10.439 +D+L 15.176 15.153 +D+0.750L 13.997 13.974 +0.60D 6.277 6.263 L Only 4.715 4.715 P1.42P1.42 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.43 Retrofit Design We will be retrofitting (E)W18x40 and (E)W21x44 for more safety. Moment: Mu=φ x Fy x Z 155.455 k-ft = 0.9 x 36ksi x Z Z=4.79in3 Deflection: Ms = WL2/8 118.521k-ft = W x 28'2/8 W =1.21k/ft We need to find I: Deflection= 5WL4/384EI = L/360 5 x 1.21k/ft x1000/12 x (28x12)4 / (384 x 29,000 ksi x1000 x I) = 28' x12 /360 I=618.25in4 The retrofit will have a higher value of Z and I calculated, use (N)WT8x25. (See next page for new combined shape properties) 23-12434Saint Andrew 2-16-2024 LR P1.43 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024           !"#!"$% !"& '! (' )*+#(*,-+&.&/,&,0 1%!),-.....& 222!2(    ,3-44 !"5& ,/6436,!"5/ *....!"5/ *---37 !"5/ 8 7640/!"5- 9 ,-7630 !"5- *8 70-3 !"5- *9 70-3 !"5- :....!" ;94&&,!" 7&0-!" *,-64 !"      ,,/6436,!"5/ &---37 !"5/ ,8 7640/!"5- ,9 ,-7630 !"5- &8 70-3 !"5- &9 70-3 !"5- ,7&0-!" &,-64 !" <....)$       ! =! " !"5& , !"5/ & !"5/ : !" ; !"  1%, -4 &7......,...,.,00 0..,3&,0--6 ........ , -4 &7......,...3&,,/.&&6 ,6./,....9,/76,     :%"....!" ;%"964.0 !" >,--3&&!"5- >*,4.,-!"5- P1.44P1.44 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.45 Check (N) 4in concrete slab: Under RTU7: L= 27'-1" B=8'3" L/B = 27.083'/8.25' = 3.28 > 2 Therefore, it is a one way slab according to ACI318-19. Under RTU8: L=25'-1 1/4" B= 8'-1 3/4" L/B= 25.104/8.8.145 = 3.08 >2 Therefore, it is a one way slab according to ACI318-19. 23-12434Saint Andrew 2-16-2024 LR P1.45 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.46 Gravity Footing Design P1.46 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.47 Check (E) continuous footing: (E) Loads: DL=51psf LL=65psf Trib Area = 28'/2 x 170' = 2380sf DL= 51psf x 2380sf = 121.380kips LL= 65psf x 2380sf = 154.700kips (N) Loads from New Dog Kennel: DL= 12psf LL=20psf Trib Area = 12.25'/2 x 51.25= 314sf DL=12psf x 314sf = 3.768kips LL= 20psf x 314sf = 6.28kips 28ft 17 0 f t 23-12434Saint Andrew 2-16-2024 LR P1.47 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024                                  !"# " "$ " " " %  &  !" " " " " " '()  *' + ,  - ρ"    . / /' 0. /' $"   !. /1' !! 0" 2   ! "3303  2 "3303     4%'   4 ' "  %''/ "   ''/    !  %' !  !   '5 ! σ4 ! σ !  ! σ43= ! σ,,=  ! & "σ,,55$ !6      75σ 803* -9 :   *σ0- ; ; ; ; ;  ! $ 5 < 5 < &  !       " " " " " σ43 ! 5  $55  $55 =5σ438 *03-93*>5 - σ4 ! 5  $55  $55 σ48 *03-93*5 - :   ),, ),, ),, ),, ),,   ?@ ?@ ?@ ?@ ?@    !"#$#!%!#$##&' ; >>* 2- ; "5>  > 2 > ,>* , 2 !- "5* > -> % &&>&,>*&, 2&!- &"5&>&% ; "5>"$ ; >"$8>* 2->9 "5* > ->"$ρ ) '  > >"$8 ,>* , 2 !-> %9 &"5&>"$ρ&) '&&>"$8&,>*&, 2&!->&%9 ; >"$8>* 2->"$9  > >"$8 ,>* , 2 !->"$ρ ) '9 &&>"$8&,>*&, 2&!->"$ρ&) '9   A :B ' B C,! ; ) )!. / !/ /   P1.48 (E) footing with (E) loads only P1.48 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024                                  !" " #"$% " " " &  '  !" " " " " " ()*  +( , -  . ρ"    / 0 0( 1/ 0( 2"   !/ 03( !! 1" 4   ! "5515  4 "5515     6&(   6 ( "  &((0 "   ((0    !  &( !  !   (# ! σ6 ! σ !  ! σ65= ! σ--=  ! ' "σ--##2 !7      8#σ 915+ .: ;   +σ1. < < < < <  ! 2 #2 $$ #2 $$ '  !       " " " " " σ65 ! ## 2 2% 2 2% =#σ659 +15.:5+># . σ6 ! ## 2 2% 2 2%σ69 +15.:5+# . ;   *-- *-- *-- *-- *--   ?@ ?@ ?@ ?@ ?@    !"#$#!%!#$##&' < >>+ 4. < "#>  > 4 > ->+ - 4 !. "#+ > .> & ''>'->+'- 4'!. '"#'>'& < "#>"2 < >"29>+ 4.>: "#+ > .>"2ρ * (  > >"29 ->+ - 4 !.> &: '"#'>"2ρ'* (''>"29'->+'- 4'!.>'&: < >"29>+ 4.>"2:  > >"29 ->+ - 4 !.>"2ρ * (: ''>"29'->+'- 4'!.>"2ρ'* (:  A ;B ( B C-! < * *!/ 0 !0 0   P1.49 (E) footing with (E) + (N) loads P1.49 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.50 Mechanical units anchorage P1.50 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024                            ! "#$%&'$(  ! "  #$% )*+,  #- . ,.+-$#" / ,0/+-%' . ,0.+-1'2   ,0 +-3'4  #"& '(%  ,0  5!67+3'4  . ,0. 5!67+1'2  5 # 05 5!67+ 8. %'&  #"& )(!% . ,# 0. 5!67+ '  . 9:.+-;5 5!67+<=. 5!67+ >'3    !  *&(  $( ? P1.51P1.51 1700 E St Andrew Pl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t Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024                   $& &$  +2 2" &$ +  +,- ! ,7 C     C #  5#   0CC$'$1   5#     6 0 '>5C &D$%0! "#$2'%D$(  +     6 02'5C &D$%0! "#$2'%D$(    6 0$'5C &D$%0C  $2'$'2(   - 5 ,  #   / ,0B;, $' 5C &D$%0C  $2'2'$'$( 7  - . ,0. $ #" C    6:'38 8CC8.<;:;<(8$=:B;,<( $$1 #" 5C &D$%0    $2'2D$( 60+5G$'%CC. $%11 #" 5C &D$%0    $2'2D( 60+)'2CC. 2>3 #" 5C &D$%0    $2'2D2(  #C  6 *#8 ,9,9 "5 $& 6$ 6 ) P1.53P1.53 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.54 Connection design: Fp,ult=5495lbs Fp,service=3290lbs Vreq=Fp,serv/2=1645lbs From Simpson Catalog (see table below) Allowable shear= 290lbs x 10screws = 2900lbs Allowable withdrawal= 215lbs x 10screws= 2150lbs Shear: DCR= 1645/2900= 0.56<1 ----- Hence OK Uplift: DCR= 827/2150= 0.38 < 1 ----- Hence OK Combined shear and uplift= 0.56+0.38= 0.94 <1 ----- Hence OK Therefore use 1/4" SDS with 2in embedment . 23-12434Saint Andrew 2-16-2024 LR P1.54 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.55 Movable partition wall W1 - Gravity Design P1.55 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Project: Location: Client: Job No: Date: Engineer: P1.56 Nana Walls Key plan LR W1W2 23-12434Saint Andrew 2-16-2024 LR P1.56 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Project: Location: Client: Job No: Date: Engineer: P1.57 (N) BEAM SUPPORTING (N) NANA WALL Scope Narration: - Nanawall will be suspended from a new beam that will be installed in ceiling - design beam for self weight of nanawall + out-plane loads of Chapter 13 - Braces provided will be for out-of-plane loads - Steel beam will be designed as unbraced - Note manufacturer deflection limits under deflection check New Nanawall Loading on Beam: DL NANA= 10.5psf Span,L=48.75ft Height,h= 8ft Condition 1 : Assume distributed load w NANA=10.5psf x 8ft = 84 plf --->**See next page for RAM SBeam report Condition 2 : Assume the Nanawall entire load acts @ mid point. PNANA= 84 plf x 48.75 ft =4095lbs---->**See next page for RAM SBeam report bracing spacing PNANA= 4607 lbs DEFLECTION CHECK PER MANUFACTURER REQUIREMENTS See Diagram printout for deflection check and analysis after RAM output W1 23-12434Saint Andrew 2-16-2024 LR P1.57 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024            !!"!#$%&#'('%)&#*+',-('%   ! "# $%  & '( )*+,- #  .&./-  0 0 '(.-*+*(11%&*+ ! #./$% )( 2- 2) )) 3)  # #  #  # #  # 0#12  %"345#'* %6-',.7 '46+'*.7 ""!#12  % .* 4(* )(4( 1( 5 6 )1 41 3, 3,7* &./- - - &./- 4* 89  2) 0: :   # #   :   # 4(*(*+  2) 0: :   # #   :   # !#.7 %  $ 8 2)(*     89((*-(     ! 9 2(*    - / # )2 0 ) (*    - / ;'((*    - / # )2 0 <   P1.58 ∆2=0.258 in @ mid∆1=0.184 in @ mid ∆2-∆1=0.074" FROM MID Deflection per 12' is < 1/8 " W/ NANA WALL DISTRIBUTED WEIGHT P1.58 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024             !!"!#$%&#'('%)&#*+',-('%     ! "#  $ % &' ()*+,   $ -%-.,   / / &'-,)*)'00#%)* ! #./ % ")*)* 1, 1( (( 2( &'- ''  3 $  4 5' 5' ! #.0$% (' 1, 1( (( 2(    $  1#23  %"456#'* %7-',./ '57+'*./ ""!#23  % -) 6') ('6' 0' 7 8 (0 60 2+ 2+9) %-., , , %-., 6) :;  1(         $ 4 4  6')')*  1(         $ 4 4  !#./ %  $ 8 1(')     :;''),' $ 3 $ 3 ! 9 1')   3 ,  . 33/ (1    ( ')   3 ,  . 5&'')   3 ,  . 33/ (1    <   P1.59 ∆2=0.336 in @ mid∆1=0.234 in @ mid ∆2-∆1=0.102" FROM MID Deflection per 12' is < 1/8 " W/ NANA WALL STACKED AT MIDDLE (UNLIKELY) P1.59 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Column LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(N) Post Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: .Code References Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Steel Stress Grade Top & Bottom PinnedAnalysis Method : 8Overall Column Height Top & Bottom FixityLoad Resistance Factor Fy : Steel Yield ksi29,000.0 ksi Steel Section Name :HSS6x6x3/8 46.0 ft E : Elastic Bending Modulus Unbraced Length for buckling ABOUT X-X Axis = 8 ft, K = 1.0 Unbraced Length for buckling ABOUT Y-Y Axis = 8 ft, K = 1.0 Brace condition : .Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 219.246 lbs * Dead Load Factor AXIAL LOADS . . . Axial Load at 8.0 ft, D = 5.730 k .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.02990 Location of max.above base 0.0 ft 8.329 k 278.533 k 0.0 k-ft Load Combination +1.40D Load Combination 0.0 54.510 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 0.0 k 0.0 : 1 Location of max.above base 0.0 ft At maximum location values are . . . : 1 At maximum location values are . . . k Pu 0.9 * Pn Mu-x Vu : Applied Vn * Phi : Allowable 0.9 * Mn-x : 0.9 * Mn-y : Mu-y 54.510 k-ft 0.0 k-ft Maximum Load Reactions . . Top along X-X 0.0 k Bottom along X-X 0.0 k Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Maximum Load Deflections . . . Along Y-Y 0.0 in at 0.0 ft above base for load combination : Along X-X 0.0 in at 0.0 ft above base for load combination : 0.0 . Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Location Stress Ratio Status LocationStatus Load Combination Results Cbx Cby KxLx/Ry KyLy/Rx +1.40D PASS PASS0.00 0.000 0.00 ftft0.030 1.00 1.00 42.11 42.11 +1.20D PASS PASS0.00 0.000 0.00 ftft0.026 1.00 1.00 42.11 42.11 +0.90D PASS PASS0.00 0.000 0.00 ftft0.019 1.00 1.00 42.11 42.11 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments D Only 5.949 +0.60D 3.570 k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumAxial @ Base 5.949 Minimum"3.570 MaximumReaction, X-X Axis Base 5.949 Minimum"5.949 MaximumReaction, Y-Y Axis Base 5.949 Minimum"5.949 MaximumReaction, X-X Axis Top 5.949 Minimum"5.949 P1.60P1.60 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Column LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(N) Post Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumReaction, Y-Y Axis Top 5.949 Minimum"5.949 MaximumMoment, X-X Axis Base 5.949 Minimum"5.949 MaximumMoment, Y-Y Axis Base 5.949 Minimum"5.949 MaximumMoment, X-X Axis Top 5.949 Minimum"5.949 MaximumMoment, Y-Y Axis Top 5.949 Minimum"5.949 .Maximum Deflections for Load Combinations Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance D Only 0.0000 0.000 0.000 ftftinin0.000 +0.60D 0.0000 0.000 0.000 ftftinin0.000 .Steel Section Properties :HSS6x6x3/8 R xx = 2.280 in Depth =6.000 in R yy = 2.280 in J =64.600 in^4 Width =6.000 in Wall Thick = 0.375 in Zx =15.800 in^3 Area = 7.580 in^2 Weight =27.406 plf I xx =39.50 in^4 S xx =13.20 in^3Design Thick =0.349 in I yy =39.500 in^4 C =22.100 in^3 S yy =13.200 in^3 Ycg =0.000 in Sketches P1.61P1.61 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 General Footing LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(N)F1 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: Code References Calculations per ACI 318-19, IBC 2021, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Material Properties Soil Design Values 2.0 Analysis Settings 250.0 ksi No ksfAllowable Soil Bearing = = 4.0 60.0 3,605.0 150.0 =0.40Flexure=0.90 Shear = ValuesM 0.00180 Soil Passive Resistance (for Sliding) 1.0 = Increases based on footing plan dimension Add Pedestal Wt for Soil Pressure No: Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth =ksf when max. length or width is greater than =ft : = Add Ftg Wt for Soil Pressure Yes Yes:Use ftg wt for stability, moments & shears when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus = = Footing base depth below soil surface ft =Allow press. increase per foot of depth ksf = : 11.0Min. Sliding Safety Factor = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. Soil Density =110.0 pcf # Dimensions Width parallel to X-X Axis 2 ft Length parallel to Z-Z Axis = 2 ft = Pedestal dimensions... px : parallel to X-X Axis in pz : parallel to Z-Z Axis in Height = = in Footing Thickness = 12 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 5 Number of Bars = 5.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =5 Number of Bars =5.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 5.949 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = P1.62P1.62 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 General Footing LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(N)F1 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.8185 Soil Bearing 1.637 ksf 2.0 ksf D Only about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.03541 Z Flexure (+X)1.041 k-ft/ft 29.40 k-ft/ft +1.40D PASS 0.03541 Z Flexure (-X)1.041 k-ft/ft 29.40 k-ft/ft +1.40D PASS 0.03541 X Flexure (+Z)1.041 k-ft/ft 29.40 k-ft/ft +1.40D PASS 0.03541 X Flexure (-Z)1.041 k-ft/ft 29.40 k-ft/ft +1.40D PASS 0.04877 1-way Shear (+X)4.627 psi 94.868 psi +1.40D PASS 0.04877 1-way Shear (-X)4.627 psi 94.868 psi +1.40D PASS 0.04877 1-way Shear (+Z)4.627 psi 94.868 psi +1.40D PASS 0.04877 1-way Shear (-Z)4.627 psi 94.868 psi +1.40D PASS 0.1159 2-way Punching 21.994 psi 189.737 psi +1.40D Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow Soil Bearing (in)Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination... X-X, D Only 2.0 n/a0.9366 0.9366 n/a 0.4680.0n/a X-X, +0.60D 2.0 n/a0.5620 0.5620 n/a 0.2810.0n/a Z-Z, D Only 2.0 0.9366n/a n/a 0.9366 0.468n/a0.0 Z-Z, +0.60D 2.0 0.5620n/a n/a 0.5620 0.281n/a0.0 Rotation Axis & Overturning Stability Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio Footing Has NO Overturning Force Application Axis Sliding Stability All units k Load Combination...StatusSliding Force Resisting Force Stability Ratio Footing Has NO Sliding Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension k-ft Actual As StatusMuSide Surface Gvrn. As Phi*Mn X-X, +1.40D 1.041 +Z Bottom 0.2592 AsMin 0.5636 21.776 OK X-X, +1.40D 1.041 -Z Bottom 0.2592 AsMin 0.5636 21.776 OK X-X, +1.20D 0.8924 +Z Bottom 0.2592 AsMin 0.5636 21.776 OK X-X, +1.20D 0.8924 -Z Bottom 0.2592 AsMin 0.5636 21.776 OK X-X, +0.90D 0.6693 +Z Bottom 0.2592 AsMin 0.5636 21.776 OK X-X, +0.90D 0.6693 -Z Bottom 0.2592 AsMin 0.5636 21.776 OK Z-Z, +1.40D 1.041 -X Bottom 0.2592 AsMin 0.5636 21.776 OK Z-Z, +1.40D 1.041 +X Bottom 0.2592 AsMin 0.5636 21.776 OK Z-Z, +1.20D 0.8924 -X Bottom 0.2592 AsMin 0.5636 21.776 OK Z-Z, +1.20D 0.8924 +X Bottom 0.2592 AsMin 0.5636 21.776 OK Z-Z, +0.90D 0.6693 -X Bottom 0.2592 AsMin 0.5636 21.776 OK Z-Z, +0.90D 0.6693 +X Bottom 0.2592 AsMin 0.5636 21.776 OK One Way Shear Vu @ +XLoad Combination...Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 6.45 6.45 6.45 6.45 6.45 94.87 0.07psipsipsipsipsipsi OK +1.20D 5.53 5.53 5.53 5.53 5.53 94.87 0.06psipsipsipsipsipsi OK +0.90D 4.15 4.15 4.15 4.15 4.15 94.87 0.04psipsipsipsipsipsi OK P1.63P1.63 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 General Footing LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(N)F1 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: Vu / Phi*Vn Two-Way "Punching" Shear All units k StatusVuPhi*VnLoad Combination... +1.40D 23.69 189.74 0.1249 OKpsipsi +1.20D 20.31 189.74 0.107 OKpsipsi +0.90D 15.23 189.74 0.08027 OKpsipsi P1.64P1.64 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.65 Movable partition wall W2 - Gravity Design P1.65 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Project: Location: Client: Job No: Date: Engineer: P1.66 LR CHECKING (E)Wx BEAMS ROOF KEY PLAN: B1 Checking B1: Existing Loading Criteria: DL=40psf LL= 65psf Span,L= 28ft Trib width= 7ft/2 +7ft/2 = 7ft DL=40psf x 7ft = 280plf LL=65psf x 7ft = 455plf New Loading: [When the Nanawall is folded the entire load will act at a single location] Newly added beam span= 28ft Height= 8ft Distributed weight= 10.5psf x 8ft= 84plf Pnana=84plf x 28ft =2352 lbs =2.352kips P applied at B1= 2.352 kips at 7.7 ft. (See next page for Enercalc Report) (E) W14x22 (E) W14x22 (E) W14x22 (E) W14x22 (E) W14x22 23-12434Saint Andrew 2-16-2024 LR P1.66 1700 E St Andrew Pl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with (E) Loads P1.67 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024          ! , >*(*   - ; % )/ %? ) (*   - ; . )/ ? F %  <(2( 4(*   - ; .% )/   F   ='((*   - ; .? )/ % . F   <+ P1.68P1.68 1700 E St Andrew Pl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with (E) + (N) Loads P1.69 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024          !#./ %  $ - ?+)+ % % 0*)+  %  // ED**)+ & % & % ED))+.)  % &  ! , ?+)+  % /&. < % *0 &% * )+  % /&. < / *0 & F %&  =)3) 5)+  % /&. <  *0 % F  &/ >())+  % /&. < % *0 %% F   =, P1.70P1.70 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Project: Location: Client: Job No: Date: Engineer: P1.71 (N) BEAM SUPPORTING (N) NANA WALL Scope Narration: - Nanawall will be suspended from a new beam that will be installed in ceiling - design beam for self weight of nanawall + out-plane loads of Chapter 13 - Braces provided will be for out-of-plane loads - Steel beam will be designed as unbraced - Note manufacturer deflection limits under deflection check New Nanawall Loading on Beam: DL NANA= 10.5psf Span,L=28ft Height,h= 8ft Condition 1 : Assume distributed load w NANA=10.5 psf x 8ft = 84 plf --->**See next page for RAM SBeam report Condition 2 : Assume the Nanawall entire load acts @ mid point. PNANA= 84 plf x 28 ft =2352lbs---->**See next page for RAM SBeam report bracing spacing PNANA= 2352 lbs DEFLECTION CHECK PER MANUFACTURER REQUIREMENTS See Diagram printout for deflection check and analysis after RAM output W2 23-12434Saint Andrew 2-16-2024 LR P1.71 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024             !!"!#$%&#'('%)&#*+'('%    !" #$  % & '( )*+,-  . /&/0-     '(/-*+*(11$&*+ ! #,-$% )( 2- 2) )) 3)   .   . . . .#/0  %"123#'4 %5*'4,6 '254'4,6 ""!#/0  % /* 4(* )(4( 1( 5 6 )1 41 3, 3,7* &/0- - - &/0- 4* 89  2)   .   : . : 4(*(*+  2)   .   : . : !#,6 %  $ 7 2)(*     89((*-(     ! 8 2(*   -  0  )2  : ) (*   -  0 ;'((*   -  0  )2  : <  . P1.72 ∆2=0.114 in @ mid∆1=0.081 in @ mid ∆2-∆1=0.033" FROM MID Deflection per 12' is < 1/8 " W/ NANA WALL DISTRIBUTED WEIGHT P1.72 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024             !!"!#$%&#'('%)&#*+'('%     ! "#  $ % &' ()*+,  - .%./,  0   &'.,)*)'11#%)* ! #,- % ")*)* 2, 2( (( 3( &'. ''   0$ 4' 4' ! #,.$% (' 2, 2( (( 3(   -  /#01  %"234#'5 %6*'5,- '365'5,- ""!#01  % .) 5') ('5' 1' 6 7 (1 51 3+ 3+8) %./, , , %./, 5) 9:  2( -  -  - ; ; 0 5')')*  2( -  -  - ; ; 0 !#,- %  $ 7 2(')     9:''),'  0  0 ! 8 2')   ,  /   (2   ; ( ')   ,  / 4&'')   ,  /   (2   ; <   P1.73 ∆2=0.161 in @ mid∆1=0.111 in @ mid ∆2-∆1=0.05" FROM MID Deflection per 12' is < 1/8 " W/ NANA WALL STACKED AT MIDDLE (UNLIKELY) P1.73 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.74 Movable partition wall W1 - Seismic Design P1.74 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024                                     ! "#  $     % &      !" %'()   *! %+,-.      ,   ! "#  $       /   /    &0// 1 &"))  " 23 4 ,   # "5  6 &1 &"))23 ",    *'7 8   9,7 8   8  +22* %8 3-2-/332:,4-"3+ ;. <+9%/8 + ./=+%/8 +  ! "#$%& '(  P1.75P1.75 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Project: Location: Client: Job No: Date: Engineer: P1.76 Out-of-Plane Check Fp= 0.489 W For 10.5 psf self weigh of Nanawall Fp= 0.489 x10.5 psf = 5.13 psf > minimum 5psf required per CBC, therefore use 5.13 psf Nanawall will be suspended from new beam, therefore assume full height as tributary Fp= 5.13 psf x 8 ft= 41 plf (ultimate out-of-plane loads) For kickers Spaced @ 6'-0" maximum: Fpu= 41plf x 6ft = 246 lbs (ultimate) Kicker design: L=26ft (see below) Axial force = 246lbs x 1.4(450) = 0.35kips Lateral force = self weight of kicker = 19.6plf in our case (L6x6x1/2) (See Enercalc next page for full report) Fp Fp Ceiling Height = 8' Story height = 25.29' 25.29'-8' = 17.29' 1 1 L=s q r t ( 1 7 . 2 9 2 + 1 7 . 2 9 2) = 2 6 f t L=s q r t ( 1 7 . 2 9 2 + 1 7 . 2 9 2) = 2 6 f t 1 1 23-12434Saint Andrew 2-16-2024 LR P1.76 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Column LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(N)Kicker Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: .Code References Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Steel Stress Grade Top & Bottom PinnedAnalysis Method : 26Overall Column Height Top & Bottom FixityLoad Resistance Factor Fy : Steel Yield ksi29,000.0 ksi Steel Section Name :LL 6x6x1/2 36.0 ft E : Elastic Bending Modulus Unbraced Length for buckling ABOUT X-X Axis = 26 ft, K = 1.0 Unbraced Length for buckling ABOUT Y-Y Axis = 26 ft, K = 1.0 Brace condition : .Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 1,021.80 lbs * Dead Load Factor AXIAL LOADS . . . Axial Load at 26.0 ft, E = 0.350 k BENDING LOADS . . . Lat. Uniform Load creating Mx-x, D = 0.01960 k/ft .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.08170 Location of max.above base 12.913 ft 1.431 k 90.221 k 2.319 k-ft Load Combination +1.40D Load Combination +1.40D 0.0 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 0.3567 k 0.003670 : 1 Location of max.above base 0.0 ft At maximum location values are . . . : 1 At maximum location values are . . . k Pu 0.9 * Pn Mu-x Vu : Applied Vn * Phi : Allowable 0.9 * Mn-x : 0.9 * Mn-y : Mu-y 31.429 k-ft 0.0 k-ft Maximum Load Reactions . . Top along X-X 0.0 k Bottom along X-X 0.0 k Top along Y-Y 0.2548 k Bottom along Y-Y 0.2548 k Maximum Load Deflections . . . Along Y-Y 0.1769 in at 13.087 ft above base for load combination :D Only Along X-X 0.0 in at 0.0 ft above base for load combination : 97.20 . Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Location Stress Ratio Status LocationStatus Load Combination Results Cbx Cby KxLx/Ry KyLy/Rx +1.40D PASS PASS12.91 0.004 0.00 ftft0.082 1.14 1.00 167.74 124.80 +1.20D PASS PASS12.91 0.003 0.00 ftft0.070 1.14 1.00 167.74 124.80 +1.20D+E PASS PASS12.91 0.003 0.00 ftft0.072 1.14 1.00 167.74 124.80 +0.90D PASS PASS12.91 0.002 0.00 ftft0.053 1.14 1.00 167.74 124.80 +0.90D+E PASS PASS12.91 0.002 0.00 ftft0.054 1.14 1.00 167.74 124.80 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments D Only 0.2551.022 0.255 +D+0.70E 0.2551.267 0.255 +D+0.5250E 0.2551.206 0.255 +0.60D 0.1530.613 0.153 +0.60D+0.70E 0.1530.858 0.153 E Only 0.350 P1.77P1.77 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Column LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(N)Kicker Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumAxial @ Base 0.2551.267 0.255 Minimum"0.350 MaximumReaction, X-X Axis Base 0.2551.022 0.255 Minimum"0.2551.022 0.255 MaximumReaction, Y-Y Axis Base 0.2551.022 0.255 Minimum"0.350 MaximumReaction, X-X Axis Top 0.2551.022 0.255 Minimum"0.2551.022 0.255 MaximumReaction, Y-Y Axis Top 0.2551.022 0.255 Minimum"0.350 MaximumMoment, X-X Axis Base 0.2551.022 0.255 Minimum"0.2551.022 0.255 MaximumMoment, Y-Y Axis Base 0.2551.022 0.255 Minimum"0.2551.022 0.255 MaximumMoment, X-X Axis Top 0.2551.022 0.255 Minimum"0.2551.022 0.255 MaximumMoment, Y-Y Axis Top 0.2551.022 0.255 Minimum"0.2551.022 0.255 .Maximum Deflections for Load Combinations Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance D Only 0.0000 0.177 13.087 ftftinin0.000 +D+0.70E 0.0000 0.177 13.087 ftftinin0.000 +D+0.5250E 0.0000 0.177 13.087 ftftinin0.000 +0.60D 0.0000 0.106 13.087 ftftinin0.000 +0.60D+0.70E 0.0000 0.106 13.087 ftftinin0.000 E Only 0.0000 0.000 0.000 ftftinin0.000 .Steel Section Properties :LL 6x6x1/2 R xx = 2.500 in Depth =6.000 in R yy = 1.860 in J =1.002 in^4 Leg Width =6.000 in Thickness = 0.500 in Zx =16.400 in^3 Area = 11.500 in^2 Weight =39.300 plf I xx =39.70 in^4 S xx =9.18 in^3 H =0.827 in I yy =71.875 in^4 S yy =11.979 in^3 Qs =1.000 Xcg =6.000 in Ycg =4.330 in Leg Spacing =0.000 in P1.78P1.78 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Column LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(N)Kicker Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: Sketches P1.79P1.79 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Project: Location: Client: Job No: Date: Engineer: P1.80 KICKER TO (E) BEAM CONNECTION CHECK Checking Weld Capacity in Shear per AISC Steel Manual, Equation 8-1: RU= Pbr D= 1/4 x 16/1= 4 L= 3in x 2= 6in ϕRn= 1.392kip/in x D x L= 1.392kip/in x 4 x 6in= 33kip DCR= RU/ϕRn= 0.35kip/33kip= 0.01< 1.0, OK Checking Weld Capacity in Tension per AISC Steel Manual, Equation 8-1: RU= Pbr D= 1/4 x 16/1= 4 L= 3in x 4= 12in Weld is loaded transversely, θ=90 deg Effect of load angle= (1.0 + 0.5 x sin1.5 (90 deg))= 1.5 ---> per AISC Steel Manual, Equation J2-5 ϕRn= Effect of load angle x 1.392kip/in x D x L= 1.5 x 1.392kip/in x 4 x 12in= 100kip DCR= RU/ϕRn= 0.35kip/100kip= 0.0035< 1.0, OK Use min 1/4 weld all around Brace Demand due to Seismic loading: Braces spaced @6'-0" O.C: PDL= WT= W x h x spacing =10.5psf x 8ft x 6ft=504lbs Eh= 0.489 xWT= 0.489 x 504lbs=246.5lbs= 0.247kip PEh= 1.4 x Eh= 1.4 x 0.247kip= 0.35kip Fp Fp PEh450 1/4 23-12434Saint Andrew 2-16-2024 LR P1.80 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.81 Movable partition wall W2 - Seismic Design P1.81 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024                                    ! "#  $     % &      !" %'()   *! %+,-.      ,   ! "#  $       /   /    &0// 1 &"))  " 23 4   # "5  6 &1 &"))23 ",    7   8,9 7   7  +22* %7 3-2-/332:,4-"3+ ;. <+8%/7 + ./=+%/7 +  ! "#$$" %&  P1.82P1.82 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Project: Location: Client: Job No: Date: Engineer: P1.83 Out-of-Plane Check Fp= 0.33 W For 10.5 psf self weigh of Nanawall Fp= 0.33 x10.5 psf = 3.46 psf < minimum 5psf required per CBC, therefore use 5 psf Nanawall will be suspended from new beam, therefore assume full height as tributary Fp= 5 psf x 8 ft= 40 plf (ultimate out-of-plane loads) For kickers Spaced @ 6'-0" maximum: Fpu= 40plf x 6ft = 240 lbs (ultimate) KL= 6ft x 1.4= 8.4 ft let us say 9 ft Using L3x3x1/4, φPn= 9.54kips [ Table 4-11 AISC] --------> OK By inspection Fp 23-12434Saint Andrew 2-16-2024 LR P1.83 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Project: Location: Client: Job No: Date: Engineer: P1.84 KICKER TO (E) BEAM CONNECTION CHECK Checking Weld Capacity in Shear per AISC Steel Manual, Equation 8-1: RU= Pbr D= 1/4 x 16/1= 4 L= 3in x 2= 6in ϕRn= 1.392kip/in x D x L= 1.392kip/in x 4 x 6in= 33kip DCR= RU/ϕRn= 0.378kip/33kip= 0.011< 1.0, OK Checking Weld Capacity in Tension per AISC Steel Manual, Equation 8-1: RU= Pbr D= 1/4 x 16/1= 4 L= 3in x 4= 12in Weld is loaded transversely, θ=90 deg Effect of load angle= (1.0 + 0.5 x sin1.5 (90 deg))= 1.5 ---> per AISC Steel Manual, Equation J2-5 ϕRn= Effect of load angle x 1.392kip/in x D x L= 1.5 x 1.392kip/in x 4 x 12in= 100kip DCR= RU/ϕRn= 0.378kip/100kip= 0.00378< 1.0, OK Use min 1/4 weld all around Brace Demand due to Seismic loading: Braces spaced @6'-0" O.C: Eh=270lbs= 0.270kip PEh= 1.4 x Eh= 1.4 x 0.27kip= 0.378kip Fp Fp PEh450 1/4 23-12434Saint Andrew 2-16-2024 LR P1.84 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Project: Location: Client: Job No: Date: Engineer: P1.85 BRACE TO CONCRETE DECK CONNECTION DESIGN Brace Demand due to Seismic loading: Braces spaced @6'-0" O.C: PDL= WT=W x h x spacing =10.5psf x 8ft x 6ft=504lbs Eh= Fp = 5psf x8ft x6ft =240lbs No.of anchors= 2 Input on Simpson: 504lbs/2 =252lbs; 240lbs/3=120lbs ***See next page for Simpson report PDL Eh 23-12434Saint Andrew 2-16-2024 LR P1.85 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024         ! "#$ % #$$ && '  (  #'  & ) "*% + &,,,     -&  -&    -& (    !  $ &   .&  $ &                &  '$# ,/(0 1&   -&        #'     & %     2 "   3'4  5 2 $  $ ' 3'4 , ** 6 2 $  $ '7 ' *3'4  $   (" "(8, #'     #' $-  5 ' " .-  3'4 / "3'4 9        % * - 7 "** * &$( '% '   6   $ :3(; * - %$'4 "   : $  &&6 & '7 *<3&4  =7+   *    $ "-    *      &  "-   $ *    5  2 #' & $ **&  5      #' 5  >  ?@ ( ;A >  ?7 ',; 3894 $    (" "(8, -$$ &- &-&2 ' : $*   %''  B& -& &7' &$ $&$-$  &-&2 ' : $*  -&2  "&" (> 09C& &&D- 6 $ &7#0// ' 090.B0/8,/8%%%&   P1.86P1.86 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024         ! "#$ % #$$ && '  (  #'  & ) "*% + &,,,       $ * &-   # ,/ "  , $ 2 1 E 0 F  " & $ & G & -  &  *  & 8   2 -  &  * &'   89   2 H*   " 6 6 $&      5I 2J   +B I 2J   +I 2J   -$$ &- &-&2 ' : $*   %''  B& -& &7' &$ $&$-$  &-&2 ' : $*  -&2  "&" (> 09C& &&D- 6 $ &7#0// ' 090.B0/8,/8%%%&   P1.87P1.87 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024        , ! "#$ % #$$ && '  (  #'  & ) "*% + &,,, K.- L E M34* " (D   ,M304* > ?7> ?$? $DD  E M3,/4* " (D   M3,/4* > ?$> ?$?  ,;3/,4* DD  ,E B,M3894 E - 3//04 *   $ : E#' 9E BM34**& * " (D   BM34**& * > ?$> ?$?  B;3,4**& * DD  8E% * - 3 $ 4  ;%$' /E1 * - 36 4  ;%$' -$$ &- &-&2 ' : $*   %''  B& -& &7' &$ $&$-$  &-&2 ' : $*  -&2  "&" (> 09C& &&D- 6 $ &7#0// ' 090.B0/8,/8%%%&   P1.88P1.88 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024         ! "#$ % #$$ && '  (  #'  & ) "*% + &,,, !" #" "$ #' > & $7 5-3 24 "'  $ B7 +-B 3 24 "'  $ 7 +-3 24 "'  $ 2 $7 N3+-B4OF3+-4O 3 24  8    "- 8    B-    && &  3P4  B-    && & && 3&4   &-   & *  3 24   &-   && *  3 24     * &-   & *  &  B(B&7 Q5B 3'4     * &-   & *  &  (B&7 Q53'4     * &-  &'  *  &  B(B&7 Q+B 3'4     * &-  &'  *  &  (B&7 Q+3'4  %"& "&  # " " " "'   "(&")*+  3 24  3 24 , 9 ,/ *" "&  # " " " "'   "(&")*!+ 88 ,73"  87   89, R $   4  3 24 3&4 83 24   99   9 0,9 -$$ &- &-&2 ' : $*   %''  B& -& &7' &$ $&$-$  &-&2 ' : $*  -&2  "&" (> 09C& &&D- 6 $ &7#0// ' 090.B0/8,/8%%%&   P1.89P1.89 1700 E St Andrew Pl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t Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.91 Dog Kennel - Gravity Design P1.91 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Project: Location: Client: Job No: Date: Engineer: P1.92 Framing Key Plan B2 23-12434Saint Andrew 2-16-2024 LR B1 B3 10 f t 10 f t P1.92 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Project: Location: Client: Job No: Date: Engineer: P1.93 B1 DL= 12psf LL= 20psfDL= 12 psf LL= 20 psf Trib=10 ft **See Enercalc output next for full report 12' B2 DL= 12 psf LL= 20 psf Trib= 3'/2=1.5 ft Out-of-Plane: W=39psf (C&C, see wind calculation)/2 (we will put 2 channels) W= 19.5psf, Trib = h/2=10'/2 =5' **See Enercalc output next for full report 12' DL= 12psf LL= 20psf 23-12434Saint Andrew 2-16-2024 LR B3 DL= 12psf LL= 20psfDL= 12 psf LL= 20 psf Trib=13'/2= 6.5 ft **See Enercalc output next for full report 51' We will be designing B3 as a single span so we don't count on concrete panel. P1.93 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:B1 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :46.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Uniform Load : D = 0.0120, L = 0.020 ksf, Tributary Width = 10.0 ft, (Dead and Live Loads) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.152 : 1 Load Combination +1.20D+1.60L Span # where maximum occurs Span # 1 2.945 k Mn * Phi : Allowable 58.305 k-ft Vn * Phi : Allowable HSS8x6x1/4Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+1.60L 84.512 k Section used for this span HSS8x6x1/4 Mu : Applied Maximum Shear Stress Ratio =0.035 : 1 0.000 ft 8.836 k-ft Vu : Applied 0 <360 1473 Ratio =0 <180.0 Maximum Deflection Max Downward Transient Deflection 0.057 in 2,521Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.098 in Ratio =>=180. Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 12.00 ft 1 0.062 0.014 3.59 3.59 64.78 58.31 1.00 1.00 1.20 93.90 84.51 +1.20D+1.60L Dsgn. L = 12.00 ft 1 0.152 0.035 8.84 8.84 64.78 58.31 1.00 1.00 2.95 93.90 84.51 +1.20D+0.50L Dsgn. L = 12.00 ft 1 0.084 0.019 4.88 4.88 64.78 58.31 1.00 1.00 1.63 93.90 84.51 +1.20D Dsgn. L = 12.00 ft 1 0.053 0.012 3.08 3.08 64.78 58.31 1.00 1.00 1.03 93.90 84.51 +0.90D Dsgn. L = 12.00 ft 1 0.040 0.009 2.31 2.31 64.78 58.31 1.00 1.00 0.77 93.90 84.51 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.0978 6.034 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 2.054 2.054 Max Upward from Load Combinations 2.054 2.054 Max Upward from Load Cases 1.200 1.200 D Only 0.854 0.854 +D+L 2.054 2.054 P1.94P1.94 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:B1 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS +D+0.750L 1.754 1.754 +0.60D 0.513 0.513 L Only 1.200 1.200 P1.95P1.95 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:B2 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :36.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Uniform Load : D = 0.0120, L = 0.020 ksf, Tributary Width = 1.50 ft, (Dead and Live Loads) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.044 : 1 Load Combination +1.20D+1.60L Span # where maximum occurs Span # 1 0.5522 k Mn * Phi : Allowable 37.530 k-ft Vn * Phi : Allowable C8x18.7Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+1.60L 75.738 k Section used for this span C8x18.7 Mu : Applied Maximum Shear Stress Ratio =0.007 : 1 0.000 ft 1.657 k-ft Vu : Applied 0 <360 5864 Ratio =0 <180 Maximum Deflection Max Downward Transient Deflection 0.011 in 13,038Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.025 in Ratio =>=180 Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 12.00 ft 1 0.025 0.004 0.92 0.92 41.70 37.53 1.00 1.00 0.31 84.15 75.74 +1.20D+1.60L Dsgn. L = 12.00 ft 1 0.044 0.007 1.66 1.66 41.70 37.53 1.00 1.00 0.55 84.15 75.74 +1.20D+0.50L Dsgn. L = 12.00 ft 1 0.028 0.005 1.06 1.06 41.70 37.53 1.00 1.00 0.35 84.15 75.74 +1.20D Dsgn. L = 12.00 ft 1 0.021 0.003 0.79 0.79 41.70 37.53 1.00 1.00 0.26 84.15 75.74 +0.90D Dsgn. L = 12.00 ft 1 0.016 0.003 0.59 0.59 41.70 37.53 1.00 1.00 0.20 84.15 75.74 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.0246 6.034 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.400 0.400 Max Upward from Load Combinations 0.400 0.400 Max Upward from Load Cases 0.220 0.220 D Only 0.220 0.220 +D+L 0.400 0.400 P1.96 DCR gravity + DCR wind = 0.044 + 0.671(see next page) =0.715 < 0.9 OK. P1.96 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:B2 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS +D+0.750L 0.355 0.355 +0.60D 0.132 0.132 L Only 0.180 0.180 P1.97P1.97 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:B2-OutOfPlane Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Analysis Method : ksi Bending Axis :Minor Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :36.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Uniform Load : D = 0.01950 ksf, Tributary Width = 5.0 ft, (Wind) .Design N.G.DESIGN SUMMARY Maximum Bending Stress Ratio =0.671 : 1 Load Combination +1.40D Span # where maximum occurs Span # 1 0.9761 k Mn * Phi : Allowable 4.363 k-ft Vn * Phi : Allowable C8x18.7Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.40D 38.363 k Section used for this span C8x18.7 Mu : Applied Maximum Shear Stress Ratio =0.025 : 1 0.000 ft 2.928 k-ft Vu : Applied 0 <360 151 Ratio =0 <180.0 Maximum Deflection Max Downward Transient Deflection 0 in 0Ratio =<360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.953 in Ratio =<180.0 Max Upward Total Deflection 0 in n/a n/a Span: 1 : D Only n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnyMu Max Phi*Mny Cb VuMaxMny Phi*VnySegment Length +1.40D Dsgn. L = 12.00 ft 1 0.671 0.025 2.93 2.93 4.85 4.36 1.00 1.00 0.98 42.63 38.36 +1.20D Dsgn. L = 12.00 ft 1 0.575 0.022 2.51 2.51 4.85 4.36 1.00 1.00 0.84 42.63 38.36 +0.90D Dsgn. L = 12.00 ft 1 0.431 0.016 1.88 1.88 4.85 4.36 1.00 1.00 0.63 42.63 38.36 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections D Only 1 0.9533 6.034 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.697 0.697 Max Upward from Load Combinations 0.418 0.418 Max Upward from Load Cases 0.697 0.697 D Only 0.697 0.697 +0.60D 0.418 0.418 P1.98 No concern here since we will be putting (2) C-channels P1.98 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:B3 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :46.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Uniform Load : D = 0.0120, L = 0.020 ksf, Tributary Width = 6.50 ft .Design N.G.DESIGN SUMMARY Maximum Bending Stress Ratio =0.948 : 1 Load Combination +1.20D+1.60L Span # where maximum occurs Span # 1 8.688 k Mn * Phi : Allowable 116.846 k-ft Vn * Phi : Allowable HSS12x8x1/4Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+1.60L 130.814 k Section used for this span HSS12x8x1/4 Mu : Applied Maximum Shear Stress Ratio =0.066 : 1 0.000 ft 110.776 k-ft Vu : Applied 0 <360 89 Ratio =0 <180 Maximum Deflection Max Downward Transient Deflection 3.709 in 164Ratio =<360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 6.895 in Ratio =<180 Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 51.00 ft 1 0.431 0.030 50.34 50.34 129.83 116.85 1.00 1.00 3.95 145.35 130.81 +1.20D+1.60L Dsgn. L = 51.00 ft 1 0.948 0.066 110.78 110.78 129.83 116.85 1.00 1.00 8.69 145.35 130.81 +1.20D+0.50L Dsgn. L = 51.00 ft 1 0.550 0.039 64.28 64.28 129.83 116.85 1.00 1.00 5.04 145.35 130.81 +1.20D Dsgn. L = 51.00 ft 1 0.369 0.026 43.15 43.15 129.83 116.85 1.00 1.00 3.38 145.35 130.81 +0.90D Dsgn. L = 51.00 ft 1 0.277 0.019 32.36 32.36 129.83 116.85 1.00 1.00 2.54 145.35 130.81 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 6.8948 25.646 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 6.135 6.135 Max Upward from Load Combinations 6.135 6.135 Max Upward from Load Cases 3.315 3.315 D Only 2.820 2.820 +D+L 6.135 6.135 P1.99 No concern here for the deflection since we have bracing every 10ft in the (E) building P1.99 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:B3 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS +D+0.750L 5.306 5.306 +0.60D 1.692 1.692 L Only 3.315 3.315 P1.100P1.100 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.101 Dog Kennel - Gravity Footing Design P1.101 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Project: Location: Client: Job No: Date: Engineer: P1.102 Footing Design: 23-12434Saint Andrew 2-16-2024 LR 1-1 P1.102 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Project: Location: Client: Job No: Date: Engineer: P1.103 FOOTING DESIGN: 1-1 Design (Continuous footing): Allowable Stress = 200psf Loading Criteria on continuous footing: Wall weight= 84psf Roof DL= 12psf Roof LL= 20psf Tributary width= 12'/2 = 6' Dimensions of the wall: Length, L= 39' Height, h= 10' Loading on the footing: Pwall= 84psf x (10') x 1'=840lbs/ft Proof,DL=12psf x 6' x 1'-0"= 72lbs/ft Proof,LL= 20psf x 6' x 1'-0"= 120lbs/ft Misc, Pmisc= 100 lbs/ft Total Load: PD= 840lbs/ft+72lbs/ft+100lbs/ft = 1012lbs/ft PL= 120lbs/ft Using ASD load combination: 1.0 x DL+1.0 x LL [L.C#3, ASCE 2.4.1] =1.0 x 1012lbs/ft + 1.0 x 120lbs/ft = 1132lbs/ft Required Foundation Dimensions: Breq= (PD+PL)/allowable stress = 1132/2000 = 0.6' Use min 1'xcontinuous footing, check shear wall for seismic requirements 23-12434Saint Andrew 2-16-2024 LR P1.103 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.104 Dog Kennel - Seismic Design P1.104 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024                !"# $ %!&                  ! " ! #$ # # ! # #% #  &   '(%)(* !'( )  ) (* +,   !'( ) *-     '  )  +,  !'*- ) &   #) (* +, #  !'*- ) &   ) (* +, &  #  ! )   )  +, &  . /012 $ % %01  $31 $ 3 %/4 *4300%01 %1/ %01  +"% 301  533 / 040 1  24  . /012  %01  *% 6020 7 . /012 $ %  / 88 0 1 %143 2 1 7. /012 #/ $001 . /012 $ %07/  *33/1"04  24  . /012 $ %+,01 # ) !  - * 9 / /%/ :$ 4$ !1 0%0  1/ 533 / 040#;  1/. /012 #/ $001 . /012 $ % %01  11 < 07  . /012 ./4  / #;  * 9 / /%/ :$ 4$ . /012 ./4  / #;   0$40% $07 ! 71/: %01  $31 $ %1/#; 9/20 /: / 0 1/% 2 4$1 /: $ / =$ $07 3 %/ *%%  /01   $ %+,01   )   431/ % %1/#;  *2>$ 2 !+ 3 %/ *%%   $ %+,01  )   $07 3 %/ *%%  /01  1/+,01   )   0 !1 0%0    $ %#;  *2>$ 2 !+ 3 %/ *%%  1/+,01  )   33 2 !+ 3 %/ *%%   $ % %01  0 !1 0%0   1/#;  0 !$$ %01 $  ?  5$  5(9 0 10$ 31/ 9%%3 %: ! 71/:#;  14 (4 /  ' ' ' @ 33 2 !+ 3 %/ *%%  1/ %01  0  * 2/ =   * ' !01/ 0 17 A  *!+  / % 4/B$ P1.105P1.105 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Project: Location: Client: Job No: Date: Engineer: P1.106 Redundancy Check: 23-12434Saint Andrew 2-16-2024 LR 1-1 H=10' L=39' H/L = 0.25 < 2 Redundancy factor= 1.3 because the shear wall length to height is less than 2. (ASCE7-16, 12.3.4.2 (b)) P1.106 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Project: Location: Client: Job No: Date: Engineer: P1.107 Dog Kennel In-plane shear Masonry wall Cs=0.044 x SDS X Ie > 0.03 (Eq.15.4-1) =0.044 x 1.018 x 1 = 0.045 W= 15psf V= CS x W = 0.045 x 15psf x 13ft x 40ft V= 350lbs 23-12434Saint Andrew 2-16-2024 LR P1.107 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.108 Dog Kennel - In-Plane shear wall Design P1.108 1700 E St Andrew Pl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t Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.110 Dog Kennel - Out of Plane shear wall Design P1.110 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Cantilevered Retaining Wall LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: Code References Calculations per IBC 2021 1807.3, ASCE 7-16 0.00 10.00 0.00 0.00 1,500.0 35.0 0.0 250.0 Criteria Soil Data Retained Height =ft Wall height above soil =ft Active Heel Pressure =psf/ft Slope Behind Wall Height of Soil over Toe in Water table above =ft = = 110.00=pcf = Soil Density, Heel = Passive Pressure =psf/ft Allow Soil Bearing =psf Soil Density, Toe 110.00 pcf Footing||Soil Friction =0.400 Soil height to ignore for passive pressure =12.00 in Equivalent Fluid Pressure Method bottom of footing Surcharge Loads Adjacent Footing Load Load Type 0.0 Lateral Load =0.0 #/ft 0.0 0.0 0.0 0.0 Axial Load Applied to Stem Wall to Ftg CL Dist =0.00 ft Wind on Exposed Stem psf25.0= Lateral Load Applied to Stem Surcharge Over Heel =psf Adjacent Footing Load =0.0 lbs Axial Dead Load (Service Level) =lbs Footing Type Spread Footing Surcharge Over Toe Footing Width =0.00 ft...Height to Top =0.00 ft Eccentricity =0.00 in...Height to Bottom =0.00 ft Used To Resist Sliding & Overturning Used for Sliding & Overturning =0.0 ft Axial Live Load = Base Above/Below Soil lbs = Axial Load Eccentricity ==Poisson's Ratio 0.300 at Back of Wall in (Service Level) Wind (W)= P1.111P1.111 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Cantilevered Retaining Wall LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: Design Summary Wall Stability Ratios Overturning =2.27 Global Stability =4.97 OK Sliding =3.72 OK Total Bearing Load =2,040 lbs ...resultant ecc.=10.57 in Eccentricity outside middle third Soil Pressure @ Toe =1,215 psf OK Soil Pressure @ Heel =0 psf OK Allowable =1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe =1,701 psf ACI Factored @ Heel =0 psf Footing Shear @ Toe =6.2 psi OK Footing Shear @ Heel =1.3 psi OK Allowable =82.2 psi Sliding Calcs Lateral Sliding Force =320.0 lbs less 100% Passive Force less 100% Friction Force Added Force Req'd ....for 1.5 Stability = 0.0= 816.0 375.0 == 0.0 - lbs lbs lbs OK lbs OK - Masonry Block Type = Stem Construction Bottom Stem OK Shear.....Actual Design Height Above Ftg =0.00ft Wall Material Above "Ht"=Masonry Thickness =8.00 Rebar Size =#5 Rebar Spacing =8.00 Rebar Placed at =Center Design Data fb/FB + fa/Fa =0.705 Total Force @ Section =250.0lbs Moment....Actual =1,250.0ft-# Moment.....Allowable =1,772.0 =2.7psi Shear.....Allowable =53.1psi Wall Weight =84.0psf Rebar Depth 'd'=3.81in Masonry Data f'm =2,000psi Fs =psi 20,000 Solid Grouting =Yes Modular Ratio 'n'=16.11 Equiv. Solid Thick.=7.63in Concrete Data f'c =psi Fy = Masonry Design Method ASD= Load Factors Building Code Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.000 Seismic, E 1.000 psi Service Level =lbsStrength Level Service Level Strength Level =ft-# Service Level Strength Level =psi Design Method =ASD SD SD Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Anet (Masonry)=91.50in2 P1.112P1.112 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Cantilevered Retaining Wall LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: 1.67 2.33 24.00 Footing Torsion, Tu = = ft-lbs0.00 Min. As % Footing Allow. Torsion, phi Tu 0.0018 =ft-lbs Footing Data If torsion exceeds allowable, provide f'c 0.00 =3,000 psi Toe Width =ft Heel Width = Key Distance from Toe Key Depth Key Width =in =in = 0.00 0.00 0.00 ft Footing Thickness =in 4.00= Cover @ Top =2.00 in@ Btm.=3.00 in Total Footing Width =150.00 pcfFooting Concrete Density Fy =60,000 psi Footing Design Results Key: = No key defined Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe: #4@ 4.62 in, #5@ 7.17 in, #6@ 10.18 in, #7@ 13.88 in, #8@ 18.28 in, #9@ 23.14 in, #10@ 29.39 in #4@ 4.62 in, #5@ 7.17 in, #6@ 10.18 in, #7@ 13.88 in, #8@ 18.28 in, #9@ 23.14 in, #10@ 29.39 in =None Spec'd = = = = = 1,701 1,972 600 1,372 6.23 82.16 Heel: 0 91 600 509 1.30 82.16 HeelToe psf ft-# ft-# ft-# psi psi Heel Reinforcing =# 6 @ 8.00 in Other Acceptable Sizes & Spacings Key Reinforcing Toe Reinforcing =# 6 @ 8.00 in Min footing T&S reinf Area Min footing T&S reinf Area per foot If one layer of horizontal bars: 2.07 0.52 #4@ 4.63 in #5@ 7.18 in #6@ 10.19 in in2 in2 /ft If two layers of horizontal bars: #4@ 9.26 in #5@ 14.35 in #6@ 20.37 in supplemental design for footing torsion. phiMn 62,30459,334=ft-# OKOK P1.113P1.113 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Cantilevered Retaining Wall LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: Summary of Overturning & Resisting Forces & Moments .....RESISTING..........OVERTURNING..... Force Distance Moment Distance Moment Item Force ft-# lbs ftft ft-#lbs Sloped Soil Over Heel =Surcharge over Heel = Surcharge Over Heel = = Adjacent Footing Load =Adjacent Footing Load Axial Dead Load on Stem = =* Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Surcharge Over Toe Load @ Stem Above Soil = 250.0 7.00 1,750.0 = = = = = Stem Weight(s) = 840.0 2.00 1,680.0 Earth @ Stem Transitions =Footing Weight = 1,200.0 2.00 2,400.0 Key Weight = Added Lateral Load lbs =1,796.7 Vert. Component Total = 2,040.0 4,080.0 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. Total =R.M. =320.0 O.T.M. = Resisting/Overturning Ratio =2.27 Vertical Loads used for Soil Pressure =2,040.0 lbs Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Soil Over HL (ab. water tbl) Soil Over HL (bel. water tbl) 0.0 3.17 3.17 0.0 0.0 Water Table Buoyant Force = HL Act Pres (ab water tbl) HL Act Pres (be water tbl) 70.0 0.67 46.7 Hydrostatic Force Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl @ Top of Wall (approximate only) 0.084 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, because the wall would then tend to rotate into the retained soil. P1.114P1.114 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Cantilevered Retaining Wall LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: Rebar Lap & Embedment Lengths Information Stem Design Segment: Bottom Stem Design Height: 0.00 ft above top of footing Calculated Rebar Stress, fs = 9882.56 psi Lap Splice length for #5 bar specified in this stem design segment (25.4.2.4a) =25.00 in Development length for #5 bar specified in this stem design segment =12.35 in Hooked embedment length into footing for #5 bar specified in this stem design segment =6.39 in As Provided =0.4650 in2/ft As Required =0.2228 in2/ft P1.115P1.115 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Cantilevered Retaining Wall LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: P1.116P1.116 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Cantilevered Retaining Wall LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 Project Descr: P1.117P1.117 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.118 Dog Kennel - Seismic Footing Design P1.118 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024                                   !"## " " " " " $  %  " " " " "& " '()  *' + , - ρ"    . / /'  0. /' #"  1  . /2'  0" 3  &  "& 4404  3 "& 4404     5$'   5 ' "&  $' '/ "  %  ' '/   61σ704* -8    $'    9  *σ0-     ' 1   σ5&  σ  :  σ54=&  σ,,=   ;1σ547*04-84*<1 - "σ,, 11:  =    σ57*04-84*1 -  > > > > >&   &  1  1 %        " " " " " σ54    ! ! 1 σ5   1  ! 1 9   ),, ),, ),, ),, ),,  ?@ ?@ ?@ ?@ ?@     !"#$#%"#$#"#&' > <<* 3- > "1< <3 <,<*, 3 - "1*<-<$ %%<%,<*%, 3% - %"1%<%$ > "1<": >& <":&7<* 3-<8 "1*<-<":ρ) '<<":&7,<*, 3 -<$8 %"1%<":ρ%) '%%<":&7%,<*%, 3% -<%$8 > <":&7<* 3-<":8 <<":&7,<*, 3 -<":ρ) '8 %%<":&7%,<*%, 3% -<":ρ%) '8   A 9B ' B C, > ) ) . / / /   P1.119 PDL=19psf x 13ft x 40ft = 9.88kips PLL= 20psf x 13ft x 40ft=10.4kips ME=350lbs x 10ft=3.5lbs-ft P1.119 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.120 Concrete Opening Design DELTA B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.121 NARRATION: 1-AN EXISTING 12" CONCRETE WALL WAS DISCOVERED DURING FIELD EXPLORATION ALONG GRIDLINE 16, BETWEEN GRIDS G.3 AND F.3 IN WHICH A PROPOSED NEW OPENING TO OCCUR 2-ORIGINAL CONSTRUCTION AS-BUILTS, PREPARED BY SVERDRUP BUILDING CORPORATION AND DATED 1991, DO NOT SHOW THE CONCRETE WALL, AND THERE WERE NO ADDITIONAL RETROFITS TO THIS BUILDING ON RECORD. 3-A SCAN OF THIS WALL SHOWED A DOUBLE LAYER OF #5 @ 12" O.C. IN EACH WAY AND NO JAMB BARS. WALL STOPPED BELOW EXISTING BEAM, WITH NO STIFFNERS NOR BEAM BRACING NOTED 4-FIELD INVESTIGATION DID NOT SHOW ANY SPECIAL DRAG CONNECTIONS NOR DETAILING 5-WE LIMITED THE OPENING TO 2’-8” NOT TO EXCEED 10% OF TOTAL WALL LENGTH, THEREFORE DOES NOT EXCEED THE THRESHOLD OF A SEISMIC RETROFIT PER IEBC 805.3 (SEE NEXT PAGE) 6-FOLLOWING CALCULATION SHOWS STEEL VERTICAL AND HORIZONTAL OPENING REINFORCEMENTS WE ADDED RAD 4/2/24 23-12434OC PROBATION CENTER FIRST FLOOR- GRIDLINES 16, F.3 TO G.3 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 P1.122 EXTRACT FROM FOUNDATION OF PLAN OF ORIGINAL AS-BUILTS- NOTE CLOUDED LOCATION WITH NO SHEARWALL RAD 4/2/24 23-12434OC PROBATION CENTER FIRST FLOOR- GRIDLINES 16, F.3 TO G.3 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 CHAPTER 8 ALTERATIONS—LEVEL 2 SECTION 805 STRUCTURAL [BS]805.1 General. Structural elements and systems within buildings undergoing Level 2 alterations shall comply with this section. [BS]805.2 Existing structural elements carrying gravity loads. Any existing gravity load-carrying structural element for which an alteration causes an increase in design dead, live or snow load, including snow drift effects, of more than 5 percent shall be replaced or altered as needed to carry the gravity loads required by the International Building Code for new structures. Any existing gravity load-carrying structural element whose gravity load-carrying capacity is decreased as part of the alteration shall be shown to have the capacity to resist the applicable design dead, live and snow loads, including snow drift effects, required by the International Building Code for new structures. Exceptions: 1.Buildings of Group R occupancy with not more than five dwelling or sleeping units used solely for residential purposes where the altered building complies with the conventional light-frame construction methods of the International Building Code or the provisions of the International Residential Code. 2.Buildings in which the increased dead load is attributable to the addition of a second layer of roof covering weighing 3 pounds per square foot (0.1437 kN/m ) or less over an existing single layer of roof covering. [BS]805.3 Existing structural elements resisting lateral loads. Except as permitted by Section 805.4, where the alteration increases design lateral loads, or where the alteration results in prohibited structural irregularity as defined in ASCE 7, or where the alteration decreases the capacity of any existing lateral load-carrying structural element, the structure of the altered building or structure shall meet the requirements of Sections 1609 and 1613 of the International Building Code. Reduced seismic forces shall be permitted. Exception: Any existing lateral load-carrying structural element whose demand-capacity ratio with the alteration considered is not more than 10 percent greater than its demand-capacity ratio with the alteration ignored shall be permitted to remain unaltered. For purposes of calculating demand-capacity ratios, the demand shall consider applicable load combinations with design lateral loads or forces in accordance with Sections 1609 and 1613 of the International Building Code. Reduced seismic forces shall be permitted. For purposes of this exception, comparisons of demand-capacity ratios and calculation of design lateral loads, forces and capacities shall account for the cumulative effects of additions and alterations since original construction. [BS]805.4 Voluntary lateral force-resisting system alterations. Structural alterations that are intended exclusively to improve the lateral force-resisting system and are not required by other sections of this code shall not be required to meet the requirements of Section 1609 or Section 1613 of the International Building Code, provided that the following conditions are met: 1.The capacity of existing structural systems to resist forces is not reduced. 2.New structural elements are detailed and connected to existing or new structural elements as required by the International Building Code for new construction. 3.New or relocated nonstructural elements are detailed and connected to existing or new structural elements as required by the International Building Code for new construction. 4.T h e alterations do not create a structural irregularity as defined in ASCE 7 or make an existing structural irregularity more severe. 2 2021 International Existing Building Code (IEBC)Second Version: Apr 2022 Copyright © 2023 International Code Council, Inc., or its licensors (ALL RIGHTS RESERVED). Accessed by Richard Daoud on 03/20/2023 pursuant to License Agreement with ICC. No further reproduction or distribution authorized. Any Unauthorized reproduction or distribution is a violation of the federal copyright, and subject to civil and criminal penalties thereunder. P1.123 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Project: Location: Client: Job No: Date: Engineer: P1.124 Load from concrete wall: g concrete= 150pcf; thickness = 8in DL= 150pcf x 8"/12 DLwall = 100psf Height above opening= 4ft WDL,wall= 100psf x 4ft WDL,wall= 400plf Load from floor above: DL = 51psf (see Load Criteria of floor) LL = 65psf (see Load Criteria of floor) Trib width = 28'/2 +28' /2 Trib width = 28ft WDL= 51psf x 28ft WDL= 1428plf WLL= 65psf x 28ft WLL= 1820plf Beam Design: B1: WDL= weight wall + weight floor = 400plf + 1428plf WDL= 1828plf WLL= 1820plf Out of Plane: Wall out-of-plane: Fp = 0.4 x SDS x I x ka x Wp (ASCE Chapter 12, equation 12.11-1) Where Wp= 150pcf x 8"/12 = 100psf = 0.4 x 1.018 x 1 x 100 = 41plf /ft > Fp, min = 5plf/ft; therefore, use 41plf/ft. And ka=1 Reaction=41plf/ft x 4ft /2 =82lbs/ft >Load on the beam= 82lbs / ft **See Enercalc output next page. Concrete opening design 8f t WDL=1.828k/ft WLL= 1.820k/ft 2.7ft 2'-8" max 4f t 8f t 41plf 82lbs (N)Beam (N)Opening B1 4/3/24 23-12434OC PROBATION CENTER FIRST FLOOR- GRIDLINES 16, F.3 TO G.3 LR 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Project: Location: Client: Job No: Date: Engineer: P1.125 Column Design: PDL= 2.525kips PLL= 2.457kips (Reactions from Beam) Out of Plane: Fp =82plf x L beam / 2 = 82plf x 2.7ft / 2 =111lbs **See Enercalc output next page. Concrete opening design 8f t 10 f t PDL= 2.525kips PLL= 2.457kips 8f t 2'-8"maxft 111lbs 4/3/24 23-12434OC PROBATION CENTER FIRST FLOOR- GRIDLINES 16, F.3 TO G.3 LR C1 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.24.03.04 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:B1 Project File: OC Probation.ec6 Project Title:OC Probation Engineer:LR Project ID:23-12434 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :46.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Uniform Load : D = 1.828, L = 1.820 k/ft, Tributary Width = 1.0 ft, (Dead and Live Loads) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.030 : 1 Load Combination +1.20D+1.60L Span # where maximum occurs Span # 1 6.962 k Mn * Phi : Allowable 154.560 k-ft Vn * Phi : Allowable HSS12x6x3/8Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+1.60L 189.907 k Section used for this span HSS12x6x3/8 Mu : Applied Maximum Shear Stress Ratio =0.037 : 1 0.000 ft 4.699 k-ft Vu : Applied 0 <360 45567 Ratio =0 <180 Maximum Deflection Max Downward Transient Deflection 0 in 0Ratio =<360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.001 in Ratio =>=180 Max Upward Total Deflection 0 in n/a n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 2.70 ft 1 0.015 0.019 2.39 2.39 171.73 154.56 1.00 1.00 3.54 211.01 189.91 +1.20D+1.60L Dsgn. L = 2.70 ft 1 0.030 0.037 4.70 4.70 171.73 154.56 1.00 1.00 6.96 211.01 189.91 +1.20D+L Dsgn. L = 2.70 ft 1 0.024 0.029 3.70 3.70 171.73 154.56 1.00 1.00 5.49 211.01 189.91 +1.20D Dsgn. L = 2.70 ft 1 0.013 0.016 2.05 2.05 171.73 154.56 1.00 1.00 3.03 211.01 189.91 +0.90D Dsgn. L = 2.70 ft 1 0.010 0.012 1.53 1.53 171.73 154.56 1.00 1.00 2.27 211.01 189.91 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.0007 1.358 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 4.982 4.982 Max Upward from Load Combinations 4.982 4.982 Max Upward from Load Cases 2.525 2.525 D Only 2.525 2.525 +D+L 4.982 4.982 P1.126 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.24.03.04 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:B1 Project File: OC Probation.ec6 Project Title:OC Probation Engineer:LR Project ID:23-12434 Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS +D+0.750L 4.368 4.368 +0.60D 1.515 1.515 L Only 2.457 2.457 P1.127 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.24.03.04 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:B1-OOP Project File: OC Probation.ec6 Project Title:OC Probation Engineer:LR Project ID:23-12434 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Minor Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :46.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Uniform Load : E = 0.0820 k/ft, Tributary Width = 1.0 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.001 : 1 Load Combination +1.20D+E Span # where maximum occurs Span # 1 0.1799 k Mn * Phi : Allowable 90.143 k-ft Vn * Phi : Allowable HSS12x6x3/8Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+E 85.877 k Section used for this span HSS12x6x3/8 Mu : Applied Maximum Shear Stress Ratio =0.002 : 1 2.700 ft 0.121 k-ft Vu : Applied 0 <360 569559 Ratio =0 <180 Maximum Deflection Max Downward Transient Deflection 0 in 0Ratio =<360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.000 in Ratio =>=180 Max Upward Total Deflection 0 in n/a n/a Span: 1 : +D+0.70E n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnyMu Max Phi*Mny Cb VuMaxMny Phi*VnySegment Length +1.40D Dsgn. L = 2.70 ft 1 0.001 0.001 0.05 0.05 100.16 90.14 1.00 1.00 0.08 95.42 85.88 +1.20D Dsgn. L = 2.70 ft 1 0.001 0.001 0.05 0.05 100.16 90.14 1.00 1.00 0.07 95.42 85.88 +0.90D Dsgn. L = 2.70 ft 1 0.000 0.001 0.04 0.04 100.16 90.14 1.00 1.00 0.05 95.42 85.88 +1.20D+E Dsgn. L = 2.70 ft 1 0.001 0.002 0.12 0.12 100.16 90.14 1.00 1.00 0.18 95.42 85.88 +0.90D+E Dsgn. L = 2.70 ft 1 0.001 0.002 0.11 0.11 100.16 90.14 1.00 1.00 0.16 95.42 85.88 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+0.70E 1 0.0001 1.358 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.135 0.135 Max Upward from Load Combinations 0.135 0.135 Max Upward from Load Cases 0.111 0.111 D Only 0.058 0.058 +0.60D 0.035 0.035 P1.128 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Beam LIC# : KW-06014491, Build:20.24.03.04 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:B1-OOP Project File: OC Probation.ec6 Project Title:OC Probation Engineer:LR Project ID:23-12434 Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS +D+0.70E 0.135 0.135 +D+0.5250E 0.116 0.116 +0.60D+0.70E 0.112 0.112 E Only 0.111 0.111 P1.129 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Column LIC# : KW-06014491, Build:20.24.03.04 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:C1 Project File: OC Probation.ec6 Project Title:OC Probation Engineer:LR Project ID:23-12434 Project Descr: .Code References Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Steel Stress Grade Top & Bottom PinnedAnalysis Method : 10.0Overall Column Height Top & Bottom FixityLoad Resistance Factor Fy : Steel Yield ksi29,000.0 ksi Steel Section Name :HSS6x6x3/8 46.0 ft E : Elastic Bending Modulus Unbraced Length for buckling ABOUT X-X Axis = 10 ft, K = 1.0 Unbraced Length for buckling ABOUT Y-Y Axis = 10 ft, K = 1.0 Brace condition : .Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 274.058 lbs * Dead Load Factor AXIAL LOADS . . . Axial Load at 10.0 ft, D = 2.525, L = 2.457 k BENDING LOADS . . . Lat. Point Load at 8.0 ft creating Mx-x, E = 0.1110 k Lat. Point Load at 8.0 ft creating My-y, E = 0.1110 k .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.02799 Location of max.above base 0.0 ft 7.290 k 260.462 k 0.0 k-ft Load Combination +1.20D+1.60L Load Combination +1.20D+L+E 54.510 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 0.08880 k 0.001241 : 1 Location of max.above base 8.054 ft At maximum location values are . . . : 1 At maximum location values are . . . k Pu 0.9 * Pn Mu-x Vu : Applied Vn * Phi : Allowable 0.9 * Mn-x : 0.9 * Mn-y : Mu-y 54.510 k-ft 0.0 k-ft Maximum Load Reactions . . Top along X-X 0.08880 k Bottom along X-X 0.02220 k Top along Y-Y 0.08880 k Bottom along Y-Y 0.02220 k Maximum Load Deflections . . . Along Y-Y 0.002039 in at 5.705 ft above base for load combination :E Only Along X-X 0.002039 in at 5.705 ft above base for load combination :E Only 71.564 . Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Location Stress Ratio Status LocationStatus Load Combination Results Cbx Cby KxLx/Rx KyLy/Ry +1.40D PASS PASS0.00 0.000 0.00 ftft0.015 1.42 1.42 52.63 52.63 +1.20D+1.60L PASS PASS0.00 0.000 0.00 ftft0.028 1.42 1.42 52.63 52.63 +1.20D+L PASS PASS0.00 0.000 0.00 ftft0.022 1.42 1.42 52.63 52.63 +1.20D PASS PASS0.00 0.000 0.00 ftft0.013 1.42 1.42 52.63 52.63 +0.90D PASS PASS0.00 0.000 0.00 ftft0.010 1.42 1.42 52.63 52.63 +1.20D+L+E PASS PASS0.00 0.001 8.05 ftft0.022 1.42 1.42 52.63 52.63 +0.90D+E PASS PASS7.99 0.001 8.05 ftft0.011 1.42 1.42 52.63 52.63 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments D Only 2.799 +D+L 5.256 +D+0.750L 4.642 +0.60D 1.679 +D+0.70E 0.0622.799 0.016-0.016 0.062 +D+0.750L+0.5250E 0.0474.642 0.012-0.012 0.047 P1.130 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Column LIC# : KW-06014491, Build:20.24.03.04 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:C1 Project File: OC Probation.ec6 Project Title:OC Probation Engineer:LR Project ID:23-12434 Project Descr: k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments +0.60D+0.70E 0.0621.679 0.016-0.016 0.062 L Only 2.457 E Only 0.0890.022-0.022 0.089 k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumAxial @ Base 5.256 Minimum"0.0890.022-0.022 0.089 MaximumReaction, X-X Axis Base 2.799 Minimum"0.0890.022-0.022 0.089 MaximumReaction, Y-Y Axis Base 0.0890.022-0.022 0.089 Minimum"2.799 MaximumReaction, X-X Axis Top 0.0890.022-0.022 0.089 Minimum"2.799 MaximumReaction, Y-Y Axis Top 2.799 Minimum"0.0890.022-0.022 0.089 MaximumMoment, X-X Axis Base 2.799 Minimum"2.799 MaximumMoment, Y-Y Axis Base 2.799 Minimum"2.799 MaximumMoment, X-X Axis Top 2.799 Minimum"2.799 MaximumMoment, Y-Y Axis Top 2.799 Minimum"2.799 .Maximum Deflections for Load Combinations Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance D Only 0.0000 0.000 0.000 ftftinin0.000 +D+L 0.0000 0.000 0.000 ftftinin0.000 +D+0.750L 0.0000 0.000 0.000 ftftinin0.000 +0.60D 0.0000 0.000 0.000 ftftinin0.000 +D+0.70E 0.0014 0.001 5.705 ftftinin5.705 +D+0.750L+0.5250E 0.0011 0.001 5.705 ftftinin5.705 +0.60D+0.70E 0.0014 0.001 5.705 ftftinin5.705 L Only 0.0000 0.000 0.000 ftftinin0.000 E Only 0.0020 0.002 5.705 ftftinin5.705 .Steel Section Properties :HSS6x6x3/8 R xx = 2.280 in Depth =6.000 in R yy = 2.280 in J =64.600 in^4 Width =6.000 in Wall Thick = 0.375 in Zx =15.800 in^3 Area = 7.580 in^2 Weight =27.406 plf I xx =39.50 in^4 S xx =13.20 in^3Design Thick =0.349 in I yy =39.500 in^4 C =22.100 in^3 S yy =13.200 in^3 Ycg =0.000 in P1.131 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 Steel Column LIC# : KW-06014491, Build:20.24.03.04 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:C1 Project File: OC Probation.ec6 Project Title:OC Probation Engineer:LR Project ID:23-12434 Project Descr: Sketches P1.132 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 X X X X X X XXXXXX X X X +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +12'-3"-OPEN +21'-5" GFI M FE +21'-1" +20'-9" +8'-7" +8'-7" +8'-4" +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX +8'-4" +8'-4" SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC +8'-5" +7'-9"+6'-8"+6'-11" +100" +85" GFI B +25" +25" +46" +21"+38" B +44" +44" SURFACE GFI +50" B +44"+67" EP B +44" B +48" +48" +48"+48" B B +60" B B B K AED EP H +94" B +49"+89" B K B B B B +84" CHASE +84" K K +34" B B +60" B EP SURFACE 5 5.1 6 7 7.9 8 9 10 11 12 134.7 +21'-5" GF I M FE +21'-1" +20'-9" +8'-7" +8'-7" ALARM B CHASE SURFACE B H H +88" +88" SFEC SFEC SFEC SFEC A B B.2 B.7 C D D.7 E F PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "A" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 X X X X X X XXXXXX X X X +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +12'-3"-OPEN +21'-5" GFI M FE +21'-1" +20'-9" +8'-7" +8'-7" +8'-4" +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX +8'-4" +8'-4" SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC +8'-5" X X X X X X XXXXX X X X X +7'-9" +44" SURFACEGFI EP B +44" B +48" +48" +48"+48" B FIRE RISER #1 FIRE RISER #2 B+44" B +44"+78" +9" SURFACE +12" +9" SURFACE +9" SURFACE +15" +9" SURFACE +12" +9" SURFACE +9" SURFACE +9" SURFACE +67" GFI B K B +44" B +59" +40" B +48" B EP SURFACE B +44" +44" +44" +44" K B +36" B ROLL UP DOOR BUTTON J B +55" +68" +54" +44" B B B B 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +8'-4" +12'-3" -OPEN +8'-4" +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX X X X X XXXXX H H +88" +88" +67" GFI +8'-4" K +85" +63" GFI +44" GFI +63" GFI +44" GFI K +8'-4" SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC B +72" +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "B" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +12'-3"-OPEN +21'-5" GFI M FE +21'-1" +20'-9" +8'-7" +8'-7" +26'-2" +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" +8'-5" +7'-9"+6'-8"+6'-11" +100" +85" GFI B +25" +25" +46" +21"+38" B +44" +44" SURFACE GFI +50" B +44"+67" EP B +44" B +48" +48" +48"+48" B B +60" B B B K AED EP H +94" B +49"+89" B K B B B B +84" CHASE +84" K K +34" B B +60" B EP SURFACE 5 5.1 6 7 7.9 8 9 10 11 12 134.7 +21'-5" GF I M FE +21'-1" +20'-9" +8'-7" +8'-7" H H +88" +88" SFEC SFEC SFEC SFEC A B B.2 B.7 C D D.7 E F PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "A" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +12'-3" -OPEN +21'-5" GFI M FE +21'-1" +20'-9" +8'-7" +8'-7" +26'-2" +8'-4" +8'-4" +26'-2" -OPEN +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" +8'-5" +7'-9" +44" SURFACE GFI EP B +44" B +48" +48" +48"+48" B FIRE RISER #1 FIRE RISER #2 B+44" B +44"+78" +9" SURFACE +12" +9" SURFACE +9" SURFACE +15" +9" SURFACE +12" +9" SURFACE +9" SURFACE +9" SURFACE +67" GFI B K B +44" B +59" +40" B +48" B EP SURFACE B +44" +44" +44" +44" B +36" B ROLL UP DOOR BUTTON J B +55" +68" +54" +44" B B B B 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +8'-4" +12'-3" -OPEN +26'-2" +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" H H +88" +88" +67" GFI +8'-4" +8'-4" N SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "B" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +8'-6" +8'-6" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 910 11 12 141516171819202122232425 13 9 10 11 12 13 1415 16 17 18 19 20 21 2223 24 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A R R R R R R RR +22'-6"-OPEN SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC OPEN BELOW OPEN BELOW K TRANSFORMER TRANSFORMER TRANSFORMER EP CHILLER PUMP CONTROL PANEL B +14" GFI B GFI +44" GFI+44" GFI +44" +8'-6" +8'-6" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C R R R R R R RR B +34" B +34" B +44" ELEVATOR PUSH BUTTON B B B B +22'-6" -OPEN B+44" B +44" SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC OPEN BELOW OPEN BELOW PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "B" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +7'-9"+6'-8"+6'-11" +8'-4" +21'-5"+21'-1" +20'-9" +8'-7" +8'-7" +8'-4" +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" +8'-5" +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-10" +7'-9"+6'-8"+6'-11" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 +21'-5" +6'-8" +8'-7"+8'-7" +21'-1" +20'-9" +8'-7" +8'-7" N N N N N N N N NNN N N N N N N +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" A B B.2 B.7 C D D.7 E F PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "A" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +7'-9"+6'-8"+6'-11" +8'-4" +21'-5"+21'-1" +20'-9" +8'-7" +8'-7" +8'-4" +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" +8'-5" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +7'-9" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +8'-4" N N N N N N N N N N N N N N N N N N N NNNNN N N +8'-3" +8'-3" +8'-4" +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" N +8'-6" +8'-6" +8'-5" +8'-6"+8'-4" +8'-6" +8'-4" +8'-4" +8'-3" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-6" +8'-7" +8'-6" N +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "B" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +8'-6" +8'-6" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C R R R R R R RR +22'-6" -OPEN N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N SFEC 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 910 11 12 141516171819202122232425 13 9 10 11 12 13 1415 16 17 18 19 20 21 2223 24 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A R R R R R R RR SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "B" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +8'-10" +9'-6" X X X X X X XXXXXX X X X +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +21'-5" +6'-8" +8'-7"+8'-7" FE +21'-1" +20'-9" +8'-7" +8'-7" +26'-2" +8'-3" +8'-3" +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX +8'-4" +8'-4" SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-5" +8'-4" +8'-6"+8'-6"+8'-4" +8'-4" +8'-6" +8'-4" +8'-4" +8'-4"+8'-3" +8'-6" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6"+8'-6" +8'-6" +8'-7" +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" +8'-5" +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-10" +7'-9"+6'-8"+6'-11" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 +21'-5" +6'-8" +8'-7"+8'-7" FE +21'-1" +20'-9" +8'-7" +8'-7" SFEC SFEC SFEC SFEC +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" A B B.2 B.7 C D D.7 E F PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "A" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +8'-10" +9'-6" X X X X X X XXXXXX X X X +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +21'-5" +6'-8" +8'-7"+8'-7" FE +21'-1" +20'-9" +8'-7" +8'-7" +26'-2" +8'-3" +8'-3" +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX +8'-4" +8'-4" SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-5" +8'-4" +8'-6"+8'-6"+8'-4" +8'-4" +8'-6" +8'-4" +8'-4" +8'-4"+8'-3" +8'-6" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6"+8'-6" +8'-6" +8'-7" +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" +8'-5" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +9'-6" X X X X X X XXXXX X X X X +7'-9" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +8'-4" +26'-2" +8'-3" +8'-3" +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX X X X X XXXXX +8'-4" +8'-4" SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-5" +8'-4" +8'-6"+8'-6"+8'-4" +8'-4" +8'-6" +8'-4" +8'-4" +8'-4"+8'-3" +8'-6" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6"+8'-6" +8'-6" +8'-7" +8'-6" +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "B" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +8'-6" +8'-6" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C R R R R R R RR +22'-6" -OPEN SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC OPEN BELOW OPEN BELOW +8'-6" +8'-6" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 910 11 12 141516171819202122232425 13 9 10 11 12 13 1415 16 17 18 19 20 21 2223 24 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A R R R R R R RR +22'-6"-OPEN SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC OPEN BELOW OPEN BELOW PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "B" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 N N PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 XXX XXX XXX PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C UL VER CI T Y, CA •I RVI NE, CA • L OS ANGEL E S , CA S AN F R A NC I S C O, C A • I S E L I N, N J • NEW Y ORK , NY IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C UL VER CI T Y, CA •I RVI NE, CA • L OS ANGEL E S , CA S AN F R A NC I S C O, C A • I S E L I N, N J • NEW Y ORK , NY IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C UL VER CI T Y, CA •I RVI NE, CA • L OS ANGEL E S , CA S AN F R A NC I S C O, C A • I S E L I N, N J • NEW Y ORK , NY IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C UL VER CI T Y, CA •I RVI NE, CA • L OS ANGEL E S , CA S AN F R A NC I S C O, C A • I S E L I N, N J • NEW Y ORK , NY IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C UL VER CI T Y, CA •I RVI NE, CA • L OS ANGEL E S , CA S AN F R A NC I S C O, C A • I S E L I N, N J • NEW Y ORK , NY IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C UL VER CI TY, CA •I RVI NE, CA • L OS ANGEL E S , C A S AN F R A N CI S C O, C A • I S E L I N, NJ • NE W Y OR K , NY IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C ULV ER CI T Y , CA •I R VI NE, CA • L OS ANGEL E S , CA S A N F R A NC I S C O, C A • I S E L I N, N J • NE W Y ORK , NY IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C UL VER CI T Y, CA •I RVI NE, CA • L OS ANGEL E S , CA S AN F R A NC I S C O, C A • I S E L I N, N J • NEW Y ORK , NY IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C ULV ER CI T Y , CA •I R VI NE , CA • L OS ANGEL E S , CA S A N F R A NC I S C O, C A • I S E L I N, N J • NE W Y ORK , NY IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 5 5.1 6 7 7.9 8 9 10 11 12 134.7 GF I SFEC SFEC SFEC SFEC 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A GFI SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C UL VER CI TY, CA •I RVI NE, CA • LOS ANGEL E S , CA S AN F R A NC I S C O, C A • I S E L I N, NJ • NEW Y OR K , NY IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "A" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 X X X X X X X X X X X X X X X XXXXXXXXXXX X X X X X X X X X +7'-9" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +8'-4" +12'-3" -OPEN +26'-2" +8'-3" +8'-3" +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" X X X XXX X X X X X X X X X X X X X X X X +8'-4" +8'-4" N SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" +8'-5" +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +12'-3"-OPEN +21'-5" +6'-8" +8'-7"+8'-7" GFIM FE +21'-1" +20'-9" +8'-7" +8'-7" +26'-2" +8'-3" +8'-3" +8'-4" +8'-4" +26'-2"-OPEN +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C UL VER CI TY, CA •I RVI NE, CA • LOS ANGEL E S , CA S AN F R A NC I S C O, C A • I S E L I N, NJ • NEW Y OR K , NY IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "B" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +8'-6" +8'-6" 1 23 4 5 67 8 25 1 2 3 45 6 7 8 910 11 12 141516171819202122232425 13 9 10 11 12 1314 15 16 17 18 19 20 2122 23 24 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A R R R R R R RR +22'-6"-OPEN N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N SFEC OPEN BELOW OPEN BELOW +8'-6" +8'-6" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 R R R R R R RR +22'-6" -OPEN N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N SFEC OPEN BELOW OPEN BELOW PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C UL VER CI TY, CA •I RVI NE, CA • LOS ANGEL E S , CA S AN F R A NC I S C O, C A • I S E L I N, NJ • NEW Y OR K , NY IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-10" +7'-9"+6'-8"+6'-11" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 +21'-5" +6'-8" +8'-7"+8'-7" GF I M FE +21'-1" +20'-9" +8'-7" +8'-7" N N N N N N NN NNN N N N N N N SFEC SFEC SFEC SFEC +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +8'-10" +9'-6" X X X X X X XXXXXX X X X +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +12'-3"-OPEN +21'-5" +6'-8" +8'-7"+8'-7" GFIM FE +21'-1" +20'-9" +8'-7" +8'-7" N N N N N N NN NNN N N N N N N N N N N N N N N N N N N N N N N NNNNN N N +26'-2" +8'-3" +8'-3" N N +8'-4" +8'-4" +26'-2"-OPEN +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX +8'-4" +8'-4" N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC N +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-5" +8'-4" +8'-6"+8'-6"+8'-4" +8'-4" +8'-6" +8'-4" +8'-4" +8'-4"+8'-3" +8'-6" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6"+8'-6" +8'-6" +8'-7" +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" N +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C UL VER CI TY, CA •I RVI NE, CA • LOS ANGEL E S , CA S AN F R A NC I S C O, C A • I S E L I N, NJ • NEW Y OR K , NY IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "A" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +9'-6" X X X X X X XXXXX X X X X +7'-9" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +8'-4" +12'-3" -OPEN N N N N N N N N N N N N N N N N N N N NNNNN N N +26'-2" +8'-3" +8'-3" +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX X X X X XXXXX +8'-4" +8'-4" N SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC N +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-5" +8'-4" +8'-6"+8'-6"+8'-4" +8'-4" +8'-6" +8'-4" +8'-4" +8'-4"+8'-3" +8'-6" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6"+8'-6" +8'-6" +8'-7" +8'-6" N +8'-5" +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +8'-10" +9'-6" X X X X X X XXXXXX X X X +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +21'-5" +6'-8" +8'-7"+8'-7" GFI FE +21'-1" +20'-9" +8'-7" +8'-7" N N N N N N NN NNN N N N N N N N N N N N N N N N N N N N N N N NNNNN N N +26'-2" +8'-3" +8'-3" N N +8'-4" +8'-4" +26'-2"-OPEN +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX +8'-4" +8'-4" N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC N +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-5" +8'-4" +8'-6"+8'-6"+8'-4" +8'-4" +8'-6" +8'-4" +8'-4" +8'-4"+8'-3" +8'-6" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6"+8'-6" +8'-6" +8'-7" +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" N +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C UL VER CI TY, CA •I RVI NE, CA • LOS ANGEL E S , CA S AN F R A NC I S C O, C A • I S E L I N, NJ • NEW Y OR K , NY IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "B" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +8'-6" +8'-6" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" 1 23 4 5 67 8 25 1 2 3 45 6 7 8 910 11 12 141516171819202122232425 13 9 10 11 12 1314 15 16 17 18 19 20 2122 23 24 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A R R R R R R RR +22'-6"-OPEN N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N SFEC OPEN BELOW OPEN BELOW +8'-6" +8'-6" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 11 12 13 14 15 16 17 18 19 20 R R R R R R RR +22'-6" -OPEN N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N SFEC OPEN BELOW OPEN BELOW J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C UL VER CI TY, CA •I RVI NE, CA • LOS ANGEL E S , CA S AN F R A NC I S C O, C A • I S E L I N, NJ • NEW Y OR K , NY IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C UL VER CI TY, CA •I RVI NE, CA • L OS ANGEL E S , CA S AN F R A NC I S C O, C A • I S E L I N, NJ • NEW Y OR K , NY IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-10" +7'-9"+6'-8"+6'-11" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 +21'-5" +6'-8" +8'-7"+8'-7" GF I M FE +21'-1" +20'-9" +8'-7" +8'-7" N N N N N N NN NNN N N N N N N SFEC SFEC SFEC SFEC +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +8'-10" +9'-6" X X X X X X XXXXXX X X X +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +12'-3"-OPEN +21'-5" +6'-8" +8'-7"+8'-7" GFIM FE +21'-1" +20'-9" +8'-7" +8'-7" N N N N N N NN NNN N N N N N N N N N N N N N N N N N N N N N N NNNNN N N +26'-2" +8'-3" +8'-3" N N +8'-4" +8'-4" +26'-2"-OPEN +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX +8'-4" +8'-4" N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC N +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-5" +8'-4" +8'-6"+8'-6"+8'-4" +8'-4" +8'-6" +8'-4" +8'-4" +8'-4"+8'-3" +8'-6" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6"+8'-6" +8'-6" +8'-7" +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" N +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C UL VER CI TY, CA •I RVI NE, CA • LOS ANGEL E S , CA S AN F R A NC I S C O, C A • I S E L I N, NJ • NEW Y OR K , NY IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "A" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +9'-6" X X X X X X XXXXX X X X X +7'-9" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +8'-4" +12'-3" -OPEN N N N N N N N N N N N N N N N N N N N NNNNN N N +26'-2" +8'-3" +8'-3" +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX X X X X XXXXX +8'-4" +8'-4" N SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC N +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-5" +8'-4" +8'-6"+8'-6"+8'-4" +8'-4" +8'-6" +8'-4" +8'-4" +8'-4"+8'-3" +8'-6" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6"+8'-6" +8'-6" +8'-7" +8'-6" N +8'-5" +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +8'-10" +9'-6" X X X X X X XXXXXX X X X +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +12'-3"-OPEN +21'-5" +6'-8" +8'-7"+8'-7" GFIM FE +21'-1" +20'-9" +8'-7" +8'-7" N N N N N N NN NNN N N N N N N N N N N N N N N N N N N N N N N NNNNN N N +26'-2" +8'-3" +8'-3" N N +8'-4" +8'-4" +26'-2"-OPEN +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX +8'-4" +8'-4" N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC N +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-5" +8'-4" +8'-6"+8'-6"+8'-4" +8'-4" +8'-6" +8'-4" +8'-4" +8'-4"+8'-3" +8'-6" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6"+8'-6" +8'-6" +8'-7" +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" N +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C UL VER CI TY, CA •I RVI NE, CA • LOS ANGEL E S , C A S AN F R A NC I S C O, C A • I S E L I N, NJ • NEW Y OR K , NY IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "B" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +8'-6" +8'-6" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" 1 23 4 5 67 8 25 1 2 3 45 6 7 8 910 11 12 141516171819202122232425 13 9 10 11 12 1314 15 16 17 18 19 20 2122 23 24 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A R R R R R R RR +22'-6"-OPEN N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N SFEC OPEN BELOW OPEN BELOW +8'-6" +8'-6" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 R R R R R R RR +22'-6" -OPEN N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N SFEC OPEN BELOW OPEN BELOW PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C UL VER CI TY, CA •I RVI NE, CA • LOS ANGEL E S , CA S AN F R A NC I S C O, C A • I S E L I N, NJ • NEW Y OR K , NY IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 °F PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B ³³ °F 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B CLEANOUT DETAIL 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 X X X X X X XXXXXX X X X 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +12'-3"-OPEN GFI M +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX FIRE ALARMPANEL SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFEC SFE C SFEC SFEC SFEC +8'-5" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 GF I M FIRE ALARM PANEL SFEC SFEC SFEC SFEC SFEC A B B.2 B.7 C D D.7 E F PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "A" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 X X X X X X XXXXXX X X X 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +12'-3"-OPEN GFI M +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX FIRE ALARMPANEL SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFEC SFE C SFEC SFEC SFEC +8'-5" X X X X X X XXXXX X X X X 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +12'-3" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX X X X X XXXXX SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFEC SF E C SFEC SFEC SFEC +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "B" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 X X X X X X XXXXXX X X X +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +12'-3"-OPEN +21'-5" GFI M FE +21'-1" +20'-9" +8'-7" +8'-7" +8'-4" +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX FIRE ALARMPANEL +8'-4" +8'-4" SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFEC SFE C SFEC SFEC SFEC +8'-5" +7'-9"+6'-8"+6'-11" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 +21'-5" GF I M FE +21'-1" +20'-9" +8'-7" +8'-7" FIRE ALARM PANEL SFEC SFEC SFEC SFEC SFEC A B B.2 B.7 C D D.7 E F PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "A" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 X X X X X X XXXXXX X X X +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +12'-3"-OPEN +21'-5" GFI M FE +21'-1" +20'-9" +8'-7" +8'-7" +8'-4" +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX FIRE ALARMPANEL +8'-4" +8'-4" SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFEC SFE C SFEC SFEC SFEC +8'-5" X X X X X X XXXXX X X X X +7'-9" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +8'-4" +12'-3" -OPEN +8'-4" +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX X X X X XXXXX +8'-4" +8'-4" SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFEC SF E C SFEC SFEC SFEC +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "B" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +8'-6" +8'-6" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 910 11 12 141516171819202122232425 13 9 10 11 12 13 1415 16 17 18 19 20 21 2223 24 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A 59 1/4" 22" DOOR IS LOCATED ON THESAME SIDE AS THE TOILET 11 1/4" 11 1/2" 13 3 / 4 " 49 1 / 4 " 21 3/4" DOOR DOES NOT FULLY OPENDUE TO COLUMN,DOOR IS LOCATED ON THESAME SIDE AS THE TOILET N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N SFEC +8'-6" +8'-6" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C 59 1/4" 22" DOOR IS LOCATED ON THE SAME SIDE AS THE TOILET 11 1/4" 11 1/2" 13 3 / 4 " 49 1 / 4 " 21 3/4" DOOR DOES NOT FULLY OPEN DUE TO COLUMN, DOOR IS LOCATED ON THE SAME SIDE AS THE TOILET N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N SFEC PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "B" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "B" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 X X X X X X XXXXXX X X X 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +12'-3"-OPEN M FE +26'-2" +26'-2" -OPEN XX XXXX XX XX XX XX XXXXX N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" +8'-5" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 M FE SFEC SFEC SFEC SFEC A B B.2 B.7 C D D.7 E F PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "A" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 X X X X X X XXXXXX X X X 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +12'-3"-OPEN M FE +26'-2" +26'-2" -OPEN XX XXXX XX XX XX XX XXXXX N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" +8'-5" X X X X X X XXXXX X X X X 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +12'-3" -OPEN +26'-2" +26'-2" -OPEN XX XXXX X X X X XX XX X XXXX N SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "B" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 +8'-6" +8'-6" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 910 11 12 141516171819202122232425 13 9 10 11 12 13 1415 16 17 18 19 20 21 2223 24 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A R R R R R R RR 59 1/4" 22" DOOR IS LOCATED ON THESAME SIDE AS THE TOILET 11 1/4" 11 1/2" 13 3 / 4 " 49 1 / 4 " 21 3/4" DOOR DOES NOT FULLY OPENDUE TO COLUMN,DOOR IS LOCATED ON THESAME SIDE AS THE TOILET +22'-6"-OPEN N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N SFEC OPEN BELOW OPEN BELOW +8'-6" +8'-6" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C R R R R R R RR 59 1/4" 22" DOOR IS LOCATED ON THE SAME SIDE AS THE TOILET 11 1/4" 11 1/2" 13 3 / 4 " 49 1 / 4 " 21 3/4" DOOR DOES NOT FULLY OPEN DUE TO COLUMN, DOOR IS LOCATED ON THE SAME SIDE AS THE TOILET +22'-6" -OPEN N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N SFEC OPEN BELOW OPEN BELOW PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "B" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 XXXXX X XX XXXX PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 04/03/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B SCOPE OF WORK "B" 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM AW AW TENANT IMPROVEMENT ON ±72,946 SQ.FT. OF THE FIRST AND SECOND FLOOR. SCOPE OF WORK INCLUDES NEW WALLS, POWER, LIGHTING, FINISHES FOR INTERIOR PORTION OF THE PROJECT, AND RENOVATING AN EXISTING CMU ENCLOSURE FOR A NEW DOG KENNEL AREA. 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 1415 16 17 18 19 20 21 22 23 24 25 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 R R R R R R RR SFEC SFEC SFEC SFEC K +85" +63" GFI +44" +63" GFI +44" GFI K N +8'-5" N 5'-8" MIN. ABBREVIATIONS, NOTES, SYMBOLS, INDEX, MAP, BUILDING DATA, ETC. A-0.1 ARCHITECTURAL PLANS A-0.1 ABBREVIATIONS, NOTES, SYMBOLS, INDEX, MAP, BUILDING DATA, ETC. A-0.2 GENERAL NOTES A-0.3 GENERAL NOTES AND SPECIFICATIONS, NARRATIVE OF OPERATION A-0.4 SITE PLAN AND ACCESSIBLE PATH OF TRAVEL A-0.5A EXISTING/DEMOLITION OF OVERALL FIRST FLOOR PLAN A-0.5B OVERALL FIRST FLOOR EXIT ROUTES AND TACTILE SIGNAGE A-0.5C 1ST FLOOR EXIT ROUTES AND TACTILE SIGNAGE A-0.5D 1ST FLOOR EXIT ROUTES AND TACTILE SIGNAGE A-0.5E OVERALL SECOND FLOOR EXIT ROUTES AND TACTILE SIGNAGE A-0.5F 2ND FLOOR EXIT ROUTES AND TACTILE SIGNAGE A-0.6A BASE BUILDING ACCESSIBILITY A-0.6B BASE BUILDING ACCESSIBILITY A-0.7 BASE BUILDING RESTROOM ACCESSIBILITY PLANS A-0.8 DOG KENNEL SHELTER PLANS AND ELEVATIONS A-0.9 CAL GREEN NOTES A-1.0 DEMOLITION PLAN LEGEND & KEYNOTES A-1.0A 1ST FLOOR DEMOLITION PLAN A-1.0B 1ST FLOOR DEMOLITION PLAN A-1.0C 2ND FLOOR DEMOLITION PLAN A-1.1 DEMOLITION CEILING PLAN LEGEND & KEYNOTES A-1.1A 1ST FLOOR DEMOLITION CEILING PLAN A-1.1B 1ST FLOOR DEMOLITION CEILING PLAN A-1.1C 2ND FLOOR DEMOLITION CEILING PLAN A-2.0 CONSTRUCTION PLAN LEGEND & KEYNOTES A-2.0A 1ST FLOOR CONSTRUCTION PLAN A-2.0B 1ST FLOOR CONSTRUCTION PLAN A-2.1 2ND FLOOR CONSTRUCTION PLAN A-3.0 POWER VOICE DATA PLAN LEGEND & KEYNOTES A-3.0A 1ST FLOOR POWER VOICE DATA PLAN A-3.0B 1ST FLOOR POWER VOICE DATA PLAN A-3.1 2ND FLOOR POWER VOICE DATA PLAN A-4.0 REFLECTED CEILING PLAN LEGEND & KEYNOTES A-4.0A 1ST FLOOR REFLECTED CEILING PLAN A-4.0B 1ST FLOOR REFLECTED CEILING PLAN A-4.1 2ND FLOOR REFLECTED CEILING PLAN A-5.0 FINISH SCHEDULE, FINISH PLAN LEGEND & KEYNOTES A-5.0A 1ST FLOOR FINISH PLAN A-5.0B 1ST FLOOR FINISH PLAN A-5.1 2ND FLOOR FINISH PLAN A-10.0 DOOR SCHEDULE A-10.1 DOOR, HARDWARE SCHEDULE AND DOOR DETAILS A-20.0 1ST FLOOR INTERIOR ELEVATIONS A-20.1 1ST FLOOR INTERIOR ELEVATIONS A-20.3 2ND FLOOR INTERIOR ELEVATIONS A-21.0 1ST FLOOR ENLARGED RESTROOM PLANS A-21.1 1ST FLOOR RESTROOM ELEVATIONS A-21.2 1ST FLOOR ENLARGED RESTROOM PLANS A-21.3 1ST FLOOR RESTROOM ELEVATIONS A-21.4 RESTROOM EQUIPMENT SCHEDULE A-30.0 WALL PARTITION DETAILS A-30.1 WALL HEAD DETAILS A-30.2 CEILING DETAILS A-30.3 CEILING AND MISCELLANEOUS DETAILS A-30.4 GLASS PARTITION DETAILS A-30.5 MILLWORK DETAILS A-30.5A MILLWORK DETAILS WITH TAB PULLS A-30.7 MOVEABLE PARTITIONS A-30.8 GENESIS VERTICAL PLATFORM LIFT KEY PLANS LOCATION PLAN 1700 E ST ANDREW PL SANTA ANA, CA 92705 PROJECT INFORMATION DRAWING INDEX N AS NOTED N 1. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. DETAILS TAKE PRECEDENCE OVER ALL. NOTIFY ARCHITECT OF CONFLICTS OR DISCREPANCIES IN WRITING. 2. DIMENSION CONVENTIONS: a) HORIZONTAL DIMENSIONS ARE SHOWN FROM FACE OF FINISH, UNLESS OTHERWISE NOTED. b) DIMENSIONS NOTED "CLEAR" OR "CLR." MUST BE PRECISELY MAINTAINED: ALLOWING FOR THICKNESS OR MATERIALS. c) DIMENSIONS ARE NOT ADJUSTABLE WITHOUT ARCHITECT'S APPROVAL, UNLESS NOTED. d) DIMENSIONS TO EXTERIOR WINDOW WALL ARE TO INSIDE FINISHED FACE OF THE WALL, UNLESS OTHERWISE NOTED. e) DIMENSIONS TO EXTERIOR GLAZING ARE TO THE INSIDE FACE OF THE EXTERIOR GLAZING. f) VERTICAL DIMENSIONS ARE FROM THE TOP OF THE FINISHED FLOOR, UNLESS OTHERWISE NOTED. g) DO NOTE SCALE DRAWINGS. IF ANY ITEM OF WORK CANNOT BE LOCATED, DO NOT PROCEED WITH THE WORK BEFORE CLARIFYING WITH ARCHITECT. h) VERIFY DIMENSIONS MARKED "V.I.F." PRIOR TO START OF CONSTRUCTION. REPORT INCONSISTENCIES TO ARCHITECT. 3.DEFINITION OF TERMINOLOGY: i) "TYPICAL" MEANS IDENTICAL FOR ALL CONDITIONS, UNLESS OTHERWISE NOTED. j) "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS. k) "PROVIDE" MEANS FURNISH AND INSTALL, COMPLETE AND IN PLACE. l) "FURNISH" MEANS FURNISH ONLY, INSTALLATION BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. m) "INSTALL" MEANS PUT INTO PLACE, SUPPLIED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. n) "ALIGN" MEANS ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. DRAFTING CONVENTION NOTES FIRE PREVENTION A8.4 12 A8.4 12 A 1 12 A8.4 COLUMN GRID LINES WORK POINT CONTROL POINT DATUM POINT MATCH LINE SHADED PORTION IS SIDE CONSIDERED DETAIL NUMBER SHEET NUMBER AREA OF DETAIL THICKENED LINE SHOWS AREA OF SECTION DETAIL WALL SECTION KEY DETAIL NUMBER SHEET NUMBER VIEW DIRECTION DRAFTING CONVENTIONS N.I.C. C D A A B INTERIOR ELEVATION DETAIL NUMBER SHEET NUMBER VIEW(S) SHOWN KEYNOTE ALIGN SURFACES NO WORK IN THIS AREA (N.I.C.) OWNER FURNISHED ITEM (NOT IN CONTRACT) ADDENDUM ADDENDUM LETTER AREA OF REVISION INSTALLED MILLWORK 1 REVISION REVISION NUMBER AREA OF REVISION 1.0 N NORTH CL CENTER LINE # ' " @ & AND ANGLE AT CENTERLINE CHANNEL DIAMETER OR ROUND FOOT (FEET) INCH (INCHES) PERPENDICULAR POUND OR NUMBER SQUARE FOOT (FEET) CL ABV ABOVE A/C AIR CONDITIONING ACC ACCESS ACOUS ACOUSTICAL ACT ACOUSTIC TILE ADJ ADJUSTABLE AD ACCESS DOOR AFF ABOVE FINISHED FLOOR AL ACTIVE LEAF ALUM ALUMINUM ALT ALTERNATE ANOD ANODIZED AP ACCESS PANEL APPROX` APPROXIMATE APPV APPROVED ARCH ARCHITECTURAL AUTO AUTOMATIC AVG AVERAGE BD BOARD BATT INSUL BATTEN INSULATION BJ BUTT JOINT BKG BACKING BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM BMK BENCH MARK BOW BACK OF WALL BOT BOTTOM BRKT BRACKET BTWN BETWEEN CAB CABINET CLG CEILING CLKG CAULKING CLO CLOSET CLR CLEAR COL COLUMN CONC CONCRETE CONF CONFERENCE CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CPT CARPET CSMT CASEMENT CT CERAMIC TILE CTR CENTER CWK CASEWORK CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED CIR CIRCULAR CJ CONTROL JOINT CNTR COUNTER DBL DOUBLE DEMO DEMOLISH (DEMOLITION) DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DISP DISPENSER DIV DIVISION DN DOWN DO DOOR OPENING DR DOOR DW DISH-WASHER DWG DRAWING DWR DRAWER DIAG DIAGONAL E EAST (E) EXISTING EA EACH EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMER EMERGENCY ENAM ENAMEL ENCL ENCLOSURE ENG ENGINEER ENT ENTRANCE EQ EQUAL EQPT EQUIPMENT EWC ELECTRIC WATER COOLER EXH EXHAUST EXP EXPANSION EXPO EXPOSED EXT EXTERIOR FA FIRE ALARM FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FACE FHC FIRE HOSE CABINET FIN FINISH FIX FIXTURE FLR FLOOR FLUOR FLUORESCENT FO FACE OF FRPF FIREPROOF FR FIRE RESISTANT FRMG FRAMING FS FULL SIZE FT FOOT OR FEET FOC FACE OF CONCRETE FOS FACE OF STUDS FOW FACE OF WALL FES FIR EXTINGUISHER SURFACE MOUNTED FD FLOOR DRAIN FURG FURRING GB GRAB BAR GD GARBAGE DISPOSAL GEN GENERAL GL GLASS GND GROUND GYP GYPSUM GA GAGE OF GAUGE GALV GALVANIZED G GAS GYP BD GYPSUM WALLBOARD GC GENERAL CONTRACTOR HDCP HANDICAPPED HDF HIGH DENSITY FIBERBOARD HDWD HARDWOOD HDWE HARDWARE HM HOLLOW METAL HO HOLD OPEN HOR HORIZONTAL HR HOUR HR HAND RAIL HT HEIGHT HVAC HEATING VENTING AIR CONDITIONING HW HOT WATER HWH HOT WATER HEATER HDR HANDRAIL HBD HARDBOARD HTR HEATER HT HEIGHT HC HOLLOW CORE HMI HOLLOW METAL INSULATED INCAN INCANDESCENT INCL INCLUDING INFO INFORMATION INSUL INSULATION INT INTERIOR INTER INTERMEDIATE IN INCH ID INSIDE DIAMETER IDENT IDENTIFICATION JAN JANITOR JB JUNCTION BOX JUNC JUNCTION JT JOINT JST JOIST LTG LIGHTING LTWT LIGHT WEIGHT LIN LINEAR LONG LONGITUDINAL LP LOW POINT LKR LOCKER LVR LOUVER MAX MAXIMUM MDF MEDIUM DENSITY FIBERBOARD MECH MECHANICAL MED MEDIUM MEMB MEMBRANE MET METAL MEZZ MEZZANINE MFR MANUFACTURER MIC MICROWAVE MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MUL MULLION MACH MACHINE MAINT MAINTENANCE MSTC MASTIC MATL MATERIAL MT METALTHRESHOLD MLDG MOLDING MTD MOUNTED N NORTH N NEW NAT NATURAL NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER DIMENSION OFCI OWNER FURNISHED CONTRACTOR INSTALLED OH OPPOSITE HAND OPNG OPENING OVHD OVERHEAD OFF OFFICE OFOI OWNER FURNISHED OWNER INSTALLED P PAINT PAR PARALLEL PBD PARTICLE BOARD PC PERSONAL COMPUTER PC PIECE PERP PERPENDICULAR PL PLATE PLAM PLASTIC LAMINATE PLAS PLASTER PLYWD PLYWOOD PNL PANEL POL POLISH PR PAIR PTN PARTITION PTD PAPER TOWEL DISPENSER PTDR PAPER TOWEL DISPENSER RECEPTACLE PTR PAPER TOWEL RECEPTACLE PLBG PLUMBING PT POINT LBS POUNDS PSF POUND SQUARE FOOT PSI POUND SQUARE INCH PRCST PRECAST PREFAB PREFABRICATED PROJ PROJECTION QTY QUANTITY QUAL QUALITY QT QUARRY TILE QTRS QUARTERS R RISER R RELOCATED RA RETURN AIR RAD RADIUS RB RESILIENT BASE REBAR REINFORCING BAR REF REFERENCE REFL REFLECTED REFR REFRIGERATOR REINF REINFORCED REQ REQUIRED RESIL RESILIENT REV REVISION / REVISED RH RIGHT HAND RM ROOM RO ROUGH OPENING RT RESILIENT TILE RUB RUBBER RND ROUND RB RUBBER BASE S SOUTH SA SUPPLY AIR SC SOLID CORE SCH SCHEDULE SFEC SEMI-RECESSED FIRE EXTINGUISHER CABINET SHT SHEET SIM SIMILAR SK SINK SMD SEE MECHANI SND SANITARY NAPKIN DISPENSOR SNR SANITARY NAPKIN RECEPTACLE SPD SEE PLUMBING DRAWINGS SPEC SPECIFICATION (S) SPKR SPEAKER SQ SQUARE SSD SEE STRUCTURAL DRAWINGS STD STANDARD STL STEEL STOR STORAGE STRL STRUCTURAL SUR SURFACE SUSP SUSPENDED SYM SYMMETRICAL SYS SYSTEM SCD SEAT COVER DISPENSER SECT SECTION SSK SERVICE SINK SD SOAP DISPENSER SM SHEET METAL STA STATION T TREAD TAN TANGENT TBD TO BE DETERMINED TEL TELEPHONE TEMP TEMPERED THRES THRESHOLD THRU THROUGH TO TOP OF TPD TOILET PAPER DISPENSER TV TELEVISION TYP TYPICAL TEMP TEMPERATURE TER TERRAZZO TOIL TOILET TOC TOP OF CONCRETE TC TOP OF CURB TOS TOP OF STEEL TS TUBULAR STEEL TW TOP OF WALL TB TOWEL BAR UNF UNFINISHED UON UNLESS OTHERWISE NOTED UR URINAL UTIL UTILITY UL UNDERWRITERS LABORATORIES VAR VARIABLE VIF VERIFY IN FIELD VIN VINYL VERT VERTICAL VEST VESTIBULE VCT VINYL COMPOSITION TILE VWC VINYL WALL COVERING W WEST W WITH WC WALL COVERING WC WATER CLOSET WD WOOD WIN WINDOW WO WHERE OCCURS WO WITHOUT WP WATERPROOF WPT WORK POINT WR WATER RESISTANT WS WEATHERSTRIPING WT WEIGHT WNSCT WAINSCOT WDT WIDTH K KEY KL KEY LOCK KP KICK PLATE KIT KITCHEN LAM LAMINATE LAV LAVATORY LH LEFT HANDED LAB LABORATORY LT LIGHT ABBREVIATIONS XX XX 1 CONTROL PANEL SEE BELOW ELEVATOR SIGNAGE IDENTIFICATION FOR THE VISUALLY IMPAIRED SHALL BE AS FOLLOWS PASSENGER ELEVATOR CONTROLS SHALL HAVE A MINIMUM DIMENSION OF 3/4 INCHES AND SHALL BE RAISED 1/8 INCH PLUS OR MINUS 1/32 ABOVE THE SURROUNDING SURFACE. CONTROL BUTTONS SHALL HAVE SQUARE SHOULDERS, AND SHALL BE ACTIVATED BY MECHANICAL MOTION WHICH IS DETECTABLE. ALL CONTROL BUTTONS SHALL BE DESIGNATED BY A 5/8 INCH MINIMUM, ARABIC NUMERAL, STANDARD ALPHABET CHARACTER, OR STANDARD SYMBOL IMMEDIATELY TO THE LEFT OF THE CONTROL BUTTON. A BRAILLE SYMBOL SHALL BE LOCATED IMMEDIATELY BELOW THE NUMERAL, CHARACTER, OR STANDARD SYMBOL. A MINIMUM CLEARANCE OF 3/8 INCH OR OTHER SUITABLE MEANS OF SEPARATION SHALL BE PROVIDED BETWEEN ROWS OF CONTROL BUTTONS. NOTE SEE FIGURE BELOW. THE RAISED CHARACTERS SHALL BE WHITE ON BLACK BACKGROUND. CONTROLS AND EMERGENCY EQUIPMENT IDENTIFIED BY RAISED SYMBOLS SHALL INCLUDE, BUT NOT BE LIMITED TO DOOR OPEN, DOOR CLOSED, ALARM BELL, EMERGENCY STOP, AND TELEPHONES. HALL LANTERN L C LC LC FLOOR LANDING ON BOTH SIDES CALL BUTTON PASSENGER ELEVATOR LANDING JAMBS ON ALL ELEVATOR FLOORS, SHALL HAVE THE NUMBER OF THE FLOOR ON WHICH THE JAMB IS LOCATED DESIGNATED BY RAISED ARABIC NUMERALS WHICH ARE A MINIMUM OF 2 INCHES IN HEIGHT AND RAISED BRAILLE SYMBOLS TO BE LOCATED APPROXIMATELY 5 FEET ABOVE THE FLOOR ON THE JAMB PANELS ON BOTH SIDES OF THE DOOR SO THAT THEY ARE VISIBLE FROM WITHIN THE ELEVATOR. RAISED BRAILLE SYMBOLS SHALL BE PLACED DIRECTLY TO THE LEFT OF THE CORRESPONDING RAISED ARABIC NUMERALS. THE RAISED CHARACTERS SHALL BE ON A CONTRASTING BACKGROUND. ELEVATOR EXTERIOR ELEVATION ELEVATOR INTERIOR ELEVATION GRAB BAR SIDE OPENING DOOR ELEVATOR TYPICAL MOUNTING HEIGHT ELEVATION 1 2" 2" 4' 3 " M I N . 4' 6 " M I N . 5"29 " B A NOTE: THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED IF AN OBJECT PASSES THROUGH EITHER LINE A OR LINE B. LINE A AND LINE B REPRESENT THE VERTICAL LOCATION OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT. TYPICAL MOUNTING HEIGHT ELEVATION PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A • I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 08/29/2024 DELTA 02 REVISION TO PERMIT 2 3'-0" MIN. RAIL4' - 0 " EM E R G . T E L . 32 " 6' - 0 " T O 6 ' - 6 " PH O T O E L E C T R I C T U B E BY P A S S S W I T C H 1 1/2"MIN. 3' - 6 " 6' - 0 " M I N . 5' - 0 " CONTACT DIRECTORY ARCHITECT: SAA INTERIORS AND ARCHITECTURE 18600 MACARTHUR BLVD., SUITE 100 IRVINE, CA 92612 PHONE: 949-724-8958 FAX: 949-724-1981 CONTACT: MICHAEL PARR EMAIL: MPARR@SAAIA.COM MECHANICAL ENGINEER: VISION CONSULTING SERVICES 30501 AGOURA RD., SUITE 150 AGOURA HILLS, CA 91301 CONTACT: BRANDON PULLEN PHONE: 805-584-9719 EMAIL: BRANDONP@VISIONMEP.COM CLIENT: ORANGE COUNTY PROBATION DEPARTMENT 1055 N. MAIN ST. 5TH FLOOR SANTA ANA, CA 92701 CONTACT: STEPHANIE C. GARCIA PHONE: 714-347-4856 EMAIL: STEPHANIE.GARCIA@PROB.OCGOV.COM CONSTRUCTION MANAGER: BRIAN PROCK TRESTLE COMPANIES 2151 MICHELSON DR. IRVINE, CA 92612 EMAIL: BRIAN.PROCK@TRESTLECOMPANIES.COM GENERAL CONTRACTOR: GREG GUBA ESPLANADE BUILDERS 3002 DOW AVE., SUITE 102 TUSTIN, CA 92780 PHONE: 949-556-4930, EXT. 913 EMAIL: GREG@ESPLANADEBUILDERS.COM CLOSE STOP OPEN B L C 4 2 4' - 0 " M A X . LC 2' - 1 1 " MI N . A . F . F . GRAB BAR CENTER OPENING DOOR ALARM ELEVATOR CONTROL PANEL S 3 1 PLACE STAR ALONGSIDE MAIN EXIST FLOOR NUMBER 5 8" MIN. CHARACTERS AND SYMBOLS HEIGHT 6'-8" MIN. 42" MIN. 4' - 6 " M I N . 4' - 3 " M I N . 42" MIN. 3/4" 3/ 8 " MI N . SE P A R A T I O N DOOR HANDLE WALL MOUNTED F.L.S. STROBE DEVICE. CASEWORK MOUNTING HEIGHTS CERTAIN ELEVATION DIMENSIONS ARE ASSOCIATED WITH CODE REQUIRED MAXIMUM OR MINIMUM MOUNTING HEIGHTS. SUCH DIMENSIONS SHOULD BE HELD DESPITE VARIATIONS IN THE SLAB. CODE DIMENSIONS ARE IN PARENTHESIS WITH AN ASTERISK NEXT TO THE CRITICAL DIMENSION. E.G.: (* +15" MIN.) CONTROL ELEVATIONS ARE COMPRISED OF: FINISH CEILING LEVEL (FCL) FINISH FLOOR LEVEL (FFL) TOP OF SLAB (TOS) ALL DIMENSIONS GIVEN ARE FROM FFL DATUM. FINISH FLOOR MATERIAL IS ASSUMED TO BE 3/8" THICK GLUE DOWN CARPET. FLOOR FINISH AND THICKNESS WILL VARY FROM LOCATION TO LOCATION. REFER TO PLANS AND DETAILS FOR SPECIFIC FLOORING INFORMATION. NO ALLOWANCE HAS BEEN MADE FOR ANY DEPRESSIONS OR ELEVATIONS IN THE SLAB. ELEVATION HEIGHTS SHOULD TAKE INTO ACCOUNT ANY VARIATIONS IN THE FLOOR SLAB. ELECTRICAL MOUNTING HEIGHTS CONTROL ELEVATIONS KEY CARD READER OR THERMOSTAT CLG. HT. +60" BOT. OF CASEWORK OVHDS. (* +2'-10" MAX.) COUNTER +2'-10" +2'-6" CASEWORK DESK J BOX AT DESK +21" TYP. J-BOX OUTLET +18"* COAT CLOSET SHELF +48" +34"-44" DOOR HANDLE FIN. FLR. 0'- 0" FIRE EXTINGUISHER CABINET, SEE A2.0 FOR TYPE. PAINT CABINET TO MATCH ADJACENT WALL. PROVIDE NEW FIRE EXTINGUISHER SUSPENDED IN CABINET CL ADJUST CENTERLINE DIMENSION TO 12" AS REQUIRED TO ACCOMMODATE MULTIPLE GANGED DEVICES WALL SWITCH, DIMMER OR WALL MOUNTED MOTION SENSOR, WALL PHONES AND "J" BOXES AT COUNTERS. MULTIPLE SWITCHES TO BE GANGED INTO ONE COVER PLATE. ELECT. WALL OUTLET. MULTIPLE OUTLETS TO BE GANGED INTO ONE COVER PLATE. CL DIMENSION SHOWN FOR REFERENCE ONLY. FINAL LOCATION TO BE APPROVED BY SAA AND/OR TENANT. 1' - 3 " 44 " A . F . F . M A X T O T O P O F B O X +8 0 " - 9 6 " A . F . F . 6" MI N . C L R . 6" 12" 1. BUILDING PERMIT INFORMATION BUILDING 1700 E ST ANDREW PL ADDRESS:SANTA ANA, CA 92705 BUILDING OWNER:MICHAEL EMBREE DRAWBRIDGE SAINT ANDREW, LLC 3 EMBARCADERO CTR., SUITE 2310 SAN FRANCISCO, CA 94111 PHONE: 415-391-4440 CONSTRUCTION TYPE:II-B OCCUPANCY:B SPRINKLER BUILDING:YES, FULLY THROUGHOUT NUMBER OF FLOORS:3 TOTAL FLOOR AREA:1ST FLOOR ±74,171 SQ. FT. 2ND FLOOR ±56,413 SQ. FT. TOTAL AREA ±130,584 SQ. FT. TENANT OCCUPANT LOAD:1ST FLOOR - 863 OCCUPANTS (B-OCC) 2ND FLOOR - 194 OCCUPANTS (B-OCC) AREA OF WORK:1ST FLOOR ±50,831 SQ. FT. 2ND FLOOR ±22,115 SQ. FT. TOTAL AREA ±72,946 SQ. FT. SCOPE OF WORK:TENANT IMPROVEMENT WORK ON ±72,946 SQ. FT. OF THE TOTAL FIRST AND SECOND FLOOR AREA. SCOPE OF WORK INCLUDES NEW WALLS, POWER, LIGHTING, FINISHES FOR THE INTERIOR PORTION OF THE PROJECT, AND RENOVATING AN EXISTING CMU ENCLOSURE FOR A NEW DOG KENNEL AREA. SCOPE ALSO INCLUDES STRUCTURAL, MECHANICAL, AND ELECTRICAL WORK. ADDITIONAL EXTERIOR SITE IMPROVEMENTS WILL BE PART OF A SEPARATE PERMIT. THE PREVIOUS TENANT WAS A SINGLE OCCUPANT THAT OCCUPIED THAT ENTIRE BUILDING. ORANGE COUNTY DEPARTMENT OF PROBATION WILL BE THE NEW TENANTS AND WILL TAKE PARTS OF THE FIRST AND SECOND FLOOR; THE REMAINDER OF THE FLOOR WILL REMAIN UNOCCUPIED FOR FUTURE TENANTS. THE THIRD FLOOR WILL REMAIN UNOCCUPIED, IT IS NOT PART OF THE SCOPE. THE ORANGE COUNTY DEPARTMENT OF PROBATION HAS A COUPLE DEPARTMENTS THAT WILL BE IDENTIFIED WITH SEPARATE SUITE NUMBERS, BUT THEY FUNCTION AS ONE ENTITY. NEW SUITE NUMBERS INCLUDE: FIRST FLOOR SUITE#100 - FOR THE UNOCCUPIED SPACE (N.I.C) SUITE#125 - FOR THE COUNTY OF ORANGE TRAINING AND VOLUNTEER SERVICES (TVS) DEPARTMENT SUITE#150 - FOR THE COUNTY OF ORANGE YOUTH REPORT CENTER (YRC) DEPARTMENT SECOND FLOOR SUITE#200 - FOR THE UNOCCUPIED SPACE (N.I.C) SUITE#225 - FOR THE COUNTY OF ORANGE TRAINING AND VOLUNTEER SERVICES (TVS) DEPARTMENT THIRD FLOOR SUITE#300 - FOR THE UNOCCUPIED SPACE (N.I.C) SEE SHEET A-0.5B & A-0.5E FOR SUITE SEPARATION. SEE SHEET A-0.3 FOR LETTERS FROM EACH DEPARTMENT EXPLAINING DAY-TO-DAY FUNCTIONS. THE PREVIOUS TENANT WAS A B-OCCUPANCY GROUP RESEARCH & DEVELOPMENT LABORATORY, THE NEW PROPOSED USE WILL REMAIN A B-OCCUPANCY GROUP FOR OFFICE USE AND VOCATIONAL TRAINING OF STAFF AND AUTHORIZED PERSONNEL. 2. C.E.C. TITLE 24/DISABLE ACCESS COMPLIANCE THE PROJECT SHALL COMPLY WITH CCR TITLE 24 (PART 6 - CALIFORNIA ENERGY CODE) FOR ENERGY COMPLIANCE FOR DISABLED ACCESS REQUIREMENTS. 1. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS AREA OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE. 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. (2022 CBC 1010.2). 3. EXCEPTION: THIS REQUIREMENT SHALL NOT APPLY TO EXTERIOR EXIT DOORS IN A GROUP "B" OCCUPANCY IF THERE IS A VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED WHEN SPACE IS OCCUPIED". THE LETTERS SHALL BE NOT LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND. THE LOCKING DEVICE MUST BE A TYPE THAT WILL BE READILY DISTINGUISHABLE AS LOCKED. 4. PANIC HARDWARE, WHEN INSTALLED, SHALL COMPLY WITH ALL APPLICABLE BUILDING CODE REQUIREMENTS. THE ACTIVATING MEMBER SHALL BE MOUNTED AT A HEIGHT OF NOT LESS THAN 34 INCHES NOR MORE THAN 44 INCHES ABOVE THE FLOOR. THE UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF EXIT TRAVEL. 5. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11-LUX) AT THE WALKING SURFACE LEVEL. (2022 CBC 1008.1, 1008.2 AND 1008.2.1) 6. EXIT ILLUMINATION SHALL COMPLY WITH 2022 CBC SECTION 1008 AND 1013. 7. EXIT SIGNS SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF 50 OR MORE. 8. EXCEPTION: MAIN EXTERIOR EXIT DOORS WHICH OBVIOUSLY AND CLEARLY ARE IDENTIFIABLE AS EXITS NEED NOT BE SIGNED WHEN APPROVED BY THE BUILDING OFFICIAL. 9. WHEN NECESSARY, THE FINAL LOCATION AND QUANTITY OF EXIT SIGNS SHALL BE DETERMINED BY THE FIRE DEPARTMENT PRIOR TO CONSTRUCTION OF ANY WORK. 10. THE COLOR AND DESIGN OF LETTERING, ARROWS AND OTHER SYMBOLS ON EXIT SIGN SHALL BE IN HIGH CONTRAST WITH THEIR BACKGROUND (3/4" x 6" LETTERS MIN.) 11. ALL RATED CORRIDOR DOORS SHALL HAVE A THRESHOLD WITH A SMOKE AND DRAFT SEAL AT HEAD AND JAMBS. 12. INTERIOR WALL AND CEILING FINISHES SHALL BE NON-COMBUSTIBLE OR HAVE A FLAME SPREAD INDEX OF 0 TO 25; SMOKE-DEVELOPED INDEX 0-450. 13. ALL DRAPES, HANGING CURTAINS AND OTHER DECORATIVE MATERIALS SHALL BE TREATED AND MAINTAINED IN A FLAME RETARDANT CONDITION. 14. FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILING AS PER 2022 CBC SECTION 716. SMOKE DAMPERS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILING AS PER 2022 CBC SECTION 716. 15. IF THE BUILDING IS EQUIPPED WITH A FIRE SPRINKLER SYSTEM OR HAS A FIRE/LIFE SAFETY SYSTEM, EXTEND/MODIFY FIRE/LIFE SAFETY SYSTEM AS REQUIRED. 16. IF THE BUILDING IS EQUIPPED WITH A FIRE SPRINKLER SYSTEM OR HAS A FIRE/LIFE SAFETY SYSTEM, EXTEND FIRE SPRINKLERS SYSTEMS AS REQUIRED. 17. IF THE BUILDING IS EQUIPPED WITH A FIRE SPRINKLER SYSTEM OR HAS A FIRE/LIFE SAFETY SYSTEM, FIRE SPRINKLER/OR LIFE SAFETY PLANS MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE. 18. IF THE BUILDING IS EQUIPPED WITH A FIRE SPRINKLER SYSTEM OR HAS A FIRE/LIFE SAFETY SYSTEM, FIRE SPRINKLER SYSTEM PLAN MUST BE REVISED AND APPROVED BY THE CITIES FIRE DEPARTMENT PRIOR TO THE INSTALLATION OR MODIFICATION OF SPRINKLER SYSTEMS. 19. A PORTABLE FIRE EXTINGUISHER WITH A MINIMUM 2A10BC RATING SHALL BE PROVIDED EVERY 75' OF TRAVEL DISTANCE FROM ANY POINT WITHIN THE AREA DEFINED AS SCOPE OF WORK PER THESE PLANS. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR. 20. ALL EMERGENCY LIGHTING SOURCES SHALL EMIT A MINIMUM VALUE OF ONE FOOT CANDLE MEASURED AT FLOOR LEVEL. 21. PROVIDE EMERGENCY NOTIFICATION SYSTEM FOR THE HEARING AND VISUAL IMPAIRED PER A.D.A. REQUIREMENTS. GENERAL NOTE: PASSENGER ELEVATORS SHALL BE ACCESSIBLE. ELEVATORS REQUIRED TO BE ACCESSIBLE SHALL BE DESIGNATED AND CONSTRUCTED TO COMPLY WITH CBC 2022 SECTION 11B-407 AND WITH ASME A17.1, SAFETY CODE FOR ELEVATORS AND ESCALATORS. NOTES: 1. ALL VERTICAL DIMENSIONS ARE SHOWN FROM FINISH FLOOR TO LOCATION SHOWN. 2. THE THERMOSTAT AND CARD READERS SHALL BE LOCATED SO THAT THE TOP OF THE OUTLET BOX IS NO MORE THAN 48" NOR LESS THAN 15" TO THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISHED FLOOR (2022 CBC 11B-308.2.1). SITE LOCATION 1ST FLOOR 2ND FLOOR SCOPE OF WORKSCOPE OF WORK N 1ST & 2ND FLOOR PLUMBING ENGINEER: VISION CONSULTING SERVICES 30501 AGOURA RD., SUITE 150 AGOURA HILLS, CA 91301 CONTACT: BRANDON PULLEN PHONE: 805-584-9719 EMAIL: BRANDONP@VISIONMEP.COM ELECTRICAL ENGINEER: VISION CONSULTING SERVICES 30501 AGOURA RD., SUITE 150 AGOURA HILLS, CA 91301 CONTACT: BRANDON PULLEN PHONE: 805-584-9719 EMAIL: BRANDONP@VISIONMEP.COM 3. EXISTING LIFE-SAFETY SYSTEMS TO BE MODIFIED EXISTING FIRE/LIFE SAFETY SYSTEM IS TO BE MODIFIED TO COMPLY TO CURRENT FIRE/LIFE SAFETY STANDARDS. REFER TO ELECTRICAL ENGINEER DRAWING FOR SCOPE OF WORK. 4. CODE COMPLIANCE THE PROJECT SHALL COMPLY WITH CODES, ORDINANCES, OR LAWS HAVING JURISDICTION ON THE PROJECT. WHICH INCLUDE, BUT ARE NOT LIMITED TO: 2022 CALIFORNIA BUILDING CODE - ( PART 2, TITLE 24, CCR ) 2022 CALIFORNIA ELECTRICAL CODE- ( PART 3, TITLE 24, CCR ) 2022CALIFORNIA MECHANICAL CODE- ( PART 4, TITLE 24, CCR ) 2022 CALIFORNIA PLUMBING CODE- ( PART 5, TITLE 24, CCR ) 2022 CALIFORNIA FIRE CODE- (PART 9, TITLE 24, CCR ) 2022 CALIFORNIA BUILDING STANDARDS CODE ( PART 12, TITLE 24, CCR ) SANTA ANA MUNICIPAL CODE 5. SEPARATE PERMITS INCLUDE SEPARATE PERMITS FOR PLATFORM LIFT, MEZZANINE CATWALK, EXTERIOR CANOPIES, FIRE SPRINKLERS, AND FIRE ALARM 6. DEFERRED SUBMITTALS INCLUDE DEFERRED SUBMITTAL FOR ACCESSIBILITY SITE IMPROVEMENTS, SUBMIT TO RUN CONCURRENTLY. SITE ACCESSIBILITY PERMIT NUMBERS ARE 101120027, 101120028, AND 30147489. 7. STRUCTURAL OBSERVATION & INSPECTION STRUCTURAL OBSERVATION AND INSPECTION WILL BE REQUIRED REFER TO SHEET S-1.1 FOR MORE INFORMATION. STRUCTURAL DRAWINGS S1.1 GENERAL NOTES S1.1.1 GENERAL NOTES S1.2 TYPICAL FOUNDATION DETAILS S1.3 TYPICAL STEEL DETAILS S1.3.1 TYPICAL STEEL DETAILS S1.3.2 TYPICAL OPENING DETAILS S1.4 TYPICAL INTERIOR METAL STUD DETAILS S2.1A FIRST FLOOR AND FOUNDATION PLAN S2.1B FIRST FLOOR AND FOUNDATION PLAN S2.2A SECOND FLOOR FRAMING PLAN S2.2B SECOND FLOOR FRAMING PLAN S2.3A ROOF FRAMING PLAN S2.3B ROOF FRAMING PLAN S3.1 SECTIONS AND DETAILS S3.1.1 SECTIONS AND DETAILS S3.1.2 SECTIONS AND DETAILS MECHANICAL DRAWINGS M-0.1 LEGENDS, NOTES, INDEX, AND ABBREVIATIONS M-0.2A TITLE-24 COMPLIANCE REPORT M-0.2B TITLE-24 COMPLIANCE REPORT M-0.2C TITLE-24 COMPLIANCE REPORT M-0.2D TITLE-24 COMPLIANCE REPORT M-0.3 SCHEDULES M-0.4 DETAILS M-0.5 DETAILS M-0.6 SPECIFICATIONS M-2.1A 1ST FLOOR ZONING PLAN M-2.1B 1ST FLOOR ZONING PLAN M-2.2 2ND FLOOR ZONING PLAN M-3.1A 1ST FLOOR HVAC PLAN M-3.1B 1ST FLOOR HVAC PLAN M-3.2 2ND FLOOR HVAC PLAN M-3.3 ROOF HVAC PLAN M-4.1A 1ST FLOOR HOT WATER PIPING PLAN M-4.2B 1ST FLOOR HOT WATER PIPING PLAN M-4.2 2ND FLOOR HOT WATER PIPING PLAN ELECTRICAL DRAWINGS E-0.1   ELECTRICAL LEGEND, NOTES AND ABBREVIATIONS E-0.2A   TITLE 24 INDOOR LIGHTING COMPLIANCE FORMS E-0.2B  TITLE 24 INDOOR LIGHTING COMPLIANCE FORMS E-0.2C   TITLE 24 INDOOR LIGHTING COMPLIANCE FORMS E-0.3   GENERAL ELECTRICAL SPECIFICATIONS E-0.4A  ELECTRICAL DETAILS E-0.4B  ELECTRICAL DETAILS E-1.1   ELECTRICAL SINGLE LINE DIAGRAM E-1.2A  ELECTRICAL PANEL SCHEDULES E-1.2B  ELECTRICAL PANEL SCHEDULES E-1.2C  ELECTRICAL PANEL SCHEDULES E-2.0A 1ST FLOOR DEMOLITION PLAN E-2.0B 1ST FLOOR DEMOLITION PLAN E-2.1A  POWER PLAN- 1ST FLOOR E-2.1B  POWER PLAN- 1ST FLOOR E-2.2  POWER PLAN- 2ND FLOOR E-3.1A  LIGHTING PLAN - 1ST FLOOR E-3.1B  LIGHTING PLAN - 1ST FLOOR E-3.2  LIGHTING PLAN - 2ND FLOOR E-4.1A  MECHANICAL POWER PLAN - 1ST FLOOR E-4.1B  MECHANICAL POWER PLAN - 1ST FLOOR E-4.2  MECHANICAL POWER PLAN - 2ND FLOOR E-4.3  ROOF POWER PLAN PLUMBING DRAWINGS P-0.1A PLUMBING LEGEND, NOTES, INDEX, AND ABBREVIATIONS P-0.1B PLUMBING SCHEDULES & CODE COMPLIANCE FORMS P-0.2 PLUMBING DETAILS P-0.3 PLUMBING SPECIFICATIONS P-1.1A 1ST FLOOR PLUMBING DEMOLITION PLAN P-1.1B 1ST FLOOR PLUMBING DEMOLITION PLAN P-1.1C 1ST FLOOR PLUMBING DEMOLITION PLAN P-1.1D 1ST FLOOR PLUMBING DEMOLITION PLAN P-1.2 2ND FLOOR PLUMBING DEMOLITION PLAN P-1.3 1ST FLOOR PLUMBING NEW PLAN P-2.1A PLUMBING NEW PLAN - 1ST FLOOR P-2.1B PLUMBING NEW PLAN - 1ST FLOOR P-2.2 PLUMBING NEW PLAN - 2ND FLOOR P-2.3 PLUMBING SITE PLAN B B B B NOTE: BUILDING/SUITE/UNITE SHALL NOT BE OCCUPIED UNTIL PERMIT FOR SITE ACCESSIBILITY IS ISSUED AND FINALED. B STRUCTURAL ENGINEER FOR RECORD: RICHARD A. DAOUD, SE PRINCIPAL MELQART, INC. 714 W OLYMPIC BLVD., SUITE 617 LOS ANGELES, CA 90015 OFFICE: 213-590-6119 CELL: 909-374-4339 EMAIL: RICHARD.DAOUD@MELQARTINC.COM B B B B 1 1 2 2 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L,CENSE ARC ,EC S AE O CAL,ORN,A REVISION TO: Bldg - 101118387 Elec- 20182190 Plumb - 30146952 Mech- 40138878 REVISION #'S Bldg - 101120332 Elec - 20183598 Plum - 30147605 Mech - 40139381 APPROVALS Plng - FArias Bldg- CSG Consultants Elec - CSG Consultants Plumb - CSG Consultants Mech - CSG Consultants 1700 E St Andrew Pl10/8/2024 GENERAL NOTES A-0.2 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 01 00 00 GENERAL REQUIREMENTS 01 11 00 - SUMMARY OF WORK 1 TENANT IMPROVEMENT WORK ON ±72,946 SQ. FT. OF THE TOTAL FIRST AND SECOND FLOOR AREA. SCOPE OF WORK INCLUDES NEW WALLS, POWER, LIGHTING, FINISHES FOR THE INTERIOR PORTION OF THE PROJECT, AND RENOVATING AN EXISTING CMU ENCLOSURE FOR A NEW DOG KENNEL AREA. SCOPE ALSO INCLUDES STRUCTURAL, MECHANICAL, AND ELECTRICAL WORK. ADDITIONAL EXTERIOR SITE IMPROVEMENTS WILL BE PART OF A SEPARATE PERMIT. 2 THE AMERICAN INSTITUTE OF ARCHITECTS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA FORM A-201 CURRENT EDITION, SHALL APPLY TO ALL WORK IN THIS CONTRACT, EXCEPT AS SPECIFICALLY MODIFIED BELOW AND/OR BY THE OWNER/CONTRACTOR AGREEMENT. 3 THE GENERAL CONTRACTOR SHALL NOTIFY SHLEMMER+ALGAZE+ASSOCIATES (SAA) IMMEDIATELY IF HE CANNOT COMPLY WITH ALL WORK CALLED FOR ON THESE DRAWINGS. 4 THE GENERAL CONTRACTOR SHALL NOTIFY SAA IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS BETWEEN THE DRAWINGS, THESE NOTES, AND FIELD CONDITIONS BEFORE COMMENCING ANY WORK AND REQUEST CLARIFICATION. 5 ALL SAA DRAWINGS AND ALL CONSTRUCTION NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS. 6 INSURANCE AND BONDING FOR THE PROJECT SHALL BE AS DIRECTED BY AND TO THE SATISFACTION OF THE OWNER, AND AS REQUIRED IN THE OWNER-CONTRACTOR AGREEMENT. 01 23 00 - ALTERNATES 1 ALL ASSEMBLIES OR DETAILS MARKED AS ALTERNATES TO BASE REQUIREMENTS SHALL BE PRICED INDIVIDUALLY. NOTE THAT ALTERNATES MAY BE EITHER ADDITIVE OR DEDUCTIVE. BID FORM SHALL ITEMIZE ALL ALTERNATES. 01 25 00 - SUBSTITUTION PROCEDURES 1 THE GENERAL CONTRACTOR SHALL HAVE TEN WORKING DAYS FROM AWARD OF THE CONTRACT TO SUBMIT SUBSTITUTIONS, ON FORM APPROVED BY SAA, OF SPECIFIED PRODUCTS OR WORK FOR REVIEW BY SAA. CONTRACTOR SHALL INCLUDE CUT SHEETS WITH SPECIFICATIONS AND REASONS FOR SUBSTITUTION. SAA SHALL RESPOND IN TEN WORKING DAYS FROM RECEIPT OF SUBMITTAL AS TO ACCEPTANCE OR REJECTION OF PROPOSED SUBSTITUTION. NO REQUEST FOR SUBSTITUTIONS SHALL BE REVIEWED OR ACCEPTED AFTER THE INITIAL TIME LIMIT HAS PASSED. 01 26 00 - CONTRACT MODIFICATION PROCEDURES 1 THE OWNER WITHOUT INVALIDATING THE CONTRACT MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK. THE CONTRACT SUM SHALL BE ADJUSTED ACCORDINGLY. ALL SUCH WORK SHALL BE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT EXCEPT THAT ANY CLAIM FOR EXTENSIONS OF TIME CAUSED THEREBY SHALL BE ADJUSTED AT THE TIME OF ORDERING SUCH CHANGE. 2 IF THE GENERAL CONTRACTOR DETERMINES THAT ANY REVISION TO DRAWINGS INVOLVE EXTRA COST UNDER THIS CONTRACT, HE SHALL GIVE SHLEMMER+ALGAZE+ASSOCIATES WRITTEN NOTICE THEREOF WITHIN A REASONABLE AMOUNT OF TIME AFTER RECEIPT OF SUCH INSTRUCTIONS. THE REQUEST SHALL INCLUDE A COMPLETE DESCRIPTION OF THE WORK BEING PERFORMED, LOCATION OF THE WORK, MATERIALS BEING USED, AND ANY OTHER COSTS. BEFORE PROCEEDING TO EXECUTE THE WORK, THE PROCEDURE SHALL BE AS PROVIDED FOR IN THE OWNER-CONTRACTOR AGREEMENT. NO EXTRA COSTS SHALL BE VALID UNLESS APPROVED IN WRITING BY THE OWNER AND ARCHITECT. UNLESS OTHERWISE AGREED, NO PAYMENT WILL BE MADE WITHOUT WRITTEN APPROVAL. 01 29 00 - PAYMENT PROCEDURES 1 THE GENERAL CONTRACTOR SHALL SUBMIT ALL APPLICATIONS FOR PAYMENT TO THE OWNER OR OWNER DESIGNATED AGENT FOR REVIEW AND APPROVAL. THE FORM OF THE APPLICATION FOR PAYMENT SHALL BE AIA DOCUMENT G702, SUPPORTED BY AIA DOCUMENT G702A CONTINUATION SHEET. A 10% RETAINAGE OF EACH APPLICATION FOR PAYMENT SHALL BE WITHHELD BY THE OWNER UNTIL RELEASE OF FINAL PAYMENT UNLESS NOTED OTHERWISE IN THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR. 01 31 00 - PROJECT MANAGEMENT AND COORDINATION 1 INTENT OF THE DRAWINGS IS TO SHOW EXISTING BUILDING CONDITIONS WITH INFORMATION DEVELOPED FROM AVAILABLE DOCUMENTS. CONTRACTOR SHALL MAKE A DETAILED SURVEY OF EXISTING CONDITIONS PERTAINING TO THE WORK BEFORE COMMENCING ANY DEMOLITION OR NEW CONSTRUCTION. THE CONTRACTOR SHALL REPORT DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE ARCHITECT. 2 LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. DETAILS TAKE PRECEDENCE OVER ALL. NOTIFY ARCHITECT OF CONFLICTS OR DISCREPANCIES IN WRITING. 3 DIMENSION CONVENTIONS: A)HORIZONTAL DIMENSIONS ARE SHOWN FROM FACE OF FINISH, UNLESS OTHERWISE NOTED. B)DIMENSIONS NOTED "CLEAR" OR "CLR." MUST BE PRECISELY MAINTAINED: ALLOWING FOR THICKNESS OF MATERIALS. C)DIMENSIONS ARE NOT ADJUSTABLE WITHOUT ARCHITECT'S APPROVAL, UNLESS NOTED. D)DIMENSIONS TO EXTERIOR WINDOW WALL ARE TO INSIDE FINISHED FACE OF THE WALL, UNLESS OTHERWISE NOTED. E)DIMENSIONS TO EXTERIOR GLAZING ARE TO THE INSIDE FACE OF THE EXTERIOR GLAZING. F)VERTICAL DIMENSIONS ARE FROM THE TOP OF THE FINISHED FLOOR, UNLESS OTHERWISE NOTED. G)DO NOT SCALE DRAWINGS. IF ANY ITEM OF WORK CANNOT BE LOCATED, DO NOT PROCEED WITH THE WORK BEFORE CLARIFYING WITH ARCHITECT. H)VERIFY DIMENSIONS MARKED "V.I.F." PRIOR TO START OF CONSTRUCTION. REPORT INCONSISTENCIES TO ARCHITECT. 4 DEFINITION OF TERMINOLOGY: I)"TYPICAL" MEANS IDENTICAL FOR ALL CONDITIONS, UNLESS OTHERWISE NOTED. J)"SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. K)"PROVIDE" MEANS FURNISH AND INSTALL, COMPLETE AND IN PLACE. L)"FURNISH" MEANS FURNISH ONLY, INSTALLATION BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. M)"INSTALL" MEANS PUT INTO PLACE, SUPPLIED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. N)"ALIGN" MEANS ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. 5 BEFORE SUBMITTING A PROPOSAL, ALL CONTRACTORS SHALL VISIT THE PREMISES, FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF THE WORK AND THE DIFFICULTIES THAT ATTEND TO ITS EXECUTION. CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENT AND MAKE THE OWNER AWARE OF REQUIRED ITEMS THAT ARE MISSING FROM THE CONSTRUCTION DOCUMENTS. IF REQUIRED ITEMS ARE MISSING, THE CONTRACTOR SHALL BRING THESE ITEMS TO THE ATTENTION OF THE OWNER DURING THE BIDDING PERIOD. 6 THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIAL REQUIRED FOR DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. 7 CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AS IT RELATES TO THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS. VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS. WRITTEN DIMENSIONS GOVERN, DO NOT SCALE DRAWINGS. 8 THE GENERAL CONTRACTOR SHALL PROVIDE TO ALL SUBCONTRACTORS COMPLETE SETS OF WORKING DRAWINGS OR ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE NOT AVAILABLE TO SUBCONTRACTOR. 9 MANUFACTURERS NAME, TRADEMARK, LOGOS, ETC., SHALL NOT BE VISIBLE TO THE PUBLIC. 10 ALL FINISH CONTRACTORS TO FIELD VERIFY SIZE OF ROOMS AND WALLS PRIOR TO PLACING ORDERS OR SUBMITTING BIDS. 11 THESE DRAWINGS ARE FOR DESIGN INTENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY SITE CONDITIONS, AND INFORM SAA OF ANY CONFLICTS OR ANY ADDITIONAL WORK NECESSARY TO PROVIDE A COMPLETE FINISHED PROJECT, PRIOR TO SUBMITTING BIDS. 12 ARCHITECTURAL DOCUMENTS SUPERSEDE ENGINEERING DRAWINGS. IN THE EVENT A DISCREPANCY OCCURS THAT HAS AESTHETIC RAMIFICATIONS, CONTACT THE ARCHITECT FOR CLARIFICATION. 13 THE GENERAL CONTRACTOR SHALL VERIFY SIZE, ELECTRICAL REQUIREMENTS, LOCATION AND CHARACTERISTICS OF ALL WORK AND/OR EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS, WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF RELATED WORK. 14 THE GENERAL CONTRACTOR AGREES TO PAY ALL TRANSPORTATION CHARGES ON ALL MATERIAL OR EQUIPMENT TO THE POINT OF USE, AND SHALL BE RESPONSIBLE FOR ALL UNLOADING, CHECKING AND STORING OF SAME IN CONNECTION WITH THIS CONTRACT. OWNER WILL ONLY PAY FOR INSTALLED PRODUCTS AND EQUIPMENT. 01 32 00 - CONSTRUCTION PROGRESS DOCUMENTATION 1 PRIOR TO BEGINNING ANY WORK THE GENERAL CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE SHOWING THE CHRONOLOGICAL PHASE OF HIS WORK AND ALL RELATED WORK FOR THE COMPLETION OF THE PROJECT. THIS SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIMES, LENGTH OF TIME FOR EACH PHASE, ITS START AND COMPLETION, WITH A PROJECTED COMPLETION DATE. CONTRACTOR TO VERIFY AVAILABILITY OF ALL PRODUCTS SPECIFIED AND NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES WITH PROJECT COMPLETION DATE. PRODUCTS MAY REQUIRE A LONG LEAD TIME. CONTRACTOR SHALL TAKE INTO ACCOUNT IN HIS SCHEDULE ALL LONG LEAD ITEMS, AND PLAN ACCORDINGLY SO AS TO NOT DELAY COMPLETION OF THE PROJECT. 2 THE GENERAL CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF THE WORK EFFORT FOR ALL SUBCONTRACTORS, CRAFTSMAN AND TRADESMAN REQUIRED TO COMPLETE THE JOB. 3 THE CONTRACTOR SHALL CONTACT THE BUILDING MANAGEMENT TO DETERMINE THE REQUIREMENTS OF THE BUILDING OWNER TO DETERMINE WHEN AND HOW DELIVERIES CAN BE MADE (SEE BELOW), WHAT PHASES OF CONSTRUCTION CAN BE DONE ON REGULAR OR OVERTIME, AND IN GENERAL ANY SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THEIR WORK (IF OVERTIME WORK IS REQUIRED BY ANY TRADE, APPROVAL MUST BE OBTAINED PRIOR TO THE EXECUTION OF ANY WORK INCLUDING COST). THE GENERAL INTENT IS THAT ALL CONSTRUCTION WORK SHALL BE DONE ON REGULAR TIME EXCEPT FOR NOISE GENERATING CONSTRUCTION. 4 CONTRACTOR SHALL MAKE ALL REQUIRED ARRANGEMENTS FOR DELIVERY OF EQUIPMENT AND/OR MATERIALS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THE RULES AND REGULATIONS GOVERNING WORK ON THE PREMISES, INCLUDING THE FOLLOWING: A) DATE AND TIME OR DELIVERY SHALL BE ESTABLISHED IN CONJUNCTION WITH THE PERSON HAVING JURISDICTION OVER PREMISES. OVERTIME CHARGES AND/OR ANY NECESSARY EXPENSE SHALL BE PAID BY CONTRACTOR. B)BUILDING CONDITIONS, INCLUDING SIZE AND LOADING CAPACITY OF ELEVATORS, SIZE OF DOORWAYS, CORRIDORS, WINDOW OPENINGS, ETC., SHALL BE CHECKED BY THE CONTRACTOR BEFORE DELIVERY TO ASSURE ITEMS WILL FIT INTO SPACE. C)ALL CHARGES INVOLVING THE INSTALLATION AND/OR OPERATION OF A HOIST SYSTEM, IF REQUIRED, SHALL BE BORNE BY THE CONTRACTOR. CHARGES INVOLVING THE TEMPORARY REMOVAL AND REINSTALLATION OF WINDOW SASH AND/OR FIXED PANELS REQUIRED FOR DELIVERY SHALL BE BORNE BY THE CONTRACTOR. 5 THE GENERAL CONTRACTOR, HIS SUBCONTRACTOR AND ANY OTHER CONTRACTOR INVOLVED IN THIS PROJECT SHALL TAKE NOTE THAT ANY COST CAUSED BY DEFECTIVE OR ILL-TIMED WORK AS A RESULT OF, BUT NOT LIMITED TO INFERIOR WORKMANSHIP OR MATERIALS, IMPROPER SCHEDULING OR DELINQUENT ORDERING SHALL BE BORNE BY THE PARTY RESPONSIBLE THEREFORE. 6 WHERE SPECIAL ITEMS REQUIRE EXTENDED LEAD TIME PREVENTING INSTALLATION BY PROJECTED MOVE IN DATE, CONTRACTOR IS TO PROPOSE AN AVAILABLE ALTERNATE FOR APPROVAL BY SAA AND OWNER AS WELL AS TO PREPARE PRICING FOR POSSIBLE TEMPORARY ASSEMBLIES. 01 33 00 - SUBMITTAL PROCEDURES 1 THE GENERAL CONTRACTOR SHALL PROVIDE SUBMITTALS FOR REVIEW AND APPROVAL BY SAA. CONTRACTOR SHALL SUBMIT THREE (3) SAMPLES OF THE SPECIFIED MATERIALS. SUBMITTALS SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: 9” X 12” BRUSH-OUT SAMPLES OF ALL PAINT COLORS SPECIFIED, SAMPLES OF ALL CARPETS, ALL SPECIFIED FLOOR AND BASE MATERIALS, SAMPLES OF ALL WALL FINISHES, SAMPLES OF SPECIFIED CABINET FINISHES, SAMPLES OF CEILING GRID AND CEILING TILE, CUTSHEETS OF LIGHTING FIXTURES, DOOR/FRAME AND BUILDERS HARDWARE, CASEWORK SHOP DRAWINGS, CASEWORK HARDWARE SUBMITTALS, AND ANY OTHER MATERIALS SPECIFIED. 2 THE GENERAL CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS AND EQUIPMENT/FIXTURE CUTSHEETS TO SAA FOR REVIEW. CONTRAQCTOR SHALL PROVIDE THREE (3) COPIES. SAA SHALL HAVE TEN (10) WORK DAYS FOR SHOP DRAWING REVIEW TURNAROUND TIME FROM DATE OF RECEIPT. ALL SHOP DRAWINGS AND CUTSHEETS MARKED "REVIEWED" SHALL SUPERSEDE ORIGINAL DRAWINGS IN DESIGN APPEARANCE ONLY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ERRORS IN THEIR DRAWINGS. 3 THE USE OF THE WORDS "PROVIDE" OR "PROVIDED" IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO MEAN, UNLESS OTHERWISE NOTED, THAT WHICH SHALL BE FURNISHED AND INSTALLED, AND CONNECTED WHERE SO REQUIRED. 4 WHERE THE TERMS “NO EXCEPTION”, "APPROVED EQUAL", "OTHER APPROVED", "EQUAL TO", "ACCEPTABLE" OR ANY OTHER GENERAL QUALIFYING TERMS ARE USED IN THESE NOTES, IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO THE SOLE INTERPRETATION AND JUDGMENT OF SAA. 01 35 00 - SPECIAL PROCEDURES - HEALTH, SAFETY 1 SHLEMMER+ALGAZE+ASSOCIATES IS UNAWARE OF ANY EXISTING ASBESTOS WITHIN THE AREA OF NEW WORK. IT IS THE OWNER'S RESPONSIBILITY TO ADVISE THE GENERAL CONTRACTOR & HIS SUBS OF ANY ASBESTOS CONTAINING MATERIAL OR OTHER HAZARDOUS MATERIALS WITHIN THE FACILITY AND TO PROPERLY REMEDIATE. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS REQUIRED BY LAW TO PROTECT ALL WORKERS & OCCUPANTS. NOTIFY THE OWNER IMMEDIATELY IF ANY ASBESTOS CONTAINING MATERIAL IS IDENTIFIED, OR IF ANY HAZARDOUS MATERIAL IS SUSPECTED. 01 35 16 - ALTERATION PROJECT PROCEDURES 1 THE WORK OF THIS PROJECT INCLUDES ALTERATIONS OF THE EXISTING BUILDING TO ACHIEVE THE ARRANGEMENT INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL VISIT THE JOB SITE TO DETERMINE THE EXTENT OF DEMOLITION WORK REQUIRED BY THE CONSTRUCTION ACTIVITIES. THE ARCHITECTURAL DRAWINGS FOR THESE AREAS SHOW THE CHANGES TO BE MADE. THE CONTRACTOR SHALL REVISE, REARRANGE, REROUTE OR REMOVE EXISTING WIRING AND HVAC DISTRIBUTION AS NECESSARY TO ACCOMMODATE THE CHANGES AND ADDITIONS SHOWN AND TO PROVIDE CONTINUING ELECTRICAL AND HVAC SERVICES FOR THOSE EXISTING PORTIONS OF THE PROJECT WHICH ARE TO REMAIN IN OPERATION. 2 THE GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE BUILDING AND ANY ADJOINING PROPERTY OR WORK AND ANY DAMAGE TO SAME, CAUSED BY HIS WORK OR WORKMEN MUST BE MADE GOOD WITHOUT DELAY. ANY COSTS FOR PATCHING AND REPLACING OF DAMAGED WORK SHALL BE BORNE BY THE GENERAL CONTRACTOR. 3 IN AREAS WHERE THERE ARE NO ALTERATIONS INDICATED THE EXISTING FACILITIES SHALL BE RETAINED IN SERVICE. IN CASE OF DOUBT ASSUME THAT THE EXISTING ELECTRICAL WIRING IS TO REMAIN IN OPERATION THROUGHOUT THE CONSTRUCTION PERIOD AND THEREAFTER. 4 THE ALTERATION OF THE EXISTING BUILDING IS WORK OF A COMPLEX NATURE WHICH WILL REQUIRE ACCURATE PLANNING, CAREFUL PREPARATION AND EXECUTION, ATTENTION TO DETAIL AND CLOSE SUPERVISION BY THE CONTRACTOR. THE CONTRACTOR WILL BE REQUIRED TO PERFORM THIS WORK IN FULL COOPERATION WITH THE OTHER CONSTRUCTION TRADES AND SUBJECT TO AN ACCEPTABLE SCHEDULE. 5 ALL WOODWORK, BLOCKING, GROUNDS, ETC. TO BE FIRE RETARDANT TREATED. 6 THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS WORK UNTIL TURNED OVER TO THE CLIENT. 7 THE GENERAL CONTRACTOR SHALL INCLUDE IN HIS ESTIMATE ALL COSTS, (INCLUDING OVERTIME WORK) FOR REMOVAL, NEW INSTALLATION AND REINSTALLATION WORK FOR ANY PLUMBING, CEILING (TAKE-DOWN AND REINSTALLATION), ELECTRICAL, TELEPHONE COMMUNICATIONS EQUIPMENT OR HVAC WORK WITHIN CEILING PLENUM. 8 ALL EXISTING APPURTENANCES NOT BEING REMOVED SHALL BE REFURBISHED WHERE REQUIRED. ANY LOOSE ITEMS TIGHTENED (CEILING EXIT SIGNS, ETC.) AND ANY MISSING PARTS REPLACED BY THE GENERAL CONTRACTOR TO ACHIEVE A FINISHED FIRST CLASS INSTALLATION AND APPEARANCE. 9 ALL REQUIRED EXITS, WAYS OF APPROACH THERETO, AND WAYS OF TRAVEL FROM THE EXIT INTO THE STREET SHALL CONTINUOUSLY BE MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY. 10 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL FIRE EXTINGUISHERS AS REQUIRED BY FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), BY FIRE DEPARTMENT REGULATIONS, AND AS SHOWN ON SAA DRAWINGS. 11 THE GENERAL CONTRACTOR SHALL REPLACE ALL BROKEN OR CRACKED WINDOW GLAZING. ALL WINDOW SASHES SHALL BE INSPECTED BY THE CONTRACTOR AND ALL INOPERABLE CONDITIONS SHALL BE REPAIRED. 12 EACH TRADE SHALL BE RESPNSIBLE FOR PROVIDING AND INSTALLING SEALANTS WHERE SHOWN ON DRAWINGS OR WHERE REQUIRED. 13 PROVIDE STRUCTURAL SUPPORTS AT ALL WALL MOUNTED EQUIPMENT, CABINETS, PLUMBING AND LIGHT FIXTURES. 14 WHERE OPENINGS OCCUR IN EXISTING FIRE RATED AREAS OR PARTITIONS DUE TO EXISTING OR NEW CONDUIT RUNS, DUCTWORK, CABLES, PIPING, ETC., AND/OR WHERE EXISTING FIREPROOFING HAS BEEN REMOVED AS A RESULT OF EXISTING OR NEW CONSTRUCTION WORK, THE GENERAL CONTRACTOR SHALL CLOSE AND/OR PATCH AS REQUIRED ALL OPENINGS TO MATCH IMMEDIATE ADJACENT AREA IN MATERIAL, FINISH AND FIRE RATING. 15 WHERE CONSTRUCTION TO BE REMOVED INTERSECTS CONSTRUCTION TO REMAIN, WORK SHALL INCLUDE ALL ATTACHMENT DEVICES (SHOT PINS, ANCHORS, LAG BOLTS, NAILS, NAILERS, SHIMS, ETC.) REQURIED FOR A SMOOTH AND EVEN TRANSITION. 16 THE GENERAL CONTRACTOR SHALL SURVEY ALL EXISTING FINISHED SURFACES TO INCLUDE CORNER BEADS, STOPS, ETC. FOR CHIPS, CRACKS, HOLES, DAMAGED SURFACES, MARBLE WAINSCOT AND PLASTER CEILING WHENEVER DOOR FRAMES HAVE BEEN REMOVED, AND ANY OTHER DEFECTS CAUSING AN APPEARANCE DIFFERENT FROM A NEW FIRST CLASS FINISHED REPAIRING. GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING DAMAGED FINISHES AND INSTALL NEW SURFACES TO THE SATISFACTION OF SAA. ALL OTHER DAMAGED SURFACES (FINISHED FLOOR SLAB, CONVECTOR ENCLOSURES, ETC.) SHALL BE REPAIRED TO THE SATISFACTION OF SAA. 17 THE GENERAL CONTRACTOR SHALL INSPECT ALL EXISTING PLASTER SURFACES. WHERE, AS A RESULT OF DEMOLITION, EXISTING PLASTER HAS BEEN REMOVED AND NEW FINISHED SURFACES WILL NOT ALIGN WITH EXISTING, CONTRACTOR SHALL INSTALL NEW CORNER BEADS AND STOPS AND ENTIRE SURFACE SHALL BE RE-PLASTERED TO A SMOOTH, FLUSH, ALIGNED SURFACE. 01 40 00 - QUALITY REQUIREMENTS 1 THE CONSTRUCTION NOTES AND/OR DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND THE GENERAL TYPE OF CONSTRUCTION QUALITY DESIRED. THEY ARE INTENDED TO APPLY TO THE FINEST QUALITY OF CONSTRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT. 2 THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES. 3 THE GENERAL CONTRACTOR UPON ACCEPTANCE AND AWARD OF THE CONTRACT ASSUMES FULL RESPONSIBILITY FOR THE CONSTRUCTION, MATERIALS, AND WORKMANSHIP OF THE WORK DESCRIBED IN THESE NOTES AND DRAWINGS, AND WILL BE EXPECTED TO COMPLY WITH THE DESIGN INTENT AS WELL AS ALL OF THE PRINTED AND WRITTEN CONSTRUCTION DOCUMENTS. 01 41 00 - REGULATORY REQUIREMENTS 1 THE GENERAL CONTRACTOR, SUBCONTRACTOR AND ANY TENANTS' CONTRACTORS SHALL SUBMIT CERTIFICATES TO THE BUILDING MANAGER AND OWNER UPON COMPLETION OF WORK, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A)FIREPROOF WOOD TEST REPORT (IF REQUIRED) B)ELECTRICAL, PLUMBING AND AIR CONDITIONING CERTIFICATES ISSUED BY: 1)DEPARTMENT OF WATER SUPPLY, GAS AND ELECTRICITY 2)BOARD OF FIRE UNDERWRITERS 2 PROVIDE CERTIFICATION OF THAT ALL ELECTRICAL, MECHANICAL, AND PLUMBING FIXTURES MEET THE REQUIREMENTS OF TITLE 24 AND CALGREEN. 3 ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF MUNICIPAL, LOCAL OR FEDERAL AND STATE LAWS, AS WELL AS ANY OTHER GOVERNING REQUIREMENTS, WHETHER OR NOT SPECIFIED ON THE DRAWINGS. 4 WHERE THE CONTRACT NOTES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING CODE OR ANY OTHER DEPARTMENT HAVING JURISDICTION OVER THE WORK, THE WORK OF THE MORE STRINGENT NATURE CALLED FOR BY THE CONTRACT, CONSTRUCTION NOTES OR DRAWINGS SHALL BE FURNISHED AND PROVIDED IN ALL CASES. 5 THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LEGALLY REQUIRED APPROVALS AND PERMITS NECESSARY FOR THE EXECUTION AND COMPLETION OF HIS WORK. FORWARD COPIES TO OWNER AND SAA. 01 51 00 - TEMPORARY UTILITIES 1 THE GENERAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY POWER, LIGHTS, WATER, HEAT, AND ANY OTHER TEMPORARY UTILITIES REQUIRED THROUGHOUT THE SPACE UNDER CONSTRUCTION AS REQUIRED TO COMPLETE THE WORK. 01 56 00 - TEMPORARY ENCLOSURES 1 THE GENERAL CONTRACTOR SHALL EXERCISE STRICT DUST CONTAINMENT CONTROL OVER THE JOB TO PREVENT DIRT OR DUST FROM LEAVING THE JOB SITE. 01 57 00 - TEMPORARY CONTROLS 1 "CONSTRUCTION DUST CONTROL": DURING CONSTRUCTION, DUST CONTROL MEASURES SHALL BE REQUIRED. GRADING WILL BE DISCONTINUED DURING FIRST-STAGE SMOG ALERTS AND SUSPENDED DURING PERIODS OF HIGH WINDS (I.E.: OVER 15 MPH). ALL HAULING TRUCKS SHALL HAVE LOADS COVERED OR WETTED AND LOADED BELOW THE SIDEBOARDS TO MINIMIZE DUST. EXERCISE MEASURES TO REMOVE DIRT FROM WHEELED VEHICLES BEFORE ENTERING THE PUBLIC WAY. 01 70 00 - EXECUTION AND CLOSEOUT REQUIREMENTS 1 THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR THE REMOVAL, REPLACEMENT AND RECTIFICATION OF ALL DAMAGED AND DEFECTIVE MATERIAL AND WORKMANSHIP IN CONNECTION WITH THE CONTRACT WORK. HE SHALL REPLACE OR REPAIR AS DIRECTED ALL SUCH DAMAGED OR DEFECTIVE MATERIALS WHICH SHALL APPEAR WITHIN A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. 2 CONTRACT CLOSE-OUT SHALL OCCUR ONLY AFTER THE ARCHITECT HAS PREPARED A PUNCHLIST AND THE PUNCHLIST ITEMS HAVE BEEN CORRECTED. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE OWNER MAINTENANCE AND WARRANTY MANUALS, RELEASE OF LIENS AND RECORD DRAWINGS WITH HIS FINAL APPLICATION FOR PAYMENT. 01 71 33 - PROTECTION OF ADJACENT CONSTRUCTION 1 THE GENERAL CONTRACTOR SHALL PROVIDE A VISQUEEN SEAL FROM FLOOR TO CEILING AT ALL INTERFACES TO PROTECT ADJACENT BUILDING PROPERTY WHILE DEMOLITION AND CONSTRUCTION ARE IN PROGRESS. THIS SEAL IS TO BE KEPT CLOSED AT ALL TIMES. 2 THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROTECT THE PROPERTY OF THE BUILDING OWNER INCLUDING BUT NOT LIMITED TO, WINDOWS, FLOOR AND CEILING TILE, PUBLIC TOILETS, ELEVATORS, DOORS, FRAMES, ELECTRICAL AND AIR CONDITIONING EQUIPMENT, CONVECTOR ENCLOSURES, ETC. 3 THE CONTRACTOR SHALL AT NO TIME DO ANY WORK OR PLACE ANY CONSTRUCTION THAT MAY AFFECT THE OPERATIONS OF OTHER TENANTS, INCLUDING ANY INTERRUPTIONS IN THE SUPPLY OF POWER OR OTHER UTILITIES, WITHOUT FIRST NOTIFYING THE BUILDING OWNER AND OBTAINING PERMISSION FROM THEM TO PROCEED. 01 73 29 - CUTTING AND PATCHING 1 THE GENERAL CONTRACTOR SHALL DO ALL CUTTING, FITTING, AND PATCHING WORK THAT MAY BE REQUIRED TO MAKE ALL PARTS COME TOGETHER PROPERLY AND FIT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER TRADES SHOWN UPON OR REASONABLY IMPLIED BY THE DRAWINGS AND NOTES. 2 THE GENERAL CONTRACTOR SHALL PROVIDE ALL FLOOR CUTOUTS AND PATCHING REQUIRED FOR THE INSTALLATION OF ALL WORK. 3 THE GENERAL CONTRACTOR SHALL METAL LATH OVER ALL NEW CONDUIT CHASES IN MASONRY PARTITIONS. 4 ALL DAMAGED EXISTING AREAS TO REMAIN AND EXISTING AREAS AFFECTED BY DEMOLITION OR NEW CONSTRUCTION WORK SHOWN ON DRAWINGS SHALL BE PATCHED TO MATCH IMMEDIATE EXISTING ADJACENT AREAS IN MATERIALS, FIRE RATING, FINISH AND COLOR UNLESS OTHERWISE NOTED. 5 ALL FIRE PROOFING REMOVED FROM COLUMNS AND BEAMS DURING THE COURSE OF CONSTRUCTION SHALL BE REPLACED WITH THE SAME MATERIAL AND RATING AS THAT WHICH WAS REMOVED. 6 CONTRACTOR TO VERIFY WITH OWNER IF X-RAY IS REQUIRED PRIOR TO CORE DRILLING. X-RAY FLOOR PRIOR TO THE COMMENCEMENT OF ANY FLOOR CORING. AVOID CORING THROUGH ANY EXISTING STEEL REINFORCEMENT. 01 74 00 - CLEANING AND WASTE MANAGEMENT 1 THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS, BOTH FROM HIS OWN FORCES AND OTHER SUBCONTRACTORS, INCLUDING RUBBISH WHICH IS A BY-PRODUCT OF CARPET AND CABINET INSTALLATION, TELEPHONE COMPANY INSTALLATION, ETC. AND PROVIDE FOR ITS REMOVAL FROM THE SITE. 2 AT THE END OF EACH DAY OF CONSTRUCTION OR FINISH WORK, THE CONSTRACTOR AND EACH TRADE SHALL BE RESPONSIBLE FOR REMOVING ANY DEBRIS FROM THE SITE. THE JOB SITE SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, AND SAA UPON COMPLETION OF THE PROJECT BY THE CONTRACTOR. 3 THE EXISTING TO REMAIN, EXISTING RELOCATED OR NEW ITEMS INSTALLED BY THE GENERAL CONTRACTOR IN ADDITION TO BEING AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION SHALL BE THOROUGHLY CLEANED TO THE SATISFACTION OF SHLEMMER+ALGAZE+ASSOCIATES PRIOR TO BEING TURNED OVER TO THE OWNER. 4 THE EXISTING BUILDING TOILET FACILITIES, IF UTILIZED DURING CONSTRUCTION BY CONTRACTOR PERSONNEL, SHALL BE AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION AND ALL DAMAGED OR MALFUNCTIONING ITEMS SHALL BE REPAIRED, REPLACED AND THOROUGHLY CLEANED TO THE SATISFACTION OF SHLEMMER+ALGAZE+ASSOCIATES PRIOR TO BEING TURNED OVER TO THE OWNER. 5 ITEMS THAT ARE TO BE REMOVED AND LATER REINCORPORATED INTO THE PROJECT ARE TO BE CLEANED, STORED, AND REPAIRED IF NECESSARY. SEE SHEETS A1.0 AND A2.0 FOR REUSE OF EXISTING MATERIALS. 01 00 00 GENERAL REQUIREMENTS CONTINUED01 00 00 GENERAL REQUIREMENTS CONTINUED 02 41 00 DEMOLITION 02 41 19.16 - SELECTIVE INTERIOR DEMOLITION 1 THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED IN SAA DRAWINGS OR AS OTHERWISE DIRECTED BY SAA. 2 THE GENERAL CONTRACTOR SHALL FURNISH BUILDING MANAGEMENT AND SAA WITH A COMPLETE INVENTORY LIST OF ALL ITEMS THAT CAN BE REUSED AND/OR STORED IN BUILDING STOCK. 3 THE GENERAL CONTRACTOR SHALL EXECUTE ALL WORK IN COMPLIANCE WITH THE REGULATIONS OF THE AUTHORITY HAVING JURISDICTION OVER THE BUILDING FOR DEMOLITION AND REMOVAL OF DEBRIS, NOISE ORDINANCE, INCLUDING ACCEPTABLE HOURS FOR OVERTIME WORK REQUIRED. 4 ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES EXCEPT ITEMS TO BE REUSED OR RETURNED TO OWNER OR AS OTHERWISE NOTED. 5 THE GENERAL CONTRACTOR SHALL REMOVE FROM PREMISES CONDUITS LEFT AFTER WALL DEMOLITION, INCLUDING SWITCH BOXES, PLATES, BRIDGES OR ANY OTHER TELEPHONE OR ELECTRICAL, INCLUDING WIRING AND EQUIPMENT. 6 IN ALL AREAS WHERE DEMOLITION (REMOVAL OF TILE, CARPETING, PARTITIONS, ETC.) CAUSES ANY UNEVENNESS IN CONCRETE SLAB, THE CONTRACTOR SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW FINISHED FLOORING. 7 DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION, ALL EXISTING EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED. 8 THE GENERAL CONTRACTOR SHALL CUT AND CAP OFF BEHIND FINISH SURFACES ALL PROJECTING PLUMBING, FLOOR ELECTRICAL/TELEPHONE OUTLETS, AND ALL OTHER PROJECTING ITEMS WHICH ARE BEING ABANDONED. 9 UPON COMPLETION OF THE DEMOLITION WORK, THE GENERAL CONTRACTOR SHALL LEAVE ALL AREAS IN A BROOM CLEAN CONDITION. 10 DEMOLITION NOT DESCRIBED HERE BUT NECESSARY FOR THE COMPLETION OF THE WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE DEMOLITION DRAWINGS ARE ISSUED FOR INFORMATION ONLY AND SHOW THE GENERAL EXTENT OF THE DEMOLITION REQUIRED. THESE DRAWINGS DO NOT NECESSARILY SHOW EVERYTHING TO BE REMOVED IN ORDER TO PREPARE THE EXISTING BUILDING ELEMENTS FOR REMODELING OR NEW CONSTRUCTION. THE ARCHITECTURAL DRAWINGS SHOW THE EXISTING PARTITIONS WITH DOORS AND OTHER ITEMS TO REMAIN. 11 ALL REMOVED MATERIAL OTHER THAN ITEMS TO BE SALVAGED OR REUSED SHALL BECOME CONTRACTORS PROPERTY U.O.N., AND SHALL BE REMOVED FROM OWNER'S PROPERTY. CLEAN UP AND DISPOSE OF DEBRIS PROMPTLY AND CONTINUOUSLY AS THE WORK PROGRESSES. SECURE AND PAY FOR REQUIRED HAULING PERMITS, DUMPING FEES AND CHARGES. 12 ELECTRICAL, MECHANICAL AND PLUMBING ITEMS SHALL BE REMOVED TO THE FURTHEST TERMINATION POINT ON THE FLOOR. REMOVE ALL UNUSED AND DISCONNECTED HVAC, ELECTRICAL, PLUMBING AND PHONE/DATA CABLING ABOVE CEILING AND REMOVE TO THE FURTHEST TERMINATION POINT ON THE FLOOR. COORDINATE EXTENT OF REMOVAL WITH MECHANICAL/ELECTRICAL/PLUMBING DRAWINGS. 13 EXISTING LIGHT FIXTURES, ELECTRICAL OUTLETS, RACEWAY AND WIRING ETC. WILL BE REMOVED AS NOTED PER ARCHITECTURAL AND ELECTRICAL DEMOLITION DRAWINGS. 14 REMOVE ALL FIRE DAMPERS IN EXISTING DUCTWORK WHERE FIRE RATED WALLS ARE DEMOLISHED. REMOVE ALL FIRE DAMPERS THAT ARE NOT CODE COMPLIANT.REPLACE ANY FIRE DAMPERS WHERE DAMPERS WILL NEED TO BE UPGRADED TO MEET CURRENT CODE REQUIREMENTS AND RATED WALL IS SCHEDULED TO REMAIN. 15 THERMOSTATS AND PNEUMATIC LINES SHALL BE REMOVED GENTLY AND COILED BACK TO THE DEVICE THEY CONTROL AND LEFT IN PLACE. ALL OTHER THERMOSTATS SHALL BE REMOVED AND RETURNED TO BUILDING OWNER. 16 UPON REMOVAL OF THE EXISTING CEILING, THAT PORTION OF THE EXISTING MECHANICAL SYSTEM DESIGNATED TO BE RE-USED WILL BE EVALUATED BY THE ENGINEER. IF THE EXISTING MECHANICAL SYSTEMS ARE FOUND TO BE ACCEPTABLE FOR RE-USE, THEN THE EXISTING MAIN DUCT, VAV BOXES, PNEUMATIC CONTROL TUBING ETC. SHALL REMAIN AND SHALL BE PROTECTED TO AVOID DAMAGE TO EXISTING HVAC EQUIPMENT DURING DEMOLITION. 17 CONTRACTOR TO VERIFY THAT ALL EXISTING LIGHT FIXTURES NOT BEING REUSED SHALL BE RETURNED TO BUILDING OWNER. 18 THE EXISTING FIRE SPRINKLER SYSTEM SHALL REMAIN IN PLACE (ONLY DURING DEMOLITION). ALL OTHER FIRE/LIFE SAFETY EQUIPMENT SHALL BE LEFT IN PLACE. IF A STRUCTURE HOLDING A DEVICE IS REMOVED, THE CONTRACTOR SHALL SUPPORT THE FIRE/LIFE SAFETY DEVICE IN A MANNER THAT DOES NOT IMPAIR ITS FUNCTION IN ANYWAY. 19 REMOVE ALL DATA/TELE CABLING IN CEILING BACK TO POINT OF ORIGINATION. (UNLESS OTHERWISE INSTRUCTED) CONTRACTOR TO VERIFY WITH OWNER'S CABLING VENDOR. 20 ABANDONED PLUMBING LINES AND DRAINS TO BE REMOVED BACK TO POINT OF ORIGINATION AS REQUIRED FOR NEW WORK. 21 MAINTAIN FULLY CHARGED FIRE EXTINGUISHERS READILY AVAILABLE DURING ALL DEMOLITION OPERATIONS 06 00 00 WOOD, PLASTICS AND COMPOSITES 06 41 00 - ARCHITECTURAL WOOD CASEWORK 1 REFER TO THE “GENERAL NOTES AND INFORMATION SHEETS” FOR ADDITIONAL NOTES. 2 CONTRACTOR TO SUBMIT COMPLETE SHOP DRAWINGS FOR APPROVAL AND VERIFY ALL DIMENSIONS IN THE FIELD BEFORE FABRICATION. CONFIRM ALL MATERIALS AND FINISHES ON SHOP DRAWINGS. SUBMIT (4) 9”X9” SAMPLES OF EACH FINISH FOR APPROVAL. CONTRACTOR SHALL SUBMIT MSDS SHEETS, SIGNED ATTESTATIONS OR OTHER OFFICIAL LITERATURE FROM MANUFACTURER FOR ALL ADHESIVES AND SEALANTS USED ON THE PROJECT. ALL JOINTS, CORNERS AND EDGES ARE TO BE DETAILED IN INDIVIDUAL DETAILS. ALL DIMENSIONS, CRITICAL OR OTHERWISE, ARE TO BE CALLED OUT ON THE SHOP DRAWINGS. SHLEMMER+ALGAZE+ASSOCIATES WILL NOT REVIEW DRAWINGS WHICH ARE INCOMPLETE AND SHOW MINIMAL DETAILING. ALL CASEWORK, SPECIAL PRODUCTS, AND SPECIAL ASSEMBLIES ARE SUBJECT TO SUBMITTAL AND SHOP DRAWING REVIEW. SHOP DRAWINGS AND SUBMITTAL'S SHALL NOT BE WAIVED UNLESS WRITTEN PERMISSION TO DO SO IS GIVEN BY SHLEMMER+ALGAZE+ASSOCIATES. 3 ALL WOOD VENEERED OR CONVERSION VARNISH FINISHED CASEWORK SHALL BE FABRICATED TO WI PREMIUM GRADE STANDARDS. ALL EXPOSED SURFACES INCLUDING DOORS, TOPS AND BASE SHALL BE VENEERED. CASEWORK SHALL BE BIRCH PLYWOOD STAINED TO MATCH FINISH VENEER. 06 00 00 WOOD, PLASTICS AND COMPOSITES CONT. 4 ALL PLASTIC LAMINATE MILLWORK TO BE FABRICATED TO WI CUSTOM GRADE STANDARDS. ALL EXPOSED SURFACES TO BE LAMINATE. CASEWORK AT WHITE LAMINATE TO BE 5/8” WHITE KORTRON. CASEWORK AT COLORED LAMINATE SHALL BE 5/8” BLACK KORTRON. 5 COORDINATE LOCATIONS AND PROVIDE METAL BACKING AT WALL FRAMING FOR ALL WALL-MOUNTED CASEWORK. ALL "INSTALLED" CABINETS SHALL BE SCRIBED TO WALL OR CEILING. CABINET CONTRACTOR TO CHECK JOB PROGRESS AND COORDINATE WITH OTHER TRADES INVOLVED. REFER TO DRAWING DETAILS FOR BACKING SUPPORT OF WALL HANGING ITEMS. 6 CONTRACTOR SHALL SUPPLY AND INSTALL ALL NECESSARY HARDWARE REQUIRED BY THE SPECIFICATIONS OR INTENT OF THE DESIGN. SUBMIT TO SAA FOR APPROVAL CUT SHEETS OF ALL CABINET HARDWARE AND SAMPLES OF ALL PULLS AND KNOBS PRIOR TO FABRICATION. 7 CONTRACTOR TO PROTECT CASEWORK DURING DELIVERY AND TAKE NECESSARY PRECAUTIONS TO ENSURE THAT INSTALLATION OF CASEWORK AND FINISH CARPENTRY WILL NOT BE DAMAGED BY OTHER CONSTRUCTION WORK. 8 COMPOSITE WOOD AND AGRIFIBER PRODUCTS, INCLUDING CORE MATERIALS, SHALL NOT CONTAIN ANY UREAFORMALDEHYDE RESINS. 9 LAMINATE ADHESIVES USED TO FABRICATE CASEWORK ON-SITE AND SHOP APPLIED ASSEMBLIES CONTAINING THESE LAMINATE ADHESIVES SHALL NOT CONTAIN ANY UREAFORMALDEHYDE. 10 ALL ADHESIVES AND SEALANTS USED FOR MILLWORK, PANELING, OR VENEERING SHALL BE LOW VOC AND MUST NOT EXCEED THE VOC CONTENT LIMITS OF SCAQMD RULE #1168 REQUIREMENTS IN EFFECT ON JANUARY 1, 2011. 11 AEROSOL ADHESIVES SHALL MEET REQUIREMENTS EQUAL TO GREEN SEAL STANDARD GC-36 IN EFFECT JANUARY 1, 2011. 12 THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK WITH THAT OF THE CABINET CONTRACTOR. 13 ALL CABINET FINISHES SHALL BE AS NOTED ON THE DETAILED DRAWINGS. 14 THE CABINET CONTRACTOR SHALL PROVIDE RUBBER BUMPERS ON ALL WOOD DOORS. 15 WHERE MEMBERS ARE MITERED OR BUTTED, THEY SHALL BE JOINED AND SECURED IN A MANNER TO INSURE AGAINST THE JOINT OPENING. 16 ALL FINISHED WORK SHALL, AS FAR AS PRACTICAL, BE ASSEMBLED AND FINISHED IN THE SHOP AND DELIVERED TO THE BUILDING READY TO ERECT IN PLACE. 17 WHERE FILES ARE SHOWN AS BEING SET INTO CABINET WORK, THE CABINET CONTRACTOR SHALL SET AND BOLT ALL FILES TOGETHER. 18 THE GENERAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF THE CASEWORK, STONE, OR OTHER SPECIALTIES CONTRACTORS. 19 ALL CASEWORK SHOWN SHALL HAVE PLASTIC LAMINATE TOPS, UNLESS OTHERWISE NOTED. 20 SHELVES AND SEMI-EXPOSED SURFACES, INCLUDING DRAWER INTERIORS, SHALL BE FINISHED WITH A MELAMINE CABINET LINER OF A UNIFORM COLOR THROUGHOUT. 21 ADJUSTABLE METAL SHELF STANDARDS SHALL BE DAPPED OR DRILLED INTO THE SIDES OF CABINETS, UNLESS OTHERWISE NOTED. 06 20 00 - FINISH CARPENTRY 1 WOOD BASE SHALL, IN ALL CONDITIONS, BE INSTALLED RECESSED AND MATCH THE COLOR OF THE ADJACENT WALL, U.O.N. GENERAL CONTRACTOR TO CONFIRM WITH ARCHITECT COLOR IF NOT SPECIFIED ON DRAWINGS AND SUBMIT SAMPLE OF COLORED BASE FOR SAA APPROVAL PRIOR TO PURCHASE AND INSTALLATION. 08 00 00 OPENINGS 08 10 00 - DOORS AND FRAMES 1 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL REQUIRED FRAMES AND ASSEMBLIES AS SHOWN ON SHLEMMER+ALGAZE+ASSOCIATES DRAWINGS UNLESS OTHERWISE NOTED. COORDINATE OVERALL DOOR FRAME DEPTHS WITH WALL TYPES. DOOR AND FRAME ASSEMBLY DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION AND INSTALLATION. 2 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL DOORS AS SPECIFIED ON SHLEMMER+ALGAZE+ASSOCIATES DRAWINGS UNLESS OTHERWISE NOTED. 3 DETAILED DOOR SCHEDULES SHALL BE SUBMITTED TO SHLEMMER+ALGAZE+ASSOCIATES FOR REVIEW, AND FABRICATION OF DOORS AND FRAMES SHALL NOT BE COMMENCED UNTIL SUCH REVIEW HAS BEEN RETURNED. 4 THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC) SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10” HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 5 ALL REQUIRED EXIT DOORWAYS SHALL HAVE A MINIMUM 32" CLEAR OPENING WITH THE DOOR AT 90 DEGREES TO THE CLOSED POSITION. DOORWAYS SHALL BE NOT LESS THAN 36" IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. (CBC 2022 1010.1.1) 6 ONE OF A PAIR OF DOORS SHALL MEET THE MINIMUM OPENING WIDTH REQUIREMENTS. 7 LANDINGS OR FLOOR LEVEL AT DOORS SHALL NOT BE MORE THAN 1/2-INCH BELOW THE THRESHOLD. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 1/4-INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL. (CBC 2022 11B-404.2.5) 8 SEE SHEET A-2.0A, A-2.0B & A-2.1 FOR REQUIREMENTS OF DOORS, WINDOWS, AND HARDWARE, I.E. DOOR SCHEDULE, HARDWARE SCHEDULE AND DOOR AND WINDOW DETAILS. 9 TYPICAL DOOR/FRAME CONVENTIONS ARE AS FOLLOWS: a)DIMENSIONS TO EDGE OF DOOR LOCATING DOOR OPENINGS ARE TO INSIDE FACE OF JAMB, UNLESS OTHERWISE NOTED. b)DOOR OPENINGS ARE TO BE LOCATED SO THAT INSIDE FACE OF BUTT SIDE JAMB IS 4" FROM FACE OF PERPENDICULAR WALL AT CORNER, ALLOWING FOR A 90 DEGREE SWING TYPICAL, UNLESS OTHERWISE NOTED. c)SEE SHEET A-2.0A, A-2.0B & A-2.1 FOR SPECIFIC DOOR REQUIREMENTS. 10 UNDERCUT BUILDING STANDARD INTERIOR DOORS AS REQUIRED TO CLEAR FINISHED FLOOR BY 1/4". ALL RATED DOORS SHALL BE ORDERED SO AS TO CLEAR THE FINISHED FLOOR BY 1/4", UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL UNDERCUT ALL NEW AND EXISTING DOORS AS REQUIRED TO ACCOMMODATE ALL FLOOR COVERINGS. VERIFY EXACT THICKNESS OF ALL NEW FLOOR COVERING WITH SHLEMMER+ALGAZE+ASSOCIATES PRIOR TO UNDERCUTTING OF DOORS. 11 ANY GLAZING ON OR WITHIN 24" OF A DOOR SHALL BE TEMPERED. 12 ALL HOLLOW METAL DOORS SHALL BE PROVIDED WITH STEEL FRAMES. 13 EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS AREA, ELECTRICAL ROOMS WITH 800A EQUIPMENT, OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE. 14 EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. (2022 CBC 1010.2). A.EXCEPTION: THIS REQUIREMENT SHALL NOT APPLY TO EXTERIOR EXIT DOORS IN A GROUP "B" OCCUPANCY IF THERE IS A VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". THE LETTERS SHALL BE NOT LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND. THE LOCKING DEVICE MUST BE A TYPE THAT WILL BE READILY DISTINGUISHABLE AS LOCKED. 08 71 00 - DOOR HARDWARE 1 DETAILED HARDWARE SCHEDULES SHALL BE SUBMITTED TO SHLEMMER+ALGAZE+ASSOCIATES FOR REVIEW. HARDWARE ORDER SHALL NOT COMMENCE UNTIL SUCH REVIEW HAS BEEN RETURNED AND ACCEPTED OR ACCEPTED WITH MARKINGS. 2 ALL LOCK SETS SHALL BE CODED AND/OR KEYED IN ACCORDANCE WITH THE BUILDING STANDARD REQUIREMENTS. CODES AND/OR KEYS ARE TO BE DELIVERED TO OWNER PROPERLY TESTED AND/OR TAGGED. THE NUMBER OF MASTER AND PASS KEYS SHALL BE COORDINATED WITH OWNER. BUILDING MASTER KEYS SHALL BE MARKED “DO NOT DUPLICATE”. 3 MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL/PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF THE SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARD. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE AUTHORITY HAVING JURISDICTION, BUT IN ALL CASES SHALL NOT EXCEED 15 POUNDS. 4 LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP OR PINCH THE OPENING HARDWARE. 5 ALL MANUALLY OPERATED EDGE OR SURFACE-MOUNTED FLUSH BOLTS ARE PROHIBITED ON EXIT DOORS. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR KNOB OR SURFACE-MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 6 ALL EXIT DOOR HARDWARE SHALL BE OF AN APPROVED TYPE AND TESTED IN ACCORDANCE WITH PROCEDURES ESTABLISHED BY SFM 33.2 AND SFM 33.3 AS SHOWN IN CHAPTER 2-60 OF TITLE 24. 7 ALL THRESHOLDS SHALL NOT EXCEED 1/2" CHANGE IN ELEVATION WITH A 1:2 BEVEL. (CBC 2022 11B-303.3) 8 PANIC HARDWARE, WHEN INSTALLED, SHALL COMPLY WITH ALL APPLICABLE BUILDING CODE REQUIREMENTS. THE ACTIVATING MEMBER SHALL BE MOUNTED AT A HEIGHT OF NOT LESS THAN 34 INCHES NOR MORE THAN 44 INCHES ABOVE THE FLOOR. THE UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF EXIT TRAVEL. 9 ALL RATED CORRIDOR DOORS SHALL HAVE A THRESHOLD WITH A SMOKE AND DRAFT SEAL AT HEAD AND JAMBS. 09 00 00 FINISHES CONTINUED 5 ALL PARTITIONS SHALL BE SECURELY ANCHORED AS PER MANUFACTURERS SPECIFICATIONS AND AS REQUIRED BY THE STATE AND LOCAL CODES. 6 THE GENERAL CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING FOR ALL WALL PARTITIONS, AND FOR ALL DUCT WORK, RETURN AIR OPENINGS AND GRILL OPENINGS ABOVE AND BELOW HUNG CEILING. THESE OPENINGS ARE TO BE COORDINATED WITH HVAC ENGINEERING DRAWINGS AND THE MECHANICAL CONTRACTORS SHOP DRAWINGS. ALL OPENINGS SHALL BE PROPERLY SEALED FOR SOUNDPROOFING AND VIBRATION. 7 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL ACCESS PANELS AS REQUIRED FOR MECHANICAL, ELECTRICAL AND PLUMBING INSTALLATIONS PER LOCAL BUILDING CODES. LOCATIONS SHALL BE COORDINATED WITH SAA PRIOR TO FINAL INSTALLATION. 8 THE GENERAL CONTRACTOR WILL NOT BE ENTITLED TO A CHANGE ORDER FOR OPENING ANY PARTITIONS BECAUSE OF TELEPHONE INSTALLATION, SECURITY SYSTEMS OR COMPUTER DATA SYSTEMS. 9 SAA SHALL HAVE THE RIGHT TO REVIEW AND APPROVE ALL CHALK LINES PRIOR TO INSTALLATION OF WALL TRACK. SAA IS TO BE NOTIFIED OF ANY REQUIRED DEVIATION FROM CONSTRUCTION DIMENSIONS OR CLEARANCES AS DESIGNATED ON PLAN OR ANY APPARENT CONSTRUCTION CONFLICTS. 10 THE GENERAL CONTRACTOR IS TO VERIFY, PRIOR TO BID, THE RATING OF THE EXISTING PARTITIONS, COLUMNS, ETC. THE GENERAL CONTRACTOR SHALL PROVIDE WALL FURRING AT EXISTING PARTITIONS WITH A RATING OF GREATER THEN 1 HOUR WHERE REQUIRED TO ACCOMMODATE ELECTRICAL OR PLUMBING CONDITIONS AS INDICATED ON THE DRAWINGS. 11 STANDARD DRYWALL STUDS SHALL BE ELECTRO-GALVANIZED STEEL WITH PUNCHED UTILITY OPENINGS AND KNURLED FLANGE WITH AT LEAST 1-1/4" WIDE FLANGE RETURNS. FURNISH 25 GA. STUDS EXCEPT WHERE 20 GAUGE OR HEAVIER IS SHOWN OR REQUIRED ON THE DRAWINGS. 12 GAUGE SPECIFIED ABOVE ARE A MINIMUM, WHERE REQUIRED STUD HEIGHT EXCEEDS CODE COMPLIANCE, PROVIDE HEAVIER GAUGE STUDS OR DECREASE STUD SPACING AS NECESSARY TO CONFORM TO CODE. 13 ALL INTERIOR PARTITIONS HAVE BEEN DESIGNED COMPLIANT TO 2022 CBC 1607.16 AND CAN WITHSTAND A HORIZONTAL LOAD OF 5 LBS. SEE SHEET A-30.0. 14 ALL FIRE RATED PARTITIONS SHALL MEET CONSTRUCTION REQUIREMENTS PER 2022 CBC TABLE 721.1(2) ITEM #13-1.1 15 ALL PIPE AND CONDUIT PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE FULLY SEALED WITH APPROVED FIRE RATED CALUKING MATERIAL, AND ALL DUCTWORK FITTED WITH APPROPRIATELY SIZED FIRE DAMPERS. 09 29 00 - GYPSUM BOARD 1 ALL GYPSUM BOARD CONSTRUCTION IS TO MEET THE GYPSUM ASSOCIATION STANDARDS AS ENFORCED BY THE SOUTHERN CALIFORNIA DRYWALL CONTRACTORS ASSOCIATION INC. 2 THE GENERAL CONTRACTOR SHALL USE CORNER BEADS AT ALL EXPOSED CORNERS AND J-MOULD TRIM AT ALL EXPOSED ENDS IN PLASTER AND DRYWALL PARTITIONS. 3 ALL DRYWALL SHALL BE INSTALLED WITH VERTICAL JOINTS ONLY. ALL JOINTS SHALL OCCUR AT STUDS ONLY. USE APPROPRIATE SIZE AND LENGTH FASTENERS TO SUIT APPLICATION. 4 GYPSUM BOARD FINISH SHALL BE AS REQUIRED BY SAA AND APPROPRIATE TO THE TYPE OF WALL AND LOCATION SERVED. 09 30 00 - TILING 1 CERAMIC TILE INSTALLATION METHOD - (DRY METHOD). CONTRACTOR TO INSTALL CERAMIC TILE IN ACCORDANCE WITH ANSI/TCA A108.5 SPECIFICATIONS. HORIZONTAL MORTAR BED SHALL BE A THIN SET BOND COAT, DRY OR LATEX PORTLAND CEMENT MORTAR MEETING ANSI/TCA F113-89. VERTICAL APPLICATION SHALL MEET ANSI/TCA METHOD W242-89, GROUT SHALL BE CEMENTING DRY CURE TYPE WITH LATEX ADDITIVE FOR STRENGTH AND ACID RESISTANCE; COLOR TO BE AS SPECIFIED BY SHLEMMER+ALGAZE+ASSOCIATES. PROVIDE ALL NECESSARY CAPS, STOPS, RETURNS, TRIMMERS AND OTHER SHAPES TO COMPLETE INSTALLATION. PROVIDE COVE TYPE BASE TO MATCH WALL WHERE WALL TILE IS USED, OTHERWISE MATCH COLOR OF FLOOR TILE. PROVIDE THRESHOLD AT WALL OR FRAME OPENINGS TO OTHER BUILDING AREAS NOT RECEIVING CERAMIC TILE FLOOR FINISH. 2 CERAMIC TILE INSTALLATION METHOD - (WET METHOD). CONTRACTOR IS TO INSTALL CERAMIC TILE IN ACCORDANCE WITH ANSI/TCA A108.5 SPECIFICATIONS. HORIZONTAL MORTAR BED SHALL BE A THIN SET BOND COAT, DRY OR LATEX PORTLAND CEMENT MORTAR MEETING ANSI/TCA F122-89. VERTICAL APPLICATION SHALL MEET ANSI/TCA METHOD W223-89. SHOWER STALL SHALL MEET ANSI/TCA B416-89. GROUT SHALL BE CEMENTING DRY CURE TYPE WITH LATEX ADDITIVE FOR STRENGTH AND ACID RESISTANCE; COLOR TO BE AS SPECIFIED BY SHLEMMER+ALGAZE+ASSOCIATES. PROVIDE ALL NECESSARY CAPS, STOPS, RETURNS, TRIMMERS AND OTHER SHAPES TO COMPLETE INSTALLATION. PROVIDE COVE TYPE BASE TO MATCH WALL WHERE WALL TILE IS USED, OTHERWISE MATCH COLOR OF FLOOR TILE. PROVIDE THRESHOLD AT WALL OR FRAME OPENINGS TO OTHER BUILDING AREAS NOT RECEIVING CERAMIC TILE FLOOR FINISH. 3 CONTRACTOR IS TO INSTALL CERAMIC TILE IN ACCORDANCE WITH ANSI/TCA A108.5 INSTALLATION SPECIFICATIONS. MORTAR BED SHALL BE A THIN-SET BOND COAT, DRY CEMENT MORTAR MEETING ANSI/TCA A118.4. GROUT SHALL BE CEMENT DRY CURE TYPE, WITH LATEX ADDITIVE FOR STRENGTH AND ACID RESISTANCE, COLOR TO BE SPECIFIED BY DESIGNER. PROVIDE NECESSARY CAPS, STOPS, RETURNS, TRIMMERS AND OTHER SHAPES TO COMPLETE INSTALLATION. PROVIDE COVE TYPE BASE TO MATCH WALL WHERE WALL TILE IS USED, OTHERWISE MATCH COLOR OF FLOOR TILE. PROVIDE THRESHOLD AT WALL OR FRAME OPENINGS TO OTHER BUILDING AREAS NOT RECEIVING CERAMIC TILE FLOOR FINISH. 4 CERAMIC TILE INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED INSTRUCTIONS AND ANSI A108, A118 AND A136. 5 CERAMIC TILE LAYOUT DIAGRAM TO BE APPROVED BY SHLEMMER ALGAZE ASSOCIATES BEFORE ORDERING/INSTALLATION OF TILE. 09 33 00 - STONE TILING 1 STONE TILE INSTALLATION SHALL BE A THIN-SET APPLICATION CONFORMING TO ANSI A108.4 TCNA HANDBOOK AND SECTION 12 SHEET A0.2, REQUIREMENTS FOR HORIZONTAL AND VERTICAL APPLICATIONS. GROUTED JOINTS SHALL BE 1/16” AND CONFORM TO ANSI A108.10 AND TCNA HANDBOOK SPECIFICATIONS. GROUT COLOR TO BE SPECIFIED BY SHLEMMER+ALGAZE+ASSOCIATES. GROUT COLOR AT STONE TILE FLOORING SHALL BE COLORED TO MATCH THE ADJACENT FLOORING MATERIAL OR AS SELECTED BY SAA UNLESS OTHERWISE NOTED. WHERE MORE THAN ONE COLOR IS TO BE INSTALLED, GROUT COLOR SHALL BE CONFIRMED WITH SAA BEFORE INSTALLATION. EXPANSION JOINTS SHALL MEET TCNA METHOD EJ171. ALL HORIZONTAL SURFACES SHALL RECEIVE A CLEAR SEALER COAT AS MANUFACTURED BY MIRA-SEAL #511 OR EQUAL, AND SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2 PROVIDE FLUSH STONE THRESHOLD TO MATCH ADJACENT STONE FLOORING AT TRANSITIONS BETWEEN STONE AND CARPET FLOORING. 3 STONE TILE LAYOUT DIAGRAM TO BE APPROVED BY SHLEMMER ALGAZE ASSOCIATES BEFORE ORDERING/INSTALLATION OF TILE. 4 MARBLE TILE INSTALLATION SHALL BE A THIN-SET APPLICATION CONFORMING TO ANSI A108.4 AND TCNA HANDBOOK AND SECTION 12 SHEET GN-1, REQUIREMENTS FOR HORIZONTAL AND VERTICAL APPLICATIONS. GROUTED JOINTS SHALL BE 1/16" AND CONFORM TO ANSI A108.10 AND TCNA HANDBOOK SPECIFICATIONS. GROUT COLOR IS TO BE SELECTED BY SAA. EXPANSION JOINTS SHALL MEET TCNA METHOD EJ171. ALL HORIZONTAL SURFACES SHALL RECEIVE A CLEAR SEALER COAT AS MANUFACTURED BY MIRA-SEAL #511 OR EQUAL AND SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 09 50 00 - CEILINGS 1 CONTRACTOR SHALL REFER TO ALL PERTINENT SECTIONS OF THE GENERAL NOTES, SPECIFICATIONS, AND SCHEDULE OF FINISHES FOR COMPLETE AND PROPER INSTALLATION OF WORK. 2 GENERAL CONTRACTOR SHALL ENSURE CLEARANCE HEIGHT FOR LIGHT FIXTURES, DUCTS, FIRE SPRINKLERS, ETC. SHOULD ANY OBSTRUCTIONS OCCUR THAT PREVENT INSTALLATION OF ANY REQUIRED COMPONENT, NOTIFY SAA PRIOR TO INSTALLATION OF GRID. INSTALLATION WITHOUT APPROVAL SHALL BE REMOVED REINSTALLED PER DIRECTION OF SAA AT GENERAL CONTRACTORS SOLE EXPENSE. 3 FIRE/LIFE SAFETY FIXTURES SHOWN ON PLAN ARE SUGGESTED LOCATIONS ONLY. CONTRACTOR TO PREPARE AND COORDINATE DESIGN/BUILD DRAWINGS SHOWING APPROPRIATE LOCATION OF STROBES AND EXIT SIGNS. SUBMIT COORDINATED SHOP DRAWINGS TO SAA FOR REVIEW AND TO LOCAL FIRE DEPARTMENT FOR PERMIT PRIOR TO THE COMMENCEMENT OF ANY INSTALLATION. 4 BOTH NEW AND EXISTING SPRINKLER HEADS FOR THE AREA OF WORK SHALL BE LOCATED PER SPRINKLER CONTRACTOR DESIGN/BUILD DRAWINGS. ONCE SUBMITTED TO AND REVIEWED BY SAA, DRAWINGS SHALL THEN BE SUBMITTED TO LOCAL FIRE DEPARTMENT FOR APPROVAL. 5 ALL FIXTURES, DEVICES, AND SPRINKLER HEADS ARE TO BE LOCATED AT THE CENTER OF CEILING TILE UNLESS NOTED OTHERWISE, PROVIDE PROPOSED LOCATIONS IN DRYWALL CEILING TO SAA FOR APPROVAL. 6 REFER TO DRAWING DETAILS FOR TYPICAL SUSPENDED CEILING GRID SUPPORT. 7 ALL LAY IN PANELS SHALL BE SECURED TO THE SUSPENSION SYSTEM WITH TWO HOLD-DOWN CLIPS MINIMUM FOR EACH TILE WITHIN A 4-FOOT RADIUS OF THE EXIT LIGHTS AND EXIT SIGNS. 8 CEILING GRID SHALL BE INSTALLED WITHIN A LEVEL HORIZONTAL TOLERANCE OF 1/8" PER 12'-0". SUPPORT AND BRACE AS INDICATED ON REFLECTED CEILING PLAN DETAILS. 9 PROVIDE ACCESS PANELS WHERE REQUIRED WHEN CEILING SYSTEM IS SUSPENDED GYP. BOARD. (EXACT LOCATION OF ACCESS PANELS TO BE APPROVED BY OWNER/ ARCHITECT). ALL ACCESS PANELS IN GYPSUM BOARD CEILING TO BE GFRG ACCESS PANELS SIZED AS REQUIRED. "MOONLIGHT MOLDS" OR APPROVED EQUAL. PROVIDE BOTH 24" X 24" & 18" X 18" SIZED OPENING ACCESS PANELS. CONFIRM SIZE AND LOCATION WITH SAA. ACCESS PANELS SHALL BE PROVIDED FOR ELECTRICAL, PLUMBING AND AIR CONDITIONING CONTROLS OR AS REQUIRED BY THE UNIFORM BUILDING CODE, UNIFORM MECHANICAL CODE, NFPA, UPC AND LOCAL CITY CODES. IF LOCATION AND TYPE IS NOT SHOWN ON DRAWINGS, CONFIRM LOCATION AND TYPE WITH SAA PRIOR TO INSTALLATION. 10 RELOCATE/RAISE EXISTING BACK BOXES, CONDUIT, HVAC EQUIPMENT, DEVICES AND ANY OTHER ITEMS THAT WILL NEED UPWARD RELOCATION BASED ON NEW ROOM CEILING HEIGHT. 11 CEILING GRID SYSTEMS WITHIN AREA OF WORK ARE TO BE INSTALLED IN A CONTINUOUS GRID PATTERN SO THAT WHEN A PENETRATING PARTITION IS REMOVED, NECESSARY CEILING REPAIRS WILL RESULT IN A CONSISTENT CEILING GRID. 12 LATERAL BRACING SHALL BE PROVIDED BY WIRES OF MINIMUM 12 GA., SPLAYED IN FOUR DIRECTIONS AND 90 DEGREES APART. CONNECT TO THE MAIN RUNNER WITHIN 12 INCHES OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE OR TO PARTITION. ATTACH TO WALLS OR BRACE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING. SUPPORT POINTS SHALL BE PLACED 12" O.C. IN EACH DIRECTION WITH THE FIRST POINT WITHIN 4'-0" FROM EACH WALL 13 3403.6 - SUSPENDED CEILING UPGRADE. WHEN AN ADDITION, ALTERATION OR REPAIR IS PERFORMED ON AN OCCUPANCY IN WHICH THERE IS AN EXISTING SUSPENDED CEILING, SUCH SUSPENDED CEILING SHALL BE MODIFIED THROUGHOUT TO COMPLY WITH THE PROVISIONS OF ASTM C 635 AND ASTM C 636. (2022 CBC 808.1.1.1). 14 AT ALL EXISTING CEILINGS TO REMAIN, THE GENERAL CONTRACTOR SHALL PROVIDE ADDITIONAL AND /OR NEW COMPRESSION POST AND LATERAL BRACING OF THE CEILING GRID AT ALL AREAS WHICH ARE NOT IN COMPLIANCE WITH CURRENT CODES. 15 SUSPENSION SYSTEM SHALL BE AS INDICATED IN REFLECTED CEILING PLAN. LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT OPPOSITE CORNERS WITH NO. 12 WIRES. 16 PROVIDE NEW SUSPENDED CEILING TO CONCEAL PIPING, DUCTS, ETC. IN FINISHED ROOMS. IF EXISTING CONDITIONS REQUIRE DEVIATIONS FROM INDICATED CEILING HEIGHTS DUE TO STRUCTURAL OR MECHANICAL REQUIREMENTS, OBTAIN SAA APPROVAL BEFORE INSTALLING CEILING. 17 ALL CEILING FINISHES SHALL BE NON-COMBUSTIBLE OR HAVE A FLAME SPREAD INDEX OF 0 TO 25; SMOKE-DEVELOPED INDEX 0-450. 09 00 00 FINISHES CONTINUED 09 60 00 - FLOORING 1 CONTRACTOR SHALL FURNISH AND INSTALL ALL FLOOR FINISHES AS SPECIFIED ON THE DRAWINGS AND SPECIFICATIONS. 2 CONTRACTOR TO PREP FLOORS FOR NEW FLOOR COVERING, FLOAT FLOORS TO LEVEL SURFACE AS REQUIRED TO ACCEPT NEW FLOOR FINISH MATERIAL. THE GENERAL CONTRACTOR SHALL PATCH ALL CRACKS, HOLES OR OTHER IMPERFECTIONS (PROJECTIONS SHALL BE REMOVED AND PATCHED TO PROVIDE A CONTINUOUS SMOOTH FLOOR SURFACE). FLOOR LEVEL SHALL NOT EXCEED 1/8" IN 10-0" NON-CUMULATIVE. 3 THE GENERAL CONTRACTOR SHALL NOTIFY SAA AFTER FLOOR PATCHING IS COMPLETE AND RECEIVE THEIR REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION OF FINISHED FLOORING. 4 SPACES BEING SURFACED SHALL BE CLOSED TO TRAFFIC AND OTHER WORK DURING THE LAYING OF FLOORING. STONE FLOORS SHALL BE COVERED AFTER INSTALLATION FOR PROTECTION. 5 UPON COMPLETION, ALL WORK SHALL BE CLEANED BY THE CONTRACTOR REMOVING ALL SPOTS OF ADHESIVE AND SURFACE STAINS AND ALL SCRAPS, CARTONS AND CONTAINERS SHALL BE REMOVED FROM THE BUILDING. 6 STONE, WOOD, AND TILE FLOORING CONTRACTORS TO SUBMIT TO SAA ACTUAL DIMENSIONED LAYOUT PLAN FOR APPROVAL PRIOR TO INSTALLATION. 7 THE GENERAL CONTRACTOR TO COORDINATE ALL FLOORING CONTRACTORS INVOLVED TO ASSURE FLUSH INSTALLATION OF ALL VARYING FLOOR MATERIALS USED. ALL TRANSITION METHODS TO BE APPROVED BY SHLEMMER+ALGAZE+ASSOCIATES. 8 CLOSET FLOORS ARE TO HAVE SAME FLOORING AS THE FLOORING IN ADJACENT AREA, UNLESS OTHERWISE NOTED. 9 ALL FINISHES SHALL HAVE A MAXIMUM FLAME SPREAD OF 200 AND A MAXIMUM SMOKE DENSITY OF 450. (2022 CBC 803.1& 803.1.2). 10 CONTRACTOR TO VERIFY AVAILABILITY OF ALL PRODUCTS SPECIFIED AND NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES WITH PROJECT COMPLETION DATE. PRODUCTS MAY REQUIRE A TWO TO SIX WEEK LEAD-TIME. NOTIFY ARCHITECT OF ALL LONG LEAD ITEMS. 11 NO SUBSTITUTIONS OF ANY MATERIAL ALLOWED WITHOUT WRITTEN APPROVAL OF ARCHITECT. 12 PROVIDE APPROPRIATE SEALER ON STONE FLOORING TO ACHIEVE THE SLIP COEFFICIENT REQUIRED BY CODE. OBTAIN ALL TEST RESULTS AND PROVIDE THE ORIGINAL TEST RESULTS TO THE SAA. APPLY SEALER PER MANUFACTURES INSTRUCTIONS. 13 THE GENERAL CONTRACTOR SHALL PROVIDE AS PART OF HIS BID, A SEPARATE UNIT COST FOR EACH FLOORING MATERIAL SPECIFIED FOR THIS PROJECT. REFER TO SHEET A-5.0A, A-5.0B & A-5.1 FOR FLOORING MATERIALS SPECIFIED. PROVIDE A SEPARATE COST FOR THE INSTALLATION OF THE FLOORING MATERIAL. ANY BID THAT DOES NOT PROVIDE A BREAK DOWN WILL BE CONSIDERED NON-RESPONSIVE AND NOT ACCEPTED. 09 65 00 - RESILIENT FLOORING 1 THE GENERAL CONTRACTOR, AFTER PROPOERLY CLEANING THE FLOORING MATERIAL, SHALL GIVE RESILIENT TILE FLOOR TWO (2) APPLICATIONS OF AN APPROVED NON-SLIP WAX WHICH IS TO BE THOROUGHLY MACHINE BUFFED AND LEFT IN CONDITION ENTIRELY SATISFACTORY TO SHLEMMER+ALGAZE+ASSOCIATES. 2 THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE PROTECTION FOR ALL RESILIENT FLOORING WORK FOR THE DURATION OF THE CONTRACT, AND REMOVE ALL PROTECTION PRIOR TO PUNCH LIST. 09 65 13 - RESILIENT BASE AND ACCESSORIES 1 RUBBER AND/OR VINYL BASE SHALL IN ALL CONDITIONS MATCH THE COLOR OF ADJACENT WALL U.O.N. GENERAL CONTRACTOR TO CONFIRM WITH SAA EXACT COLOR IF NOT SPECIFIED ON DRAWINGS AND SUBMIT SAMPLE OF COLORED BASE TO SAA FOR APPROVAL PRIOR TO PURCHASE AND INSTALLATION. 2 ALL RESILIENT BASE TO BE AS SPECIFIED ON SHEET A-5.0A, A-5.0B & A-5.1 ALL MASONRY WALLS AND DRYWALL SHALL HAVE SPECIFIED STRAIGHT VINYL BASE IN CARPETED AREAS AND COVE VINYL BASE IN RESILIENT TILE AREAS UNLESS OTHERWISE NOTED. 3 PROVIDE BLACK RUBBER REDUCER STRIP WHERE CARPET AND VCT TRANSITION OCCURS, UNLESS OTHERWISE NOTED. 09 68 00 - CARPETING 1 ALL ROLL CARPETING SHALL BE INSTALLED DIRECT GLUE, U.O.N. 2 ALL CARPET SEAMS ARE TO BE SEALED AS PER CARPET MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SEAMING DIAGRAMS TO BE APPROVED BY SHLEMMER+ALGAZE+ASSOCIATES BEFORE ORDERING/INSTALLATION OF CARPETING. 3 ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND WHEN THE WORK IS COMPLETE, IT SHALL BE FREE FROM BUCKLES, BUBBLES, OPEN JOINTS OR OTHER IMPERFECTIONS. SEAMS SHALL BE KEPT IN ACCURATE ALIGNMENT ALONG BOTH COORDINATES. CARPET TILE HAVING CHIPPED OR ROUNDED CORNERS WILL BE REJECTED AND IF LAID, SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE TILE. 4 CARPET TILE SHALL BE INSTALLED IN A SQUARE PATTERN WITH COURSES PARALLEL TO WALLS, UNLESS OTHERWISE INDICATED ON DRAWINGS. THE ADHESIVE USED FOR CEMENTING TILE SHALL BE APPLIED FAR ENOUGH IN ADVANCE OF THE SETTING TO PERMIT THE ADHESIVE TO REACH ITS INITIAL SET BUT NOT ITS FINAL SET. 5 INSTALL CARPET FROM THE SAME DYE LOT. 6 SUBMIT CARPET FROM ACTUAL CARPET RUNS. APPROVAL IS AT THE DISCRETION OF SAA AND OWNER. 7 CREATE CARPET TO CARPET OR CARPET TO OTHER FLOORING TRANSITIONS BENEATH THE CENTERLINE OF DOOR IN THE CLOSED POSITION. 8 WHERE FLOOR MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA, CUT THE CARPET IN AN "X" OVER THE HOLE AND CARPET UNDER, THIS ALLOWS CARPET PATCHING WHERE OUTLETS ARE LATER CAPPED. DO NOT TRIM THE CARPET. 9 CARPET CONTRACTOR MUST VERIFY EXISTING FLOOR CONDITIONS PRIOR TO BID AND INSTALLATION. 10 CARPET MUST MEET OR EXCEED CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS TESTING AND PRODUCT REQUIREMENTS. 11 CARPET PAD, IF SPECIFIED, MUST MEET OR EXCEED CARPET AND RUG INSTITUTE'S GREEN LABEL TESTING AND PRODUCT REQUIREMENTS. 12 CARPET ADHESIVES MUST BE LOW VOC AND MUST NOT EXCEED THE VOC CONTENT LIMITS OF SCAQMD RULE #1168 REQUIREMENTS IN EFFECT ON JANUARY 1, 2011. 13 CONTRACTOR SHALL SUBMIT MSDS SHEETS, SIGNED ATTESTATIONS OR OTHER OFFICIAL LITERATURE FROM MANUFACTURER FOR ALL FLOOR FINISH, BASE AND ADHESIVES USED ON THE PROJECT. 09 72 00 - WALLCOVERINGS 1 THE GENERAL CONTRACTOR SHALL INSTALL WALLCOVERINGS IN ACCORDANCE WITH MANUFACTURERS INSTALLATION SPECIFICATIONS, WHERE DESIGNATED. ALL WALLCOVERINGS SHALL BE SMOOTH, WITH NO WRINKLES, BUBBLES OR LOOSE EDGES, ALL PASTE AND BRUSH MARKS SHALL BE THOROUGHLY REMOVED. WALL COVERING ADJOINING WOOD OR METAL TRIM SHALL BE CUT STRAIGHT AND SQUARE. ALL WORKMANSHIP WHICH IS NOT JUDGED TO BE FIRST QUALITY BY SHLEMMER+ALGAZE+ASSOCIATES WILL BE REJECTED. 2 ALL FINISHES SHALL COMPLY TO A MAXIMUM FLAME SPREAD OF 200 AND A MAXIMUM SMOKE DENSITY OF 450. (2022 CBC 803.1 & 803.1.2) 3 ALL DRAPES, HANGING CURTAINS AND OTHER DECORATIVE MATERIALS SHALL BE TREATED AND MAINTAINED IN A FLAME RETARDANT CONDITION. 09 90 00 - PAINTING AND COATING 1 UNLESS OTHERWISE SPECIFIED, ALL AREAS ARE TO BE PAINTED IN ACCORDANCE WITH FINISH PLANS. 2 WALLS SHALL INCLUDE SURFACES FROM FLOOR TO CEILING, INCLUDING PILASTERS, FASCIA, JAMBS, DOOR FRAMES, REVEALS, RETURNS, AND ALL VERTICAL SURFACES NOT INCLUDED IN CEILING. 3 PAINT COLORS SHALL BE SPECIFIED BY SHLEMMER+ALGAZE+ASSOCIATES AND THE GENERAL CONTRACTOR SHALL SUBMIT THREE (3) SAMPLES (12" X 12") OF EACH COLOR SPECIFIED FOR REVIEW BY SHLEMMER+ALGAZE+ASSOCIATES. 4 ALL WALLS AND CEILINGS SHALL BE PROPERLY PREPARED, SPACKLE, SANDED, ETC. TO PROVIDE A PERFECTLY SMOOTH FINISH AND SURFACE READY FOR PRIME AND PAINT. 5 ALL EXISTING LOOSE PAINT SHALL BE REMOVED AND SPACKLE OR PLASTER PATCHED. 6 ALL EXISTING UNEVENNESS IN ALL PARTITIONS SHALL BE SANDED OR CHIPPED AWAY AND SURFACES PLASTER-PATCHED OR SPACKLED TO INSURE A PERFECTLY EVEN SURFACE. 7 ALL WOOD SHELVING AND PAINTED DOORS SHALL RECEIVE PRIMING, SANDING AND TWO FULL COATS OF SEMI-GLOSS ENAMEL FREE OF BRUSH MARKS, UNLESS OTHERWISE NOTED. 8 THE CONTRACTOR SHALL REMOVE ALL ELECTRICAL SWITCH PLATES AND OUTLET PLATES, SURFACE HARDWARE, ETC., PRIOR TO PAINTING, PROTECTING AND REPLACING SAME WHEN PAINTING HAS BEEN COMPLETED. HE SHALL REMOVE ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED OR SPLATTERED ON SURFACES, INCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, DIFFUSERS, REGISTERS AND SLAB FITTINGS, ETC. 9 THE CONTRACTOR SHALL USE A LATEX BASE PAINT IN COLORS AND FINISHES SELECTED BY SHLEMMER+ALGAZE+ASSOCIATES. CONTRACTOR SHALL PROPERLY PREPARE ALL SURFACES TO RECEIVE ONE (1) PRIME COAT AND TWO (2) FINISH COATS OF PAINT IN COLOR SELECTED BY SHLEMMER+ALGAZE+ASSOCIATES. 11 THE CONTRACTOR SHALL EXAMINE ALL AREAS OF CONSTRUCTION AFTER COMPLETION OF WORK BY ALL TRADES (INCLUDING TELEPHONE INSTALLATION, FLOORING, ETC.) AND INDICATE ALL NECESSARY "TOUCH-UP" PAINTING AND/OR PATCHING. 12 IT IS THE INTENT OF THE DRAWINGS THAT ALL EXPOSED SURFACES RECEIVE FINISHES AS INDICATED ON THE DRAWINGS OR IN THE SPECIFICATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. ANY SURFACES WHICH DO NOT HAVE A SPECIFIC FINISH NOTED OR ARE NOTED TO REMAIN UNFINISHED SHALL BE BROUGHT TO THE ATTENTION OF SHLEMMER+ALGAZE+ASSOCIATES AND FINISHED PER SHLEMMER+ALGAZE+ASSOCIATES INSTRUCTION. 13 FINISH FRONT SIDE, BACK SIDE AND DOOR EDGES AT STRIKE SIDE AND HINGE SIDE. LEAVE TOP AND BOTTOM UNPAINTED TO PREVENT WARPING. 14 PAINT ALL METAL ACCESS DOORS AND ACCESS PANELS TO MATCH ADJACENT WALL OR CEILING FINISH. GRAPHICS ON DOOR OR PANEL (IF ANY) ARE TO BE REPAINTED/RE-APPLIED TO MATCH EXISTING, IF APPLICABLE. 15 CLOSET WALL SURFACES ARE TO BE PAINTED TO MATCH THE COLOR OF THE ADJACENT OUTSIDE WALL SURFACES. 16 ALL PAINT SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION FOR THE PARTICULAR SURFACE. 17 ALL SURFACES SHALL BE PROPERLY PREPARED WITH APPROPRIATE SEALER PRIOR TO INSTALLATION OF WALLCOVERINGS AND INSTALLED PER MANUFACTURER'S RECOMMENDATION. 18 CONTRACTOR TO REFINISH DOORS & FRAMES (REMOVE ALL SCRATCHES AND DINGS) WHEN THEY ARE BEING REUSED. 19 FACTORY PRIMED HOLLOW METAL DOORS AND FRAMES SHALL BE FINISHED WITH TWO COATS OF SEMI-GLOSS PAINT, UNLESS OTHERWISE NOTED. 20 ALL BASE TO BE PAINTED SHALL MATCH ADJACENT WALL U.O.N. SEE FLOOR FINISH PLANS FOR LOCATIONS AND FINISH SCHEDULE FOR SPECIFICATION. 09 00 00 FINISHES 09 22 16.13 - NON-STRUCTURAL METAL STUD FRAMING 1 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL PARTITIONS DESIGNATED ON SAA DRAWINGS. 2 THE GENERAL CONTRACTOR SHALL PROVIDE ALL WALL TYPE AND WALL RATING MARKINGS ON THE FINISH FLOOR OF ALL PARTITIONS FOR SAA REVIEW. 3 UNLESS OTHERWISE NOTED, ALL DIMENSIONS FOR PARTITIONS ARE FROM FINISH FACE OF NEW WALLS, AND/OR FINISH FACE OF EXISTING WALLS. ALL HEIGHTS ARE FROM THE TOP OF THE FINISHED FLOOR UNLESS OTHERWISE NOTED. 4 WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL HAVE A FLUSH AND SMOOTH TRANSITION WITH BASE BUILDING STRUCTURE UNLESS OTHERWISE NOTED. 1ST & 2ND FLOOR NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 GENERAL NOTES AND SPECIFICATIONS AND NARRATIVE OF OPERATION A-0.3 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 10 00 00 SPECIALITIES 10 44 16 - FIRE EXTINGUISHERS 1 A PORTABLE FIRE EXTINGUISHER WITH A MINIMUM 2A10BC RATING SHALL BE PROVIDED EVERY 75' OF TRAVEL DISTANCE FROM ANY POINT WITHIN THE AREA DEFINED AS SCOPE OF WORK PER THESE PLANS. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR. 12 00 00 FURNISHINGS 12 21 00 - WINDOW BLINDS 1 CONTRACTOR IS TO PROVIDE BUILDING STANDARD BLINDS AT ALL EXTERIOR WINDOWS. CONTRACTOR IS VERIFY THE CONDITION OF THE EXISTING BLINDS PRIOR TO PRICING. PROVIDE A PRICE TO CLEAN ALL BLINDS. CONTRACTOR IS TO SEAL ALL BLINDS TO PREVENT DUST FROM COLLECTING. IF BLINDS ARE IN NEED OF REPLACEMENT OR MISSING PROVIDE A COST FOR NEW IN THESE LOCATIONS. VERIFY CONDITION OF ALL BLINDS AT WINDOWS PRIOR TO PRICING. ANY NEW BLINDS SHALL MATCH EXISTING, VERIFY MANUFACTURER, STYLE, COLOR AND MOUNTING PRIOR TO PRICING. ANY NEW INTERIOR GLAZING IS TO BE PROVIDED WITH NEW BUILDING STANDARD BLINDS TO MATCH EXISTING. 2 REPAIR/REPLACE WINDOW COVERINGS WHERE NECESSARY, SEE SHEET A-5.0A, A-5.0B & A-5.1 FOR SPECIFICATION 21 00 00 FIRE SUPPRESSION 1 EXISTING FIRE SPRINKLER SYSTEM IS BUILDING STANDARD U.O.N. 2 REWORK FIRE SPRINKLER SYSTEM AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION AND TO COMPLY WITH CURRENT CODE. 3 AT ALL GYPSUM BOARD CEILING AREAS USE FULLY CONCEALED SPRINKLER HEADS, COLOR SHALL BE WHITE. 4 EXTEND/MODIFY FIRE/LIFE SAFETY SYSTEM AS REQUIRED. 5 IT IS INTENDED THAT FIRE SPRINKLER SYSTEM SHALL BE DESIGN/BUILD BY GENERAL CONTRATOR WITH DEFERRED APPROVAL. 6 FIRE SPRINKLER PLANS MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL BY APPROPRIATELY LICENSED CONTRACTOR FOR BUILDING PERMIT ISSUANCE, AND PRIOR TO INSTALLATION OR MODIFICATION OF EXISTING SYSTEM. 22 00 00 PLUMBING 1 FURNISH AND INSTALL ALL PLUMBING ROUGH-INS, FIXTURES AND ACCESSORIES SHOWN ON ALL CONSTRUCTION PLANS AND DETAIL DRAWINGS UNLESS OTHERWISE NOTED. 2 THE PLUMBING CONTRACTOR SHALL SUBMIT CUTS OF ALL NEW FIXTURES, FITTINGS AND ACCESSORIES TO SHLEMMER+ALGAZE+ASSOCIATES FOR REVIEW AND APPROVAL. 3 THE PLUMBING CONTRACTOR SHALL COORDINATE AND INSTALL HIS WORK IN ACCORDANCE WITH MANUFACTURERS PUBLISHED SPECIFICATIONS. 4 ALL EXISTING PLUMBING BEING ABANDONED SHALL BE CAPPED BEHIND EXISTING FINISHED SURFACES. EXISTING SURFACES SHALL BE PATCHED TO MATCH EXISTING SURROUNDING SURFACES IN MATERIAL AND FINISH. THE GENERAL CONTRACTOR SHALL ALSO INCLUDE IN HIS BID A COST FOR WORK FOR CEILING REMOVAL AND REINSTALLATION REQUIRED FOR PLUMBING WORK IN CEILING PLENUM OF FLOOR BELOW TO COMPLETE WORK ON FLOOR BEING RENOVATED. 5 THE PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. 6 FURNISH ALL VALVES AS INDICATED ON THE DRAWINGS OR AS MAY BE REQUIRED FOR THE PROPER CONTROL OF THE VARIOUS APPARATUS AND PIPELINES INSTALLED UNDER THIS SECTION SO THAT ANY FIXTURES PIPE OR APPARATUS MAY BE CUT OFF FOR REPAIR WITHOUT INTERFERENCE OR INTERRUPTION OF THE SERVICE TO THE REST OF THE BUILDING. 7 BEFORE BEING COVERED UP OR BUILT-IN ALL PIPING SHALL BE TESTED AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 8 TOILET FLUSH CONTROLS PROVIDED AND INSTALLED AS PART OF THE WORK SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS: NO MORE THAN 44" ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE NOT GREATER THAN 5 POUNDS. 9 OTHER FLUSH CONTROLS PROVIDED AND INSTALLED AS PART OF THE WORK SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL NOT BE GREATER THAN 5 POUNDS. 10 FAUCET CONTROLS OR OTHER PLUMBING FIXTURE OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 23 00 00 HVAC 1 THE HVAC ENGINEER WILL PROVIDE NECESSARY ENGINEERING DRAWINGS TO REWORK ALL EXISTING EQUIPMENT. 2 SUBMIT SHOP DRAWINGS INDICATING ALL NEW WORK AND ALL EXISTING EQUIPMENT TO REMAIN INCLUDING DIFFUSERS, THERMOSTATS AND ANY REQUIRED ACCESS PANELS, TO SHLEMMER+ALGAZE+ASSOCIATES. FOR REVIEW PRIOR TO PROCEEDING WITH FABRICATION AND/OR INSTALLATION OR RELOCATION. 3 THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD SUPERVISION OF ALL THEIR WORK DURING INSTALLATION AND SHALL INSPECT ALL SYSTEMS FOR PROPER OPERATIONS AT COMPLETION OF THE JOB. 4 INTERIOR SPACES SHALL BE MECHANICALLY VENTILATED IN ACCORDANCE WITH THE LOCAL BUILDING CODE. PLANS SHOWING MECHANICAL VENTILATION SYSTEM WILL BE FILED IN ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT. 5 ANY BUILDING SERVICE SHUT DOWNS REQUIRED FOR THIS WORK SHALL BE REQUIRED IN WRITING BY THE HVAC CONTRACTOR AT LEAST 72 HOURS IN ADVANCE OF THE SHUT DOWN. THE HVAC CONTRACTOR SHALL OBTAIN APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION PRIOR TO SHUT DOWN. ANY SHUT DOWN AFFECTING THE NORMAL HVAC SERVICE OF OTHER BUILDING OCCUPANTS SHALL BE DONE ON OVERTIME AND OFF HOURS. 6 BALANCING OF ENTIRE SYSTEM SHALL BE DONE BY AN INDEPENDENT AIR BALANCE COMPANY. SUBMIT REPORT TO SHLEMMER+ALGAZE+ASSOCIATES AND BUILDING OWNER. 7 ALL DUCT WORK SHALL BE INSULATED PER CODE REQUIREMENTS FOR THERMAL AND ACOUSTIC CONSIDERATIONS. 8 MECHANICAL VENTILATION IN TOILET ROOM SHALL PROVIDE ONE (1) COMPLETE AIR CHANGE EVERY FIFTEEN (15) MINUTES AND SHALL BE VENTED TO OUTSIDE AIR. 9 ALL NEW MATERIALS REQUIRED SHALL BE EQUAL TO OR BETTER IN QUALITY THAN THE EXISTING. 10 ALL NEW DIFFUSERS SHALL MATCH APPEARANCE OF EXISTING. 11 THE HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS SHALL ACCOMMODATE THE NEW OCCUPANCY. ALL ROOMS AND AREAS SHALL HAVE SUPPLY AND RETURN AIR. THERMOSTATS SHALL HAVE AUTOMATIC CHANGEOVER FEATURE, (NO MANUAL SWITCHING FROM HEATING TO COOLING CYCLES), WITH METAL, NON VISUAL TAMPER PROOF COVERS. 12 PRIOR TO INSTALLATION, HVAC ZONES AND T-STAT LOCATIONS SHALL BE APPROVED BY TENANT & COORDINATED WITH FURNITURE PLANS AND WALL FINISH LOCATIONS. 13 CONTRACTOR TO VERIFY WITH ARCHITECT IF LINEAR DIFFUSER IS REQUIRED WHERE CEILING SYSTEM IS GYP. BOARD. 14 REWORK ALL EXISTSING HVAC SYSTEM TO ACCOMMODATE NEW CONSTGRUCTION. 15 FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILING AS PER 2022 CBC SECTION 716. SMOKE DAMPERS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILING AS PER 2022 CBC SECTION 716. 16 THE GENERAL CONTRACTOR SHALL SUPPLY ALL RETURN AIR OPENINGS IN SLAB TO SLAB PARTITIONS ABOVE HUNG CEILINGS TO MATCH AREA CALCULATIONS REQUIREMENTS AS SHOWN ON ENGINEERING DRAWINGS. ALL OPENINGS IN DEMISING AND SOUND ATTENUATED WALLS TO HAVE SOUND BOOTS. 17 DESIGN/BUILD DOCUMENTS SHALL COORDINATE EXISTING DIFFUSER AND SPRINKLER HEAD LOCATIONS. CONTRACTOR TO RELOCATE DIFFUSERS AND/OR SPRINKLER HEADS AS REQUIRED BY BUILDING CODE. CONTRACTOR TO PROVIDE LOCATION LAYOUT TO SAA PRIOR TO INSTALLATION. 26 00 00 ELECTRICAL 1 THE CONTRACTOR SHALL COORDINATE ALL ELECTRICAL WORK WITH MANUFACTURERS SPECIFICATIONS. 2 THE WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC UTILITIES COMPANY, TELEPHONE COMPANY AND ALL OTHER AUTHORITIES HAVING JURISDICTION. 3 ALL NEW MATERIALS SPECIFIED SHALL COMPLY WITH THE STANDARDS OF THE UNDERWRITERS LABORATORIES, INC. IN EVERY CASE WHERE SUCH A PARTICULAR TYPE OF MATERIAL IS SPECIFIED, UNLESS OTHERWISE NOTED. 4 VERIFY LOCATION OF FLOOR MONUMENT CORES WITH SAA IN THE FIELD PRIOR TO THE START OF ANY CORING.REFER ALSO TO SECTION 01 73 29 - CUTTING AND PATCHING. (COORDINATE CORE LOCATION WITH MILLWORK AND FURNITURE LAYOUT). PROVIDE CONDUIT DISTRIBUTION FROM CORES TO WALL STUB-UPS. PROVIDE FIRE SAFING AND SMOKE SEALANT AT FLOOR PENETRATIONS AS REQUIRED. 5 PROVIDE FIRE CAULKING AND OR ACOUSTICAL CAULKING AT OUTLETS AT ACOUSTICAL AND FIRE RATED PARTITIONS. TYPICAL DIMENSION RANGE GIVEN AT ALL PRIVATE OFFICES IS A GENERAL GUIDELINE. OUTLETS ON EITHER SIDE OF THE WALL SHOULD SHIFT, 6" TO 12" IN OPPOSITE DIRECTIONS. 6 NO "BACK-TO-BACK" OUTLETS ARE PERMITTED WITHIN A WALL. OUTLETS MUST BE STAGGERED IN LOCATION AND INSTALLED IN SEPARATE STUD CAVITIES. 7 REFER TO DETAIL ON SHEET A-0.1 FOR TYPICAL INSTALLATION HEIGHT OF ALL WALL MOUNTED DEVICES, SWITCHES, OUTLETS, AND THERMOSTATS. LOCATE TOP OF THERMOSTATS, PULL BOXES, CONTROL DEVICES AND SWITCHES/DIMMERS AT A MAXIMUM OF 48" ABOVE FINISHED FLOOR TO TOP OF OUTLET BOX. WHERE SWITCHES/DIMMERS ARE GANGED TOGETHER, PROVIDE A SINGLE PIECE COVERPLATE 8 THE ELECTRICAL CONTRACTOR SHALL SUBMIT CUTDHEETS OF ALL FIXTURES AS DIRECTED. 9 THE ELECTRICAL CONTRACTOR SHALL COORDINATE ANY ELECTRICAL OR LIGHTING INSTALLATION INTO THE CABINET WORK WITH THE CABINET CONTRACTOR AS REQUIRED. 26 00 00 ELECTRICAL CONTINUED 10 THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY LIGHTING AND ELECTRICAL SERVICE FOR ALL TRADES AS REQUIRED. 11 ALL ELECTRICAL, TELEPHONE RECEPTACLES AND LIGHT FIXTURES SHALL BE LOCATED AS DIMENSIONED ON SAA PLANS. 12 ALL NEW OUTLETS ON COLUMNS WILL BE CENTERED ON FACE SHOWN, UNLESS OTHERWISE NOTED. 13 POWER AND TELEPHONE OUTLETS SHOWN ON PLANS ARE NOT INCLUSIVE OF ALL OUTLETS REQUIRED BY OWNER. CONTRACTOR SHALL VERIFY WITH OWNER ALL REQUIRED OUTLETS PRIOR TO COMPLETING WALL CONSTRUCTION. 14 THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL POWER WIRING. ALL ELECTRICAL WIRING SHALL BE PLACED IN CONDUIT. 15 UNLESS OTHERWISE NOTED, ALL OUTLETS SIDE BY SIDE SHALL BE 6" FROM CENTER OF PLATE WITH POSITIONING DIMENSIONS CENTERED BETWEEN. 16 ALL ELECTRICAL AND TELEPHONE WIRING CONDUIT SHALL BE CONCEALED IN PARTITIONS AND/OR CEILING. 17 THE ELECTRICAL AND/OR GENERAL CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING OF ALL CHASES IN FLOORS, WALLS, AND CEILINGS, AS REQUIRED. 18 PROVIDE NEW BLANK COVER PLATES FOR ABANDONED OUTLET LOCATIONS. 19 CONVENIENCE RECEPTACLES SHALL BE DUPLEX TYPE RATED 15 AMP, 125 V., GROUNDED TYP., UNLESS OTHERWISE NOTED. 20 THE ELECTRICAL CONTRACTOR WILL COORDINATE HIS WORK WITH THE AIR CONDITIONING ENGINEER AND CONTRACTOR PRIOR TO EXECUTING HIS WORK. 21 AS IT RELATES TO THIS SET OF DOCUMENTS A DEDICATED CIRCUIT (DC) SHALL BE A SINGLE CIRCUIT WITH MULTIPLE OUTLETS DEDICATED TO A SPECIFIC EQUIPMENT USAGE. 22 ELECTRICAL CONTRACTOR TO FIELD VERIFY THAT ALL CIRCUITS AT THE MAIN PANEL ARE ADEQUATE FOR NEW REQUIREMENTS, AND SHALL INSTALL NEW CONDUIT, CIRCUITS, AND PANELS IF REQUIRED. 23 ALL EXPOSED ELECTRICAL DEVICES, I.E. SWITCHES, STROBES, OUTLETS, WALL TELEPHONE MOUNTS, ETC. AND ALL COVERPLATES TO MATCH "BLDG. STD.". 24 GENERAL CONTRACTOR IS TO VERIFY THE POWER REQUIREMENT AND CIRCUITING OF ANY SPECIALTY EQUIPMENT DURING ROUGH IN ELECTRICAL TO INSURE THE PROPER VOLTAGE AND CIRCUIT CONFIGURATION. 25 GENERAL CONTRACTOR IS TO HAVE FURNITURE VENDOR APPROVE ALL POWER AND TELEPHONE FEEDS FOR WORKSTATIONS PRIOR TO INSTALLATION. G.C. IS TO HAVE FURNITURE VENDOR APPROVE ALL ELECTRICAL AND DATA IN PRIVATE OFFICES PRIOR TO INSTALLATION. 26 FURNITURE VENDOR FOR EITHER WORKSTATIONS OR CASEWORK SHALL FIELD VERIFY LAYOUT TO VERIFY CLEAR DIMENSIONS REQUIRED FOR FURNITURE PRIOR TO ORDERING FURNITURE. DO NOT SCALE THE DRAWINGS. 27 CONTRACTOR MUST COORDINATE ALL ELECTRICAL OUTLETS FOR FURNITURE WITH FURNITURE CONTRACTOR BEFORE PLACEMENT IN FIELD. 28 CONTRACTOR SHALL PROVIDE ELECTRICAL DRAWINGS STAMPED AND SIGNED BY LICENSED ENGINEER. PROVIDE COMPLETE WORKING DRAWINGS, CALCULATIONS AND DESCRIPTIVE DATA AS REQUIRED TO OBTAIN PERMITS FOR TENANT ELECTRICAL WORK. (DOES NOT ALWAYS APPLY) 29 LABEL ALL JUNCTION BOXES WITH CIRCUITS. LABEL PANEL WITH PREPRINTED TYPEWRITTEN PANEL SCHEDULE. 30 ALL CONDUIT SHALL BE EMT OR FLEX, NO BX OR PREWIRED CABLE ALLOWED. 31 ALL ELECTRICAL OUTLETS TO BE 120V. SINGLE PHASE AND MINIMUM 15 AMPS 3-WIRE GROUNDED WITH 1/2" CONDUIT. (UNLESS OTHERWISE NOTED) 32 PROVIDE SUPPORT FOR ALL CONDUITS ABOVE THE CEILING AS REQUIRED PER CODE. 33 ENSURE THAT ROOM SEPARATION OF LIGHTING IS MAINTAINED BY PROVIDING SWITCHING REQUIRED TO ACCOMPLISH THIS. 34 ELECTRICAL ENGINEER WILL BE RESPONSIBLE FOR EMERGENCY LIGHTING CALCULATIONS AND SPECS. 35 IF LIGHT FIXTURES ARE TO BE REUSED/RELOCATED, CONTRACTOR SHALL CLEAN & RE-LAMP TO MATCH. ALL LIGHTS AND FIXTURES OF THE SAME TYPE (NEW AND EXISTING) SHALL HAVE MATCHING LAMPS. 36 ALL SWITCHING AND LIGHTING LAYOUTS SHALL COMPLY WITH TITLE 24. 37 VERIFY QUANTITY OF LIGHT FIXTURES BETWEEN ARCHITECTURAL DRAWINGS AND ENGINEERING DRAWINGS. IF QUANTITY IS DIFFERENT NOTIFY ARCHITECT DURING BIDDING. 26 52 00 - SAFETY LIGHTING 1 GENERAL CONTRACTOR SHALL PROVIDE AN EMERGENCY EXIT AND EXIT LIGHTING SYSTEM AS REQUIRED BY GOVERNING JURISDICTIONS. 2 GENERAL CONTRACTOR TO PROVIDE EXIT SIGNS READILY VISIBLE TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. EXIT SIGNS SHALL BE PROPERLY ILLUMINATED. (2022 CBC 1013.5 AND 1013.6) ALL EXIT SIGN GRAPHICS, ILLUMINATION, AND POWER SOURCE MUST COMPLY WITH (2022 CBC 1013.5 AND 1013.6) 3 CONTRACTOR MUST COMPLY WITH (2022 CBC 1013.5 AND 1013.6) FOR THE EXIT SIGN GRAPHIC, ILLUMINATION, AND POWER SOURCE. 4 THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11-LUX) AT THE WALKING SURFACE LEVEL. (2022 CBC 1008.1, 1008.2) 5 EXIT ILLUMINATION SHALL COMPLY WITH 2022 CBC SECTION 1008 AND 1013. 6 EXIT SIGNS SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF 50 OR MORE. EXCEPTION: MAIN EXTERIOR EXIT DOORS WHICH OBVIOUSLY AND CLEARLY ARE IDENTIFIABLE AS EXITS NEED NOT BE SIGNED WHEN APPROVED BY THE BUILDING OFFICIAL. 7 WHEN NECESSARY, THE FINAL LOCATION AND QUANTITY OF EXIT SIGNS SHALL BE DETERMINED BY THE FIRE DEPARTMENT PRIOR TO CONSTRUCTION OF ANY WORK. 8 THE COLOR AND DESIGN OF LETTERING, ARROWS AND OTHER SYMBOLS ON EXIT SIGN SHALL BE IN HIGH CONTRAST WITH THEIR BACKGROUND (3/4" X 6" LETTERS MIN.) ACCESSIBILITY ACKNOWLEDGEMENT 1 ALL FIXTURES PROVIDED FOR DATA CABLING SHALL COMPLY WITH DATA CONSULTANT'S PERFORMANCE CRITERIA. (EG: CAT5, ECAT5, CAT6...) 2 ALL FIRE PREVENTION WIRING IS TO BE PLACED IN CONDUIT. 3 FIRE RATED TEFLON PLENUM CABLES SHALL BE USED FOR TELEPHONE AND ANY LOW-VOLTAGE CIRCUITS NOT IN CONDUIT. 4 PROVIDE TELEPHONE OUTLET BOXES (WHERE SHOWN ON "ELECTRICAL/ TELEPHONE PLAN") AND ALL NECESSARY CONDUIT RUNS TO TELEPHONE EQUIPMENT AS REQUIRED. 5 ALL TELEPHONE WIRING CONDUIT SHALL BE CONCEALED IN PARTITIONS AND/OR CEILING. 6 PROVIDE CONDUIT FROM SERVER ROOM TO CEILING FOR HORIZONTAL CABLE DISTRIBUTION. DATA VENDOR TO CONFIRM SIZE AND QUANTITY OF CONDUITS. 7 CONTRACTOR TO COORDINATE TELEPHONE/ DATA CONDUIT SIZE REQUIREMENTS WITH CLIENTS TELEPHONE/ DATA VENDOR. 8 CONTRACTOR TO PROVIDE CONDUIT AND NECESSARY CONNECTIONS BETWEEN TENANT'S TELEPHONE EQUIPMENT AND BUILDING MAIN TELEPHONE CLOSET. SIZE AS REQUIRED BY TENANT VENDOR. 28 46 00 FIRE DETECTION AND ALARM 1 SMOKE DETECTORS SHALL BE INSTALLED IN TENANT SPACE BY LICENSED ALARM SYSTEMS CONTRACTOR, WORK SHALL BE CONNECTED TO EXISTING BUILDING SYSTEM. 2 REWORK FIRE/LIFE SAFETY SYSTEM AS REQUIRED TO COMPLY WITH CURRENT CODE. 3 PROVIDE EMERGENCY NOTIFICATION SYSTEM FOR THE HEARING AND VISUAL IMPAIRED PER A.D.A. REQUIREMENTS AND 2022 CBC 11B-215. 1ST & 2ND FLOOR NARRATIVE OF OPERATION CONSTRUCTION SPECIFICATIONS EQUIPMENT SPECIFICATIONS 1. SEMI-RECESSED FIRE EXTINGUISHER CABINET, REFER TO SPECIFICATION BELOW: MANF.: POTTER-ROEMER NAME: 1700 SERIES MODEL: 1734-DVL-RR (3" ROLLED EDGES) (NON RATED) SIZE: 11-3/4" WIDE x 26-3/4" HIGH x 6" DEEP MODEL: FRC1734-DVL-RR (ROLLED EDGES) (RATED) SIZE: 11-3/4" WIDE x 26-3/4" HIGH x 6-7/8" DEEP PAINT EXTERIOR TO MATCH ADJACENT WALL. FIN.: INTERIOR OF CABINET IS TO REMAIN STANDARD WHITE FINISH. MT. HT.. TOP OF CABINET AT 50 1/2" A.F.F.. . NOTE 1: USE SEMI-RECESSED STYLE WALL MOUNT. NOTE 2: AT FIRE RATED CONDITION A MINIMUM OF 3-5/8" STUDS MUST BE USED. NOTE 3: PROVIDE CABINET LETTERS 1961. NOTE 4: REFER TO DETAIL 13/A-30.0. NOTE 5: PROVIDE WITH EXTINGUISHER 3006, 3010, 3306, 3310 AND 3405. 2. SINGLE COMPARTMENT SINK, REFER TO SPECIFICATION BELOW: MANF.: JUST NAME: ADA COMPLIANT UNDERMOUNT MODEL: US-ADA-1830-A -18GA. (DRAIN LOCATION CENTER REAR) SIZE: 16" LONG X 28" WIDE X 5" DEEP - VERIFY ADA CLEARANCES BEFORE ORDERING FIN.: 18 GA. TYPE 304 18-8 STAINLESS STEEL. UNDERSIDE IS FULLY UNDERCOATED. NOTE #1: ONE (1) FAUCET HOLES FURNISHED, U.O.N., NOTE #2: LEVER FAUCET TO BE: MANF..: KOHLER FAUCETS MODEL: CRUE K-22974 DESCRIPTION: TOUCH LESS PULL-DOWN SINGLE-HANDLE KITCHEN FAUCET SIZE: 17-3/16" HIGH, 4-3/16" WIDE, 8-9/16" DEEP FINISH: POLISHED CHROME (CP) AT COFFEE STATIONS. MATTE BLACK (BL) AT BREAK ROOM #1092B. POWER: 120 V AC REQUIRED, PROVIDE DUPLEX POWER. 3. BOTTLE FILLER, REFER TO SPECIFICATION BELOW: MANF.: MURDOCK NAME: REFRIGERATED SURFACE MOUNT SENSOR OPERATED BOTTLE FILLER MODEL: BF168 SERIES SIZE: 53" HIGH X 23-3/4" WIDE X 19" OVERALL DEPTH NOTE:PROVIDE POWER AND WATER LINE PER SPECIFICATIONS. 4. DOUBLE COMPARTMENT SINK, REFER TO SPECIFICATION BELOW: MANF..: ELKAY NAME:DOUBLE BOWL LUSTERTONE UNDERMOUNT ADA SINK WITH PERFECT DRAIN MODEL:ELUHAD311850PD (DRAIN LOCATION AT REAR) SIZE:30-3/4" LONG X 18-1/2" WIDE X 4-7/8" DEEP FIN.: STAINLESS STEEL NOTE #1: THREE (3) FAUCET HOLES FURNISHED, U.O.N., NOTE #2:LEVER FAUCET TO BE: MANF..:KOHLER FAUCETS MODEL:CRUE K-22974 DESCRIPTION:TOUCH LESS PULL-DOWN SINGLE-HANDLE KITCHEN FAUCET SIZE:17-3/16" HIGH, 4-3/16" WIDE, 8-9/16" DEEP FINISH:POLISHED CHROME (CP) POWER:120 V AC REQUIRED, PROVIDE DUPLEX POWER. B 1. GARBAGE DISPOSAL, REFER TO SPECIFICATION BELOW: MANF.: INSINKERATOR MODEL: BADGER - CONTINUOUS FEED HP: 3/4 POWER: 120 VOLTS, 60 HERTZ, 9.5 AMP NOTE #1: SWITCH AT WALL. NOTE #2: POWER CONNECTION: LINE CORD. 2. UNDER COUNTER INSTANTANEOUS WATER HEATER, REFER TO SPECIFICATION BELOW: MANF.: CHRONOMITE MODEL: M-30L OR EQUAL POWER: 30amps, 277volts, 4160watts NOTE #1: 57‹ F TEMP. RISE, 1.0 GPM FLOW RATE. NOTE #2: MOUNT SO THAT IT IS NOT VISIBLE. NOTE #3: CONTRACTOR TO VERIFY AVAILABLE VOLTAGE FOR USE. 3. BOTTOM FREEZER REFRIGERATOR, REFER TO SPECIFICATION BELOW: MANF.: FRIGEDAIRE MODEL: FRBG1224AV DESCRIPTION: FRIGIDAIRE 11.5 CU. FT. BOTTOM FREEZER REFRIGERATOR POWER: STANDARD 120 VOLT DUPLEX, 60HZ., 15A SIZE: 72-13/16"H X 23-5/8"W X 27-3/16"D NOTE #1: PROVIDE WATERLINE FOR BUILT IN ICE MAKER NOTE #2: GLASS SHELVES 4. UNDER COUNTER ADA REFRIGERATOR, REFER TO SPECIFICATION BELOW: MANF.: PERLICK MODEL: 24" ADA COMPLIANT SERIES HB24RS FINISH: STAINLESS STEEL POWER: 120 VAC/60 HZ/1 PH SIZE: 32-1/8" HIGH x 24" WIDE x 24" DEEP NOTE: 24" FULL LENGTH STAINLESS STEEL VERTICAL PULL LOCATION: MOTHER'S ROOM 5.TOP LOAD WASHER AND ELECTRIC DRYER, REFER TO SPECIFICATION BELOW: MANF.:SPEED QUEEN MODEL:26 INCH TOP LOAD WASHER TR3003WN 27 INCH ELECTRIC DRYER DR300WE POWER: WASHER : 120 V, 15A, 60 HZ DRYER : 240 V, 30A, SIZE: WASHER: 42-3/4" H X 28" D X 25-5/8" W DRYER: 42-3/4" H X 28" D X 26-7/8" W NOTE:PROVIDE FLEXIBLE METAL VENT KIT. 6. MICROWAVE OVEN, REFER TO SPECIFICATION BELOW: MANF.: GENERAL ELECTRIC PROFILE SERIES MODEL: PEM31SFSS OR EQUAL DESCRIPTION: 1.1 CU. FT. COUNTERTOP MICROWAVE OVEN SIZE: 24" WIDE, 12-1/8" HIGH, 12-7/8" DEEP COLOR: STAINLESS STEEL POWER: 120 VOLTS, 60HZ, 8.6 AMPS NOTE: REFER TO ELEVATIONS FOR ELECTRICAL MOUNTING HEIGHTS. 7. SINGLE DOOR ALL REFRIGERATOR MANF: FRIGIDAIRE MODEL: FPRU19F8WF DESCRIPTION: FRIGIDAIRE PROFESSIONAL 19 CU. FT. SINGLE-DOOR REFRIGERATOR POWER: STANDARD 120 VOLT DUPLEX, 15 AMP SIZE: 72-1/2" H X 27" D X 32-7/8" W FINISH: STAINLESS STEEL NOTE: REFER TO ELEVATIONS FOR HINGE 8. SINGLE DOOR ALL FREEZER, REFER TO SPECIFICATION BELOW: MANF: FRIGIDAIRE MODEL: FPFU19FWF DESCRIPTION : FRIGIDAIRE PROFESSIONAL 19 CU. FT. SINGLE-DOOR FREEZER POWER: STANDARD 120 VOLT DUPLEX, 15 AMP SIZE: 72-1/2" H X 27" D X 32-7/8" W FINISH: STAINLESS STEEL NOTE: PROVIDE WATER LINE FOR BUILT-IN ICE MAKER NOTE: REFER TO ELEVATIONS FOR HINGE OMIT OMIT OMIT OMIT OMIT OMIT 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 8 - 19 - END OF STALL (CURB, STRIPING, ETC.) NO PARKING 12 -ALIGN 18 ' - 0 " M I N . AC C E S S I B L E S T A L L 5'-0" MIN. STD., LOCATED ON EITHER SIDE OF ACCESSIBLE STALL (OR 8'-0" MIN. VAN ACCESSIBLE, LOCATED ON THE PASSENGER SIDE) ℄REF. PLAN MIN. WIDTH PER MUNICIPAL CODE RE F . P L A N MI N . L E N G T H P E R MU N I C I P A L C O D E CONCRETE WHEEL STOP AS NEEDED TO PREVENT ENCROACHMENT OF CARS INTO THE ACCESSIBLE PATH OF TRAVEL 16 - ACCESS AISLE MARKED WITH A 4" WIDE BORDERLINE PAINTED BLUE, AND INTERIOR MARKED WITH 4" WIDE HATCH LINES 36" O.C. MAX. PAINTED A COLOR CONTRASTING THAT OF THE AISLE SURFACE (PREFERABLY BLUE OR WHITE) CBC 2022 SEC. 11B-502.3.3. 36"O.C.MAX . THE WORDS "NO PARKING" WITHIN THE ACCESS AISLE IN 12" HIGH MIN. LETTERING.℄ 24 " EQ.℄EQ. ℄℄9'-0" MIN. ACCESSIBLE STALL ADDITIONAL NOTES: 1. THE SURFACE OF ALL ACCESSIBLE PARKING STALLS & ACCESS AISLES MUST BE STABLE, FIRM, AND SLIP-RESISTANT WITH NO MORE THAN 2.0% MAX SLOPE IN ANY DIRECTION. 2. EACH ACCESS AISLE MUST CONNECT TO AN ACCESSIBLE ROUTE OF TRAVEL AND ACCESSIBLE PARKING MUST BE ARRANGED SO THAT PERSONS USING THEM ARE NOT REQUIRED TO TRAVEL BEHIND PARKED VEHICLES OTHER THAN THEIR OWN. 1'-0" 60 " A . F . F . M I N . M E A S U R E D T O TH E B O T T O M O F T H E S I G N ( S ) (8 0 " A . F . F . M I N . I F L O C A T E D WI T H I N A C I R C U L A T I O N P A T H ) . EQ U A L F O R A L L S T A L L S I G N S 2' - 0 " 1'-0" 4" 2' - 6 " 1' - 8 " 2" X 3" X 3/16" GALV. STEEL TUBE AND PAINTED, CAP TUBE END. 12" X 24 REFLECTORIZED SIGN. WHEEL CHAIR SHALL BE WHITE ON BLUE BACKGROUND WITH "MINIMUM FINE $250" 1' - 5 " 7" COLOR: BORDER & LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - BLUE (RETROREFLECTIVE) FED-STD 595 COLOR FS 15090 20 - NOTE: PROVIDE THE WORDS "VAN ACCESSIBLE" BELOW THE ISA WHERE OCCURS. ALTERNATIVELY AN ADDITIONAL VAN ACCESSIBLE SIGN MAY BE ADDED BELOW. CONCRETE FOOTING FINSH GRADE / PAVEMENT 1'-0"1'-0" 1 1 / 4 " 8" 1/ 2 " 3" 3/ 4 " 3" 1/ 2 " 2"3/ 4 " 2" 1 1 / 4 " 1/ 2 " 1/ 2 " 2' - 0 " 1" 8" 1/ 2 " 3" 1" 3" 1 1 / 2 " 2" 1" 2" 2" 2" 1' - 6 " 9" R99B (CA) R99C (CA) R99 (CA) COLOR: BORDER & LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - BLUE (RETROREFLECTIVE) FED-STD 595 COLOR FS 15090 OR 6" R7-8B (CA) 60" A.F.F. MIN. MEASURED TO THE BOTTOM OF THE SIGN(S) (80" A.F.F. MIN. IF LOCATED WITHIN A CIRCULATION PATH). EQUAL FOR ALL STALL SIGNS NOTE: PROVIDE THE WORDS "VAN ACCESSIBLE" BELOW THE ISA WHERE OCCURS. ALTERNATIVELY AN ADDITIONAL VAN ACCESSIBLE SIGN MAY BE ADDED BELOW. 70 SQUARE INCHES MINIMUM 6" 8" 1' - 0 " 24" OR AS OTHERWISE REQUIRED TO PREVENT ENCROACHMENT OF VEHICLES INTO THE REQUIRED PATH OF TRAVEL (OR AS OTHERWISE PRESCRIBED BY THE AUTHORITY HAVING JURISDICTION) PARKING STALL PRE-CAST CONC. WHEEL STOP CONCRETE OR A.C. PAVING NO. 4 REBAR NOTE: USE 6'-0" LONG WHEEL STOP AT DOUBLE STALL CONDITIONS CENTERED ON STRIPING USE 4'-0" LONG WHEEL STOP AT SINGLE STALL CONDITIONS 1'-0" FROM CENTERLINE OF STRIPING ACCESSIBLE PARKING STALL EMBLEM MIN. 36"X36" BORDER PAINTED WHITE, INTERNATIONAL SYMBOL OF ACCESSIBILITY PAINTED WHITE, BACKGROUND PAINTED BLUE PER CBC 2022 SEC. 11B-703.7.2.1. 36" 36 " 3" 3" 3" 14" 2" 3"5 5/8" 5" 5" 2" 3" 7" 12 1/2"2" 2" 2" R8 1 / 4 " 73º 2" THE WORDS "NO PARKING" SHALL BE PROVIDED WITHIN THE ACCESS AISLE PAINTED IN WHITE LETTERS NO LESS THAN 12 INCHES HIGH AND LOCATED TO BE VISIBLE FROM THE ADJACENT VEHICULAR WAY. CBC 2022 SEC. 11B-502.3.3. 1' - 0 " 4" 1' - 0 " 1 1/2" 2" NOTE: ALL SIGNAGE SHALL COMPLY WITH 2022 CBC 11B-703. 12" 60 " 6" 24 " ALTERNATE @ GLASS DOORS @ SOLID DOORS (a) TYPICAL PLAN (b) TYPICAL SECTION A-A TITLE 24 ACCESSIBILITY COMPLIANT TRUNCATED DOME/DETECTABLE WARNING SYSTEM. TACTILE PANELS TO BE: DURABLE FOR MEDIUM TRAFFIC AND HIGH IMPACT RESISTANCE, TO BE FEDERAL APPROVED COLOR STANDARD YELLOW, SLIP RESISTANCE, AND DESIGNED FOR VISUALLY IMPAIRED TO FEEL THE RAISED TRUNCATED DOMES WITH THEIR FEET IN COMBINATION WITH THE TAPPING CANE. TACTILE PANELS TO BE SURFACE-APPLIED TO EXISTING PARKING SURFACE AND CURB RAMP. CAULK ALL AROUND ENTIRE INSTALLATION OF BEVELED TACTILE PANEL EDGES. GENERAL CONTRACTOR TO ENSURE THE CHANGE IN LEVEL OF TACTILE PANEL EDGES TO EXISTING SURFACE DO NOT EXCEED 1/4" HEIGHT MAX. OR 1/2” HEIGHT MAX. WITH BEVEL. A A TRUNCATED DOMES/ DETECTABLE WARNING SYSTEM Ø0.45-0.47" Ø0.9-0.92" 48" M I N . TOP L A N D I N G (a) PERPENDICULAR CURB RAMP (b) PARALLEL CURB RAMP 2.0% M A X 2.0% M A X . 2.0% M A X 8.3% M A X . 10.0 % M A X 10.0% M A X 2.0% M A X . 5.0% M A X . 5.0% M A X . SLOP E O F A D J O I N I N G GUTT E R O R R O A D W A Y 2.0% M A X 2.0% M A X . 8.3% M A X 48" M I N . TURN I N G S P A C E 48" M I N . TURN I N G S P A C E TOP L A N D I N G A T L E A S T A S WIDE A S R A M P W I D T H NOTES: 1. CURB RAMPS MAY BE PERPENDICULAR, PARALLEL, OR A COMBINATION OF PERPENDICULAR AND PARALLEL. 2. CURB RAMPS (AND FLARED SIDES) MAY NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR PARKING ACCESS AISLES. CURB RAMPS MARKED AT CROSSINGS MUST BE WHOLLY CONTAINED WITHIN MARKINGS (EXCLUDING FLARED SIDES). 3. CURB RAMPS MUST BE 48" MINIMUM WIDE EXCLUDING ANY FLARED SIDES. 4. GRADE BREAKS AT THE TOP AND BOTTOM OF CURB RAMPS MUST BE PERPENDICULAR TO THE RAMP AND FLUSH. SUCH GRADE BREAKS ARE PROHIBITED ON THE RAMP SURFACE. 5. DETECTABLE WARNINGS MUST EXTEND THE FULL WIDTH OF THE CURB RAMP (FOR PERPENDICULAR CURB RAMPS) OR TURNING SPACE (FOR PARALLEL CURB RAMPS) TO WITHIN 2" ON EITHER SIDE. 6. FOR PARALLEL CURB RAMPS, A MINIMUM OF 36" OF THE REQUIRED TURNING SPACE MUST BE PROVIDED BEYOND AND FREE OF ANY DETECTABLE WARNINGS EXCEPT AS FOLLOWS: ·IF TECHNICALLY INFEASIBLE TO PROVIDE A 72" WIDE TURNING SPACE THE DEPTH OF DETECTABLE WARNINGS MAY BE REDUCED TO 24" MIN. ·EXISTING PARALLEL CURB RAMPS PERMITTED OR INSTALLED PRIOR TO JULY 1, 2021 AND CONFORMING TO THE APPLICABLE CODE AT THE TIME OF INSTALLATION ARE EXEMPT FROM THIS REQUIREMENT. GUTT E R 48" M I N . W I D T H 36" M I N . DETECTABLE WARNING TO EXTEND THE FULL WIDTH OF THE CURB RAMP UP TO WITHIN 2" MAX ON EITHER SIDE 48" M I N . W I D T H TOP L A N D I N G A T L E A S T A S WIDE A S R A M P W I D T H 48" M I N . TOP L A N D I N G GUTT E R DETECTABLE WARNING TO EXTEND THE FULL WIDTH OF THE CURB RAMP UP TO WITHIN 2" MAX ON EITHER SIDE 6" M I N . T O 8 " M A X . 18 - 18 - 2.0% M A X . 2.0% M A X 6" M I N . T O 8 " M A X . 36" M I N . CURB W I D T H 24" MIN. IN CASE OF TECHNICAL INFEASIBILITY EXISTING CONFORMING CURB RAMPS EXEMPT X X X X X X X GF I FE SITE ACCESSIBILITY & PATH OF TRAVEL AS NOTED LEGEND SITE PLAN AND PATH OF TRAVEL 1SCALE: SPECIFY N ACCESSIBLE COMMON PATH OF TRAVEL 18SCALE NTSDETECTABLE WARNINGS KEYNOTES 1 EXISTING SITE ENTRANCE SIGNAGE TO REMAIN. 2 3 NEW ACCESSIBLE PARKING SPACE EMBLEM. SEE DETAIL 12/-. SEE ENLARGED PLANS FOR MORE INFORMATION. FOR REFERENCE ONLY PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 17SCALE 1/8" = 1'-0"TYPICAL PARKING STALLS 13SCALE N.T.S.ACCESSIBLE ENTRY SIGNAGE 15SCALE NTSCURB RAMPS19SCALE 3/4" = 1'-0"POST-MOUNTED ACCESSIBLE PARKING SIGN 20SCALE 1-1/2" = 1'-0"ACCESSIBLE PARKING SIGNS 16SCALE 1-1/2" = 1'-0"CONCRETE WHEEL STOP 12SCALE A-0.41'-0 = 1'-0"PARKING SPACE EMBLEM 8 NEW ACCESSIBLE BUILDING ENTRANCE SIGNAGE. SEE DETAIL 13/-. SCALE 1 = 1'-0"'NO PARKING' PAVEMENT MARKING 4 NEW ACCESSIBLE PARKING STALLS WITH ACCESS AISLE. SEE DETAIL 17/-. SEE ENLARGED PLANS FOR MORE INFORMATION. EA S T S T A N D R E W S P L A C E SOUTH LYON STREET EAST PARKING LOT WEST PARKING LOT NEW ACCESSIBLE PATH OF TRAVEL WITH A 5% MAX. SLOPE IN THE DIRECTION OF TRAVEL, AND A 2% MAX. CROSS SLOPE. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 5 NEW ACCESSIBLE RAMP WITH A 8.33% MAX. SLOPE IN THE DIRECTION OF TRAVEL, AND A 2% MAX. CROSS SLOPE. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 6 1 1 2 TYP. 2 TYP. 2 2 2 TYP. 3 TYP. 3 2 3 TYP. 2 3 3 3 3 4 4 4 4 4 5 5 5 5 5 6 6 6 6 6 ALL ACCESSIBILITY RELATED WORK TO BE COMPLETED UNDER A SEPARATE PERMIT #101120028 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A K +85" +63" GFI +44" +63" GFI +44" GFI K PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 1ST FLOOR A-0.5A EXISTING/DEMP OVERALL FIRST FLOOR PLAN AS NOTED EXISTING/DEMOLITION OF OVERALL FIRST FLOOR PLAN SCALE: 1/16"=1'-0" 1 N EXISTING SINGLE TENANT SPACE TI SCOPE AREA EXISTING SINGLE TENANT SPACE TI SCOPE AREA EXISTING SINGLE TENANT SPACE TI SCOPE AREA EXISTING SINGLE TENANT SPACE NOT IN SCOPE EXISTING SINGLE TENANT SPACE NOT IN SCOPE NOTE: NO EXISTING UNITS AS THIS BUILDING WAS A SINGLE OCCUPIED BUILDING. NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 X X XX X 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A FE N N N N N N N N NNN N N N N N N N N N N N N N N N N N N N N N N NNNNN N N N N X K +85" +63" GFI +44" +63" GFI +44" GFI K N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC N +8'-5" N 30'-0" 1 7 4 ' - 0 " T O E X I T 2 92'-0" TO EXIT 4 55'-0" 82'-5" TO EXIT 4 103'-5" TO EXIT 1 66'-0" 106'-6" TO EXIT 3 34 ' - 6 " 107'-3" TO EXIT 1 149'-2" TO EXIT 1 180'-4" TO EXIT 6 46'-4" 12 3 ' - 0 " T O E X I T 6 13 5 ' - 8 " T O E X I T 5 2 6 ' - 0 " 121'-5" TO EXIT 5 21 1 ' - 1 " T O E X I T 1 44'-11" 74'-6" 1 5 9 ' - 6 " T O E X I T B 246'-6" TO EXIT A 141'-10" TO EXIT B 16 9 ' - 2 " T O E X I T A 19'-2" 124'-2" TO EXIT 2 64'-2" TO EXIT B PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT NOTE: ALL SIGNAGE SHALL COMPLY WITH 2022 CBC 11B-703. REFER TO SHEET A-0.6 FOR ADDITIONAL INFORMATION SYMBOL OF ACCESSIBILITY SIGNAGE 5SCALE: NTS 12" 60 " 1ST FLOOR A-0.5B OVERALL FIRST FLOOR EXIT ROUTES AND TACTILE SIGNAGE AS NOTED COMMON PATH OF EGRESS DISTANCE / MAXIMUM TRAVEL DISTANCE / TACTILE EXIT SIGN LOCATIONS SCALE: 1/16"=1'-0" 1 N EXIT 5 EXIT 7 EXIT 1 EXIT 4 EXIT 3 EXIT 8 EXIT ANALYSIS USE SQUARE FOOTAGE LOAD FACTOR OCCUPANTS LOAD LOBBY - NIC #100 858 VOC TRAINING ROOM #102 443 COMPUTER LAB #103 504 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 01 #104 1,289 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 02 #106 1,393 VOCATIONAL TRAINING KITCHEN - A #107 N.I.C.187 VOCATIONAL TRAINING KITCHEN - B #108 N.I.C.236 VOCATIONAL TRAINING KITCHEN - STORAGE #109 N.I.C.139 EXISTING WALK-IN REF #110 N.I.C. EXISTING WALK-IN FREEZER #111 N.I.C. 110 46 YRC DJCO OFFICE #113 703 YRC CLASSROOM 04 #114 758 YRC CLASSROOM 03 #115 743 YRC CLASSROOM 02 #116 759 YRC CLASSROOM 01 #117 757 PRIVATE OFFICES # 118, 119, 120, 121, 122, 123, 124, 125, 126, 127, 128, 129, 134, 135, 136, 137, 138 & 154 2,414 COPY/PRINT AND STORAGE #130 344 YRC MEN'S & WOMEN'S RESTROOMS - NIC#131 &132 445 USE SQUARE FOOTAGE LOAD FACTOR OCCUPANTS LOAD YRC CONFERENCE ROOM 01 #139 248 (3) JANITOR - NIC #142 31 BLDG TELE. ROOM - NIC #143 39 YRC WOMEN'S RESTROOM - NIC #144 163 172YRC MEN'S RESTROOM - NIC #145 YRC MEN'S LOCKER #146 366 (N) MEN'S RESTROOM #147 68 YRC WOMEN'S LOCKER #148 346 (E) RESTROOM #149 63 YRC RECEPTION #152 208 (3) YRC ENTRY #153 500 (3) YRC CONFERENCE ROOM 02 #156 664 (3) YRC WAITING #155 401 (3) GROUP OFFICE #157 236 YRC SENSORY OFFICE #158 162 (3) YRC STAFF BREAK ROOM #159 655 (3) DCT READY OFFICE #160 127 TVS MAT TRAINING ROOM 01 #161 2,330 TVS MAT STORAGE #162 457 DCT INSTRUCTOR OFFICE #163 128 USE SQUARE FOOTAGE LOAD FACTOR OCCUPANTS LOAD CHANGING ROOM #164 20 CHANGING ROOM #165 CHANGING ROOM #166 CHANGING ROOM #167 20 20 19 CHANGING ROOM #168 20 CHANGING ROOM #169 20 CHANGING ROOM #170 20 CHANGING ROOM #171 20 CHANGING ROOM #172 20 CHANGING ROOM #173 20 TVS ACADEMY OFFICE #174 224 (3) ACCESSIBLE CHANGING ROOM #175 159 TVS BREAK ROOM #176 781(3) TVS LIBRARY #177 438 (3) TVS FITNESS/SHOWER/LOCKER #178 1,090 MEN'S SHOWER & RESTROOM #179 378 WOMEN'S SHOWER & RESTROOM #180 379 CLASSROOM 05 #182 1,024 CLASSROOM 04 #183 1,025 ACADEMY STORAGE #184 348 USE SQUARE FOOTAGE LOAD FACTOR OCCUPANTS LOAD CLASSROOM 03 #185 1,167 CLASSROOM 02 #186 1,166 TVS DISPLAY #187 374 WOMEN'S RESTROOM #188 293 MEN'S RESTROOM #189 350 TVS RECEPTION #190 362 (3) TVS CLASSROOM 01 #192 997 COMPUTER LAB #194 236 RANGE OFFICE #195 186 TVS RANGE SIM TRAINING ROOM 03 #196 1,217 TVS SCENARIO TRAINING ROOM 02 #198 3,480 RANGE OFFICE/OPEN WORK/STORAGE #202 861 YRC WAREHOUSE #203 1,988 YRC CLASSROOM #204 649 WASHER/ DRYER #205 112 MDF #207 280 OCCUPANT CALCULATION MAXIMUM TOTAL # OF OCCUPANTS TOTAL OCCUPANT SQUARE FOOTAGE # OF EXITS REQUIRED FOR TABLE 1006.3.3 # OF EXITS FOR SUITE 863 EXIT CALCULATIONS BASED ON SPRINKLERED BUILDING REQUIRED EXIT WIDTH (INCHES) DOOR # 1, 2, 3, & 9 = 72" DOOR #5 = 60" DOOR # 4, 6, 7, & 8 = 36" 0.2 X 853 = 170.6" REQUIRED 159.8" / 9 EXITS = 18.95" (MIN PER CBC 1010.1.1 = 32") 50,831 3 9 50 (1)9 50 (1)10 26 28 200 200 1 300 1 300 1 300 1 150 5 15 15 15 15 150 16 300 2 -- 15 17 300 1 300 1 -- -- 50 8 -- 50 7 -- 15 14 15 34 15 44 15 27 15 16 15 11 15 44 150 1 47 300 2 150 1 50 1 50 1 50 1 50 1 50 1 50 1 50 1 50 1 50 1 50 1 15 15 50 3 15 52 15 29 50 22 -- -- 50 (1)20 21 300 1 24 50 24 50 8 -- -- 15 24 20 5 150 2 25 70 (4) 300 3 300 7 13 300 1 300 1 150 6 1 TVS ADMIN OFFICE #191 538 150 4 MOTHER'S ROOM #206 81 150 1 USE SQUARE FOOTAGE LOAD FACTOR OCCUPANTS LOAD STORAGE #185A 103 300 1 STORAGE #186A 103 300 1 DROP IN OFFICE #199 135 150 1 DROP IN OFFICE #200 131 150 1 RATED VESTIBULE #151A 119 -- GUN LOCKERS #202A 134 50 3 ELECT. ROOM #207A 75 300 1 EXIT 9 SUITE 100 - UNOCCUPIED (N.I.C.) OCCUPANCY: B-OFFICE OCCUPANT LOAD: 22,617 SQ. FT./150 =151 EXITS REQUIRED (CBC 1006.3.3) = 2 PROVIDED EXITS = 3 EXIT WIDTH REQUIRED = 151 X 0.2" = 30.2" / 3 EXITS = 10.06" (MIN. DOOR WIDTH 32") SUITE 150 - COUNTY OF ORANGE YOUTH REPORT CENTER REFER TO A-0.5C FOR ENLARGED EXIT ANALYSIS SUITE 100 - NIC SUITE 100 - NIC SUITE 150 - COUNTY OF ORANGE YOUTH REPORT CENTER REFER TO A-0.5C & A-0.5D FOR ENLARGED EXIT ANALYSIS SUITE 150 - COUNTY OF ORANGE YOUTH REPORT CENTER REFER TO A-0.5C & A-0.5D FOR ENLARGED EXIT ANALYSIS SUITE 125 - COUNTY OF ORANGE TRAINING AND VOLUNTEER SERVICES REFER TO A-0.5C & A-0.5D FOR ENLARGED EXIT ANALYSIS COMMON AREA BUILDING LOBBY (N.I.C) 1-HOUR FIRE RATED TUNNEL LOBBY LEGEND AREA NOT IN CONTRACT (N.I.C.). EXISTING CONSTRUCTION TO REMAIN. NEW CONSTRUCTION, TYPICAL PARTITION UNLESS OTHERWISE NOTED. COMMON PATH OF EGRESS < 100 FEET (1006.2.1 CBC) MAXIMUM PATH OF TRAVEL < 300 FEET (1017.2 CBC) ACCESSIBLE PATH OF TRAVEL CEILING MOUNTED EXIT SIGN. DARK QUADRANT INDICATES FACE. ARROW(S) INDICATE DIRECTION. BUILDING STANDARD, FULLY RECESSED FIRE EXTINGUISHER CABINET.FEC BUILDING STANDARD, SEMI - RECESSED FIRE EXTINGUISHER CABINET.SFEC EXIT 2 EXIT 6 SUITE 125 - COUNTY OF ORANGE TRAINING AND VOLUNTEER SERVICES REFER TO A-0.5C & A-0.5D FOR ENLARGED EXIT ANALYSIS ±468'- 1 " MAX. D I A G O N A L - O R A N G E C O U N T Y S U I T E 304'-8 " DISTAN C E B E T W E E N E X I T S O R A N G E C O U N T E R S U I T E > 1 / 3 D I A G O N A L ( S P R I N K L E R E D B L D G . ) ±11 4 ' - 3 " DIS T A N C E B E T W E E N E X I T S N . I . C . > 1 / 3 D I A G O N A L ( S P R I N K L E R E D B L D G . ) ±2 1 0 ' - 5 " MA X . D I A G O N A L - N . I . C . 50 (1) 50 (1) 50 (1) 50 (1) 50 (1) 50 (1) 50 (2) 50 (1) 50 (1) 50 (1) 50 (1) 50 (2) 50 (2) 50 (1) OCCUPANCY NOTES (1) ROOMS INTENDED USE IS FOR A VOCATIONAL TRAINING PROGRAM LEAD BY THE ORANGE COUNTY PROBATION DEPARTMENT; PER CBC 304.1, B-OCCUPANCY FOR A "TRAINING AND SKILL DEVELOPMENT NOT IN A SCHOOL OR ACADEMIC PROGRAM." OCCUPANCY LOAD FACTOR FOR A VOCATIONAL ROOM PER CBC TABLE 1004.5 (2) ROOMS INTENDED USE IS FOR PHYSICAL TRAINING OF ORANGE COUNTY PROBATION DEPARTMENT STAFF; PER CBC 304.1, B-OCCUPANCY FOR A "TRAINING AND SKILL DEVELOPMENT... [INCLUDING] MARTIAL ARTS STUDIOS, GYMNASTICS AND SIMILAR USES REGARDLESS OF THE AGES SERVED." OCCUPANCY LOAD FACTOR FOR A EXERCISE ROOM PER CBC TABLE 1004.5. OCCUPANCY NOTES (CONT.) (3) PER CBC 303.1.2 A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS OR THAT IS LESS THAN 750 SQ. FT. IN AREA AND ACCESSORY TO THE MAIN OCCUPANCY SHALL BE CLASSIFIED AS A B-OCCUPANCY. (4) PER CBC TABLE 1006.2.1, ROOM HAS OVER 49 OCCUPANTS AND REQUIRES MORE THAN ONE EXIT. SEE ENLARGED FLOOR PLAN ON A-0.5D. STAIR 1 STAIR 2 STAIR 3 STAIR 5 STAIR 6 STAIR 4 EXIT B 36" DOOR EXIT A 72" DOOR EXIT C 36" DOOR COMMON AREA EXIT CORRIDOR (N.I.C) COMMON AREA STAIR ACCESS (N.I.C) OPEN WORK AREA #140 1,048 150 7 SUITE 125 MAIN ENTRY STORAGE #196A 149 1300 B B B 1-HOUR FIRE RATED TUNNEL LOBBY B B B B B B EX I S T I N G D E M I S I N G W A L L B E T W E E N E X I S T I N G B B U I L D I N G W A L L W I L L R E M A I N A S - I S . NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 K +85" +63" GFI +44" +63" GFI +44" GFI K N +8'-5" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 FE N N N N N N N N NNN N N N N N N SFEC SFEC SFEC SFEC A B B.2 B.7 C D D.7 E PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT A-0.5C 1ST FLOOR EXIT ROUTES AND TACTILE SIGNAGE 1/8" = 1'-0" 1ST FLOOR SCOPE OF WORK "C" MA T C H L I N E SE E S H E E T A - 0 . 5 D MA T C H L I N E SE E S H E E T A - 0 . 5 D LEGEND TACTILE EXIT SIGNS TACTILE EXIT SIGN PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR AT +60" A.F.F. MOUNTED LOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN SWING PATH OF THE DOOR [11B-307 (PROTRUDING OBJECTS); SEC. 1013.4 AND 11B-703 (TACTILE EXIT SIGNAGE)] LITERARY BRAILLE STANDARD DIMENSIONS DOT DIAMETER - .059" INTER-DOT SPACING - .090" HORIZONTAL SEPARATION BETWEEN CELLS -.241" VERTICAL SEPARATION BETWEEN CELLS -.395" LETTERS & NUMBERS SHALL BE RAISED 1/32", UPPER CASE, SANS SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE II BRAILLE RAISED CHARACTERS. SHALL BE AT LEAST 5 8" HIGH, BUT NO HIGHER THAN 2" CHARACTERS AND BRAILLE SHALL BE IN HORIZONTAL FORMAT AND WITH BRAILLE PLACED 3 8" MIN AND 1 2" MAX DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. EXIT CORRESPONDING GRADE II BRAILE EQ EQ48 " M I N . NOTES 1. SIGNS W/ RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED 48" MINIMUM ABOVE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST LINE OF BRAILLE & 60" MAXIMUM ABOVE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. MOUNTING LOCATION SHALL BE BEYOND THE ARC OF THE DOOR SWING BETWEEN THE CLOSED POSITION AND THE 45 DEGREE OPEN POSITION. 2. RAISED CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE UPPERCASE "T". STROKE THICKNESS OF THE UPPERCASE "T" SHALL BE 15% MAXIMUM OF THE HEIGHT OF THE CHARACTER. 3. BRAILLE SIGN TYPICAL MOUNTING HEIGHTS PER CBC 11B-703.4.1. 60 " M A X . 1.A TACTILE EXIT SIGN WITH THE WORD "EXIT", SHALL IDENTIFY EACH GRADE LEVEL EXTERIOR EXIT DOOR. EXIT TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS: CORRESPONDING GRADE II BRAILLE LINE OF FINISHED FLOOR EXIT ROUTE CORRESPONDING GRADE II BRAILLE LINE OF FINISHED FLOOR 2.A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE" SHALL IDENTIFY EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN. 60 " M A X . 48 " M I N . 60 " M A X . 48 " M I N . EXIT STAIR DOWN 3. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVER EXTERIOR EXIT BY MEANS OF A STAIRWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE "EXIT STAIR DOWN" CORRESPONDING GRADE II BRAILLE LINE OF FINISHED FLOOR 60 " M A X . 48 " M I N . 4.A TACTILE SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: "LEVEL #" **AT EXIT DISCHARGE, SIGN SHALL HAVE RAISED FIVE-POINTED STAR TO LEFT OF IDENTIFYING FLOOR LEVEL. THE OUTSIDE DIAMETER OF STAIR SHALL BE SAME AS THE HEIGHT OF THE RAISED CHARACTERS. PROVIDE ROOF ACCESS/NO ROOF ACCESS AS REQUIRED. STAIR 01 1LEVEL 60 " CORRESPONDING GRADE II BRAILLE 1" HIGH LINE OF FINISHED FLOOR18 " MI N . 12" MIN. 5" 112" "ROOF ACCESS OR NOT" AREA NOT IN CONTRACT (N.I.C.). EXISTING CONSTRUCTION TO REMAIN. NEW CONSTRUCTION, TYPICAL PARTITION UNLESS OTHERWISE NOTED. COMMON PATH OF EGRESS < 100 FEET (1006.2.1 CBC) MAXIMUM PATH OF TRAVEL < 300 FEET (1017.2 CBC) ACCESSIBLE PATH OF TRAVEL CEILING MOUNTED EXIT SIGN. DARK QUADRANT INDICATES FACE. ARROW(S) INDICATE DIRECTION. KEYNOTES 1 TACTILE EXIT SIGNAGE. SEE DETAIL #1 2 TACTILE EXIT ROUTE SIGNAGE. SEE DETAIL #2 3 TACTILE EXIT STAIR SIGNAGE. SEE DETAIL #3 4 TACTILE STAIR LEVEL IDENTIFICATION SIGNAGE. SEE DETAIL #4 5 PROVIDE NEW OCCUPANT LOAD SIGNAGE PER SECTION CBC 2022 1004.9 SIGN WALL SHALL BE POSTED IN A CONSPICUOUS PLACE NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM. REFER TO APPLICABLE ASSEMBLY OCCUPANT LOAD CALCULATION PER EXIT ANALYSIS TABLE ON THIS SHEET. 6 INTERNATIONAL SYMBOL OF ACCESSIBILITY LOCATED ON 1st FLOOR. SEE DETAIL #5/A-0.5B. KEY PLAN N BUILDING STANDARD, FULLY RECESSED FIRE EXTINGUISHER CABINET.FEC BUILDING STANDARD, SEMI - RECESSED FIRE EXTINGUISHER CABINET.SFEC REFER TO SHEET A-0.5B FOR EXIT ANALYSIS CALCULATION YRC DJCO OFFICE 113 LOBBY - NIC 100 VOC TRAINING ROOM 102 COMPUTER LAB 103 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 01 104 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 02 106 HALLWAY 105 EXISTING WALK-IN REF 110 VOCATIONAL TRAINING KITCHEN - STORAGE 109 EXISTING WALK-IN FREEZER 111 HALLWAY 112 YRC CLASSROOM 04 114 YRC CLASSROOM 03 115 YRC CLASSROOM 02 116 YRC CLASSROOM 01 117 HCA PRIVATE OFFICE 01 121 HCA PRIVATE OFFICE 04 118 HCA PRIVATE OFFICE 03 119 HCA PRIVATE OFFICE 02 120 YRC LG OFFICE 02 122 YRC PRIVATE OFFICE 05 123 YRC PRIVATE OFFICE 04 124 YRC PRIVATE OFFICE 03 125 YRC PRIVATE OFFICE 02 126 YRC PRIVATE OFFICE 01 127 YRC PRIVATE OFFICE 06 128 YRC LG OFFICE 01 129 OPEN WORK AREA 140 COPY/PRINT AND STORAGE 130 YRC MEN'S RESTROOM - NIC 131 YRC WOMEN'S RESTROOM - NIC 132 YRC PRIVATE OFFICE 06 134 YRC PRIVATE OFFICE 07 135 YRC PRIVATE OFFICE 08 136 YRC PRIVATE OFFICE 09 137 YRC PRIVATE OFFICE 10 138 YRC CONFERENCE ROOM 01 139 JANITOR - NIC 142 BLDG TELE. ROOM - NIC 143 YRC WOMEN'S RESTROOM - NIC 144 YRC MEN'S RESTROOM - NIC 145 YRC MEN'S LOCKER 146 YRC WOMEN'S LOCKER 148 (N) MEN'S RESTROOM 147 (E) RESTROOM 149 HALLWAY 150 HALLWAY 133 VOCATIONAL TRAINING KITCHEN - B 108 VOCATIONAL TRAINING KITCHEN - A 107 48 " M I N . 18 " MI N . 44" MIN. 18 " MI N . 48 " M I N . 48 " M I N . 48 " M I N . 48 " M I N . 18 " MI N . 18 " MI N . 12 " MI N . 48 " M I N . 18" MIN. 18" MIN. 44" MIN.44" MIN. 48 " M I N . 18 " MI N . 44" MIN. 48 " M I N . 1 22 2 22 2 1 1 1 2 2 2 2 2 SUITE 150 - COUNTY OF ORANGE YOUTH REPORT CENTER SUITE 150 - COUNTY OF ORANGE YOUTH REPORT CENTER SUITE 150 - COUNTY OF ORANGE YOUTH REPORT CENTER REFER TO A-0.5C & A-0.5D FOR ENLARGED EXIT ANALYSIS B 4'-11" 44 " M I N . 24" MIN. B B 12 " M I N . EXISTING 1-HR. RATED CORRIDOR 141 B EXISTING 1-HR. RATED CORRIDOR 101 B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 X X X X X X XXXXX X X X X 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 CN N N N N N N N N N N N N N N N N N N N NN NNN N N X X X K +85" +63" GFI +44" +63" GFI +44" GFI K N SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC N +8'-5" N K +85" +63" GFI +44" +63" GFI +44" GFI K N +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT MA T C H L I N E SE E S H E E T A - 0 . 5 C SE E S H E E T A - 0 . 5 C SCOPE OF WORK "D" A-0.5D 1ST FLOOR EXIT ROUTES AND TACTILE SIGNAGE 1/8" = 1'-0" 1ST FLOOR LEGEND TACTILE EXIT SIGNS TACTILE EXIT SIGN PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR AT +60" A.F.F. MOUNTED LOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN SWING PATH OF THE DOOR [11B-307 (PROTRUDING OBJECTS); SEC. 1013.4 AND 11B-703 (TACTILE EXIT SIGNAGE)] LITERARY BRAILLE STANDARD DIMENSIONS DOT DIAMETER - .059" INTER-DOT SPACING - .090" HORIZONTAL SEPARATION BETWEEN CELLS -.241" VERTICAL SEPARATION BETWEEN CELLS -.395" LETTERS & NUMBERS SHALL BE RAISED 1/32", UPPER CASE, SANS SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE II BRAILLE RAISED CHARACTERS. SHALL BE AT LEAST 5 8" HIGH, BUT NO HIGHER THAN 2" CHARACTERS AND BRAILLE SHALL BE IN HORIZONTAL FORMAT AND WITH BRAILLE PLACED 3 8" MIN AND 1 2" MAX DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. EXIT CORRESPONDING GRADE II BRAILE EQ EQ48 " M I N . NOTES 1. SIGNS W/ RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED 48" MINIMUM ABOVE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST LINE OF BRAILLE & 60" MAXIMUM ABOVE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. MOUNTING LOCATION SHALL BE BEYOND THE ARC OF THE DOOR SWING BETWEEN THE CLOSED POSITION AND THE 45 DEGREE OPEN POSITION. 2. RAISED CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE UPPERCASE "T". STROKE THICKNESS OF THE UPPERCASE "T" SHALL BE 15% MAXIMUM OF THE HEIGHT OF THE CHARACTER. 3. BRAILLE SIGN TYPICAL MOUNTING HEIGHTS PER CBC 11B-703.4.1. 60 " M A X . 1.A TACTILE EXIT SIGN WITH THE WORD "EXIT", SHALL IDENTIFY EACH GRADE LEVEL EXTERIOR EXIT DOOR. EXIT TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS: CORRESPONDING GRADE II BRAILLE LINE OF FINISHED FLOOR EXIT ROUTE CORRESPONDING GRADE II BRAILLE LINE OF FINISHED FLOOR 2.A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE" SHALL IDENTIFY EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN. 60 " M A X . 48 " M I N . 60 " M A X . 48 " M I N . EXIT STAIR DOWN 3. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVER EXTERIOR EXIT BY MEANS OF A STAIRWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE "EXIT STAIR DOWN" CORRESPONDING GRADE II BRAILLE LINE OF FINISHED FLOOR 60 " M A X . 48 " M I N . 4.A TACTILE SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: "LEVEL #" **AT EXIT DISCHARGE, SIGN SHALL HAVE RAISED FIVE-POINTED STAR TO LEFT OF IDENTIFYING FLOOR LEVEL. THE OUTSIDE DIAMETER OF STAIR SHALL BE SAME AS THE HEIGHT OF THE RAISED CHARACTERS. PROVIDE ROOF ACCESS/NO ROOF ACCESS AS REQUIRED. STAIR 01 1LEVEL 60 " CORRESPONDING GRADE II BRAILLE 1" HIGH LINE OF FINISHED FLOOR18 " MI N . 12" MIN. 5" 112" "ROOF ACCESS OR NOT" AREA NOT IN CONTRACT (N.I.C.). EXISTING CONSTRUCTION TO REMAIN. NEW CONSTRUCTION, TYPICAL PARTITION UNLESS OTHERWISE NOTED. COMMON PATH OF EGRESS < 100 FEET (1006.2.1 CBC) MAXIMUM PATH OF TRAVEL < 300 FEET (1017.2 CBC) ACCESSIBLE PATH OF TRAVEL CEILING MOUNTED EXIT SIGN. DARK QUADRANT INDICATES FACE. ARROW(S) INDICATE DIRECTION. KEYNOTES 1 TACTILE EXIT SIGNAGE. SEE DETAIL #1 2 TACTILE EXIT ROUTE SIGNAGE. SEE DETAIL #2 3 TACTILE EXIT STAIR SIGNAGE. SEE DETAIL #3 4 TACTILE STAIR LEVEL IDENTIFICATION SIGNAGE. SEE DETAIL #4 5 PROVIDE NEW OCCUPANT LOAD SIGNAGE PER SECTION CBC 2022 1004.9 SIGN WALL SHALL BE POSTED IN A CONSPICUOUS PLACE NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM. REFER TO APPLICABLE ASSEMBLY OCCUPANT LOAD CALCULATION PER EXIT ANALYSIS TABLE ON THIS SHEET. 6 INTERNATIONAL SYMBOL OF ACCESSIBILITY LOCATED ON 1st FLOOR. SEE DETAIL #5/A-0.5B. KEY PLAN N BUILDING STANDARD, FULLY RECESSED FIRE EXTINGUISHER CABINET.FEC BUILDING STANDARD, SEMI - RECESSED FIRE EXTINGUISHER CABINET.SFEC REFER TO SHEET A-0.5B FOR EXIT ANALYSIS CALCULATION HALLWAY 151 YRC CONFERENCE ROOM 02 156 YRC RECEPTION 152 YRC ENTRY 153 YRC DROP IN OFFICE 154 YRC WAITING 155 HALLWAY 208 GROUP OFFICE 157 YRC SENSORY OFFICE 158 YRC STAFF BREAK ROOM 159 DCT READY OFFICE 160 TVS MAT STORAGE 162 TVS MAT TRAINING ROOM 01 161 DCT INSTRUCTOR OFFICE 163 TVS ACADEMY OFFICE 174 ACADEMY STORAGE 184 TVS BREAK ROOM 176 TVS LIBRARY 177 TVS FITNESS/ SHOWER/LOCKER 178 MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 HALLWAY 181 CLASSROOM 05 182 CLASSROOM 04 183 CLASSROOM 03 185 CLASSROOM 02 186 TVS DISPLAY 187 MEN'S RESTROOM 189 WOMEN'S RESTROOM 188 TVS RECEPTION 190 TVS ADMIN OFFICE 191 TVS CLASSROOM 01 192 HALLWAY 193 COMPUTER LAB 194 RANGE OFFICE 195 TVS RANGE SIM TRAINING ROOM 03 196 HALLWAY 197 TVS SCENARIO TRAINING ROOM 02 198 DROP IN OFFICE 199 DROP IN OFFICE 200 YRC CLASSROOM 204 YRC WAREHOUSE 203 RANGE OFFICE/OPEN WORK/STORAGE 202 WASHER/ DRYER 205 MDF 207 MOTHER'S ROOM 206 STORAGE 185A STORAGE 186A CHANGING ROOM 165 CHANGING ROOM 166 CHANGING ROOM 173 CHANGING ROOM 172 CHANGING ROOM 171 CHANGING ROOM 170 CHANGING ROOM 169 CHANGING ROOM 167 CHANGING ROOM 168 CHANGING ROOM 164 GUN LOCKERS 202A ELECT. ROOM 207A 18" MIN. 18" MIN. 12 " MI N . 18 " MI N . 18 " MI N . 18 " MI N . 18" MIN. 18" MIN. 18" MIN. 18" MIN. 18" MIN. 18" MIN. 44 " MI N . 48 " M I N . 18" MIN. 18" MIN. 18" MIN. 44" MIN. 18 " MI N . 18 " MI N . 18" MIN. 18" MIN. 18" MIN. 48" MIN. 48 " M I N . 1 2 2 2 1 1 1 2 2 2 2 2 2 1 1 2 22 2 2 2 1 2 1 1 WATER HEATER 179A 91'-4 " 52 ' - 3 " 2 SUITE 125 - COUNTY OF ORANGE TRAINING AND VOLUNTEER SERVICES SUITE 125 - COUNTY OF ORANGE TRAINING AND VOLUNTEER SERVICES MA T C H L I N E SUITE 150 - COUNTY OF ORANGE YOUTH REPORT CENTER B 5'-0" B B B B EXISTING 1-HR. RATED CORRIDOR 201 B RATED VESTIBULE 151A B ACCESSIBLE CHANGING ROOM 175 B B STORAGE 196A NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 FC 48 " x 2 4 " 48 " x 2 4 " 4 3 4 3 4 3 4 3 4 1 4 1 4242 1 4 1 4 1414 4 2 4 2 J 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A R R R R R R RR N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N OPEN BELOW OPEN BELOW 69 ' - 8 " T O S T A I R # 1 21 8 ' - 1 0 " T O S T A I R # 2 33'-5" 35'-5" 25 0 ' - 8 " T O S T A I R # 2 95'-9" TO STAIR #1 13 8 ' - 4 " T O S T A I R # 1 118'-8" TO STAIR #2 51'-8" 184'-0" TO STAIR #3 15 2 ' - 9 " T O S T A I R # 2 56'-11" 155'-5" TO STAIR #2 85'-8" 256'-2" TO STAIR #3 20 0 ' - 1 1 " T O S T A I R # 3 24 5 ' - 3 " T O S T A I R # 4 127'-7" TO STAIR #4 54'-10" 40'-8"39 ' - 2 " T O S T A I R # 5 33 ' - 1 0 " T O S T A I R # 6 95'-1" TO STAIR #5 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A SFEC SFEC SFEC SFEC PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 2ND FLOOR A-0.5E OVERALL SECOND FLOOR EXIT ROUTES AND TACTILE SIGNAGE AND EXISTING/DEMO OF OVERALL 2ND FLOOR PLAN AS NOTED COMMON PATH OF EGRESS DISTANCE / MAXIMUM TRAVEL DISTANCE / TACTILE EXIT SIGN LOCATIONS SCALE: 1/16"=1'-0" 1 N LEGEND AREA NOT IN CONTRACT (N.I.C.). EXISTING CONSTRUCTION TO REMAIN. NEW CONSTRUCTION, TYPICAL PARTITION UNLESS OTHERWISE NOTED. COMMON PATH OF EGRESS < 100 FEET (1006.2.1 CBC) MAXIMUM PATH OF TRAVEL < 300 FEET (1017.2 CBC) ACCESSIBLE PATH OF TRAVEL CEILING MOUNTED EXIT SIGN. DARK QUADRANT INDICATES FACE. ARROW(S) INDICATE DIRECTION. BUILDING STANDARD, SEMI - RECESSED FIRE EXTINGUISHER CABINET.SFEC OPEN BELOW ELEVATOR LOBBY SUITE 200 - UNOCCUPIED (N.I.C.) OCCUPANCY: B-OFFICE OCCUPANT LOAD: 51,304 SQ. FT./150 = 343 EXITS REQUIRED (CBC 1006.3.3) = 2 PROVIDED EXITS = 3 EXIT WIDTH REQUIRED =343 X 0.2" = 68.6" / 3 EXITS = 22.87" (MIN. DOOR WIDTH 32") PROVIDED EXIT WIDTHS FOR EXITS #1, 2, & 3 = 36" STAIR WIDTH REQUIRED = 343 X 0.3" = 102.9" / 3 STAIRS = 34.3" (MIN. STAIR WIDTH 44") PROVIDED STAIR WIDTHS FOR STAIRS #1, 2 & 3 = 48" STAIR 1 STAIR 2 STAIR 4 STAIR 5 STAIR 6 48 " 48" 48" 48 " 48 " 48" ±685 7 4 ' - 4 " MAX. D I A G O N A L - N . I . C . ±262'-1" DISTANCE B E T W E E N E X I T S N . I . C . > 1 / 3 D I A G O N A L ( S P R I N K L E R E D B L D G . ) STAIR 3 ±496 5 8 ' - 0 " MAX. D I A G O N A L - O R A N G E C O U N T Y S U I T E 255 4 1 ' - 1 0 " DIST A N C E B E T W E E N E X I T S O R A N G E C O U N T Y S U I T E > 1 / 3 D I A G O N A L ( S P R I N K L E R E D B L D G . ) SUITE 200 - NIC SU I T E 2 2 5 - C O U N T Y O F O R A N G E T R A I N I N G A N D V O L U N T E E R S E R V I C E S RE F E R T O A - 0 . 5 F F O R E N L A R G E D E X I T A N A L Y S I S SUITE 225 - COUNTY OF ORANGE TRAINING AND VOLUNTEER SERVICES REFER TO A-0.5F FOR ENLARGED EXIT ANALYSIS SUITE 200 - NIC EXIT 3 EXIT 2 EXIT 1 EXISTING/DEMOLITION OF OVERALL 2ND FLOOR PLAN SCALE:2NTS EXISTING SINGLE TENANT SPACE TI SCOPE AREA EXISTING SINGLE TENANT SPACE NOT IN SCOPE EXISTING SINGLE TENANT SPACE NOT IN SCOPE COMMON AREA HALLWAY B EX I S T I N G D E M I S I N G W A L L B E T W E E N E X I S T I N G B U I L D I N G W A L L W I L L R E M A I N A S - I S . B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 1112 13 14 15 16 17 18 19 20 21 2223 24 R R R R R R RR SFEC SFEC SFEC SFEC 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 R R R R R R RR N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N OPEN BELOW OPEN BELOW FC 48 " x 2 4 " 48 " x 2 4 " 4 3 4 3 4 3 4 3 4 1 4 1 4242 1 4 1 4 1414 4 2 4 2 J PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT A-0.5F 2ND FLOOR EXIT ROUTES AND TACTILE SIGNAGE 1/8" = 1'-0" 2ND FLOOR SCOPE OF WORK EXIT ANALYSIS USE SQUARE FOOTAGE LOAD FACTOR OCCUPANTS LOAD KEY PLAN N OCCUPANT CALCULATION MAXIMUM TOTAL # OF OCCUPANTS TOTAL OCCUPANT SQUARE FOOTAGE # OF EXITS REQUIRED FOR TABLE 1006.3.3 # OF EXITS FOR SUITE 193 22,115 2 4 EXIT CALCULATIONS BASED ON SPRINKLERED BUILDING REQUIRED EXIT WIDTH (INCHES) REQUIRED STAIR WIDTH (INCHES) 0.2 X 194 = 38.8" REQUIRED 38.8" / 4 EXITS = 9.7" (MIN PER CBC 1010.1.1 = 32") 0.3 X 194= 58.2" REQUIRED 58.2" / 3 STAIRS = 19.4" (MIN. STAIR WIDTH = 44") EXIT #1 = 72" EXIT #2, 3, & 4 = 36" STAIR 4, 5, & 6 = 48" NOTE: REFER TO SHEET A-0.5C FOR LEGEND, KEYNOTES AND TACTILE EXIT SIGNS. 3 4 3 4 TVS WELLNESS MULTIUSE OFFICE #201 1,256 123QUIET OFFICE 01 #204 PRIVATE OFFICES # 202, 203, 207, 208, 210, 211, 212, 213, 214, 215, 240 & 241 1,529 2ND FLOOR STAFF BREAK ROOM #206 655 (3) TVS PRINT/COPY #217 359 CATWALK AREA 198 1,749 TVS ASSIT. DIV. DIRECTOR AM2 #218 244 TVS STORAGE #219 929 TVS CONFERENCE 01 #220 342 RANGE MASTER OFFICE 03 #221 135 (3) RANGE MASTER OFFICE 02 #222 134 RANGE MASTER OFFICE 01 #223 134 RANGE PRINT #224 136 RANGE MASTER OFFICE 04 #225 135 TVS PRODUCTION STUDIO/LAB #226 852 RANGE SUPPLY ROOM #227 286 RANGE CONFERENCE #228 372 (3) OFFICE/ STORAGE #229 357 2ND FLOOR STAFF MEN'S RESTROOM #231 348 3582ND FLOOR STAFF WOMEN'S RESTROOM #232 189BLDG ELECTRICAL ROOM - NIC #233 844OFFICE/ STORAGE #234 1,145OFFICE/ STORAGE #235 553HALLWAY #236 TRAINING ROOM #238 748 K9 MULTIPURPOSE OFFICE #239 709 150 15 300 15 150 150 150 300 150 150 300 15 300 - - 300 300 300 - 50 (2) 150 300 300 150 150 50(1)25 1 10 44 1 2 3 23 1 1 1 1 1 6 1 25 1 - - 1 3 4 - 15 5 6 126 STORAGE #204A 300 1 RATED VESTIBULE #200A 60 -- 124QUIET OFFICE 02 #205 150 1 RATED COMMON CORRIDOR 200 TVS WELLNESS MULTIUSE OFFICE 201 QUIET OFFICE 02 205 PRIVATE OFFICE 203 PRIVATE OFFICE 202 QUIET OFFICE 01 204 2ND FLOOR STAFF BREAK ROOM 206 PRIVATE OFFICE 02 207 PRIVATE OFFICE 01 208 OPEN WORK AREA 209 PRIVATE OFFICE 04 210 PRIVATE OFFICE 06 211 PRIVATE OFFICE 08 213 PRIVATE OFFICE 05 214 PRIVATE OFFICE 03 215 HALLWAY 216 TVS PRINT/COPY 217 TVS ASSIT. DIV. DIRECTOR AM2 OFFICE 218 TVS STORAGE 219 TVS CONFERENCE 01 220 RANGE PRINT 224 TVS PRODUCTION STUDIO/LAB 226 RANGE SUPPLY ROOM 227 RANGE CONFERENCE 228 HALLWAY 230 2ND FLOOR STAFF WOMEN'S RESTROOM 232 2ND FLOOR STAFF MEN'S RESTROOM 231 HALLWAY 236 STORAGE 204ARATED VESTIBULE 200A PRIVATE OFFICE 07 212 RANGE MASTER OFFICE 03 221 RANGE MASTER OFFICE 02 222 RANGE MASTER OFFICE 01 223 RANGE MASTER OFFICE 04 225 OFFICE/ STORAGE 229 BLDG ELECTRICAL ROOM - NIC 233 OFFICE/ STORAGE 234 OFFICE/ STORAGE 235 IDF CLOSET #235A 223 300 1 IDF 235A HALLWAY 237 K9 MULTIPURPOSE OFFICE 239 TRAINING ROOM 238 STAIR 237A PRIVATE OFFICE 240 PRIVATE OFFICE 241 2 2 12" MIN. 48 " M I N . 48" MIN. 48 " M I N . 44 " M I N . 48" MIN. 48" MIN. 48 " M I N . 12 " MI N . 60 " M I N . 12 " MI N . 44 " M I N . 2 48" MIN. 2 TVS SCENARIO TRAINING ROOM 02 198 (1) ROOMS INTENDED USE IS FOR A VOCATIONAL TRAINING PROGRAM LEAD BY THE ORANGE COUNTY PROBATION DEPARTMENT; PER CBC 304.1, B-OCCUPANCY FOR A "TRAINING AND SKILL DEVELOPMENT NOT IN A SCHOOL OR ACADEMIC PROGRAM." OCCUPANCY LOAD FACTOR FOR A VOCATIONAL ROOM PER CBC TABLE 1004.5 (2) ROOMS INTENDED USE IS FOR PHYSICAL TRAINING OF ORANGE COUNTY PROBATION DEPARTMENT STAFF; PER CBC 304.1, B-OCCUPANCY FOR A "TRAINING AND SKILL DEVELOPMENT... [INCLUDING] MARTIAL ARTS STUDIOS, GYMNASTICS AND SIMILAR USES REGARDLESS OF THE AGES SERVED." OCCUPANCY LOAD FACTOR FOR A EXERCISE ROOM PER CBC TABLE 1004.5. (3) PER CBC 303.1.2 A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS OR THAT IS LESS THAN 750 SQ. FT. IN AREA AND ACCESSORY TO THE MAIN OCCUPANCY SHALL BE CLASSIFIED AS A B-OCCUPANCY. OCCUPANCY NOTES 1,379OPEN WORK AREA #209 150 9 STAIR 4 STAIR 5 STAIR 6 STAIR 3 EXIT 2 EXIT 3 EXIT 1 EXIT 4 48 " 48 " 48" 48" SU I T E 2 2 5 - C O U N T Y O F O R A N G E T R A I N I N G A N D V O L U N T E E R S E R V I C E S SUITE 225 - COUNTY OF ORANGE TRAINING AND VOLUNTEER SERVICES A B B B B B B 5'-0" CLR 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 (a) BOTTOM LANDING RAMP RUN LANDING 72" MIN.60" MIN. (b) RAMP RUN LANDING 60" MIN. RAMP RUN 72 " M I N . AS LEAST AS WIDE AS RAMP RUN TOP LANDING 60" MIN. 60 " M I N . (c) DOWN DO W N (a) EXTENDED SURFACE 12" MIN. 12" MIN. (a) CURB OR BARRIER X< 4 (a) HANDRAIL CLEARANCE 1 1/2" MIN. (b) CIRCULAR 1 1/4"-2" (C) NON-CIRCULAR DIAGONAL @ 2 1/4" MAX.4"-6 1/4" PERIMETER 34 " - 3 8 " (a) HANDRAIL DIMENSIONS AT RAMPS (b) HANDRAIL DIMENSIONS @ BOTTOM OF STAIRS 34 " - 3 8 " (c) HANDRAIL DIMENSIONS @ TOP OF STAIRS 12" MIN.X 34 " - 3 8 " X 12" MIN. 12" MIN.12" MIN. 48 " M I N . 30 " M I N . 48" MIN. 30" MIN.3.5" MIN. 15" MIN.5" MAX. (a) ACCESSIBLE WATER CLOSETS (b) AMBULATORY ACCESSIBLE WATER CLOSETS 17"-18" 17"-19" 56 " M I N . 60" MIN. OTHER FIXTURES NOT ALLOWED WITHIN THIS AREA 4' - 0 " MI N . 60" MIN. WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT (c) PLAN 6" MIN. 9" M I N . 6" MIN. PARTITION (a) ELEVATION ADULT 12 " M I N . 6" MIN. PARTITION (b) ELEVATION CHILDREN WHEELCHAIR ACCESSIBLE COMPARTMENT TOE CLEARANCE 60 " M I N . 59 " M I N . @ F L O O R M O U N T E D W / C 56 " M I N . @ W A L L H U N G W / C / 4" M A X . ALTERNATE DOOR LOCATION 4" MAX. 4' - 0 " MI N . 48 " M I N . 60 " M I N . F O R S I D E O P E N I N G 44 " M I N . 35"-37" 60 " M I N . 17"-19" X> 8 0 " 4" MAX. X> 2 7 " (a) 12" MAX. >2 7 " - 8 0 " 12" MAX. (b) 4" MAX 4" MAX 27 " M A X x>12 x>305 4" MAX.4" MAX. X>12 X>305 80 " M A X LIMITS OF PROTRUDING OBJECTS POST-MOUNTED PROTRUDING OBJECTS 27 " M A X . X< 8 0 " 15 " M I N . 48 " M A X . 15 " M I N . . 48 " M A X . 10" MAX. UNOBSTRUCTED FORWARD REACH UNOBSTRUCTED SIDE REACH 10"-24" 34 " M A X . 46 " M A X . 34 " M A X . 48 " M A X . 10" MAX. (a)(b) 48 " M A X . 20" MAX.20"-25" MAX 44 " M A X . (a)(b) OBSTRUCTED HIGH FORWARD REACH OBSTRUCTED HIGH SIDE REACH 9" M I N . 8" MIN. 27 " M A X . 11" MAX. 25 " 25" MAX. 30 " M I N . (A) ELEVATION (B) PLAN 17"-25" 30 " M I N . 9" 6" MAX. KNEE CLEARANCE (A) ELEVATION (B) PLAN TOE CLEARANCE (A)(B)(C) CIRCULAR NONCIRCULAR 1.25"-2"2" MAX. 4 TO 4.8 PERIMETER 1 1/2" MIN. 12 " M I N . 1 1 / 2 " M I N (D) DIAGONAL @ 2" MAX.18" MIN. 60 " M I N . (a) FRONT APPROACH, PULL SIDE 48 " M I N . (b) FRONT APPROACH, PUSH SIDE 12" MIN. * IF BOTH CLOSER AND LATCH ARE PROVIDED 36" MIN. 60 " M I N . (c) HINGE APPROACH, PULL SIDE 44 " M I N . (d) HINGE APPROACH, PUSH SIDE 12" MIN. * IF BOTH CLOSER AND LATCH ARE PROVIDED ** 48 MIN. IF BOTH CLOSED AND LATCHED PROVIDED 22" MIN. 24" MIN. 60 " M I N . (e) LATCH APPROACH, PULL SIDE *60 MIN IF CLOSER IS PROVIDED (f) LATCH APPROACH, PUSH SIDE 24" MIN. *48 MIN IF CLOSER IS PROVIDED 44 " M I N . (a) 60 " M I N . 60" MIN. (b) 60" MIN. DO O R W I D T H 48 " DO O R W I D T H (c) 60" MIN. DO O R W I D T H 48 M I N . 18" MIN. (a) PULL SIDE X> 8 " 60 " M I N . (b) PUSH SIDE X> 8 " 48 " M I N . (a) PUSH SIDE , DOOR PROVIDED WITH BOTH CLOSER AND LATCH X> 8 " 48 " M I N . 12" MIN. BACK WALL SIDE WALL SIDE WALL 30 " M I N . SIDE WALL 36 " M I N . 60" MIN. NOTE: INSIDE FINISHED DIMENSIONS MEASURED AT THE CENTER POINTS OF OPPOSING SIDES SIDE WALL SIDE WALL 36 " M I N . BACK WALL FRONT WALL 60" MIN. 36" MIN. NOTE: INSIDE FINISHED DIMENSIONS MEASURED AT THE CENTER POINTS OF OPPOSING SIDES 3/16" = 1'-0" RAMP LANDINGS 3/8" = 1'-0" RAMP EDGE PROTECTION HANDRAIL CROSS SECTION HANDRAIL DIMS. @ RAMPS & STAIRS DRINKING FOUNTAIN WATER CLOSET LOCATION CLEARANCE FOR WATER CLOSET AMBULATORY COMPART REDUCED VERTICAL CLEARANCE A-0.6A AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 3/8" = 1'-0"4 DOOR CLEARANCES TWO DOORS IN SERIES CLEARANCES @ SWING DOORS CLEARANCES @ REC. DOORS 3/8" = 1'-0"8 ACCESSIBLE RESTROOM CLEARANCES ACCESSIBLE TOILET 1 1/2" = 1'-0"5 SIZE AND SPACING OF GRAB BARS 12 STAIRWELL CLEARANCES 10 RAMP CLEARANCES 3/8" = 1'-0" 1 1/2" = 1'-0" 3/8" = 1'-0" 13 PROTRUDING OBJECTS 3/8" = 1'-0" 14 OBSTRUCTED REACH 3/8" = 1'-0" 15 UNOBSTRUCTED REACH 3/8" = 1'-0" 16 TOE CLEARANCE 3/8" = 1'-0" SHOWER COMPARTMENTS BASE BUILDING ACCESSIBILITY 60" MIN. 1ST & 2ND FLOOR NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 A-0.6B AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT TO CENTERLINE PARTITION PLAN DIAGRAM SIDE ELEVATION PLAN VIEW NOTES: FOR DOORS SERVING OTHER THAN A REQUIRED EXIT STAIRWAY PULL SIDE PUSH SIDE PLAN DIAGRAM PLAN PLAN DIAGRAM WALL RIM URINAL SIDE ELEVATION TOILET FRONT ELEVATION TOILET SIDE ELEVATION HIGH FORWARD REACH ACCESSIBLE PATH OF TRAVEL 'X' < 48" MINIMUM CLEARANCES FOR SEATING AND TABLES CLOSETS SHELVES MINIMUM MANEUVERING CLEARANCES IN ALCOVES MAXIMUM FORWARD REACH OVER AN OBSTRUCTION ELEVATION (a) PULL SIDE (INTERIOR DOOR) (b) SLIDING DOOR (c) FOLDING DOOR PUSH SIDE PUSH SIDE PULL SIDE SIDE ELEVATION PLAN VIEW SECTION AT PARTITION BOTH DOORS OPEN OUT DOORS AT OPPOSITE WALLS DOORS AT ADJACENT WALLS DOOR IN SERIES LINE OF REQUIRED CLEARANCE 19" MIN. 28 " - 3 4 " M A X 27 " M I N . 9" M I N . 11" MIN. DINING AND/OR WORK SURFACE LINE OF REQUIRED CLEARANCE DINING AND/OR WORK SURFACE CLEAR FLOOR SPACE CL 30"MIN. 19 " MI N . 48" MIN. 24" MIN. 44" MIN. CLR. 35 " - 3 7 " 17 " - 1 8 " 42" MIN. GRAB BAR12" MAX. 54" MIN. 60" MIN. CLR CL 1 1 / 2 " C L R . T Y P I C A L 6" MIN. 9" MI N . C L R . NOTE: WHERE SIX OR MORE TOILET COMPARTMENTS ARE PROVIDED OR WHERE A COMBINATION OF URINALS AND WATER CLOSETS TOTALS SIX OR MORE FIXTURES, AT LEAST ONE COMPARTMENT SHALL COMPLY WITH SECTION 11B-604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS. 8" MIN. KNEE CLR. 9" M I N . 27 " M I N . 29 " M I N . 34 " M A X . 11" MIN.6" MAX. 17" MIN. DEPTH 1'-6" MIN. TO CENTERLINE 1' - 5 " M I N . 19 " MA X . 48 " M I N . 30" MIN. CLEAR FLOOR SPACE INSULATE HOT WATER PIPES AND DRAIN TO PROTECT AGAINST CONTACT. 48" M I N . 18 " MI N . 12 " MI N . 48" MIN. 48" MIN. 12 " M I N . 12 " M I N . 48" MIN. 18 " M I N . 18 " M I N . PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER 34 " MI N . C L E A R 18 " M I N . 24 " M I N . 17"-18" 60 " M I N . 56 " M I N . A T WA L L - M O U N T E D W . C . W H E N DO O R S W I N G S I N 54 " M I N . 59 " M I N . A T FL O O R - M O U N T E D W . C . W H E N DO O R S W I N G S I N 60" MIN. CLEAR 32" MIN. CLEAR 48 " M I N . C L E A R CL 60" M I N . DIA . C L E A R 30 " x 4 8 " CL E A R S P A C E A U S E A B L E S H E L F 4 4 " M A X . 3' - 4 " M A X . T O A L L OP E R A B L E P A R T S AN D C O I N S L O T S 3' - 4 " M A X . T O A L L OP E R A B L E P A R T S 3' - 4 " M A X . 48 " M A X . T O TO P O F H O O K 48 " M A X . TO T O P 15 " M I N . TO B O T T O M 3' - 6 " ( H O R I Z . ) A T CO U N T E R T O P S 48 " M A X . T O P 15 " M I N . T O B O T T O M 4' - 0 " M A X . T O T O P . MEDICINE CABINET SANITARY NAPKIN VENDOR COMBINATION WASTE/TOWEL UNITS TOWEL BAR CLOTHES HOOK BOTTOM EDGE OF REFLECTIVE SURFACE 40" MAX. ABOVE ACCESSIBLE LAVATORY/COUNTER TOP. 35" AT ALL OTHER LOCATIONS EXCEPT FITTING/DRESSING ROOMS WHERE 20" MAX AFF./18" MIN. WIDE/54" MIN. HEIGHT. FULL LENGTH TOP EDGE SHALL BE 78" AFF. NOTE: MOUNTING HEIGHT FROM FINISHED FLOOR, TYPICAL. PROVIDE CLEAR SPACE FOR FORWARD APPROACH 30" x 48" ACCESSIBLE STALL DOOR HARDWARE: THE DOOR SHALL BE SELF-CLOSING. A DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. NOTE: TOILET ROOM FLOORS SHALL HAVE A STABLE, FIRM, SLIP RESISTANT SURFACE. OUTLETS SWITCHES/CONTROLS ALONG ACCESSIBLE ROUTE MIRROR 48 " M I N . 48 " M I N . 36" MIN.60 " M I N . 48 " M I N . 22" MIN. 54" MIN. 42 " M I N . 22" MIN. 54" MIN. 42 " M I N . 24" MIN. 42 " M I N . 24" MIN. 42 " M I N . 60 " M I N . 44 " M I N . 24" MIN. 24" MIN. 54" MIN. (F) LATCH SIDE APPROACH SLIDING DOORS (H) LATCH SIDE APPROACH FOLDING DOORS LATCH APPROACH NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES 48" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER 54" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER (H) SLIDE SIDE APPROACH FOLDING DOORS (E) SLIDE SIDE APPROACH SLIDING/FOLDING DOORS HINGE APPROACH(G) FRONT APPROACH FOLDING DOORS (D) FRONT APPROACH SLIDING DOORS 3' - 0 " M I N . 30 " M I N . 5'-0" MIN. 15"-16" 3" FR O M E N T R Y 14 " - 1 5 " 33 " - 3 6 " TO T O P O F G R I P , T Y P . 22"-23" 2 1/2" MAX. 1 1 / 2 " M A X . 17 " - 1 9 " 39 " - 4 1 " T O C L 40 " M A X . 19" MIN. 27" MAX. 48 " M A X T O T O P OF M O U N T I N G B R A C K E T CONTROL AREA SOAP DISH WITHIN REACH LIMITS OF SEAT SINGLE LEVER CONTROL VALVE HAND HELD SPRAYER. UNIT TO HAVE ON/OFF CONTROL WITH NON-POSITIVE SHUT-OFF. CBC 11B-608.6. UNIT TO DELIVER WATER THAT IS 120 DEGREES FAHRENHEIT MAX. CBC 11B-608.6FOLDING SHOWER SEAT MAX. 6" FROM WALL WHEN FOLDED NOTE: WHERE DRAINS ARE PROVIDED, GRATE OPENINGS ARE MAX. 1/4" AND FLUSH WITH FLOOR 1/2" BEVELED LIP MAX. SL O P E M A X . 1/ 4 " / F T . 59" MIN. HOSE 18" MIN.32" MIN. CLR. 12" MAX. 48 " M I N . C L R . 24 " M I N . 1 1/2" 17 " M I N . 18" MIN. 60" MIN. 17"-18" OF FIXTURE 12 " MA X . 42 " M I N . 54 " M I N . 56 " M I N . D E E P W A L L H U N G T O I L E T S 59 " M I N . D E E P F O R F L O O R M O U N T E D T O I L E T S NOTE: TOILET ROOM FLOORS SHALL HAVE A STABLE, FIRM, SLIP RESISTANT SURFACE. PROVIDE A PRIVACY LATCH TO ENTRY DOOR. FLUSH ACTIVATOR WIDE SIDE NO DOOR SHALL ENCROACH INTO 60" MIN. DIA. CLEAR SPACE MORE THAN 12" BUT SHALL NOT ENCROACH INTO THE CLEAR FLOOR SPACE OF A FIXTURE CL CL CL OF FIXTURE60" M I N . DIA . C L E A R 30"x48" CLEAR FLOOR SPACE 32" MIN. 32" MIN. 48 " M I N . 60 " M I N . 32" MIN. CLR. FROM DOOR TO STOP 18" MIN. CLEAR @ INT. DOORS 24" MIN. CLEAR @ EXT. DOOR 90° 12" X> 8 " 18" MIN. 60 " M I N . NOTE: 2% MAX SLOPE AT EXTERIOR LANDINGS ONLY LEVER OR U-SHAPED HANDLE 34" MIN. TO 44" MAX. A.F.F CLEAR LEVEL LANDING PROVIDE 12" MIN. IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER CLEAR LEVEL LANDINGCLEAR LEVEL LANDING NOTE: PROVIDE BUMPER IN POCKET TO PREVENT DOOR FROM FULLY RECEDING Y" 1'-4" EQ.EQ. X 48 " M I N . 15 " M I N . 18 " M I N . 19 " M A X . 4" M A X . 48 " M I N . EQ.EQ. X Y 4" MAX.15" MIN. 18" MIN. 19" MAX. 9" M I N . 27 " M I N . C L R . 36 " M A X @ S P O U T O U T L E T 8" MIN. KNEE CLR.6" MAX. 11" MIN. 17" MIN. CLR. 1.ALL DRINKING FOUNTAINS SHALL BE CONTAINED WITHIN ALCOVES OR COMPLETELY BETWEEN WING WALLS SO AS TO NOT ENCROACH INTO THE PEDESTRIAN WAYS. WING WALLS SHALL PROJECT FROM THE WALL AND REST ON THE FLOOR OR FLOAT NO MORE THAN 6" AFF. 2.THE SPOUT SHALL PROVIDE A FLOW OF WATER 4" HIGH MIN. AND SHALL BE LOCATED 4" MAX. FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORZ. RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3" OF THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAX. WHERE SPOUTS ARE LOCATED 3"-5" MAX FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAX. 3.SPOUT OUTLETS FOR STANDING PERSONS SHALL BE 38" MIN AND 43" MAX. ABOVE THE FINISH FLOOR. PLAN NOTE: X= 18" MIN. ALCOVE DEPTH THEN Y=32" MIN. CLR. IF ALCOVE DEPTH (X) IS GREATER THAN 24", THEN ALCOVE WIDTH (Y) MUST BE A MINIMUM OF 36" CLEAR PLAN OF "HIGH-LOW" DRINKING FOUNTAINPLAN OF "HIGH-LOW" DRINKING FOUNTAIN SECTION OF LOW DRINKING FOUNTAIN "LOW" FOUNTAIN "HIGH" FOUNTAIN 1 1 / 2 " CL R . 12 " M I N . C L R . 1 1/4" - 2" NOMINAL 1 1/2" CLR. 44 " M A X T O FL U S H C O N T R O L 6' MAX. 13 1/2" MIN. 17 " M A X . 48 " M I N . EQ.EQ. 30" MIN. 36" MIN. GRAB BAR 24" MIN. 12" MIN. 33 " - 3 6 " T O T O P OF G R I P P I N G S U R F A C E 17"-18" 40 " M A X A L L DI S P E N S E R S T O HI G H E S T O P E R A B L E PA R T 19 " M I N TO O U T L E T 24" MIN. 7"-9" 4'-6" 3'-6" MIN. GRAB BAR 1'-0" MAX. 33 " - 3 6 " T O T O P OF G R I P P I N G S U R F A C E 17 " - 1 9 " NOTE: GRAB BAR STRUCTURAL STRENGTH SHALL COMPLY W/ CBC 11B-609.8. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS AND SHALL HAVE ROUNDED EDGES. TYPICAL GRAB BAR SECTION URINAL PLAN VIEW CLEAR FLOOR SPACE FLUSH ACTIVATOR WIDE SIDE 36" MIN. X> 2 4 " X> 1 5 " 60" MIN. 24" MAX. 30" 46 " M A X . 34 " M A X . 48 " M A X . 21" MAX. 21" MAX. 40 " M I N . 48 " M A X . 10" MAX. 30" 34 " M I N . 15 " M I N . 48 " 30" MIN. 10" MAX. 48" MIN. 15 " MI N . 48 " M A X . 30" MIN.42" MIN. 48 " M I N . 30 " MI N . 19 " MI N . 30" MIN.48" MIN.19" MIN. 30 " MI N . 48 " M A X . 27 " M I N . CL R . 20" MAX. 34 " M A X . 48" MIN. 44 " M A X . 27 " M I N . CL R . 48" MIN. 34 " M A X . >20"-25" MAX. NOTE: AT PASS THROUGH KITCHENS, A MIN. 40 INCH CLEAR PATH. AT 'U' SHAPED OR DEAD-END KITCHENS, 60 INCH MIN CLEAR. REACH DIAGRAMS APPLY TO EQUIPMENT AND REF/FREEZER CLEAR FLOOR SPACE PARALLEL APPROACH HIGH AND LOW SIDE REACH LIMITS MAX. SIDE REACH OVER AN OBSTRUCTION 44 " M I N * * 36 " M I N * 60" MIN. CLR. 60 " M I N . C L R . 24 " M I N . CL R . 12" MIN. CLR. 36" MIN* 44" MIN** 12" MIN CLR. 60" MIN. 60 " M I N . 32" MIN. 36" MIN* 24 " MA X . 48 " M I N . 24 " MA X . 32" MIN. 44 " M I N * * 36 " M I N * 48" MIN.36" MIN* 44" MIN**. 36" MIN* 44" MIN** 42" MIN* 44" MIN** .42" MIN* 44" MIN** 48 " M I N . 60 " M I N . 36" MIN*.36" MIN* 60 " D I A . NOTE: * CORRIDORS WITH OCCUPANCY OF 9 OR LESS ** CORRIDORS WITH OCCUPANCY OF 10 OR MORE ALSO REFER TO OCCUPANT LOAD FOR REQUIRED EGRESS WIDTH. MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR CLEAR WIDTH FOR TWO WHEEL CHAIRS TO PASS PARALLEL THROUGH CORRIDOR T-SHAPE 180° TURNS WHEELCHAIR TURNING SPACE 180° TURNS AROUND AN OBSTRUCTION N.T.S16ACCESSIBLE DRINKING FOUNTAIN N.T.S12ACCESSIBLE TOILET, URINAL, AND GRAB BAR N.T.S4ACCESSIBLE CORRIDORS AND TURNING N.T.S8ACCESSIBLE MINIMUM REACH 48 " M A X . N.T.S15ACCESSIBLE ROLL-IN SHOWER N.T.S11ACCESSIBLE SINGLE-ACCOMMODATION TOILET N.T.S3ACCESSIBLE DOOR CLEARANCES-FRONT APPROACH N.T.S14ACCESSIBLE MULTI-ACCOMMODATION TOILET N.T.S6ACCESSIBLE DOOR CLEARANCES-SIDE APPROACH N.T.S10ACCESSIBLE ACCESSORIES N.T.S13ACCESSIBLE CLEARANCES @ DINING/WORK SURFACES N.T.S9ACCESSIBLE AMBULATORY COMPARTMENT N.T.S1ACCESSIBLE VESTIBULES N.T.S5ACCESSIBLE LAVATORY BASE BUILDING ACCESSIBILITY39 " - 4 1 " 18 " THE BOTTOM 10" OF ALL DOORS EXCEPT QUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE. [CBC 11B-404.2.10] 12" 12" 12 " 12 " 60 " M A X . A . F . F . T O B A S E L I N E O F HI G H E S T R A I S E D C H A R A C T E R 48 " M I N . A . F . F . T O B A S E L I N E O F LO W E S T R A I S E D C H A R A C T E R WALL MOUNTED SIGNAGEDOOR MOUNTED SIGNAGE 1/8" RADIUS CORNER MENS RESTROOM NOTE: 1.SIGNS SHALL HAVE NO SHARP EDGES, CORNERS WITH 1/8" MIN. RADIUS. 1/4" MIN. HIGH 2.RAISED LETTERING 1/32" RAISED FROM SURFACE, UPPERCASE SANS-SERIF TYPE, NOT ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE OR OTHER UNUSUAL FORMS. CHARACTERS SHALL BE OF FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER 'O' IS 60% MIN. AND 110% MAX. HEIGHT OF THE UPPERCASE LETTER "I". CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE SHALL BE 5/8" MIN. AND 2" MAX. BASED ON LETTER "I". LETTER "I" STROKE THICKNESS SHALL BE 15% MAX. HEIGHT OF THE CHARACTER. CHARACTER SPACING, RECTANGULAR, SHALL BE 1/8" MIN. AND 4 TIMES CHARACTER STROKE WIDTH MAX. CHARACTER SPACING FOR OTHER THAN SQUARE, 1/16" MIN. AND 4 TIMES CHARACTER STROKE WIDTH, BUT SHALL MEET RECTANGULAR SPACING. CHARACTERS SHALL BE SPACED FROM RAISED BORDERS 3/8" MIN. 3.RAISED BRAILLE, GRADE 2, MARKING PER 2022 CBC SECTION 11B-703. WOMENS RESTROOM ALL-GENDER RESTROOM 60 " A . F . F . 60 " A . F . F . 60 " A . F . F . N.T.S7ACCESSIBLE RESTROOM SIGNAGE ALL GENDER RESTROOM RESTROOM UNISEX RESTROOM 1ST & 2ND FLOOR NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 R R R R R R RR SFEC SFEC SFEC SFEC K +85" +63" GFI +44" +63" GFI +44" GFI K N N PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 08/27/2024 DELTA 02 REVISION TO PERMIT 2 1A 44 " M A X 1 BASE BUILDING RESTROOM ACCESSIBILITY PLANS A-0.7 AS NOTED TYP. ACCESSORY MOUNTING DIMENSIONS AND PLUMBING CALCULATION 1SCALE: NTS INSULATE HOT AND COLD WATER WATER LAV-1 MIRROR MIRROR @ COUNTERTOP OPEN COMPARTMENT (SEE SCHEDULE) TOILET DISPENSER TOILET TISSUE SANITARY FACILITIES SUPPLY AND DRAIN PIPES 3 4 4A 13 14 7 SCREEN WASTE RECEPTACLEWITH DISPOSAL TAMPON VENDOR SANITARY NAPKIN/DISPENSER ANDPAPER TOWEL 9 10 65 BAR ACCESSIBLE GRAB 8 BAR ACCESSIBLE GRAB 8A SO A P D I S P E N S E R 11 SO A P D I S P E N S E R BAR ACCESSIBLE GRAB 8B BAR ACCESSIBLE GRAB 8C 13-1/2" MIN UR-1 UR-2 H.C. 2 2 H.C. 12 WC-1 ACCESSIBLE-FLOOR/WALL MOUNTED WC-1 ACCESSIBLE-FLOOR/WALL MOUNTED 1 WC-1 WC-1 1A ACCESSIBLE-FLOOR/WALL MOUNTED ACCESSIBLE-FLOOR/WALL MOUNTED 36" MIN. 12" MIN. 24" MIN. 33 " - 3 6 " 12"42" MIN. MAX.24" MIN FLUSH VALVE WIDE SIDE 1 7 " T O 19 " M A X . 17"-18" 17 " T O 19 " M A X . 17 " MA X . 17 " MA X . TRANSFER SIDE 18 " IF N O T TE M P E R E D 5' - 0 " 2'-0"V.I.F. 3' - 4 " M A X . 3' - 4 " M A X . 3' - 4 " M A X . 17" MIN. 11" MIN. 2' - 3 " M I N . 9" MI N . 6" MAX. 2' - 5 " M I N . 2' - 1 0 " M A X . 36" MAX. 19 " 7"-9" MAX. 17"-18" 33 " - 3 6 " TO P O F G R I P 36" 24" MIN. 12" MIN. 24" MIN. 42"12" MAX. 54" MIN. 17"-18" 33 " - 3 6 " 33 " - 3 6 " 36" 24" MIN. 12" MIN. 24" MIN. 42"12" MAX. 54" MIN. WALL MOUNTED COUNTER TOP MOUNTEDTOP OF FIN. FLR.3' - 4 " M A X . 3' - 4 " M A X . 3' - 4 " M A X . 3' - 4 " M A X . OPEN 5' - 0 " 1' - 0 " 5' - 1 0 " 2'-0" STD. 2'-10" HCP. 33 " M A X . BABY CHANGING TABLE SEAT COVER DISPENSER COMBINATION SEAT COVER DISPENSER 54" MIN. 19 " M I N . T O OP E N I N G SANITARY NAPKIN DISPOSAL UNIT 5' - 0 " CL 1716 A TRIANGLE SYMBOL SHALL BE LOCATED AT ENTRANCES TO MEN’S TOILET AND BATHING FACILITIES. THE TRIANGLE SYMBOL SHALL BE AN EQUILATERAL TRIANGLE 1/4 INCH (6.4 MM) THICK WITH EDGES 12 INCHES (305 MM) LONG AND A VERTEX POINTING UPWARD. THE COLOR OF THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE COLOR OF THE DOOR OR SURFACE ON WHICH THE TRIANGLE SYMBOL IS MOUNTED, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. A CIRCLE SYMBOL SHALL BE LOCATED AT ENTRANCES TO WOMEN’S TOILET AND BATHING FACILITIES. THE CIRCLE SYMBOL SHALL BE 1/4 INCH (6.4 MM) THICK AND 12 INCHES (305 MM) IN DIAMETER. THE COLOR OF THE CIRCLE SYMBOL SHALL CONTRAST WITH THE COLOR OF THE DOOR OR SURFACE ON WHICH THE CIRCLE SYMBOL IS MOUNTED, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. NOTES 1. THESE SYMBOLS' COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOORS. 2. REFER TO DOOR HARDWARE GROUP SECTION OF THE SPECS. FOR ADA REQUIRED RESTROOM SIGNS AND LOCATIONS. TOP OF FLR. FIN. AT DOOR 15 A COMBINED CIRCLE AND TRIANGLE SYMBOL SHALL BE LOCATED AT ENTRANCES TO UNISEX TOILET AND BATHING FACILITIES. THE COMBINED CIRCLE AND TRIANGLE SYMBOL SHALL CONSIST OF A CIRCLE SYMBOL 1 /4 INCH (6.4 MM) THICK AND 12 INCHES (305 MM) IN DIAMETER WITH A 1 /4 INCH (6.4 MM) THICK EQUILATERAL TRIANGLE SYMBOL SUPERIMPOSED ON AND GEOMETRICALLY INSCRIBED WITHIN THE 12-INCH (305 MM) DIAMETER OF THE CIRCLE SYMBOL. THE VERTICES OF THE TRIANGLE SYMBOL SHALL BE LOCATED 1/4 INCH (6.4 MM) MAXIMUM FROM THE EDGE OF THE CIRCLE SYMBOL WITH A VERTEX POINTING UPWARD. THE COLOR OF THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE COLOR OF THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. THE COLOR OF THE CIRCLE SYMBOL SHALL CONTRAST WITH THE COLOR OF THE DOOR OR SURFACE ON WHICH THE COMBINED CIRCLE AND TRIANGLE SYMBOL IS MOUNTED, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND MOUNT BRAILLE SIGNAGE TO STRIKE SIDE OF DOOR, TYP. AT WALL RESTROOMMENWOMEN 5' - 0 " BO T T O M O F HI G H E S T L I N E OF T E X T 4' - 0 " BO T T O M O F LO W E S T L I N E OF B R A I L L E 6" 6" 2" 6" 6" 2" 6" 6" 2" 3A 2ND FLOOR EXISTING RESTROOM PLAN 8SCALE: 1/4" = 1'-0" 2ND FLOOR STAFF WOMEN'S RESTROOM 232 2ND FLOOR STAFF MEN'S RESTROOM 231 60" MIN DIAMETER CLEAR. 30"X48" CLEAR SPACE 30"X48" CLEAR SPACE 18" MIN. 18" MIN. 60" MIN DIAMETER CLEAR. 17"-18" 60 " M I N . 60" MIN. 30"X48" CLEAR SPACE 17"-18" 60 " M I N . 60" MIN. 44 " M I N . 32" MIN. 32" MIN. 60 " M I N . 4'-9" 60" MIN DIAMETER CLEAR. 30"X48" CLEAR SPACE ENLARGED YRC MEN'S RESTROOM #131 & WOMEN'S RESTROOM #132 PLAN 6SCALE: 1/4" = 1'-0"5SCALE: 1/4" = 1'-0" NEW MEN'S RESTROOM #147 2SCALE: 1/4" = 1'-0" EXISTING WOMEN'S RESTROOM #149 3SCALE: 1/4" = 1'-0" 1ST FLOOR EXISTING SHOWER & RESTROOM PLAN 7SCALE: 1/4" = 1'-0"1ST FLOOR NEW RESTROOM PLAN 4SCALE: 1/4" = 1'-0" 17"-18"60 " M I N . 8'-11" 3'-0" 17"-18" 48 " M I N . 9'-0" 32 " M I N . 30"X48" CLEAR SPACE 60" MIN DIAMETER CLEAR. 30"X48" CLEAR SPACE 30"X48" CLEAR SPACE 30"X48" CLEAR SPACE 30"X48" CLEAR SPACE 60" MIN DIAMETER CLEAR. 60" MIN DIAMETER CLEAR. 18 " M I N . 18 " M I N . 44" MIN. 32" MIN. 18" MIN. 30"X48" CLEAR SPACE 32" MIN. 18" MIN. 44 " M I N . 18 " MI N . 18 " MI N . 60" MIN DIAMETER CLEAR. 30"X48" CLEAR SPACE 60" MIN DIAMETER CLEAR. 60" MIN. 32 " M I N . 12 " MI N . 44" MIN.44" MIN. 44 " M I N . 32 " M I N . 12 " M I N . 60" MIN. 30"X48" CLEAR SPACE 44 " M I N . 44 " M I N . 30"X48" CLEAR SPACE 30"X48" CLEAR SPACE 1'-6" 18" MIN. 44 " M I N . 44 " M I N . 30"X48" CLEAR SPACE 60" MIN DIAMETER CLEAR. 60" MIN DIAMETER CLEAR. 17"-18" 60 " M I N . 60" MIN. 17"-18" 60 " M I N . 60" MIN. 32 " M I N . 32" MIN. 48" MIN. 1'-8" 1ST FLOOR - KEY PLAN 2ND FLOOR - KEY PLAN 6 - 5 - 2 - 3 - 7 - 4 - N N 8 - MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 MEN'S RESTROOM 189 WOMEN'S RESTROOM 188 (E) RESTROOM 149 (N) MEN'S RESTROOM 147 YRC WOMEN'S RESTROOM - NIC 144 YRC MEN'S RESTROOM - NIC 145 BLDG TELE. ROOM 143 YRC MEN'S RESTROOM - NIC 131 YRC WOMEN'S RESTROOM - NIC 132 JANITOR 142 18" MIN. 18 " M I N . 1ST & 2ND FLOOR 60 " M I N . DOOR WITH PUSH/PULL HARDWARE DOOR WITH PUSH/PULL HARDWARE 60" MIN DIAMETER CLEAR. 60" MIN DIAMETER CLEAR. 18" MIN. EXISTING RESTROOM TO REMAIN. SEE FULLY COMPLIANT WOMEN'S RESTROOM #149 & #188. EXISTING RESTROOM TO REMAIN. SEE FULLY COMPLIANT MEN'S RESTROOM #147 & #189. ENLARGED YRC MEN'S RESTROOM #145 & WOMEN'S RESTROOM #144 PLAN 48 " M I N . EXISTING RESTROOM TO REMAIN. SEE FULLY COMPLIANT WOMEN'S RESTROOM #149 & #188. EXISTING RESTROOM TO REMAIN. SEE FULLY COMPLIANT MEN'S RESTROOM #147 & #189. 60" MIN. 54 " M I N . 59 " " M I N . F O R FL O O R M O U N T E D T O I L E T S 60" MIN. 59 " M I N . F O R FL O O R M O U N T E D T O I L E T S 54 " M I N . 60" MIN DIAMETER CLEAR. 18 " M I N . 18 " M I N . 60" MIN DIAMETER CLEAR. PLUMBING FIXTURE QUANTITY WATER CLOSET URINAL LAVATORY AREA PLUMBING OCC. CALCULATION GROUP B ROOM NAME (SF) 8,323 150 56 GROUP B 3,726 30 NOTE: DRINKING FOUNTAIN SERVICE SINK TOTAL: FEMALE MALE VOCATIONAL/TRAINING GROUP B 24,206 150 OCCUPANT LOAD OFFICES/OPEN WORK AREAS FIRST FLOOR (AREA IN SCOPE) 1. OCCUPANT USE AND LOAD FACTOR PER CPC 422.1. APPLIED B-OCCUPANCY FOR OFFICE SPACE AND TRAINING FACILITIES NOT LOCATED WITHIN SCHOOL. 2. ACCESSORY AREAS SUCH AS, BUT NOT LIMITED TO, HALLWAYS/CORRIDORS, STAIRWAYS, RAMPS, TOILET ROOMS, MECHANICAL ROOMS, CLOSETS AND FIXED EQUIPMENT, MAY BE EXCLUDED WAREHOUSE GROUP B 2,104 4,000 124CONFERENCE ROOMS/BREAK AREAS 162 1 343 172 172 3 8 10 14 2 N/A 4 N/A 3 4 10 10 MALE FEMALE MALE FEMALE REQUIRED FIXTURES PROVIDED FIXTURES 2 3 1 1 LOAD FACTOR (1)USE (1) PLUMBING FIXTURE QUANTITY WATER CLOSET URINAL LAVATORY AREA PLUMBING OCC. CALCULATION GROUP B ROOM NAME (SF) 8,252 150 55 GROUP B 1,369 30 NOTE: DRINKING FOUNTAIN SERVICE SINK TOTAL: FEMALE MALE VOCATIONAL/TRAINING GROUP B 3,575 150 OCCUPANT LOAD OFFICES/OPEN WORK AREAS SECOND FLOOR (AREA IN SCOPE) 1. OCCUPANT USE AND LOAD FACTOR PER CPC 422.1. APPLIED B-OCCUPANCY FOR OFFICE SPACE AND TRAINING FACILITIES NOT LOCATED WITHIN SCHOOL. 2. ACCESSORY AREAS SUCH AS, BUT NOT LIMITED TO, HALLWAYS/CORRIDORS, STAIRWAYS, RAMPS, TOILET ROOMS, MECHANICAL ROOMS, CLOSETS AND FIXED EQUIPMENT, MAY BE EXCLUDED 46CONFERENCE ROOMS/BREAK AREAS 24 125 63 63 2 4 3 5 1 N/A 2 N/A 1 2 2 2 MALE FEMALE MALE FEMALE REQUIRED FIXTURES PROVIDED FIXTURES 1 1 1 1 LOAD FACTOR (1)USE (1) 17 " - 1 8 " 17 " - 1 8 " 17 " - 1 8 " 17 " - 1 8 " 3'-2" 30"X48" CLEAR SPACE 30"X48" CLEAR SPACE 18" MIN. 17"-18" 17"-18" 60" MIN. 60 " M I N . 60" MIN. 60 " M I N . DOOR WITH PUSH/PULL HARDWARE DOOR WITH PUSH/PULL HARDWARE 32" MIN. 32" MIN. 60 " M I N . 60 " M I N . 44 " M I N . 44 " M I N . 1 2 TO PERMIT 08/29/2024 DELTA 02 REVISION TO PERMIT 2 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 K N N N N N N PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT DOG KENNEL SHELTER PLANS AND ELEVATIONS DEMOLITION KEYNOTES CONSTRUCTION LEGEND AREA NOT IN CONTRACT (N.I.C.). EXISTING ITEM TO BE REMOVED OR DEMOLISHED. D.1 REMOVE EXISTING CONCRETE PAD. PREPARE AREA FOR NEW SLOPED CONCRETE PAD. PROTECT EXISTING BUILDING WALL AND CMU WALL IN PLACE, REPAIR AS REQUIRED. EXISTING CMU WALL TO REMAIN. PROTECT IN PLACE. CLEAN AND REPAIR AREAS DAMAGED BY DEMOLITION. EXISTING GLAZING TO REMAIN. PROTECT IN PLACE. CLEAN AND REPAIR AREAS DAMAGED BY DEMOLITION. D.2 D.4 N (E) PAVING SLAB TO REMAIN CONSTRUCTION KEYNOTES C.1 NEW CONCRETE PAD. SLOPE SLAB TOWARDS TRENCH DRAIN AT 1/4" PER FOOT MIN. SEE STRUCTURAL DRAWINGS. NEW DOG KENNEL BY OTHERS. NEW DOWNSPOUT TO SHEET FLOW ON TO PARKING LOT, ATTACH TO CMU WALL. PAINT TO MATCH CMU WALL COLOR. SEE PLUMBING DRAWINGS. NEW HOSE BIBB. EXTEND EXISTING WATER LINE. VERIFY LOCATION IN FIELD WITH CLIENT. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. C.2 C.3 C.4 C.6 CONSTRUCTION NOTES 1 VERIFY EXISTING UTILITIES AND FOOTINGS TO AVOID ANY CONFLICT WITH THE LOCATION OF NEW FOOTINGS AND CONCRETE CURBS. PROVIDE PIPE SLEEVES AS NEEDED. D.2 EXISTING BUILDING WALL TO REMAIN. PROTECT IN PLACE. CLEAN AND REPAIR AREAS DAMAGED BY DEMOLITION.D.3 D.3 D.4 EXISTING GATE TO REMAIN. CLEAN AND REPAIR AS NEEDED.D.5 D.5 D.2 3DOG KENNEL SHELTER DEMOLITION PLAN 1/4" = 1'-0" SCALE C.3 7DOG KENNEL SHELTER CONSTRUCTION PLAN 1/4" = 1'-0" SCALE11DOG KENNEL SHELTER REFLECTED CEILING PLAN 1/4" = 1'-0" SCALE C.7 15DOG KENNEL SHELTER ROOF PLAN 1/4" = 1'-0" SCALE C.8 NEW GFCI EXTERIOR RATED DUPLEX. PROVIDE WATER RESISTANT COVER. SEE ELECTRICAL DRAWINGS.C.5 C.7 NEW TRENCH DRAIN. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. 4DOG KENNEL SHELTER SECTION/ELEVATION 1/4" = 1'-0" SCALE 1/4" PER FOOT MIN. SLOPE C.7 1/8" = 1'-0" A-0.8 C.8 NEW CEILING MOUNTED LIGHT. MANUFACTURER: LITONIA LIGHTING. MODEL: CONTRACTOR SELECT CANOPY LIGHTING. SEE ELECTRICAL PLANS FOR MORE INFORMATION. C.9 NEW STEEL ROOF FRAMING PER STRUCTURAL. PAINT WITH TWO COATS PRIMER AND 2 COATS FINISH PAINT. COLOR: TBD C.10 NEW MINI-V-BEAM METAL PANEL ROOF. MANUFACTURER: AEP SPAN. CLASS "C" (UL DESIGN: TGFU.R16747) OR APPROVED EQUAL. PROVIDE 2% MIN. SLOPE. PAINT WITH RUST INHIBITIVE PAINT. C.11 NEW PRE-FINISHED 6" METAL GUTTER AND DOWNSPOUT. CONNECT DOWNSPOUT TO DRAIN PIPE. SEE CIVIL. C.12 NEW ROOF SUPPORT HSS LEDGER ATTACHED TO BUILDING WALL. SEE STRUCTURAL DRAWINGS. D.1 C.4 C.2 C.6 C.5 C.11 D.3 C.10 TYP. C.9 C.10 (N) SLOPE 1/4"/1'-0" MIN. (N) SLOPE 1/4"/1'-0" MIN. C.1 C.1 C.5 RO O F S U P P O R T S T R U C T U R E E Q . S P A C E D SE E S T R U C T U R A L C.2 C.2 SLOPE (1/4" PER FOOT MIN.) SLOPE (1/4" PER FOOT MIN.) SLOPE (1/4" PER FOOT MIN.) SLOPE (1/4" PER FOOT MIN.) SLOPE (1/4" PER FOOT MIN.) SLOPE (1/4" PER FOOT MIN.) TYP. EQ.EQ. CL CL SLOPE 1/4" PER FOOT MIN. SLOPE 1/4" PER FOOT MIN. 4 - 4 - 4 - 4 - C.6 NEW METAL PLATE BOLTED TO TOP OF EXISTING CMU WALL TO SUPPORT ROOF STRUCTURE. SEE STRUCTURAL DRAWINGS. C.12 D.2 C.3 C.8 C.9 C.1 CL CL CL 6' - 0 " EQ . EQ . EQ . 6' - 0 " INTERIOR EXTERIOR DOG KENNEL C.13 NEW METAL CLOSURE ANGLE AROUND ROOF SUPPORT STRUCTURE. SEE STRUCTURAL DRAWINGS. C.13 SLOPE 1/4" PER FOOT MIN. SLOPE 1/4" PER FOOT MIN. SLOPE 1/4" PER FOOT MIN. C.7 TYP.CL EQ . EQ . EQ.EQ. EQ . EQ . 8SCALE 1/4" = 1'-0" C.8 TYP. 4'-0" 7' - 4 " AL I G N W I D T H W I N D O W F R A M E 12'-9" EXTEND 6" BEYOND CMU 51 ' - 3 " AL I G N W I T H C M U W A L L ( V . I . F . ) D.3 D.2 GRADE +0'-0" T.O. EXISTING CMU WALL +10'-0" C.9 C.10 C.3 D.5 EXISTING BUILDING DOOR TO REMAIN.D.6 D.6 D.4 D.6 D.4 C.3 C.3 DOG KENNEL SHELTER ELEVATION C.10 8 - 8 - 8 - 8 - C.3 C.3 C.10 C.14 PROVIDE SHEET METAL FLASHING AND COUNTERFLASHING. PROVIDE SEALANT. C.15 PROVIDE VAPOR BARRIER UNDER SLAB. SEE STRUCTURAL. C.15 C.14 SAW CUT AND TRENCH AS REQUIRED FOR PROVIDING NEW AREA DRAIN AND PLUMBING LINES. SEE CONSTRUCTION PLAN.D.7 1 C.16 NEW AREA DRAIN, CENTER IN SPACE. SEE PLUMBING PLANS FOR MORE INFORMATION. C.17 GRIND EXISTING CONCRETE AS REQUIRED TO PROVIDE A 1/4" PER FOOT MIN. SLOPE TOWARDS AREA DRAIN. REPAIR, REFINISH, AND RESEAL CONCRETE TO MATCH PREVIOUS CONDITION. C.18 PROVIDE GRADUAL SLOPE FROM EDGE OF EXISTING PAVING TOWARDS TRENCH DRAIN TO PREVENT TRIPPING HAZARD. FIELD VERIFY TRENCH DRAIN AND TRIP HAZARD CONDITION, COORDINATE WITH CONSTRUCTION MANAGER AND ARCHITECT FOR APPROVAL. D.7C.16 C.17 C.17 SLOP E 1/4" P E R F O O T M I N . SLOP E 1/4" P E R F O O T M I N . SLOP E 1/4" P E R F O O T M I N . SLOP E 1/4" P E R F O O T M I N . 1 C.18 1 1 1 C.4C.5 1 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 CAL GREEN NOTES A-0.9 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 DEMOLITION PLAN LEGEND & KEYNOTES A-1.0 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 1ST & 2ND FLOOR DEMOLITION LEGEND EXISTING WALL TO REMAIN. EXISTING SINGLE DOOR TO REMAIN. CLEAN, REPAIR AND REPAINT DOOR PER FINISH PLANS AND DOOR SCHEDULE. EXISTING PARTITION TO BE DEMOLISHED AND REMOVED FROM SITE. EXISTING SINGLE TO BE REMOVED. REFER TO DEMOLITION KEYNOTES FOR MORE INFORMATION. REMOVE EXISTING OUTLETS AND PULL ALL WIRING BACK TO SUB-PANEL. PATCH/PREP. WALLS AS REQUIRED FOR NEW FINISH. DEMOLISH EXISTING FLOOR BOXES AND PULL ALL WIRING BACK TO SUB-PANEL. PATCH/REPAIR FLOOR AND PREPARE FOR NEW FINISH. AREA NOT IN CONTRACT (N.I.C.) DEMOLITION SHEET NOTES 1.REFER TO SHEETS A-0.2 AND A-0.3 FOR TYPICAL SPECIFICATIONS. REFER TO SHEET A-0.1 FOR GENERAL DRAFTING STANDARDS AND ABBREVIATIONS USED. REFER TO SHEET A-0.2 FOR GENERAL NOTES. REFER TO SHEET A-0.6A AND A-0.6B FOR DISABLED ACCESS NOTES. REFER TO SHEET A-0.1 FOR FIRE AND SAFETY NOTES. 2.REFER TO SHEET A-0.2 FOR TYPICAL DEMOLITION NOTES AND PATCHING AND CLEANING NOTES. 3.GC TO VERIFY IN FIELD IF WINDOWS ARE VISION WINDOWS OR SPANDREL GLASS. NO NEW WINDOWS SHALL BE/INSTALLED WITHOUT APPROVAL BY OWNER. INFORM OWNER AND ARCHITECT OF ANY SPANDREL GLASS DISCOVERED IN FIELD. GC TO LINE ITEM ANY WINDOWS ASSUMED TO BE NEW. DEMOLITION KEYNOTES EXISTING DOUBLE DOOR TO REMAIN. CLEAN, REPAIR AND REPAINT DOOR PER FINISH PLANS AND DOOR SCHEDULE. EXISTING DOUBLE TO BE REMOVED. REFER TO DEMOLITION KEYNOTES FOR MORE INFORMATION. EXISTING SLIDING DOOR TO BE REMOVED. EXISTING FRAMED SIDELIGHT/GLASS PARTITION TO BE REMOVED. EXISTING LOW WALL TO REMAIN. EXISTING FRAMED SIDELIGHT/GLASS PARTITION TO REMAIN. EXISTING LOW WALL TO BE REMOVED. FA EXISTING FIRE ALARM TO REMAIN. EXISTING FIRE EXTINGUISHER CABINET TO REMAIN. B K J H EXISTING FIRE EXTINGUISHER TO BE REMOVED. FA EXISTING FIRE ALARM TO BE REMOVED. EXISTING FIRE EXTINGUISHER CABINET TO BE REMOVED. FE EP EXISTING ELECTRICAL PANEL TO BE REMOVED. P EXISTING FIRE ALARM PANEL TO BE REMOVED. EXISTING FIRE ALARM TO BE REMOVED.FA EXISTING FLOOR DRAIN TO BE REMOVED. EXISTING BACKBOARD TO BE REMOVED. REMOVE EXISTING FIRE ALARM PANELS, CONDUITS, EQUIPMENT. REMOVE CABLES BACK TO ELECTRICAL PANELS AND PATCH AS NEEDED. 1.8 1.1 1.2 REMOVE INTERIOR TENANT NON-LOAD BEARING WALL AND ASSOCIATED ELECTRICAL, DATA, TELEPHONE AND J-BOXES U.O.N. REMOVE ALL WIRING BACK TO ELECTRICAL SUB-PANEL. REFER TO ELECTRICAL PLANS FOR ELECTRICAL PANELS TO REMAIN/RELOCATE/REMOVED. 1.3 REMOVE EXISTING DOORS AND FRAMES U.O.N. WHERE POSSIBLE, REUSE/ RELOCATE ALL EXISTING DOOR ASSEMBLIES IN NEW BUILD-OUT OR RETURN TO BUILDING STORAGE AS DIRECTED BY BUILDING OWNER. 1.4 REMOVE ALL FLOOR COVERING THROUGHOUT TENANT SPACE U.O.N. (SEE FINISH PLAN.) SCRAPE ALL FLOORS CLEAN OF ALL ADHESIVE, PAD, ETC. TO SMOOTH FINISH AND BROOM CLEAN. 1.5 REMOVE EXISTING WALL FINISHES U.O.N. (SEE FINISH PLAN.) SKIM COAT TENANT WALLS AS REQUIRED TO PREPARE FOR APPROVED FINISH. 1.6 REMOVE ALL EXISTING PLUMBING FIXTURES, PARTITIONS, AND ACCESSORIES. CAP OFF ALL RELATED PLUMBING AS NEEDED. SAVE PLUMBING FIXTURES FOR POSSIBLE REUSE. 1.7 EXISTING FLOORING AND FINISHES TO REMAIN IN COMMON AREA.1.9 CUT IN PORTION OF PERIMETER WALL FOR NEW EXTERIOR DOOR OPENING. MATCH EXISTING STORE FRONT DOOR HEIGHT AND DETAILS. SEE CONSTRUCTION PLAN AND DOOR SCHEDULE FOR MORE INFORMATION. 1.10 REMOVE EXISTING NON COMPLIANT DRINKING FOUNTAIN. CAP OFF PLUMBING AS REQUIRED. CUT IN FOR NEW 8' H CASED OPENING WITH GUARD RAILING. REFER TO CONSTRUCTION PLANS FOR ADDITIONAL INFO. REMOVE EXISTING PLATFORM AND SUPPORTING VERTICAL MEMBERS AND PATCH AFFECTED AREA. PREP FOR NEW CATWALK. 1.11 NOT USED1.12 NOT USED1.13 SFEC SAW CUT SLAB TO PROVIDE COLUMN FOOTING REINFORCING. PATCH AND REPAIR SLAB. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. 1.14 SAW CUT SLAB FOR NEW COLUMN AND COLUMN FOOTING. PATCH AND REPAIR SLAB. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. 1.15 CUT IN FOR NEW 3'-0" DOOR OPENING, MATCH EXISTING DOOR HEIGHT. SEE DOOR SCHEDULE.1.16 REMOVE EXISTING FIRE EXTINGUISHER CABINET. PREP OPENING FOR NEW. REFER TO NEW PLANS.1.17 B B CUT IN 32" CLEAR OPENING FOR PASSTHROUGH. REFER TO STRUCTURAL PLANS FOR ADDITIONAL INFO.1.18 SAW CUT SLAB TO PROVIDE NEW CONTINUOUS FOOTING. PATCH AND REPAIR SLAB. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.1.19 1 REMOVE EXISTING COLUMN FURRING. EXISTING 4" Ø COLUMN TO REMAIN.1.20 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 +8'-5" +100" +85" GFI +34" +60" SURFACE 5 5.1 6 7 7.9 8 9 10 11 12 134.7 FE ALARM FIRE ALARM PANEL B CHASE SURFACE B SFEC A B B.2 B.7 C D D.7 E 1ST FLOOR DEMOLITION PLAN A-1.0A 1/8" = 1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 1ST FLOOR MA T C H L I N E SE E S H E E T A - 1 . 0 B MA T C H L I N E SE E S H E E T A - 1 . 0 B SCOPE OF WORK "A" 1.4 1.4 1.4 1.3 TYP. 1.3 TYP. 1.8 KEY PLAN N DEMOLITION LEGEND DEMOLITION SHEET NOTES DEMOLITION KEYNOTES REFER TO SHEET A-1.0 FOR DEMOLITION LEGEND. REFER TO SHEET A-1.0 FOR SHEET NOTES. REFER TO SHEET A-1.0 FOR DEMOLITION KEYNOTES. 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.61.5 THROUGHOUT U.O.N. 1.9 1.2 1.17 B 1.4 B 1 1 1 1 1 1 1 1 1 1 1 1 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 +9" SURFACE +9" SURFACE +9" SURFACE +15" +9" SURFACE +9" SURFACE +9" SURFACE +9" SURFACE SURFACE +44" +44" +44" +44" K +36" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C GFI SFEC SFEC SFEC B +72" SFEC K +85" +63" GFI +44" +63" GFI +44" GFI K N +8'-5" 1ST FLOOR DEMOLITION PLAN A-1.0B 1/8" = 1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 1ST FLOOR MA T C H L I N E SE E S H E E T A - 1 . 0 A MA T C H L I N E SE E S H E E T A - 1 . 0 A SCOPE OF WORK "B" 1.10 1ST FLOOR KEY PLAN N DEMOLITION LEGEND DEMOLITION SHEET NOTES DEMOLITION KEYNOTES REFER TO SHEET A-1.0 FOR DEMOLITION LEGEND. REFER TO SHEET A-1.0 FOR SHEET NOTES. REFER TO SHEET A-1.0 FOR DEMOLITION KEYNOTES. 1.2 EXISTING FIRE RISER 1.10 1.10 1.10 1 A-0.8 1.14 1.14 1.141.14 1.14 1.14 1.14 1.14 1.15 1.15 1.11 1.11 B 1.17 1.16 1.16 1.16 1.16 B B B B B 1.16 B 1.18 B B B B 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.19 1.15 1.15 1.15 1.20 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 K TRANSFORMER TRANSFORMER TRANSFORMER EP CHILLERPUMP CONTROLPANEL B +14"GFI B GFI+44"+44" GFI +44" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 1112 13 14 15 16 17 18 19 20 21 2223 24 R R R R R R RR B+34"B+34"B+44" ELEVATORPUSHBUTTON B B B+44" B+44" SFEC SFEC SFEC SFEC GFI K TRANSFORMER TRANSFORMER TRANSFORMER EP CHILLER PUMP CONTROL PANEL B +14" GFI B GFI +44"+44" GFI +44" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 B +34" B +34" B +44" ELEVATOR PUSH BUTTON B B B B +44"SURFACE +48" +44" +44" SURFACE SURFACE SURFACE B+13" +13" B+44" B +44" SFEC SFEC SFEC SFEC SFEC GFI 2ND FLOOR DEMOLITION PLAN A-1.0C 1/8" = 1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 2ND FLOOR SCOPE OF WORK OPEN TO BELOW 1.3 KEY PLAN N DEMOLITION LEGEND DEMOLITION SHEET NOTES DEMOLITION KEYNOTES REFER TO SHEET A-1.0 FOR DEMOLITION LEGEND. REFER TO SHEET A-1.0 FOR SHEET NOTES. REFER TO SHEET A-1.0 FOR DEMOLITION KEYNOTES. 1.1 1.4 1.4 1.3 1.11 1.17 1.17 1.17 1.17 B B B B 1.16 B 1 1 1 1 1 1 1 1 1 1 1 1.20 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 DEMOLITION CEILING PLAN LEGEND & KEYNOTES A-1.1 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 1ST & 2ND FLOOR DEMOLITION CEILING KEYNOTES DEMOLITION CEILING LEGEND EXISTING PARTITION TO REMAIN. EXISTING PARTITION TO BE DEMOLISHED AND REMOVED FROM SITE. EXISTING CEILING GRID AND CEILING TILE IS TO REMAIN. EXISTING LIGHTING TO REMAIN. EXISTING SOFFIT TO REMAIN. EXISTING CEILING GRID AND CEILING TILE IS TO BE REMOVED AND DISCARDED. EXISTING LIGHTING TO BE REMOVED AND DISCARDED. (VERIFY WITH BUILDING MANAGER IF FIXTURE IS TO BE RETURNED TO THE BUILDING MANAGER FOR STOCKING.) AREA NOT IN CONTRACT (N.I.C.) EXISTING LIGHT FIXTURE TO BE REMOVED. EXISTING LIGHT FIXTURE TO REMAIN. EXISTING CEILING MOUNTED EXIT SIGN TO BE REMOVED. EXISTING CEILING MOUNTED EXIT SIGN TO REMAIN. OPEN CEILING. EXISTING SOFFIT TO BE REMOVED. EXISTING LIGHT FIXTURE TO REMAIN. EXISTING SQUARE DOWNLIGHT FIXTURE TO REMAIN. EXISTING DOWNLIGHT TO REMAIN. EXISTING LIGHT FIXTURE TO BE REMOVED. GENERAL CONTRACTOR TO REWORK HVAC SYSTEMS ALONG NEW DEMISING PARTITION TO PROVIDE SUITE SEPARATION AND ELIMINATE CROSS ZONING.1 GENERAL CONTRACTOR TO PROVIDE SEPARATION OF LIGHTING CONTROLS BETWEEN SUITES.2 3 REMOVE EXISTING CEILING LIGHT FIXTURES, LOW-VOLTAGE DEVICES AND EXIT SIGNS. REMOVE ALL WIRING BACK TO ELECTRICAL SUB-PANEL. RETURN ANY LIGHT FIXTURES AND LOW-VOLTAGE DEVICES IN GOOD CONDITION TO BUILDING OWNER. 4 REMOVE EXISTING DRYWALL HARD-LID CEILING. CONTRACTOR TO VERIFY OVERHEAD PLUMBING, MECHANICAL AND CONDUIT BRACING. CONTRACTOR TO PROTECT DURING DEMOLITION AND REWORK/RE-ATTACH AS REQUIRED. REMOVE BRACING NOT REQUIRED AS NEEDED. 5 REMOVE EXISTING T-BAR CEILING. REMOVE ALL SUPPORTING WIRES AND BRACING FOR NEW FLOOR PLAN LAYOUT. SAVE GRID WHERE POSSIBLE AND RE-USE OR RETURN ANY CEILING TILES IN GOOD CONDITION TO BUILDING STORAGE AS DIRECTED BY BUILDING OWNER. 6 REMOVE EXISTING RECESSED DOWNLIGHTS, PREP FOR NEW LIGHT FIXTURES PER NEW LAYOUT.7 EXISTING LIGHT FIXTURE TO REMAIN.8 REWORK EXISTING FIRE LIFE SAFETY AND FIRE SPRINKLER SYSTEM PER NEW LAYOUT THROUGHOUT SCOPE AREA. EXISTING LIGHT FIXTURE TO BE REMOVED. EXISTING LIGHT FIXTURE TO REMAIN. NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 K +85" +63" GFI +44" +63" GFI +44" GFI K N +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-10" +7'-9"+6'-8"+6'-11" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 +21'-5" +6'-8" +8'-7"+8'-7" +21'-1" +20'-9" +8'-7" +8'-7" +8'-7" +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" A B B.2 B.7 C D D.7 E PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT A-1.1A 1ST FLOOR 1ST FLOOR DEMOLITION CEILING PLAN 1/8" = 1'-0" MA T C H L I N E SE E S H E E T A - 1 . 1 B MA T C H L I N E SE E S H E E T A - 1 . 1 B SCOPE OF WORK "A" 5 4 6 4 8 8 8 8 DEMOLITION CEILING KEYNOTES DEMOLITION CEILING LEGEND KEY PLAN N REFER TO SHEET A-1.1 FOR DEMOLITION CEILING LEGEND. REFER TO SHEET A-1.1 FOR DEMOLITION CEILING KEYNOTES. 77 1 2 3 THROUGHOUT, U.ON. 3 THROUGHOUT, U.ON. 3 THROUGHOUT, U.ON. NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +8'-4" +12'-3" -OPEN +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6"+8'-4" +8'-6" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-6" +8'-7" +8'-6" K +85" +63" GFI +44" +63" GFI +44" GFI K N PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT A-1.1B 1ST FLOOR 1ST FLOOR DEMOLITION CEILING PLAN 1/8" = 1'-0" MA T C H L I N E SE E S H E E T A - 1 . 1 A MA T C H L I N E SE E S H E E T A - 1 . 1 A SCOPE OF WORK "B" DEMOLITION CEILING KEYNOTES DEMOLITION CEILING LEGEND KEY PLAN N REFER TO SHEET A-1.1 FOR DEMOLITION CEILING LEGEND. REFER TO SHEET A-1.1 FOR DEMOLITION CEILING KEYNOTES.3 THROUGHOUT, U.ON. 3 THROUGHOUT, U.ON. 3 THROUGHOUT, U.ON. 3 THROUGHOUT, U.ON. 3 THROUGHOUT, U.ON. 1 1 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 1112 13 14 15 16 17 18 19 20 21 2223 24 R R R R R R RR SFEC SFEC SFEC SFEC +8'-6" +8'-6" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 SFEC SFEC SFEC SFEC A-1.1C 2ND FLOOR DEMOLITION CEILING PLAN 1/8" = 1'-0" SCOPE OF WORK 2ND FLOOR 8 8 8 8 1 2 DEMOLITION CEILING KEYNOTES DEMOLITION CEILING LEGEND KEY PLAN N REFER TO SHEET A-1.1 FOR DEMOLITION CEILING LEGEND. REFER TO SHEET A-1.1 FOR DEMOLITION CEILING KEYNOTES. 3 THROUGHOUT, U.ON. 3 THROUGHOUT, U.ON. 3 THROUGHOUT, U.ON. 1 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 TYPE A AND C SINGLE SOLID CORE WOOD DOOR, U.O.N. SC H E D U L E D TYPE E DOUBLE SOLID CORE WOOD DOOR SC H E D U L E D TYPE D SINGLE SOLID CORE WOOD DOOR WITH 36" INTEGRAL SIDELIGHT, U.O.N. SC H E D U L E D 3'-0" 24 " 48 " H I G H 3M W I N D O W F I L M TYPE B DOUBLE STOREFRONT DOORS TYPE F SOLID CORE WOOD WITH GLASS PANEL DOOR SCHEDULED SC H E D U L E D SCHEDULED SC H E D U L E D TYPE G SINGLE STOREFRONT DOORS DOOR NOTES: 1. DOOR THRESHOLDS: LANDINGS OR FLOOR LEVEL AT DOORS SHALL NOT BE MORE THAN 1/2" INCH BELOW THE THRESHOLD. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 1/4" INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL. (CBC 11BB.404.2.5.) REFER TO THIS SHEET FOR THRESHOLD DETAILS PER DOOR SCHEDULE. 2. MAXIMUM FORCE FOR PUSHING OR PULLING OPEN, EXTERIOR OR INTERIOR HINGED DOORS WITH CLOSERS AND SLIDING OR FOLDING DOORS, SHALL NOT EXCEED FIVE POUNDS. MINIMUM ALLOWABLE OPENING FORCE, FOR FIRE DOORS, NOT TO EXCEED 15 POUNDS. (11B-404.2.9) "FIRE AUTHORITY NOTES" ALL RATED DOOR ASSEMBLIES SHALL BE SELF-OR AUTOMATIC-CLOSING. CBC 716.5.9 EXCEPTION FOR ELEVATOR AND HOISTWAY ENCLOSURE DOORS AT THE LEVEL OF EXIT DISCHARGE. 20A&B 20E 20A&B 20E 20A&B 20E 20C 20F 20A&B 20E 20A&B 20E TYPE H SINGLE SOLID CORE WOOD DOOR WITH GLASS INLET 20A&B 20E SC H E D U L E D SC H E D U L E D SCHLUTER- RENO-TK TRANSITION IN SATIN ALUMINUM, REFER TO FINISH PLAN FOR LOCATION. (GC TO VERIFY HEIGHT WITH FLOORING MATERIALS) TILE OR WOOD (REFER TO FINISH PLAN) CARPET (REFER TO FINISH PLAN) EXISTING SUBSTRATE 355CS 371 434A 420 797 S 88 PF 180 ZERO REESE PEMKO NATIONAL GUARD AUTOMATIC DOOR BOTTOMASTRAGALPERIMETERMANUFACTURER FOAM SEAL 40 & 41 367A SURFACE APPLIED DOOR BOTTOM (ALTERNATE) SOLID CORE WOOD OR HOLLOW METAL SOLID CORE WOOD OR HOLLOW METAL SELF ADHESIVE SILICONE OR NEOPRENE SEAL NOTES: 1. INSTALL DOOR IN FRAME WITH 1/8" MAX. TOLERANCE @ HEAD, HINGE & STRIKE JAMB. 2. PERIMETER SEAL SHALL ALWAYS BE MIN. SEMI COMPRESSED WITH DOOR CLOSED. 3. IF TOLERANCE @ PERIMETER IS GREATER THAN 1/8" & DOOR CANNOT BE ADJUSTED, REPLACE WITH 1/2" SEAL INSTEAD OF 1/4" SEAL. 4. ALL GAPS @ INTERSECTION OF ASTRAGAL & AUTOMATIC DOOR BOTTOM SHALL BE SEALED. 5. FOR DOUBLE INTERCONNECTING DOORS PROVIDE PERIMETER SEALS AND AUTOMATIC DOOR BOTTOMS. 6. IF REQUIRED, SUBSTITUTE A SURFACE APPLIED AUTOMATIC DOOR BOTTOM PEMKO 430AS OR EQUAL. SMOOTH WOOD, STONE OR METAL THRESHOLD 1/4" MAX. AUTOMATIC DOOR BOTTOM ASTRAGAL SEAL HINGE JAMB STRIKE JAMB (HEAD SIMILAR) 6" PEMKO COMMERCIAL THRESHOLD (No.256) CARPET FINISH EXISTING EXTERIOR FINISH 1:2 EXISTING CONCRETE SLAB 1/ 2 " M A X . 6" PEMKO COMMERCIAL THRESHOLD (No.256) CARPET FINISH EXISTING EXTERIOR FINISH 1:2 EXISTING CONCRETE SLAB 1/ 4 " 4" PEMKO COMMERCIAL THRESHOLD (No. 2364) CARPET FINISH ASTRAGAL BOTTOM SEAL DOOR PER SCHEDULE 1/ 4 " M A X . EXISTING CONCRETE SLAB DOOR PER SCHEDULE 1/2"1/2" 1/ 4 " M A X . 1/ 2 " M A X . FLOOR LINE THRESHOLD SET IN EPOXY MORTAR MAXIMUM SLOPE OF BEVEL 1:2 CARPET WHERE OCCURS FINISH FLOOR MATERIAL (SEE FINISH PLAN) REFER TO WALL TYPE LINE DOOR FRAME BEYOND TILE OR WOOD (REFER TO FINISH PLAN) EXISTING SUBSTRATE WOOD FLOOR (REFER TO FINISH PLAN) CTC EDGE ANODIZED ALUMINUM TRANSITION CARPET (REFER TO FINISH PLAN) VCT (REFER TO FINISH PLAN) "JOHNSONITE" CTA-XX-A RUBBER TRANSITION. REFER TO FINISH PLAN FOR LOCATION. COLOR: TBD PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT DOOR, HARDWARE SCHEDULE AND DOOR DETAILS N.T.S A-10.1 AS NOTED 1/2" TRANSITION RATED THRESHOLD DETAIL SCALE: N.T.S RATED THRESHOLD DETAIL SCALE: N.T.S 1/4" TRANSITION RATED THRESHOLD DETAIL SCALE: N.T.S THRESHOLD DETAIL SCALE: N.T.S VCT / CARPET TRANSITION DETAIL SCALE: N.T.S CARPET / TILE TRANSITION DETAIL SCALE: N.T.S HW / CARPET TRANSITION DETAIL SCALE: N.T.S DOOR SEAL DETAILS 6SCALE:12 511 10 4 39 DOOR AND FRAME TYPES 1ST & 2ND FLOOR GROUP 1 SINGLE DOOR NON-RATED (LATCHSET) QTY DESCRIPTION 4 HINGES: FULL MORTISE HAGAR BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LATCHSET-SCHLAGE L SERIES W/07 LEVER SATIN CHROME FINISH 1 STRIKE: SCHLAGE 1 FLOOR STOP: MOCKETT DS3, SSTL FINISH NOTE:PROVIDE NORTON CLOSER AT RESTROOMS PROVIDE PUSH/PULL HARDWARE AT RESTROOM 188 AND 189 HARDWARE SCHEDULE GROUP 2 SINGLE DOOR NON-RATED (LOCKSET) QTY DESCRIPTION 4 HINGES: FULL MORTISE HAGAR BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: SCHLAGE L SERIES W/07 LEVER SATIN CHROME FINISH 1 STRIKE: SCHLAGE SATIN CHROME FINISH 1 FLOOR STOP: MOCKETT DS3 SSTL FINISH GROUP 3 SINGLE DOOR RATED CARD READER (FAIL SAFE) QTY DESCRIPTION 4 HINGES: FULL MORTISE HAGAR BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: ELECTRIFIED SCHLAGE L SERIES W/07 LEVER SATIN CHROME FINISH, FAILSAFE 1 STRIKE: SCHLAGE 1 CLOSER: NORTON 1 DOOR SEAL: PEMKO 1 THRESHOLD: РЕМКО 1 FLOOR STOP: MOCKETT DS3 SSTL FINISH GROUP 4 SINGLE DOOR NON-RATED CARD READER (FAIL SAFE) QTY DESCRIPTION 4 HINGES: FULL MORTISE HAGAR BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: ELECTRIFIED SCHLAGE L SERIES W/07 LEVER SATIN CHROME FINISH, FAILSAFE 1 STRIKE: SCHLAGE 1 CLOSER: NORTON 1 FLOOR STOP MOCKETT DS3 SSTL FINISH GROUP 5 SINGLE DOOR RATED (LOCKSET) QTY DESCRIPTION 4 HINGES: FULL MORTISE HAGAR BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: SCHLAGE L SERIES W/07 LEVER SATIN CHROME FINISH 1 STRIKE: SCHLAGE SATIN CHROME FINISH 1 DUST PROOF STRIKE 1 CLOSER: NORTON OR EQUAL 1 DOOR SEAL: PEMKO 1 THRESHOLD: PEMKO (BLACK) 1 FLOOR STOP: MOCKETT DS3 SSTL FINISH 1 TRIMCO FLUSHBOLT FOR INACTIVE LEAF (PROVIDE E HINGES AS REQUIRED) GROUP 6 DOUBLE DOOR RATED CARD READER (FAIL SAFE) QTY DESCRIPTION 8 HINGES: FULL MORTISE BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: ELECTRIFIED SCHLAGE L SERIES W/07 LEVER SATIN CHROME FINISH, FAILSAFE 1 STRIKE: SCHLAGE 1 AUTO FLUSH BOLT 1 DUST PROOF STRIKE 1 COORDINATOR: TRIMCO 2 CLOSER: NORTON OR EQUAL 1 DOOR SEAL: PEMKO 1 THRESHOLD: PEMKO (BLACK) 2 FLOOR STOP: MOCKETT DS3 SSTL FINISH 1 TRIMCO FLUSHBOLT FOR INACTIVE LEAF (PROVIDE E HINGES AS REQUIRED) GROUP 7 DOUBLE DOOR NON-RATED CARD READER (FAIL SAFE) QTY DESCRIPTION 8 HINGES: FULL MORTISE BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: ELECTRIFIED SCHLAGE L SERIES W/07 LEVER SATIN CHROME FINISH, FAILSAFE 1 STRIKE: SCHLAGE 1 AUTO FLUSH BOLT 1 COORDINATOR: TRIMCO 2 CLOSER: NORTON OR EQUAL 1 DOOR SEAL: PEMKO 2 FLOOR STOP: MOCKETT DS3 SSTL FINISH 1 TRIMCO FLUSHBOLT FOR INACTIVE LEAF (PROVIDE E HINGES AS REQUIRED) GROUP 9 DOUBLE DOOR NON-RATED (LOCKSET) QTY DESCRIPTION 8 HINGES: FULL MORTISE BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: SCHLAGE L SERIES W/07 SATIN CHROME FINISH 1 STRIKE: SCHLAGE SATIN CHROME FINISH 1 AUTO FLUSH BOLT 1 COORDINATOR: TRIMCO 2 CLOSER: NORTON OR EQUAL 1 DOOR SEAL: PEMKO 2 FLOOR STOP: MOCKETT DS3 SSTL FINISH 1 TRIMCO FLUSHBOLT FOR INACTIVE LEAF (PROVIDE E HINGES AS REQUIRED) (PROVIDE STORAGE LOCKSET AT 185A AND 186A) GROUP 10 DOUBLE DOOR RATED (LOCKSET) QTY DESCRIPTION 8 HINGES: FULL MORTISE BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: SCHLAGE L SERIES W/07 SATIN CHROME FINISH 1 STRIKE: SCHLAGE SATIN CHROME FINISH 1 AUTO FLUSH BOLT 1 DUST PROOF STRIKE 1 COORDINATOR: TRIMCO 2 CLOSER: NORTON OR EQUAL 1 DOOR SEAL: PEMKO 1 THRESHOLD: PEMKO (BLACK) 2 FLOOR STOP: MOCKETT DS3 SSTL FINISH 1 TRIMCO FLUSHBOLT FOR INACTIVE LEAF (PROVIDE E HINGES AS REQUIRED) GROUP 11 SINGLE DOOR NON-RATED (LOCKSET WITH OCCUPANCY INDICATOR) QTY DESCRIPTION 4 HINGES: FULL MORTISE HAGAR BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET WITH OCCUPANCY INDICATOR 1 STRIKE: SCHLAGE SATIN CHROME FINISH 1 FLOOR STOP: MOCKETT DS3 SSTL FINISH 1 CLOSER: NORTON OR EQUAL 1 COAT HOOK: BUILDING STANDARD GROUP 12 SINGLE DOOR RATED CARD READER WITH PANIC HARDWARE (FAIL SAFE) QTY DESCRIPTION 4 HINGES: FULL MORTISE HAGAR BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: ELECTRIFIED SCHLAGE L SERIES W/07 LEVER SATIN CHROME FINISH, FAILSAFE 1 PANIC HARDWARE 1 STRIKE: SCHLAGE 1 CLOSER: NORTON 1 DOOR SEAL: PEMKO 1 THRESHOLD: PEMKO 1 FLOOR STOP: MOCKETT DS3 SSTL FINISH GROUP 13 DOUBLE STOREFRONT ENTRY DOOR WITH CARD READER (FAIL SAFE) QTY DESCRIPTION 8 BUILDING STANDARD HINGES 1 BUILDING STANDARD LOCK SET, NO PANIC 1 RAIL: TOP RAIL 4". BOTTOM RAIL: 10". FINISH: SATIN STAINLESS STEEL 1 EXTERIOR HANDLES: PRL OPTION "F" 1 LOW PROFILE CONCEALED FLOOR CLOSER: NORTON OR APPROVED EQUAL. 1 THRESHOLD: COORDINATE WITH FLOOR CLOSER 1 DOUBLE ELECTRIFIED STRIKE HES 9500-24D-LBM 1 CARD READER: BY OTHERS NOTE #1:LOW "E" TEMPERED GLASS NOTE #2:REFER TO DOOR SCHEDULE AND POWER PLAN FOR CARD READERS. COORDINATE WITH TENANT'S SECURITY VENDOR ON REQUIREMENTS. GROUP 14 SINGLE STOREFRONT ENTRY DOOR WITH PANIC HARDWARE AND CARD READER (FAIL SAFE) QTY DESCRIPTION 4 OFFSET PIVOT HINGES: ARCADIA MFG. STD. 1 PANIC HARDWARE: PRL PANIC HARDWARE HANDLE. MODEL: PL100F. 1 RAIL: TOP RAIL 4". BOTTOM RAIL: 10". FINISH: SATIN STAINLESS STEEL 1 EXTERIOR HANDLES: PRL OPTION "F" 1 LOW PROFILE CONCEALED FLOOR CLOSER: NORTON OR APPROVED EQUAL. 1 THRESHOLD: COORDINATE WITH FLOOR CLOSER 1 DOUBLE ELECTRIFIED STRIKE HES 9500-24D-LBM 1 CARD READER: BY OTHERS NOTE #1:LOW "E" TEMPERED GLASS NOTE #2:REFER TO DOOR SCHEDULE AND POWER PLAN FOR CARD READERS. COORDINATE WITH TENANT'S SECURITY VENDOR ON REQUIREMENTS. GROUP 15 SINGLE STOREFRONT ENTRY DOOR WITH CARD READER (FAIL SAFE) QTY DESCRIPTION 4 BUILDING STANDARD HINGES 1 BUILDING STANDARD LOCK SET, NO PANIC 1 RAIL: TOP RAIL 4". BOTTOM RAIL: 10". FINISH: SATIN STAINLESS STEEL 1 EXTERIOR HANDLES: PRL OPTION "F" 1 LOW PROFILE CONCEALED FLOOR CLOSER: NORTON OR APPROVED EQUAL. 1 THRESHOLD: COORDINATE WITH FLOOR CLOSER 1 DOUBLE ELECTRIFIED STRIKE HES 9500-24D-LBM 1 CARD READER: BY OTHERS NOTE #1:LOW "E" TEMPERED GLASS NOTE #2:REFER TO DOOR SCHEDULE AND POWER PLAN FOR CARD READERS. COORDINATE WITH TENANT'S SECURITY VENDOR ON REQUIREMENTS. GROUP 16 SINGLE DOOR RATED (CYPHER LOCK) QTY DESCRIPTION 4 HINGES: FULL MORTISE HAGAR BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: CYPHER LOCK W/07 LEVER SATIN CHROME FINISH 1 STRIKE: SCHLAGE SATIN CHROME FINISH 1 DUST PROOF STRIKE 1 CLOSER: NORTON OR EQUAL 1 DOOR SEAL: PEMKO 1 THRESHOLD: PEMKO (BLACK) 1 FLOOR STOP: MOCKETT DS3 SSTL FINISH 1 TRIMCO FLUSHBOLT FOR INACTIVE LEAF (PROVIDE E HINGES AS REQUIRED) DOOR DETAILS 20A - HEAD DETAIL 20B - HEAD DETAIL 20E - JAMB DETAIL 20F - JAMB DETAIL 20C - HEAD DETAIL 20D - HEAD DETAIL TYPICAL NOTES: 1. REFER TO SHEET A-2.0 FOR PARTITION TYPES. 2. REFER TO DOOR SCHEDULE FOR DOOR, FRAMES AND FINISHES. 3. ALL GLAZING THICKNESS TO BE PER PROVIDED DETAILS ON A-30.4, U.O.N. 4. AT ONE HOUR PARTITIONS USE 45 MIN. FIRE RATED MET. FRAMES AND CLEAR, WIRED-GLASS WITH THICKNESS PER PROVIDED DETAILS ON A-30.4. WIRED TO RUN IN A HORIZ. DIRECTION, U.O.N. 20G - HEAD DETAIL 20H - HEAD DETAIL B B GROUP 8 SINGLE DOOR RATED (LATCHSET) QTY DESCRIPTION 4 HINGES: FULL MORTISE HAGAR BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LATCHSET-SCHLAGE L SERIES W/07 LEVER SATIN CHROME FINISH 1 STRIKE: SCHLAGE SATIN CHROME FINISH 1 DUST PROOF STRIKE 1 CLOSER: NORTON OR EQUAL 1 DOOR SEAL: PEMKO 1 THRESHOLD: PEMKO (BLACK) 1 FLOOR STOP: MOCKETT DS3 SSTL FINISH 1 TRIMCO FLUSHBOLT FOR INACTIVE LEAF (PROVIDE E HINGES AS REQUIRED) B GROUP 17 SINGLE DOOR NON RATED CARD READER WITH PANIC HARDWARE (FAIL SAFE) QTY DESCRIPTION 4 HINGES: FULL MORTISE HAGAR BB1191 4 1/2"X4 1/2" SATIN CHROME FINISH 1 LOCKSET: ELECTRIFIED SCHLAGE L SERIES W/07 LEVER SATIN CHROME FINISH, FAILSAFE 1 PANIC HARDWARE 1 STRIKE: SCHLAGE 1 CLOSER: NORTON 1 DOOR SEAL: PЕМКО 1 THRESHOLD: PЕМКО 1 FLOOR STOP: MOCKETT DS3 SSTL FINISH BB 213 214 241 2ND FLOOR DOOR AND FRAME SCHEDULE_CONT. DOOR SPECIFICATION FRAME SPECIFICATION REMARKS HARDWARE GROUP MANUFACTURE MATERIAL FINISH HEAD JAMB DETAILS FINISHMATERIAL FIRE RATING FIRE RATINGNUM.ROOM NAME TYPE WIDTH HEIGHT SIZE THICK 215 212 240 210 PRIVATE OFFICE 04 3'-0"-1-3/4"(E)(E)2-(E)(E)(E)(E)---- PRIVATE OFFICE 07 3'-0"-1-3/4"(E)(E)2-(E)(E)(E)(E)---- PRIVATE OFFICE 08 3'-0"-1-3/4"(E)(E)2-(E)(E)(E)(E)---- PRIVATE OFFICE 05 3'-0"-1-3/4"(E)(E)2-(E)(E)(E)(E)---- PRIVATE OFFICE 03 3'-0"-1-3/4"(E)(E)2-(E)(E)(E)(E)---- PRIVATE OFFICE 3'-0"-1-3/4"(E)(E)2-(E)(E)(E)(E)---- PRIVATE OFFICE 3'-0"-1-3/4"(E)(E)2-(E)(E)(E)(E)---- B NOT USED NOT USEDB B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 8'-0" 8'-0" 8'-0" 8'-0" 1ST FLOOR DOOR AND FRAME SCHEDULE DOOR SPECIFICATION FRAME SPECIFICATION REMARKS HARDWARE GROUP MANUFACTURE MATERIAL FINISH HEAD JAMB DETAILS FINISHMATERIAL FIRE RATING DOOR SCHEDULE A-10.0 AS NOTED FIRE RATING PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT NUM.ROOM NAME TYPE WIDTH HEIGHT SIZE THICK ---CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING1220 MIN.MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD1-3/4"8'-0"3'-0"AEXISTING 1-HR. RATED CORRIDOR101 PROVIDE 3M WINDOW FILM AT SIDELITE1 13'-0"DCOMPUTER LAB103 --1CVOCATIONAL TRAINING MULTI-PURPOSE ROOM 01104 -- -- --3'-0"VOCATIONAL TRAINING MULTI-PURPOSE ROOM 02106 --3'-0"CYRC DJCO OFFICE113 -114 -115 -116 -117 -118 -119 -120 -121 --122 --123 --124 --125 --126 --127 ---128 --2-3'-0"C129 --1-3'-0"CCOPY/PRINT AND STORAGE130 -1220 MIN. -- -- -- -- -- --- -1220 MIN.3'-0"A141 --3'-0"CYRC MEN'S LOCKER146 --3'-0"C(N) MEN'S RESTROOM147 -- -- --13- -2 -- 3'-0"D YRC WAITING 156 - 3'-0"DYRC WAITING155A -1 3'-0"DGROUP OFFICE157 - 3'-0"DYRC SENSORY OFFICE158 - --13'-0"CYRC STAFF BREAK ROOM159 --MATCH EXISTING14-3'-0"GYRC STAFF BREAK ROOM159A -1-3'-0"DDCT READY OFFICE160 --2-3'-0"TVS MAT TRAINING ROOM 01161 --2-CTVS MAT STORAGE162 --2- --DDCT INSTRUCTOR OFFICE163 COAT HOOKS AT 60" AFF.--11-CCHANGING ROOM164 ----165 ----166 ----167 ----168 ----169 ----170 ----171 ----172 ----173 --1-HTVS ACADEMY OFFICE174 -11-CACCESSIBLE CHANGING ROOM175 --1-TVS BREAK ROOM176 ----14- --1-TVS LIBRARY177 --1- --1- ----- ----- --- --2- 1ST FLOOR DOOR AND FRAME SCHEDULE_CONT. DOOR SPECIFICATION FRAME SPECIFICATION REMARKS HARDWARE GROUP MANUFACTURE MATERIAL FINISH HEAD JAMB DETAILS FINISHMATERIAL FIRE RATING FIRE RATINGNUM.ROOM NAME TYPE WIDTH HEIGHT SIZE THICK --2- --2- --2- --2- --2- --1-WOMEN'S RESTROOM188 --1-MEN'S RESTROOM189 --4-TVS RECEPTION190 --4-TVS ADMIN OFFICE191 --2-3'-0"TVS CLASSROOM 01192 --- --2-CRANGE OFFICE195 --4- --9- --23'-0"HALLWAY197 --96'-0"TVS SCENARIO TRAINING ROOM 02198 --23'-0"198A --78'-0"198B --4-3'-0"198C -23'-0"DDROP IN OFFICE199 -3'-0"CDROP IN OFFICE200 --C201 --CHALLWAY201A --RANGE OFFICE/OPEN WORK/STORAGE202 --7-YRC WAREHOUSE203 ---YRC CLASSROOM204 --11MOTHER'S ROOM206 --3MDF207 --17HALLWAY208 --2-3'-0"CTVS WELLNESS MULTIUSE OFFICE201 PROVIDE 3M WINDOW FILM AT SIDELITE-2-3'-0"DPRIVATE OFFICE202 PROVIDE 3M WINDOW FILM AT SIDELITE-2- 2ND FLOOR STAFF BREAK ROOM206 --1- PRIVATE OFFICE 02207 -2-(E) PRIVATE OFFICE 01208 -2- TVS PRINT/COPY217 --1- TVS ASSIT. DIV. DIRECTOR AM2 OFFICE218 -2- TVS STORAGE219 --2- TVS STORAGE219A --2- TVS CONFERENCE 01220 -1- RANGE MASTER OFFICE 02222 -2- -2- --2- RANGE MASTER OFFICE 04225 -2- TVS PRODUCTION STUDIO/LAB226 --2- RANGE SUPPLY ROOM227 --2- RANGE CONFERENCE228 REUSE EXISTING DOOR AND FRAMED GLASS ASSEMBLY PROVIDE 3M WINDOW FILM AT SIDELITE-1- OFFICE/ STORAGE229 --2- OFFICE/ STORAGE235 --2- HALLWAY236 --2- --9- --2- TRAINING ROOM238 --7- 2ND FLOOR DOOR AND FRAME SCHEDULE DOOR SPECIFICATION FRAME SPECIFICATION REMARKS HARDWARE GROUP MANUFACTURE MATERIAL FINISH HEAD JAMB DETAILS FINISHMATERIAL FIRE RATING FIRE RATINGNUM.ROOM NAME TYPE WIDTH HEIGHT SIZE THICK 1ST & 2ND FLOOR3'-0"DVOC TRAINING ROOM102 3'-0" 3'-0"VOCATIONAL TRAINING MULTI-PURPOSE ROOM 01104A 3'-0"VOCATIONAL TRAINING MULTI-PURPOSE ROOM 01104B 3'-0"DYRC CLASSROOM 04 3'-0"DYRC CLASSROOM 03 3'-0"DYRC CLASSROOM 02 3'-0"DYRC CLASSROOM 01 3'-0"DYRC PRIVATE OFFICE 06 3'-0"DYRC PRIVATE OFFICE 01 3'-0"DYRC PRIVATE OFFICE 02 3'-0"DYRC PRIVATE OFFICE 03 3'-0"DYRC PRIVATE OFFICE 04 3'-0"DYRC PRIVATE OFFICE 05 3'-0"DYRC LG OFFICE 02 3'-0"DHCA PRIVATE OFFICE 01 3'-0"DHCA PRIVATE OFFICE 02 3'-0"DHCA PRIVATE OFFICE 03 3'-0"DHCA PRIVATE OFFICE 04 YRC LG OFFICE 01 AHALLWAY133 3'-0" 134 3'-0"DYRC PRIVATE OFFICE 06 135 3'-0"D 136 3'-0"D 137 3'-0"D 138 3'-0"D 139 3'-0"C YRC PRIVATE OFFICE 07 YRC PRIVATE OFFICE 08 YRC PRIVATE OFFICE 09 YRC PRIVATE OFFICE 10 YRC CONFERENCE ROOM 01 3'-0"CYRC WOMEN'S LOCKER148 3'-0"154 DYRC DROP IN OFFICE 6'-0"153 BYRC ENTRY 155 3'-0"G YRC CONFERENCE ROOM 02 151 3'-0"CHALLWAY 3'-0" 2'-6" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" CTVS MAT STORAGE162A 3'-0" CHANGING ROOM CHANGING ROOM CHANGING ROOM CHANGING ROOM CHANGING ROOM CHANGING ROOM CHANGING ROOM CHANGING ROOM CHANGING ROOM GTVS BREAK ROOM176A 3'-0" CMEN'S SHOWER & RESTROOM179 CWOMEN'S SHOWER & RESTROOM180 CLASSROOM 05182 CLASSROOM 05182A CLASSROOM 04183A CCLASSROOM 04183B CACADEMY STORAGE184A 3'-0" 3'-0"CLASSROOM 03185 3'-0"CLASSROOM 03185B 3'-0"CLASSROOM 02186 3'-0"CLASSROOM 02186B C C F C 3'-0" 3'-0" 3'-0" 3'-0" CCOMPUTER LAB194 3'-0" 3'-0" CTVS RANGE SIM TRAINING ROOM 03196 3'-0" ETVS RANGE SIM TRAINING ROOM 03196A 6'-0" TVS SCENARIO TRAINING ROOM 02 TVS SCENARIO TRAINING ROOM 02 TVS SCENARIO TRAINING ROOM 02 E C C E 3'-0" 3'-0" C 3'-0" E 8'-0" E 6'-0" C 3'-0" C 3'-0" C 3'-0" 3'-0"C 3'-0" 3'-0" 3'-0"C 3'-0" 3'-0"C 3'-0"C 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0"C 3'-0"C 3'-0" 3'-0"C 3'-0"C 6'-0"E E RANGE MASTER OFFICE 01223 RANGE PRINT224 C OFFICE/ STORAGE234 3'-0"C HALLWAY236A 3'-0"C 3'-0"DPRIVATE OFFICE203 RANGE MASTER OFFICE 03221 -2-3'-0" -45 MIN520 MIN3'-0"ARATED VESTIBULE200A --2-3'-0"CSTORAGE204A ---3'-0"CHALLWAY237 -45 MIN.20 MIN.151A 3'-0"ARATED VESTIBULE -153A 3'-0"DYRC ENTRY --9-6'-0"ESTORAGE185A --9-6'-0"ESTORAGE186A 1-3/4" 1-3/4" 1-3/4" 8'-0" 8'-0" 8'-0" 1-3/4"8'-0" 1-3/4" 1-3/4" 1-3/4" 8'-0" 8'-0" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4"8'-0" 1-3/4" 1-3/4" 1-3/4" 8'-0" 1-3/4" 1-3/4" 1-3/4" 1-3/4"8'-0" 1-3/4"8'-0" 1-3/4" 1-3/4" 1-3/4" 8'-0" 8'-0" 8'-0" 1-3/4"8'-0" 1-3/4"8'-0" MATCH EXISTING 1-3/4"8'-0" 1-3/4" 1-3/4"8'-0" 1-3/4"8'-0" 1-3/4" 1-3/4" 1-3/4"8'-0" 1-3/4" 1-3/4" 1-3/4" 8'-0" 8'-0" 1-3/4" 1-3/4" 8'-0" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4"8'-0" 1-3/4"8'-0" 1-3/4" 1-3/4" 8'-0" 8'-0" 1-3/4"8'-0" 1-3/4" 1-3/4" 8'-0" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4"8'-8" (MATCH EXISTING) 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" ALUMINUM/GLASS ALUMINUM/GLASS ALUMINUM/GLASS SOLID CORE WOOD / GLASS -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 45 MIN. 45 MIN. ALUMINUM PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE PROVIDE 3M WINDOW FILM AT SIDELITE - MATCH EXISTING -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- PROVIDE 3M WINDOW FILM AT SIDELITE - - - - - - - D - - WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD (E) WOOD (E) (E) (E) (E) (E) (E) -- REUSE EXISTING DOOR AND FRAMED GLASS ASSEMBLY PROVIDE 3M WINDOW FILM AT SIDELITE REUSE EXISTING DOOR AND FRAMED GLASS ASSEMBLY PROVIDE 3M WINDOW FILM AT SIDELITE REUSE EXISTING DOOR AND FRAMED GLASS ASSEMBLY PROVIDE 3M WINDOW FILM AT SIDELITE REUSE EXISTING DOOR AND FRAMED GLASS ASSEMBLY PROVIDE 3M WINDOW FILM AT SIDELITE REUSE EXISTING DOOR AND FRAMED GLASS ASSEMBLY PROVIDE 3M WINDOW FILM AT SIDELITE REUSE EXISTING DOOR AND FRAMED GLASS ASSEMBLY PROVIDE 3M WINDOW FILM AT SIDELITE REUSE EXISTING DOOR AND FRAMED GLASS ASSEMBLY PROVIDE 3M WINDOW FILM AT SIDELITE --- --PROVIDE 3M WINDOW FILM AT SIDELITE --1-3'-0"HALLWAY193 1-3/4" PROVIDE 3M WINDOW FILM AT SIDELITE --4-CGUN LOCKERS202A 3'-0"1-3/4" --2-ELECT. ROOM207A C 3'-0"1-3/4" IDF235A --4-3'-0"C 1-3/4"WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD - - - CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUM ALUMINUM ALUMINUM BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING 1BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING 1BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING1 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD -CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 8'-0" 8'-0" 8'-0" 8'-0" BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 - - - - BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING2 ALUMINUM CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM 2 2 2 2 2 1 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM 16-BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM 11BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM 16-BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM - 17-BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM 5BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM MATCH EXISTING MATCH EXISTING BUILDING STANDARD MATCH EXISTING MATCH EXISTING BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD 4 ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD 15MATCH EXISTING BUILDING STANDARD MATCH EXISTINGMATCH EXISTING MATCH EXISTINGMATCH EXISTING MATCH EXISTING ALUMINUM/GLASS ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD - ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD - 2 ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD 2 ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD MATCH EXISTING MATCH EXISTING MATCH EXISTING BUILDING STANDARD MATCH EXISTING MATCH EXISTING ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD MATCH EXISTINGMATCH EXISTING MATCH EXISTING ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOODC C C C C C C C C 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD 11 11 11 11 11 11 11 11 11 BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING MATCH EXISTING BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD 8'-0" 8'-0" 8'-0" 1-3/4" 1-3/4" 1-3/4" SOLID CORE WOOD / GLASS SOLID CORE WOOD / GLASS 2 2 2 BUILDING STANDARD SOLID CORE WOOD BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING 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ALUMINUM, MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM -520 MIN3'-0"ARATED COMMON CORRIDOR200 1-3/4"8'-8" (MATCH EXISTING)WOOD MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARDALUMINUM - 6'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" - -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- B B B HB HB HB B BSOLID CORE WOOD / GLASS BSOLID CORE WOOD / GLASS BSOLID CORE WOOD / GLASS BSOLID CORE WOOD / GLASS BSOLID CORE WOOD / GLASS HB B SOLID CORE WOOD / GLASS HB BSOLID CORE WOOD / GLASS B H --2CSTORAGE196B3'-0"1-3/4"MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING ALUMINUM CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD8'-0"BUILDING STANDARD SOLID CORE WOOD --- H H HB B H H B H B H B 2B B 2B B B B B B 9B B B B 1 B 45 MIN. 45 MIN. 45 MIN. B PRIVATE OFFICE 06211 3'-0"-1-3/4"(E)(E)2-(E)(E)(E)(E)---- B B B B 4B EXISTING 1-HR. RATED CORRIDOR C C C B - - - - --3'-0"107 1-3/4"8'-0"--ALUMINUM4C-VOCATIONAL TRAINING KITCHEN - A BUILDING STANDARD SOLID CORE WOOD MATCH EXISTING BUILDING STANDARD BUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD B -1 -1 -1 -1 B EXISTING 1-HR. RATED CORRIDOR B B B B B B B - - B - - - 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" B B -----3'-0"CLASSROOM 04183 ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD8'-0"1-3/4"SOLID CORE WOOD / GLASS 2H COAT HOOK AT 48" AFF.-11-CACCESSIBLE CHANGING ROOM175A 3'-0"1-3/4"8'-0"ALUMINUMBUILDING STANDARD TIMELY OR EQUAL, MATCH EXISTING CLEAR ANODIZED ALUMINUM, MATCH EXISTING BUILDING STANDARD MATCH EXISTING BUILDING STANDARD BUILDING STANDARD SOLID CORE WOOD --B B B B - - - - B - - B B - - - B B B B B B COAT HOOKS AT 60" AFF. COAT HOOKS AT 60" AFF. COAT HOOKS AT 60" AFF. COAT HOOKS AT 60" AFF. COAT HOOKS AT 60" AFF. COAT HOOKS AT 60" AFF. COAT HOOKS AT 60" AFF. COAT HOOKS AT 60" AFF. COAT HOOKS AT 60" AFF. B B B B - NOT USED NOT USED 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 CONSTRUCTION PLAN LEGEND & KEYNOTES A-2.0 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 08/27/2024 DELTA 02 REVISION TO PERMIT 2 1ST & 2ND FLOOR WALL TYPE CONSTRUCTION LEGEND NOTE: CONTRACTOR TO IDENTIFY IN BID AND INCLUDE IN PRICING ALL ITEMS LIKELY TO BE REQUIRED BY TITLE 24, CHAPTER 6 PART 141.0 AND 141.1 BASED ON SCOPE OF WORK SHOWN IN PLAN. THIS SHALL INCLUDE (AS APPLICABLE) BUT NOT LIMITED TO: DESEGREGATION OF ELECTRICAL PANELS, CONTROLLED RECEPTACLES, DAYLIGHTING CONTROLS, OCCUPANCY SENSORS, MULTI-LEVEL SWITCHING AND/OR DIMMING, DEMAND RESPONSE AND HVAC EFFICIENCY MEASURES. CONSTRUCTION KEYNOTES 2.1 INFILL EXISTING WALL/DOOR OPENING. MATCH EXISTING STUD WIDTH, TAPE (FIRE TAPE, 1-HR RATED CONSTRUCTION IF REQUIRED) SAND, SMOOTH AND PREP FOR NEW FINISHES. 1/4" DIAMETER COLD COPPER WATER LINE FOR COFFEE MAKER WITH SHUT OFF VALVE. 1/4" DIAMETER COLD COPPER WATER LINE FOR ICE MAKER WITH SHUT OFF VALVE. 3/4" THICK FIRE TREATED PLYWOOD BACKBOARD FOR TENANT'S TELEPHONE EQUIPMENT. REFER TO POWER PLANS FOR EXACT SIZE AND LOCATIONS. 2.2 2.3 2.4 PROVIDE BLOCKING FOR TENANT'S WALL MOUNTED TELEVISION. SEE DETAIL 10/A-30.5.2.5 NOTE: ALL NEW DOORS ARE TO BE 3'-0" WIDE MIN. UNLESS OTHERWISE NOTED. NOTE: ALL NEW DOOR PULL HARDWARE TO BE ACCESSIBLE, APPROVED "LEVER" TYPE. R AREA NOT IN CONTRACT (N.I.C.). EXISTING CONSTRUCTION TO REMAIN. EXISTING SINGLE DOOR, DOOR FRAME AND DOOR HARDWARE IS TO REMAIN AT LOCATION SHOWN. NEW CONSTRUCTION, TYPICAL PARTITION UNLESS OTHERWISE NOTED. PARTITION TYPE SYMBOL. SEE PARTITION TYPES LEGEND EXISTING DOOR, DOOR FRAME AND HARDWARE IS TO BE RE-USED AT NEW LOCATION. NEW SINGLE DOOR, DOOR FRAME AND HARDWARE. NEW DOUBLE DOOR, DOOR FRAME AND HARDWARE. ROOM KEY SYMBOL ROOM NAME ROOM NUMBER - NAME 100 1/4" COPPER WATER LINE SINGLE COMPARTMENT SINK. REFER TO ITEM #2 ON THE CONSTRUCTION SPECIFICATIONS ON SHEET A-0.3. DOUBLE COMPARTMENT SINK. REFER TO ITEM #4 ON THE CONSTRUCTION SPECIFICATIONS ON SHEET A-0.3. BUILDING STANDARD, SEMI - RECESSED FIRE EXTINGUISHER CABINET. REFER TO DETAILS #13 AND #14/A-30.0. SFEC TYPE DETAIL DESCRIPTION WALL TYPE A2 EXTEND TO FACE OF FINISHED CEILING. PROVIDE INSULATION IN THE STUD CAVITY. PROVIDE INSULATION OVER THE TOP OF THE WALL. C1 FULL HEIGHT WALL. PROVIDE INSULATION IN THE STUD CAVITY. H LOW HEIGHT WALL, NO INSULATION. 1A1 FULL HEIGHT ONE HOUR RATED WALL, PROVIDE INSULATION IN THE STUD CAVITY. C3 FULL HEIGHT WALL, (2) LAYERS STAGGERED GYP. BD.. PROVIDE INSULATION IN THE STUD CAVITY. 2/A-30.0 F2 FRAMED WINDOW WALL. NO INSULATION.3/A-30.4 4/A-30.0 5/A-30.0 5/A-30.0 1/A-30.0 EXISTING DOUBLE DOOR, DOOR FRAME AND DOOR HARDWARE IS TO REMAIN AT LOCATION SHOWN. NEW 6' LOW WALL WITH SHORT DOOR. HATCH INDICATES FULL HEIGHT INSULATED WALLS. NEW FRAMED SIDELIGHT/GLASS PARTITION. DOOR SYMBOL DOOR CODE SEE SHEET A-10.0 FOR DOOR SPEC'S AND HARDWARE100 NEW FIRE RATED PARTITION TO MATCH EXISTING. ALTERNATE CONSTRUCTION KEYNOTES A PROVIDE SEPARATE PRICING FOR RECONFIGURATION OF SHOWER/LOCKER/RESTROOMS. PRICING SHOULD INCLUDE DEMOLITION, NEW WALL+PLUMBING LAYOUT, FINISHES, PLUMBING FIXTURE, ACCESSORIES, NEW CEILING, LIGHT FIXTURES AND LOCKERS. NOT IN SCOPE OF WORK, ALL ACCESSIBILITY RELATED UPGRADES TO BE COMPLETED UNDER A SEPARATE PERMIT #101120028. B PROVIDE SEPARATE PRICING FOR NEW MOVABLE PARTITIONS. PRICING SHOULD INCLUDE REWORK OF CEILING ABOVE, NEW STRUCTURAL BEAM+COLUMN, ANY PERMIT EXTENSION/COO, AND NEW DRYWALL SOFFIT. ACCEPTED C2 PARTITION TO 24" ABOVE CEILING IN DOUBLE VOLUME SPACE, BRACING TO STRUCTURE ABOVE. PROVIDE INSULATION IN THE STUD CAVITY AND ON CEILING.12/A-30.0 PROVIDE DRYWALL AT EXPOSED STUD WALLS TO MATCH WALL TYPE C1, PREP WALL FOR NEW PAINT. PREP EXISTING WALL AT ROOM #239 FOR NEW APPROVED FINISH. REFER TO FINISH PLAN.2.6 NEW GUARD RAIL. PROVIDE PERSONAL STORAGE LOCKERS, REFER TO PLANS FOR QUANTITY. SPEC: SOUTHWEST SOLUTIONS GROUP, FREE STYLE PERSONAL METAL STORAGE LOCKER 18" W X 24" D X 72" H, HASP FOR PADLOCK, DOUBLE DOOR, 18" HIGH EXTERNAL ACCESS DRAWER AND 18" HIGH BENCH DRAWER WITH BUTCHER BLOCK SEAT, LIGHT WOOD FINISH. ACCESSORIES SHOULD INCLUDE 6" INTERNAL DRAWER, FILE DIVIDER KIT, 12" MODULAR SHELF, FULL-WIDTH SHELVES, AND HOOK BRACKET HANGER. ALL OTHER ACCESSORIES TO BE CONFIRMED WITH YRC. PROVIDE VERTICAL ANGLE FILLERS AND WALL ANGLE, SLIP JOINT AS REQUIRED. PROVIDE SHOP DRAWINGS TO CONFIRM EXACT DIMENSION PRIOR TO FRAMING. CONFIRM HEIGHT, WIDTH AND DEPTH WITH LOCK MANUFACTURER. ANCHOR LOCKERS TO FLOOR AND WALL AS REQUIRED. STANDARD PAINT FINISH, FROST FR 6 OR APPROVED EQUAL. OMITTED 2.7 PROVIDE FULL LENGTH MIRROR. SPEC: BOBRICK B-165 SERIES CHANNEL-FRAME, B-165 2460: 24″ W X 60″ H, PROVIDE BACK IN WALL IF REQUIRED, HUNG AT 18" AFF TO BOTTOM OF GLASS. 2.8 E WALL FURRING TO EXTEND 6" ABOVE FINISHED CEILING. NO INSULATION.7/A-30.0 PROVIDE CHAIN LINK FENCE WITH POSTS AT 4'-0" O.C. MAX. FENCE HEIGHT TO EXTEND TO CEILING ABOVE, SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT. PROVIDE 3'-0" WIDE SLIDING GATE. MANUF: TBD. SEE DETAIL 17/A-30.1. 2.9 C PROVIDE SEPARATE PRICING FOR NEW GARAVENTA GENESIS ENCLOSURE VERTICAL PLATFORM LIFT, 90-DEGREE ENTRY/EXIT CONFIGURATION, LARGE PLATFORM SIZE, HYDRAULIC DRIVE SYSTEM, AND FULL HEIGHT ENCLOSURE AT TOP LANDING. PROVIDE ILLUMINATED AND TACTILE PUSH BUTTON CONTROL PACKAGE. PROVIDE 36" X 84" SWING DOORS. FRAME COLOR: RAL7039, GLAZING: CLEAR. PROVIDE 3" PIT AS REQUIRED BY MANUFACTURER FOR FLUSH ACCESSIBLE ENTRY AT BOTTOM LANDING. PERMIT BY OTHERS. CONTRACTOR TO PROVIDE ALLOWANCE FOR CONCRETE FLOAT AS REQUIRED LEADING INTO LIFT FROM HALLWAY ON FIRST FLOOR. CONTRACTOR TO COORDINATE WITH DESIGN BUILD CONTRACTOR FOR DETAILS. PLATFORM LIFT TO BE ON A SEPARATE PERMIT. ACCEPTED. D PROVIDE SEPARATE PRICING FOR CATWALK SYSTEM, MANUF: TBD. 42" MIN. HIGH GUARDRAIL, WITH HORIZONTAL INTERMEDIATE RAIL AT 4" O.C. TYP. STEEL GRATING AND SOLID FLOOR FINISH WHERE INDICATED ON PLANS. MATTE POWDER COATED FINISH, COLOR: BLACK. MEZZANINE CATWALK TO BE ON A SEPARATE PERMIT. ACCEPTED E PROVIDE SEPARATE PRICING FOR (2) DESIGN-BUILD EXTERIOR CANOPIES OVER YRC & TVS MAIN ENTRANCE. MANUFACTURER, STYLE, AND FINISH: TBD. PERMIT BY OTHERS. CONTRACTOR TO COORDINATE WITH TENANT AND BUILDING OWNER FOR EXACT SPECIFICATION AND APPROVAL. EXTERIOR CANOPIES TO BE ON A SEPARATE PERMIT. NOT IN SCOPE OF WORK, EXTERIOR CANOPY RELATED SCOPE TO BE COMPLETED. UNDER A SEPARATE PERMITS #101120027 & #30147489. DEMISING WALLS, CORRIDOR WALLS AND CLASSROOMS SHOULD BE DECK HEIGHT WITH INSULATION IN STUD CAVITY. VERIFY IN FIELD AND PONY UP AS REQUIRED. REWORK EXISTING CEILING SYSTEM AS REQUIRED, PROVIDE WALL ANGLES. 2.10 ALL PRIVATE OFFICE WALL TO BE CEILING HEIGHT WITH INSULATION IN STUD CAVITY WITH INSULATION BLANKETS EXTEND 4' ON EITHER SIDE OF WALL, SEE WALL TYPE A2. VERIFY EXISTING WALLS AND REWORK AS REQUIRED. 2.11 NOT USED2.12 PROVIDE 1 - HR RATED CONDITION AT COMMON CORRIDOR 200. VERIFY IN FIELD AND PONY UP AND REWORK EXISTING WALLS AND CEILING AS REQUIRED. PROVIDE WALL ANGLES.2.13 E1 WALL FURRING/SILL CONDITION BELOW EXTERIOR WINDOWS.6/A-30.0 1B1 3/A-30.0 INSULATED (NON-RATED) TUNNEL CONSTRUCTION. PROVIDE INSULATION IN STUD CAVITY AND ON CEILING.8/A-30.01C1 A1 1/A-30.0 EXTEND TO FACE OF FINISHED CEILING. PROVIDE INSULATION IN THE STUD CAVITY. ONE HOUR RATED TUNNEL WALL. NEW STRUCTURAL WALL PROVIDE PUSH/PULL HARDWARE AT RESTROOM #189, 188, 231 AND 232. REPLACE EXISTING WHERE OCCURS, PATCH AFFECTED AREA AS REQUIRED. 2.14 PROVIDE NEW SEMI-RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER INSIDE. REFER TO A-0.3 FOR SPECIFICATIONS. MODIFY EXISTING OPENING WHERE REQUIRED PER NEW SPECIFICATION. MAXIMUM PROTRUSION IS 4" MAX PER CBC 11B-307.1. 2.15 CONTRACTOR TO VERIFY EXISTING DOOR, FRAMES AND HARDWARE CONDITION. REPLACE EXISTING HARDWARE TO MATCH BUILDING STANDARD PANIC BAR. REWORK EXISTING HARDWARE TO RECEIVE TENANT'S KEYCARD SYSTEM. PREP DOOR AND FRAMES TO RECEIVE NEW PAINT. PAINT P-1 SEMI-GLOSS. 2.16 VERIFY EXISTING TO REMAIN DOORS IN SCOPE AREA INCLUDING CORRIDOR AND STAIR DOORS IN FIELD. PROVIDE ALLOWANCE TO TOUCH UP/ REPAIR AS REQUIRED. PAINT EXISTING PAINTED DOORS AS REQUIRED. REPLACE/REPAIR EXISTING HARDWARE AS REQUIRED. REFER TO POWER PLAN FOR CARD READER LOCATIONS AND PREP DOORS AS REQUIRED TO RECEIVE TENANT'S CARD READER SYSTEM WHERE OCCURS. 2.17 NEW 42" MIN. HIGH GUARDRAIL WITH HORIZONTAL INTERMEDIATE RAILS AT 4" O.C. TYP. MATCH CATWALK GUARDRAILING. MATTE POWDER COATED FINISH, COLOR: BLACK.2.18 F PROVIDE ALTERNATE PRICING FOR BUILT IN CUSTOM DISPLAY CASE WITH LOW IRON GLASS DOORS WITH GLASS SHELVES. REFER TO ELEVATION AND SECTION DETAIL FOR ADDITIONAL INFORMATION. PRICING SHOULD INCLUDE RECESSED LIGHTING AND WING WALLS. OMITTED G NOT USED. 11/A-30.4J2 FRAMED WINDOW WALL. H PROVIDE ALTERNATE PRICING FOR B1 WALL TYPE (6" ABOVE CEILING GRID WITH INSULATION IN STUD CAVITY) AT ALL OFFICES IN LIEU OF A2 WALL TYPE (CEILING HEIGHT WITH INSULATION IN STUD CAVITY AND BLANKET ABOVE CEILING EXTEND 48" ON BOTH SIDES). OMITTED I PROVIDE ALTERNATE PRICING FOR SOUND BOOTS AT ALL YRC PRIVATES OFFICES. OMITTED J PROVIDE ALTERNATE DEDUCT FOR REFRIGERATOR, FREEZER, AND MICROWAVE TO BE PROVIDED BY TENANT. OMITTED. B MODIFY EXISTING WALLS TO MATCH C1 WALL TYPE FULL HEIGHT INSULATION.2.19 MODIFY EXISTING WALLS TO MATCH C3 WALL TYPE FULL HEIGHT INSULATION.2.20 B K NOT USED. B1 EXTEND 6" ABOVE THE FINISHED CEILING. PROVIDE INSULATION IN THE STUD CAVITY.19/A-30.0 B B L PROVIDE ALTERNATE PRICING FOR BUILT IN PLASTIC LAMINATE 24" D X 72" H X 18" W LOCKERS IN ACADEMY STORAGE #184. OMITTED. B LOW WALL WITH PLASTIC LAMINATE CAP ABOVE. PL-1.2.21 PROVIDE DRYWALL LAMINATED ON BOTH SIDES OF EXISTING CONCRETE SHEAR WALL. PROVIDE CLEAR ANODIZED FINISH J-MOLDING TO CAP DRYWALL, MITERED CORNERS WHERE OCCURS. PASS THROUGH OPENING SHOULD BE MINIMUM 32" CLEAR WIDTH X 8' H. INSIDE OPEN PASS THROUGH FINISH TO BE EXPOSED CONCRETE OR PAINT TO MATCH ADJACENT WALL. VERIFY CONDITION IN FIELD AND COORDINATE WITH ARCHITECT AS NEEDED. REFER TO STRUCTURAL PLANS FOR DETAILS. 2.22 B WHERE LOCKERS ARE PROVIDED SHALL MEET CBC 11B-225.2. A.MIN 5% OF LOCKERS SHALL BE ACCESSIBLE. B.STORAGE ELEMENTS SHALL BE WITHIN REACH RANGE. CBC 11B-811. C.OPERABLE PART SHALL COMPLY WITH CBC 11B-309. 2.23 AT ACADEMY STORAGE, PROVIDE 6' HIGH DOUBLE TIER LOCKERS. PHENOLIC LOCKERS: MANUF:IDEAL PRODUCTS MODEL: PLASTIC LAMINATE LOCKERS 2000 MODEL N, DOUBLE-TIER DIMENSION:72” H X 15” W X 24” D FINISH: ARCHITECT TO SPECIFY A WILSONART OR FORMICA FINISH COLOR NOTE #1: PROVIDE 5% LOCKERS WITH ADA LOGO STICKERS AND COMPLIANT LOCK NOTE #2: PROVIDE STANDARD PADLOCK HASP FOR LOCKS BY OWNER NOTE #3: PROVIDE FINISHED END PANELS AS REQUIRED NOTE #4: GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS AND CONFIRM EXACT DIMENSION PRIOR TO FRAMING WALLS. CONFIRM HEIGHT, WIDTH, AND DEPTH NOTE #5: GC TO ANCHOR LOCKERS TO FLOOR AND WALL AS REQUIRED NOTE #6: PROVIDE COAT HOOK INSIDE LOCKER LOCATION: ACADEMY STORAGE 184 2.24 AT ACCESSIBLE CHANGING ROOM, PROVIDE 48" WIDE X 20" DEEP X 18" H BENCH. SPEC: SALSBURY, WOOD ADA LOCKER BENCH 77782-ADA, LIGHT FINISH OR APPROVED EQUAL.2.25 B M PROVIDE ALTERNATE DEDUCT PRICING FOR ALL TELE/DATA OUTLETS THROUGHOUT SCOPE AREA TO BE 3/4" DIA CONDUIT IN LIEU OF 1" DIA . OMITTED. INFILL EXISTING OPENING IN EXTERIOR CONC. TILT UP WALL. SEE DETAIL 13/A-30.1.2.26 1/4" DIAMETER COPPER WATER LINE FOR TENANT'S COFFEE VENDING MACHINE WITH SHUT OFF VALVE. CONTRACTOR TO PROVIDE ALTERNATE PRICING FOR WATER FILTER PER MANUFACTURER SPECIFICATIONS, COORDINATE WITH TENANT AND VENDOR FOR ADDITIONAL INFORMATION. 2.27 CONTRACTOR TO FIELD VERIFY EXTERIOR CONDITION, PROVIDE ALLOWANCE FOR CONCRETE PATH REWORK AS REQUIRED AT NEW ACCESSIBLE DOOR LANDING. 2.28 B A 1/A-30.0 EXTEND TO FACE OF FINISHED CEILING. NO INSULATION. TYP. U.O.N. 1 C FULL HEIGHT WALL. NO INSULATION.5/A-30.0 1 1 PROVIDE (2) R-18 FOIL FACED BATTS PINNED TO WALL AND CEILINGS AT ROOM #161, #198 AND #203 ON THE FIRST FLOOR. 2.29 PROVIDE FURRING WALL TO ALLOW FLUSH MOUNT WALL METAL GUN SAFE BY STOREMORESTORE, (2) 25" W X 6.5" D X 33" H GUNLOCKERS WITH 10 COMPARTMENTS, MASTER KEY LOCK, FROST COLOR AND PROVIDE LOCK NUMBERS. 2.30 2.31 NEW GARAVENTA GENESIS ENCLOSURE VERTICAL PLATFORM LIFT, 90-DEGREE ENTRY/EXIT CONFIGURATION, LARGE PLATFORM SIZE, HYDRAULIC DRIVE SYSTEM, AND FULL HEIGHT ENCLOSURE AT TOP LANDING. PROVIDE ILLUMINATED AND TACTILE PUSH BUTTON CONTROL PACKAGE, AND EMERGENCY PHONE, AS REQUIRED BY CODE. PROVIDE SWING DOORS. FRAME COLOR: RAL7039, GLAZING: CLEAR. PROVIDE 3-1/2" PIT AS REQUIRED BY MANUFACTURER FOR FLUSH ACCESSIBLE TRANSITION FOR ENTRY AT BOTTOM LANDING. PROVIDE TRANSITION AT TOP ENTRY FOR FLUSH TRANSITION WITH NO GAP FROM LIFT DOOR OPENING TO SECOND FLOOR. REPAIR CONCRETE SLAB WHERE DAMAGED. PROVIDE ANCHORAGE FOR LIFT MAST. REFER TO STRUCTURAL AND ELECTRICAL PLANS. 1 1 PROVIDE MINIMUM FURRING OUT AT EXISTING ELECTRICAL PANEL TO BE RECESSED IN WALL. FIELD VERIFY EXACT DIMENSIONS. 2.32 NEW CATWALK WITH BAR GRATING FLOOR FINISH. SPEC: MCNICHOLS GCM-1-100 CLOSE-MESH 7-P-4 ADA SMOOTH SURFACE BAR GRATING. SLOPE CATWALK AS CLOSE TO 2% IN DIRECTION OF TRAVEL (5% MAX. ALLOWED PER CODE) TO ACCOMMODATE FOR FLOOR HEIGHT LEVEL DIFFERENCES. SEE SECTION 3/A-20.4. SEE STRUCTURAL DRAWINGS FOR CATWALK FRAMING AND ADDITIONAL INFORMATION. POWDER COATED FINISH, COLOR: GRAPHITE. SEE ALTERNATE KEYNOTE N. 2.33 NEW 5"X5" HSS COLUMN SUPPORTING NEW CATWALK SPANNING FROM FLOOR TO ROOF. PROVIDE NEW COLUMN FOOTING, PATCH AND REPAIR SLAB AS REQUIRED. POWDER COATED FINISH, COLOR: GRAPHITE. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. 2.34 NEW 4"X4" HSS COLUMN SUPPORTING NEW PLATFORM ABOVE HALLWAY SPANNING FROM FLOOR TO TOP OF PLATFORM. CENTER POSTS IN WALL. PROVIDE NEW COLUMN FOOTING, PATCH AND REPAIR SLAB AS REQUIRED. POWDER COATED FINISH, COLOR: GRAPHITE. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. 2.35 NEW 6" STUD WALL SUPPORTING NEW WALKWAY PLATFORM ABOVE HALLWAY. PROVIDE NEW CONTINUOUS FOOTING UNDER WALL, PATCH AND REPAIR SLAB AS REQUIRED. GC TO CONFIRM IN FIELD IF NEW CONTINUOUS FOOTING WILL REQUIRE RE-ROUTING OF UTILITY LINES. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. 2.36 NEW WALKWAY PLATFORM ABOVE NEW FIRST FLOOR HALLWAY. SEE FINISH PLAN FOR FLOOR FINISH. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.2.37 42" MIN. HIGH X 1-1/2" DIA. STEEL STD. PIPE GUARDRAIL WITH POSTS @ 4'-0" O.C. MAX. WELDED TO SIDE OF BEAM. HORIZONTAL MEMBERS @ 4" O.C. MAX. TYP. FINISH: POWDER COAT, COLOR: GRAPHITE. SEE DETAIL 17/A-20.4. 2.38 8/A-20.4S1 6" METAL STUD WALL @16" O.C. WITH 1/2" STRUCTURAL SHEATHING ON ONE SIDE AND 5/8" GYP. BD ON EA. SIDE. SEE STRUCTURAL FOR MORE INFORMATION.1 ONE HOUR RATED TUNNEL WALL. 1 24" DEEP ACCESSIBLE LOCKERS WITHOUT BUILT-IN BENCHES. NOT USED2.39 PAINT EXISTING COLUMN. POWDER COATED FINISH, COLOR: GRAPHITE.2.40 N PROVIDE ALTERNATE PRICING FOR BAR GARTING. SPEC: MCHNICHOLS SWAGE-LOCKED, T-BAR, TB-940-150, 19-S-4 ADA BAR GRATING. INCLUDE MCNICHOLS FLAT BAR BANDING AT EXPOSED EDGES. MATCH HEIGHT AND MATERIAL OF GRATING. PROVIDE FASTENERS AND HOLD DOWNS PER MANUF. RECOMMENDATION. 2 TO PERMIT 08/29/2024 DELTA 02 REVISION TO PERMIT 2 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 5 5.1 6 7 7.9 8 9 10 11 12 134.7 FE SFEC SFEC SFEC SFEC N N A B B.2 B.7 C D D.7 E A-2.0A 1ST FLOOR CONSTRUCTION PLAN 1/8" = 1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 08/27/2024 DELTA 02 REVISION TO PERMIT 2 MA T C H L I N E SE E S H E E T A - 2 . 0 B MA T C H L I N E SE E S H E E T A - 2 . 0 B SCOPE OF WORK "A" 1ST FLOOR YRC DJCO OFFICE 113 LOBBY - NIC 100 VOC TRAINING ROOM 102 COMPUTER LAB 103 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 01 104 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 02 106 HALLWAY 105 EXISTING WALK-IN REF 110 VOCATIONAL TRAINING KITCHEN - STORAGE 109 EXISTING WALK-IN FREEZER 111 HALLWAY 112 YRC CLASSROOM 04 114 YRC CLASSROOM 03 115 YRC CLASSROOM 02 116 YRC CLASSROOM 01 117 HCA PRIVATE OFFICE 01 121 HCA PRIVATE OFFICE 04 118 HCA PRIVATE OFFICE 03 119 HCA PRIVATE OFFICE 02 120 YRC LG OFFICE 02 122 YRC PRIVATE OFFICE 05 123 YRC PRIVATE OFFICE 04 124 YRC PRIVATE OFFICE 03 125 YRC PRIVATE OFFICE 02 126 YRC PRIVATE OFFICE 01 127 YRC PRIVATE OFFICE 06 128 YRC LG OFFICE 01 129 OPEN WORK AREA 140 COPY/PRINT AND STORAGE 130 YRC MEN'S RESTROOM - NIC 131 YRC WOMEN'S RESTROOM - NIC 132 YRC PRIVATE OFFICE 06 134 YRC PRIVATE OFFICE 07 135 YRC PRIVATE OFFICE 08 136 YRC PRIVATE OFFICE 09 137 YRC PRIVATE OFFICE 10 138 YRC CONFERENCE ROOM 01 139 EXISTING 1-HR. RATED CORRIDOR 141 JANITOR - NIC 142 BLDG TELE. ROOM - NIC 143 YRC WOMEN'S RESTROOM - NIC 144 YRC MEN'S RESTROOM - NIC 145 YRC MEN'S LOCKER 146 YRC WOMEN'S LOCKER 148 (N) MEN'S RESTROOM 147 (E) RESTROOM 149 HALLWAY 150 HALLWAY 133 129 128 127 126 125 124 123 122 121 120 119 118 141133 130 134 135 136 137 138 139 117 116 115 114 113 146 147 101 102 103 104 104A 104B 106 148 CL 9 A-30.0 CL CL CL CL CL CL 11 ' - 6 " 13'-5"5'-5"EQ.EQ.EQ.EQ.EQ.21'-1"12 ' - 5 " 3'-0" TYP. 3'-6" EQ . EQ . EQ . EQ . 5'-5" 3' - 0 " CL OF COLUMN CL OF DOOR 2' - 6 " 3'-8" 4'-0"7'-8"7'-11" C1 TYP.F2 C1 5 A-21.2 2 A-20.0 A-20.0 3A 3B 1C 1B 1A A-20.0 A1 A2 TYP. A2 TYP.A2 A2 A2 A2 C1 C1 C1 A2 TYP. 14 ' - 8 " CL CL A2 TYP. A2 A2 A2 A2 A2 C1 C1 A2 TYP. C1 8'-1"15'-8"12'-1"12'-0"11'-10"12'-3"11'-10" C1 C1 C1 C1 C1 18'-10"20'-1"19'-9"20'-1"20'-1"12'-3" C1 C1 C1 C1 5' - 0 " 1A1 C1 5' - 7 " C1 C1 5'-11" C1 5' - 7 " 4' - 0 " 14'-1"7'-5" 36'-0"27'-6" 1 A-20.1 B A C1 B1 VOCATIONAL TRAINING KITCHEN - B 108 VOCATIONAL TRAINING KITCHEN - A 107 10'-7" CL CONSTRUCTION LEGEND CONSTRUCTION KEYNOTES REFER TO SHEET A-2.0 FOR CONSTRUCTION LEGEND. REFER TO SHEET A-2.0 FOR CONSTRUCTION KEYNOTES. ALTERNATE CONSTRUCTION KEYNOTES REFER TO SHEET A-2.0 FOR ALTERNATE CONSTRUCTION KEYNOTES. WALL TYPE REFER TO SHEET A-2.0 FOR WALL TYPE. KEY PLAN 2.8 2.8 5' - 0 " 22 ' - 6 " 2.10 A C1 C1 2.1 1B1 2.1 2.1 1B1 2.11 2.11 2.10 C1 2.15 2.15 2.15 2.15 2.15 2.16 2.17 2.17 2.17 2.17 2.17 2.17 2.17 ±3'-0" TO ALIGN WITH DRYWALL CLG. ABOVE 2.19 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.52.5 2.5 2.5 2.5 2.5 2.5 2.10 2.17 2.17 2.17 2.17 107 2.23 2.23 BB BB B B B B B EXISTING 1-HR. RATED CORRIDOR 101 B B B 4' - 1 0 " 18 " MI N . 1A1 1 2.32 E 1 A 11 2 TO PERMIT 08/29/2024 DELTA 02 REVISION TO PERMIT 2 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 X X X X X X XXXXX X X X X X X X N SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC 17 18 N 17 18 A-2.0B 1ST FLOOR CONSTRUCTION PLAN 1/8" = 1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 1ST FLOOR MA T C H L I N E SE E S H E E T A - 2 . 0 A MA T C H L I N E SE E S H E E T A - 2 . 0 A SCOPE OF WORK "B" HALLWAY 151 YRC CONFERENCE ROOM 02 156 YRC RECEPTION 152 YRC ENTRY 153 YRC DROP IN OFFICE 154 YRC WAITING 155 HALLWAY 208 GROUP OFFICE 157 YRC SENSORY OFFICE 158 YRC STAFF BREAK ROOM 159 DCT READY OFFICE 160 TVS MAT STORAGE 162 TVS MAT TRAINING ROOM 01 161 DCT INSTRUCTOR OFFICE 163 TVS ACADEMY OFFICE 174 ACCESSIBLE CHANGING ROOM 175 ACADEMY STORAGE 184 CHANGING ROOM 165 CHANGING ROOM 166 CHANGING ROOM 172 CHANGING ROOM 171 CHANGING ROOM 169 CHANGING ROOM 167 CHANGING ROOM 168 TVS BREAK ROOM 176 TVS LIBRARY 177 TVS FITNESS/ SHOWER/LOCKER 178 MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 HALLWAY 181 CLASSROOM 05 182 CLASSROOM 04 183 CLASSROOM 03 185 CLASSROOM 02 186 TVS DISPLAY 187 MEN'S RESTROOM 189 WOMEN'S RESTROOM 188 TVS RECEPTION 190 TVS ADMIN OFFICE 191 TVS CLASSROOM 01 192 HALLWAY 193 COMPUTER LAB 194 RANGE OFFICE 195 TVS RANGE SIM TRAINING ROOM 03 196 HALLWAY 197 TVS SCENARIO TRAINING ROOM 02 198 DROP IN OFFICE 199 DROP IN OFFICE 200 YRC CLASSROOM 204 YRC WAREHOUSE 203 RANGE OFFICE/OPEN WORK/STORAGE 202 WASHER/ DRYER 205 MDF 207 153 154 155A 156 204 208 203 198B162A207206 198A 201A 201 202 199 200 198 196A 196 195 197 186B 194 192 190 191 189 188 186185B185183A183182 159A 176A 176 177 182A 174 163 161 160 159 151 158 157 162 198C 183B 164 165 166 167 168 169 170 171 172 155 CHANGING ROOM 164 CL OF DOOR 36'-0" 3' - 0 " 5'-5"5'-5" 2' - 0 " 2'-7" 22 ' - 2 " 5' - 0 " 3' - 0 " 3'-5" 13'-3" 10 ' - 5 " 5' - 5 " 10 ' - 5 " 17 ' - 1 0 " 12'-10" 5' - 5 " 5'-0" 4' - 0 " EQ.EQ. CL OF DOOR 6' - 6 " 10'-5" 3'-0" 5' - 3 " 1' - 0 " 15'-6" 1'-1" 5'-0" 3' - 0 " 20'-5"11'-11" 14 ' - 0 " 35 ' - 9 " 3'-0" 5' - 5 " 12'-7"4'-0" 5'-3"16'-11"5'-3" 3' - 0 " 5'-3"27'-5"5'-0"5'-3" 3'-0" 4' - 1 0 " 3' - 0 " TY P . C3 C2 TYP. C3 C1 C1 1 A-21.2 2 A-20.1 10 A-20.0 12 A-20.0 17 A-20.0 10 10 SIM. A-20.1 18 A-20.0 10'-10" EQ.EQ. CL OF EX. DOOR 5' - 0 " 151A RATED VESTIBULE 151A 1A1 B1 C1 C1 153A C1 C1 8'-0" C1 C1 C C1 C1 C1 C1 C2 C2 MOTHER'S ROOM 206 12 ' - 1 1 " 175 S1 A2 1B1 1B1 1B1 C1 C3 A2 A2 STORAGE 185A STORAGE 186A 4' - 7 " CL OF DOORCLOF DOOR 12'-7"12'-7"12'-7"184A 5'-3" 3' - 0 " 7'-7" C1 185A 186A 5' - 5 " 8' - 0 " 2' - 2 " 2 A-0.8 193 H +42" A.F.F. 11'-7" A-20.1 3 A B 5' - 8 " C1 C1 C KEY PLAN CONSTRUCTION LEGEND CONSTRUCTION KEYNOTES REFER TO SHEET A-2.0 FOR CONSTRUCTION LEGEND. REFER TO SHEET A-2.0 FOR CONSTRUCTION KEYNOTES. ALTERNATE CONSTRUCTION KEYNOTES REFER TO SHEET A-2.0 FOR ALTERNATE CONSTRUCTION KEYNOTES. WALL TYPE REFER TO SHEET A-2.0 FOR WALL TYPE. C2 C2 C2 C3 A CL OF DOOR 7'-1" 2.9 202A GUN LOCKERS 202A 12 ' - 5 " 11'-0" 4' - 0 " CL OF DOOR ELECT. ROOM 207A 207A 2.31 C3 6'-5" C3 C2 C2 C3 11'-0" 3' - 5 " 5'-5" 2 A-30.7 1 A-30.7 CL 11 A-30.0 C2 1B1 A1 C1 C3 2.10 2.1 2.11 2.1 2.10 C1 C1 A2 C1C1 A2 A2 C1 A2 A2 A2 E 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.14 2.14 WATER HEATER 179A 8'-9" 198D 3' - 7 " 2.16 2.16 2.16 2.16 2.16 2.17 2.17 2.17 2.17 2.17 2.17 2.17 2.17 2.17 2.17 C1 J2 C2C2 196B STORAGE 196A 2.20 2.20 2.5 2.5 2.5 2.12 2.5 2.5 2.2 2.3 2.5 2.32.2 2.4 2.1 C3 20 A-20.0 13 A-20.1 L 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.52.5 2.5 B B 2.1 6'-11" 6' - 0 " 2.1 2.10 2.10 2.21 CHANGING ROOM 170 C2 2.10 32 " CL R . 2.19 2.22 2.222.22 2.22 2.23 B 2.26 B 2.20 C3 A1 2'-6" 2'-0" 6" B B 13 A-20.1 SIM. CHANGING ROOM 173 173 175A 2.25 30X48 CLEAR SPACE 60" DIA. CLEAR SPACE A2 2.23 2.24 2.23 2.24 B 5'-0" 10 ' - 9 " CL B 10 A-20.1 EXISTING 1-HR. RATED CORRIDOR 201 B EQ . EQ . (4) EQ. (5) EQ. B B 2.28 2.28 B 2.27B E W/H B B 2.8 2.8 2.8 NOT IN SCOPE. ALL ACCESSIBILITY UPGRADES TO BE COMPLETED UNDER SEPARATE PERMITS #101120027 & #30147489 NOT IN SCOPE. ALL ACCESSIBILITY UPGRADES TO BE COMPLETED UNDER SEPARATE PERMITS #101120027 & #30147489 1 2.29 1 2.29 2.29 1 5' - 9 " 1 1 1 1 - A-30.8 17 A-20.1 2.29 5'-0"7" E E E 2.29 20" E 4' - 0 " CL E A R MI N . 14 ' - 8 " V. I . F . CL CL CL 2.34 2.34 2.35 2.36 2.40 ALIGN TO EXISTING COLUMN NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 1112 13 14 15 16 17 18 19 20 21 2223 24 R R R R R R RR 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 R R R R R R RR SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC OPEN BELOW OPEN BELOW A-2.1 2ND FLOOR CONSTRUCTION PLAN 1/8" = 1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 2ND FLOOR SCOPE OF WORK RATED COMMON CORRIDOR 200 TVS WELLNESS MULTIUSE OFFICE 201 QUIET OFFICE 02 205 PRIVATE OFFICE 203 PRIVATE OFFICE 202 QUIET OFFICE 01 204 2ND FLOOR STAFF BREAK ROOM 206 PRIVATE OFFICE 02 207 PRIVATE OFFICE 01 208 OPEN WORK AREA 209 PRIVATE OFFICE 04 210 PRIVATE OFFICE 06 211 PRIVATE OFFICE 08 213 PRIVATE OFFICE 05 214 PRIVATE OFFICE 03 215 HALLWAY 216 TVS PRINT/COPY 217 TVS ASSIT. DIV. DIRECTOR AM2 OFFICE 218 TVS STORAGE 219TVS CONFERENCE 01 220 RANGE MASTER OFFICE 03 221 RANGE MASTER OFFICE 02 222 RANGE MASTER OFFICE 01 223 RANGE PRINT 224 RANGE MASTER OFFICE 04 225 TVS PRODUCTION STUDIO/LAB 226 HONOR GUARD OFFICE/ STORAGE 229 RANGE SUPPLY ROOM 227 RANGE CONFERENCE 228 HALLWAY 230 2ND FLOOR STAFF WOMEN'S RESTROOM 232 2ND FLOOR STAFF MEN'S RESTROOM 231 BLDG ELECTRICAL ROOM - NIC 233 QUARTER MASTER OFFICE/ STORAGE 234 OFFICE/ STORAGE 235 HALLWAY 236 HALLWAY 237 K9 MULTIPURPOSE OFFICE 239 TRAINING ROOM 238 203 202 201 206 236A 208 207 217 218 220 221 222 223 225 224 219 227 228 226 229 235 219A 236 238 234 5'-0" EQ . EQ . 5' - 0 " CL OF DOOR 12'-5"6'-5" 8'-6" 10 ' - 0 " EQ.EQ. 10'-9"13'-11" EQ . EQ . 5'-5" EQ . EQ . EQ . 7' - 0 " 19 ' - 8 " 16'-0" 1A1 1 A-20.3 3 A-20.3 6 A-20.3 A2 STORAGE 204A 1A1 A2 A2C1 204A 200A A2 A2 A2 A2A2 A2 A2 C3 A A2 A2 A2 C1 C1 C1 C1 C1 A2 A2 C1 A2 C1A2 A2 A2 A2 C1 A2 RATED VESTIBULE 200A PRIVATE OFFICE 07 212 TVS SCENARIO TRAINING ROOM 02 198 CONSTRUCTION LEGEND CONSTRUCTION KEYNOTES REFER TO SHEET A-2.0 FOR CONSTRUCTION LEGEND. REFER TO SHEET A-2.0 FOR CONSTRUCTION KEYNOTES. ALTERNATE CONSTRUCTION KEYNOTES REFER TO SHEET A-2.0 FOR ALTERNATE CONSTRUCTION KEYNOTES. WALL TYPE REFER TO SHEET A-2.0 FOR WALL TYPE. KEY PLAN 2.6 EQ.3'-0"EQ. STAIR 237A 237 C1 IDF 235A 235A 12 ' - 0 " 2 A-20.3 2 A-20.3 SIM. 5' - 5 " 2.11 2.11 2.11 2.13 2.11 2.11 2.11 2.11 2.11 2.11 C1 2.1 10 A-30.0 4'-0" A PRIVATE OFFICE 240 2.11 PRIVATE OFFICE 241 2.11 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.14 2.14 2.15 2.15 2.15 5' - 0 " 3' - 0 " 2'-0" 2.17 2.17 2.17 200 2.17 2.17 2.17 2.17 2.17 2.17 2.17 2.17 2.11 2.19 C3 2.3 2.2 2.4 211 B B C3 B B 2.17 2.17 2.17 B 2.17 B B B B 212 210 213 214 215 240 241 E E 1 1 2.31 4' - 0 " MI N . CL E A R 2.33 - A-30.8 2.38 2.38 2.38 2.34 2.34 2.34 2.34 2.18 2.38 2.37 3 A-20.4 2.38 2.38 4' - 0 " CL E A R MI N . 14 ' - 8 " V. I . F . CL CL CL ALIGN TO EXISTING COLUMN NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 1' - 8 1 / 2 " PL 1 8' - 4 " CE I L I N G H E I G H T V . I . F . ELEVATION A ELEVATION B ELEVATION C 5'-0" 7' - 0 " 2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6" 7' - 0 " 2'-6"2'-6"2'-6"2'-6" 22'-6" 20.14 20.14 CE I L I N G H E I G H T V . I . F . CE I L I N G H E I G H T V . I . F . CE I L I N G H E I G H T V . I . F . TYP.TYP. 2'-0" 2'-0" 2'-0" 2'-0" 2'-6" FILLER FILLER EQ.EQ. 7' - 0 " 20 A-30.5 20.23 TYP. 20.24 TYP. 20.25 TYP. 34 " - 4 4 " 40 " M A X . 34 " - 4 4 " 40 " M A X . 34 " - 4 4 " 40 " M A X . 20.14 TYP. 4' - 0 " 3' - 2 " 8' - 4 " CE I L I N G H E I G H T V . I . F . 8'-0" 20.16 20.16 18" MIN. 4" 2' - 1 0 " 2' - 2 " 14 EQ. SPACES AT 16" MAX. 1 A-30.5 PL 1 SS 1 PL 1 12 EQ. SPACES AT 17" MAX. 3 A-30.5 6 A-30.5 2'-0" 8' - 1 0 " CE I L I N G H E I G H T V . I . F . 20.11 20.1 20.2 18 A-30.5 15" W X 20" D MAIL SLOTS 2 EQ. SPACES AT 16" MAX. 2'-8" PL 1 1'-6"1'-6" 13 A-30.5 EQ.EQ. LC 5 EQ. SPACES AT 42" MAX. 2' - 6 " 3" 4" 2' - 1 0 " 4' - 0 " 7' - 9 " CE I L I N G H E I G H T V . I . F . 20.15 PL 2 PL 2 SS 2 6'-0"14 A-30.5 20.18 4" 2' - 1 0 " 4' - 0 " 5 EQ. SPACES AT 42" MAX. SS 2 20.15 7' - 9 " CE I L I N G H E I G H T V . I . F . 14 A-30.5 20.19 ELEVATION B 2'-6"2'-6"2'-6"2'-6"2'-6" 34 " - 4 4 " 7' - 0 " 20.14 CE I L I N G H E I G H T V . I . F . TYP. OPEN TO BEYOND 4'-0" 2'-6" 40 " M A X . 5' - 0 " 6 EQ. SPACES AT 17" MAX. 1 A-30.5PL 1 8' - 1 0 " CE I L I N G H E I G H T V . I . F . 20.11 20.1 20.2 24" DEEP 38" MIN. ELEVATION A 2'-6"2'-6"2'-6"2'-6"2'-6"2'-6" 7' - 0 " 20.14 CE I L I N G H E I G H T V . I . F . TYP. 2'-6" FILLERFILLER EQ.EQ. 20 A-30.5 20.23 TYP. 20.24 TYP. 20.25 TYP. 40 " M A X . 34 " - 4 4 " 1ST FLOOR INTERIOR ELEVATIONS A-20.0 AS NOTED 33/8" = 1'-0" SCALE 1SCALE 23/8" = 1'-0" SCALEELEVATION AT COPY/PRINT AND STORAGE #130 ELEVATIONS AT YRC MEN'S LOCKER #146 3/8" = 1'-0"ELEVATIONS AT YRC WOMEN'S LOCKER #148 103/8" = 1'-0" SCALEELEVATION AT YRC RECEPTION #152 123/8" = 1'-0" SCALEELEVATION AT YRC ENTRY #153 18SCALE 19 3/8" = 1'-0" SCALE TYPICAL ELEVATION AT CHANGING ROOMS #164-173 17SCALE 3/8" = 1'-0"ELEVATION AT TVS ADMIN OFFICE #191 1ST FLOOR 1. 2.REFERENCE MILLWORK NOTES ON SHEET A-30.5 SPECIFICATIONS AND GENERAL REQUIREMENTS. 20.1 ADJUSTABLE SHELVING, TYPICAL WHERE SYMBOL OCCURS OR REFERENCED IN DETAIL, SEE ELEVATION FOR QUANTITY. 4" AMEROCK BP7631226D DULL CHROME MILLWORK PULLS, TYPICAL WHERE SYMBOL OCCURS. SEE ELEVATIONS FOR QUANTITY. ELECTRICAL AND/OR COMMUNICATION OUTLETS. UNDER CABINET LIGHTING. REFERENCE SHEET A-4.0 FOR SPECIFICATIONS. NEW SINK AND LEVER FAUCET, SEE SHEET A-0.3 FOR SPECIFICATIONS. GARBAGE DISPOSAL, SEE EQUIPMENT LEGEND ON SHEET A-0.3 FOR SPECIFICATIONS. INSTANTANEOUS WATER HEATER. SEE EQUIPMENT LEGEND ON SHEET A-0.3 FOR SPECIFICATIONS. PROVIDE 4" TAB PULL BY DOUG MOCKETT DP3B, SATIN CHROME FINISH. TENANT PROVIDED REFRIGERATOR. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS. TENANT PROVIDED MICROWAVE. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS. SPACE FOR TENANT'S VENDING MACHINES. VERIFY WITH TENANT ON EXACT DIMENSIONS. OPEN CUBBIES FOR TENANT'S OWN MICROWAVES. PROVIDE ELECTRICAL IN THE BACK OF CUBBIES. FOR FINISHES REFERENCED ON ELEVATIONS, REFER TO SHEET A-5.0 FINISH SCHEDULE. 20.2 20.12 20.3 20.4 20.5 20.6 20.13 20.7 20.8 20.9 20.10 KEYNOTES PROVIDE WALL BACKING AS REQUIRED FOR UPPER CABINET. SEE DETAILS 10/A-30.5.20.11 GENERAL NOTES PROVIDE UL RATED LEVEL 3 BULLET RESISTANT GLAZING, MK-2 VOICE PORT, UL LEVEL 3 TSS-BL2.5 ALUMINUM CHANNEL AT TOP AND BOTTOM, RECESSED CURRENCY DEAL TRAY 12"X10"X1-1/2". PROVIDE SHOP DRAWINGS FOR APPROVAL. 20.15 30" W X 84" H X 24" D BUILT-IN PLASTIC LAMINATE LOCKERS, DOORS WITH VENT LOUVERS, REFER TO SECTION DETAIL #20/A-30.5. PROVIDE FILLER WHERE REQUIRED. 20.14 PROVIDE FIXED WINDOW WITH BUTT JOINT GLAZING. FRAME TO MATCH DOOR FRAME ADJACENT.20.16 PROVIDE GLASS DOORS WITH LOCKABLE HARDWARES AND PUSH OPEN DEVICES. ALL INTERIOR FINISH EDGE SHOULD BE FINISHED WITH BLACK MELAMINE. PROVIDE ADJUSTABLE GLASS SHELVES INSIDE. OMIT20.17 PROVIDE GROMMETS IN WORKSURFACE AS REQUIRED. COORDINATE WITH TENANT FOR QUANTITY AND EXACT LOCATION.20.18 PROVIDE IN WALL METAL SUPPORT/BRACKET AS REQUIRED. METAL BRACKET SPEC AND SPACING PER MILLWORKER.20.19 TENANT PROVIDED FREEZER. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS.20.20 TENANT PROVIDED COFFEE MAKER.20.21 SPCIFIED LOCKERS, REFER TO CONSTRUCTION PLANS FOR SPECIFICATIONS. PROVIDE FILLER PANELS WHERE REQUIRED.20.22 1 1 1 1 PROVIDE (2) COAT HOOKS INSIDE BUILT-IN LOCKERS. SPEC: GATCO LATITUDE 2 COLLECTION, 4245, CHROME.20.23 PROVIDE RECESSED PULL, DOUG MOCKETT DP135, 6-5/16" L X 1-31/32" W. MATTE CHROME FINISH.20.24 PROVIDE 1" X 8" ROUTED VENTILATION SLOTS.20.25 1 PROVIDE LIGHT WOOD FINISH 12" DEEP BUTCHER BLOCK SEAT. NOT USED20.26 FLUSH WALL MOUNT METAL GUN SAFE LOCKERS, REFER TO A-2.0 SHEET FOR ADDITIONAL INFORMATION.20.27 ACCESSIBLE 30" W X 84" H X 24" D BUILT-IN PLASTIC LAMINATE LOCKERS WITHOUT BUILT-IN BENCH AND 18" H DRAWER, DOORS WITH VENT LOUVERS. NOT USED.20.28 2 2 2 SPECIFY PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 08/27/2024 DELTA 02 REVISION TO PERMIT 2 NOT USED 20SCALEELEVATION AT WASHER/DRYER #205 3/8" = 1'-0" B B B B B 1 1 1 2 2 NOTE: WHERE LOCKERS ARE PROVIDED SHALL MEET CBC 11B-225.2. A.MIN 5% OF LOCKERS SHALL BE ACCESSIBLE. B.STORAGE ELEMENTS SHALL BE WITHIN REACH RANGE. CBC 11B-811. C.OPERABLE PART SHALL COMPLY WITH CBC 11B-309. NOTE: WHERE LOCKERS ARE PROVIDED SHALL MEET CBC 11B-225.2. A.MIN 5% OF LOCKERS SHALL BE ACCESSIBLE. B.STORAGE ELEMENTS SHALL BE WITHIN REACH RANGE. CBC 11B-811. C.OPERABLE PART SHALL COMPLY WITH CBC 11B-309. TO PERMIT 08/29/2024 DELTA 02 REVISION TO PERMIT 2 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 8' - 4 " CE I L I N G H E I G H T V . I . F . 6' - 0 " 4" 1'-3" TYP. EQ.EQ. 20.22 FILLER PANEL FILLER PANEL ELEVATION A ELEVATION B TRASH RECYCLE 1'-6" 4 A-30.5 6 A-30.5 2'-0"2'-0"8 EQ. SPACES AT 14" MAX. 2 A-30.5 20.220.1 SS 2 PL 2 4" 2' - 1 0 " 10 EQ. SPACES AT 14" MAX. 2 A-30.5 20.220.1 SS 2 PL 2 4" 2' - 1 0 " 8' - 9 " CE I L I N G H E I G H T V . I . F . ELEVATION A ELEVATION B 5' - 4 " 8' - 4 " CE I L I N G H E I G H T V . I . F . 1 A-30.5APL 1 20.11 20.1 20.9 14 EQ. SPACES AT 15" MAX. 8 EQ. SPACES AT 20" MAX. 3 A-30.5A 2 A-30.5A 4 A-30.5A PL 3 SS 1 20.4 20.620.5 6 EQ. SPACES AT 14" MAX. 3'-0"1'-6"4 EQ. SPACES AT 14" MAX. BS 2 13'-6" 20.7 20.7 20.7 20.20 20.13 8' - 4 " CE I L I N G H E I G H T V . I . F . 2 A-30.5A 2 EQ. SPACES AT 20" MAX. PL 3 SS 1 20.13 4" 2' - 1 0 " 2' - 2 " 1 A-30.5A PL 1 3 EQ. SPACES AT 17" MAX. 2 EQ. SPACES AT 14" MAX. 2 EQ. SPACES AT 14" MAX. 1" 2'-4" 1" 2'-4" 1" 9'-7" MIN. CLR. VERIFY WITH TENANT'S VENDOR FOR EXACT CLEAR SPACE FOR VENDING MACHINES. 10 A-30.5A 20.10 20.10 20.11 20.1 20.9 4" 2' - 1 0 " 2' - 2 " PL 1 PL 1 PL 1 PL 1 20.12 20.12 20.12 20.12 BS 2 SIM. PL 1 PL 1 FILLER PANEL PL 1 FILLER PANEL 1"1" PL 1 FILLER PANEL PL 1 FILLER PANEL 20.21 20.21 20.10 20.4 20.620.5 4 A-30.5A 3'-0" 3 A-30.5A 1'-6"2'-4" 1"1" 3'-0"3 EQ. SPACES AT 14" MAX. 2 A-30.5A PL 3 SS 1 20.7 20.7 1 A-30.5APL 1 10 A-30.5A PL 1 PL 1 20.8 20.8 2 EQ. SPACES AT 14" MAX. 6 EQ. SPACES AT 16" MAX. 4 EQ. SPACES AT 19" MAX. 4" 2' - 1 0 " 2' - 2 " 8' - 4 " CE I L I N G H E I G H T V . I . F . 20.11 20.1 20.9 5' - 4 " 20.13 BS 1 PL 1 PL 1 FILLER PANEL PL 1 FILLER PANEL 1" 1'-6"1'-0" 3' - 4 " CL 8' - 4 " CE I L I N G H E I G H T V . I . F . 2'-1"2'-1" 20.27 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT A-20.1 AS NOTED 1 ELEVATION AT YRC STAFF BREAK ROOM #159 3/8" = 1'-0" SCALE 2 ELEVATIONS AT TVS BREAK ROOM #176 3/8" = 1'-0" SCALE 3 3/8" = 1'-0" SCALE ELEVATION AT ACADEMY STORAGE #184 3/8" = 1'-0"10SCALE NOT USED SPECIFY 19SCALE 1ST FLOOR INTERIOR ELEVATIONS 1ST FLOOR 1. 2.REFERENCE MILLWORK NOTES ON SHEET A-30.5 SPECIFICATIONS AND GENERAL REQUIREMENTS. 20.1 ADJUSTABLE SHELVING, TYPICAL WHERE SYMBOL OCCURS OR REFERENCED IN DETAIL, SEE ELEVATION FOR QUANTITY. 4" AMEROCK BP7631226D DULL CHROME MILLWORK PULLS, TYPICAL WHERE SYMBOL OCCURS. SEE ELEVATIONS FOR QUANTITY. ELECTRICAL AND/OR COMMUNICATION OUTLETS. UNDER CABINET LIGHTING. REFERENCE SHEET A-4.0 FOR SPECIFICATIONS. NEW SINK AND LEVER FAUCET, SEE SHEET A-0.3 FOR SPECIFICATIONS. GARBAGE DISPOSAL, SEE EQUIPMENT LEGEND ON SHEET A-0.3 FOR SPECIFICATIONS. INSTANTANEOUS WATER HEATER. SEE EQUIPMENT LEGEND ON SHEET A-0.3 FOR SPECIFICATIONS. PROVIDE 4" TAB PULL BY DOUG MOCKETT DP3B, SATIN CHROME FINISH. TENANT PROVIDED REFRIGERATOR. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS. TENANT PROVIDED MICROWAVE. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS. SPACE FOR TENANT'S VENDING MACHINES. VERIFY WITH TENANT ON EXACT DIMENSIONS. OPEN CUBBIES FOR TENANT'S OWN MICROWAVES. PROVIDE ELECTRICAL IN THE BACK OF CUBBIES. FOR FINISHES REFERENCED ON ELEVATIONS, REFER TO SHEET A-5.0 FINISH SCHEDULE. 20.2 20.12 20.3 20.4 20.5 20.6 20.13 20.7 20.8 20.9 20.10 KEYNOTES PROVIDE WALL BACKING AS REQUIRED FOR UPPER CABINET. SEE DETAILS 10/A-30.5.20.11 GENERAL NOTES PROVIDE UL RATED LEVEL 3 BULLET RESISTANT GLAZING, MK-2 VOICE PORT, UL LEVEL 3 TSS-BL2.5 ALUMINUM CHANNEL AT TOP AND BOTTOM, RECESSED CURRENCY DEAL TRAY 12"X10"X1-1/2". PROVIDE SHOP DRAWINGS FOR APPROVAL. 20.15 30" W X 84" H X 24" D BUILT-IN PLASTIC LAMINATE LOCKERS WITH 18" H BENCH AND DRAWER, DOORS WITH VENT LOUVERS, REFER TO SECTION DETAIL #20/A-30.5. PROVIDE FILLER WHERE REQUIRED. 20.14 PROVIDE FIXED WINDOW WITH BUTT JOINT GLAZING. FRAME TO MATCH DOOR FRAME ADJACENT.20.16 PROVIDE GLASS DOORS WITH LOCKABLE HARDWARES AND PUSH OPEN DEVICES. ALL INTERIOR FINISH EDGE SHOULD BE FINISHED WITH BLACK MELAMINE. PROVIDE ADJUSTABLE GLASS SHELVES INSIDE. OMIT20.17 PROVIDE GROMMETS IN WORKSURFACE AS REQUIRED. COORDINATE WITH TENANT FOR QUANTITY AND EXACT LOCATION.20.18 PROVIDE IN WALL METAL SUPPORT/BRACKET AS REQUIRED. METAL BRACKET SPEC AND SPACING PER MILLWORKER.20.19 TENANT PROVIDED FREEZER. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS.20.20 TENANT PROVIDED COFFEE MAKER.20.21 SPCIFIED LOCKERS, REFER TO CONSTRUCTION PLANS FOR SPECIFICATIONS. PROVIDE FILLER PANELS WHERE REQUIRED.20.22 1 1 1 1 PROVIDE (2) COAT HOOKS INSIDE BUILT-IN LOCKERS. SPEC: GATCO LATITUDE 2 COLLECTION, 4245, CHROME.20.23 PROVIDE RECESSED PULL, DOUG MOCKETT DP135, 6-5/16" L X 1-31/32" W. MATTE CHROME FINISH.20.24 PROVIDE 1" X 8" ROUTED VENTILATION SLOTS.20.25 1 PROVIDE LIGHT WOOD FINISH 12" DEEP BUTCHER BLOCK SEAT.20.26 FLUSH WALL MOUNT METAL GUN SAFE LOCKERS, REFER TO A-2.0 SHEET FOR ADDITIONAL INFORMATION.20.27 ACCESSIBLE 30" W X 84" H X 24" D BUILT-IN PLASTIC LAMINATE LOCKERS WITHOUT BUILT-IN BENCH AND 18" H DRAWER, DOORS WITH VENT LOUVERS.20.2820SCALE ELEVATIONS AT VOCATIONAL TRAINING MULTI-PURPOSE ROOM 02 #10613SCALE NOT USED SPECIFY ELEVATION AT TVS BREAK ROOM #17617SCALEELEVATION BY WOMAN'S RESTROOM #188 B 3/8" = 1'-0" B 18SCALENOT USED SPECIFY B 12SCALENOT USED SPECIFY B 3/8" = 1'-0" 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 4 E Q U A L D R A W E R S 12 A-30.5 2'-0" MAX. 2 1/2" 4" RE F E R T O E L E V A T I O N S FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES DOOR PULL AS SPECIFIED PLASTIC LAMINATE COUNTERTOP WITH 1 1/2" FINISHED EDGE MELAMINE DRAWER INTERIOR 5/8" MELAMINE BACK PANEL MELAMINE CABINET INTERIOR FULL EXTENSION DRAWER GLIDES (TYP.) TOE KICK TO MATCH FINISHED FACE HANGING ROD FINISHED CEILING PLASTIC LAMINATE FINISH INSIDE AND ALL EXPOSED EDGE 1" 2'-0" 6 A-30.5 4" 2' - 1 0 " 2' - 2 " 8' - 1 0 " CE I L I N G H E I G H T V . I . F . 3 A-30.5 6 EQ. SPACES AT 16" MAX. SS 1 PL 1 20.11 20.1 20.2 1 A-30.5PL 1 8 EQ. SPACES AT 15" MAX. HANGING ROD 2' - 1 0 " 8' - 1 0 " CE I L I N G H E I G H T V . I . F . 3 EQ. SPACES AT 47" MAX. 10 - PL 1 20.11 20.1 20.2 1 A-30.5PL 1 8 EQ. SPACES AT 15" MAX. 4" 2' - 1 0 " 2' - 2 " 2'-0" 6 A-30.5 3 A-30.5 6 EQ. SPACES AT 16" MAX. SS 1 PL 1 8' - 1 0 " CE I L I N G H E I G H T V . I . F . 20.7 20.7 3 A-30.5A 1'-6" 4 A-30.5A 20.4 20.620.5 3'-0" 2 A-30.5A 6 EQ. SPACES AT 15" MAX. 4" 20.13 1 A-30.5APL 1 4 EQ. SPACES AT 19" MAX. 12 EQ. SPACES AT 14" MAX. 2 EQ. SPACES AT 14" MAX. 10 A-30.5A 1" 2'-4" 1" PL 1 20.8 20.8 PL 1 6'-4" PL 3 SS 3 2 EQ. SPACES AT 15" MAX. CE I L I N G H E I G H T V . I . F . 20.11 20.1 20.9 4" 2' - 1 0 " 2' - 2 " BS 3 PL 1 PL 1 FILLER PANEL 1" PL 1 FILLER PANEL 5' - 4 " 3'-0"5'-0" 20.21 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 2ND FLOOR INTERIOR ELEVATIONS A-20.3 AS NOTED 2ND FLOOR 1ELEVATION AT 2ND FLOOR STAFF BREAK ROOM #206 3/8" = 1'-0" SCALE 3ELEVATION AT RANGE PRINT #224 3/8" = 1'-0" SCALE 10 ELEVATION AT RANGE SUPPLY ROOM #227 3/8" = 1'-0" SCALE 7SCALE 12SCALENOT USED SPECIFY 16SCALENOT USED SPECIFY 20SCALE 1. 2.REFERENCE MILLWORK NOTES ON SHEET A-30.5 SPECIFICATIONS AND GENERAL REQUIREMENTS. 20.1 ADJUSTABLE SHELVING, TYPICAL WHERE SYMBOL OCCURS OR REFERENCED IN DETAIL, SEE ELEVATION FOR QUANTITY. 4" AMEROCK BP7631226D DULL CHROME MILLWORK PULLS, TYPICAL WHERE SYMBOL OCCURS. SEE ELEVATIONS FOR QUANTITY. ELECTRICAL AND/OR COMMUNICATION OUTLETS. UNDER CABINET LIGHTING. REFERENCE SHEET A-4.0 FOR SPECIFICATIONS. NEW SINK AND LEVER FAUCET, SEE SHEET A-0.3 FOR SPECIFICATIONS. GARBAGE DISPOSAL, SEE EQUIPMENT LEGEND ON SHEET A-0.3 FOR SPECIFICATIONS. INSTANTANEOUS WATER HEATER. SEE EQUIPMENT LEGEND ON SHEET A-0.3 FOR SPECIFICATIONS. PROVIDE 4" TAB PULL BY DOUG MOCKETT DP3B, SATIN CHROME FINISH. TENANT PROVIDED REFRIGERATOR. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS. TENANT PROVIDED MICROWAVE. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS. SPACE FOR TENANT'S VENDING MACHINES. VERIFY WITH TENANT ON EXACT DIMENSIONS. OPEN CUBBIES FOR TENANT'S OWN MICROWAVES. PROVIDE ELECTRICAL IN THE BACK OF CUBBIES. FOR FINISHES REFERENCED ON ELEVATIONS, REFER TO SHEET A-5.0 FINISH SCHEDULE. 20.2 20.12 20.3 20.4 20.5 20.6 20.13 20.7 20.8 20.9 20.10 KEYNOTES PROVIDE WALL BACKING AS REQUIRED FOR UPPER CABINET. SEE DETAILS 10/A-30.5.20.11 GENERAL NOTES PROVIDE UL RATED LEVEL 3 BULLET RESISTANT GLAZING, MK-2 VOICE PORT, UL LEVEL 3 TSS-BL2.5 ALUMINUM CHANNEL AT TOP AND BOTTOM, RECESSED CURRENCY DEAL TRAY 12"X10"X1-1/2". PROVIDE SHOP DRAWINGS FOR APPROVAL. 20.15 30" W X 84" H X 24" D BUILT-IN PLASTIC LAMINATE LOCKERS WITH 18" H BENCH AND DRAWER, DOORS WITH VENT LOUVERS, REFER TO SECTION DETAIL #20/A-30.5. PROVIDE FILLER WHERE REQUIRED. 20.14 PROVIDE FIXED WINDOW WITH BUTT JOINT GLAZING. FRAME TO MATCH DOOR FRAME ADJACENT.20.16 PROVIDE GLASS DOORS WITH LOCKABLE HARDWARES AND PUSH OPEN DEVICES. ALL INTERIOR FINISH EDGE SHOULD BE FINISHED WITH BLACK MELAMINE. PROVIDE ADJUSTABLE GLASS SHELVES INSIDE. OMIT20.17 PROVIDE GROMMETS IN WORKSURFACE AS REQUIRED. COORDINATE WITH TENANT FOR QUANTITY AND EXACT LOCATION.20.18 PROVIDE IN WALL METAL SUPPORT/BRACKET AS REQUIRED. METAL BRACKET SPEC AND SPACING PER MILLWORKER.20.19 TENANT PROVIDED FREEZER. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS.20.20 TENANT PROVIDED COFFEE MAKER.20.21 SPCIFIED LOCKERS, REFER TO CONSTRUCTION PLANS FOR SPECIFICATIONS. PROVIDE FILLER PANELS WHERE REQUIRED.20.22 1 1 1 1 PROVIDE (2) COAT HOOKS INSIDE BUILT-IN LOCKERS. SPEC: GATCO LATITUDE 2 COLLECTION, 4245, CHROME.20.23 PROVIDE RECESSED PULL, DOUG MOCKETT DP135, 6-5/16" L X 1-31/32" W. MATTE CHROME FINISH.20.24 PROVIDE 1" X 8" ROUTED VENTILATION SLOTS.20.25 1 PROVIDE LIGHT WOOD FINISH 12" DEEP BUTCHER BLOCK SEAT.20.26 FLUSH WALL MOUNT METAL GUN SAFE LOCKERS, REFER TO A-2.0 SHEET FOR ADDITIONAL INFORMATION.20.27 ACCESSIBLE 30" W X 84" H X 24" D BUILT-IN PLASTIC LAMINATE LOCKERS WITHOUT BUILT-IN BENCH AND 18" H DRAWER, DOORS WITH VENT LOUVERS.20.28 NOT USED SPECIFY 15SCALENOT USED SPECIFY 19SCALE NOT USED SPECIFY NOT USED SPECIFY 14SCALENOT USED SPECIFY 18SCALE NOT USED SPECIFY11SCALENOT USED SPECIFY NOT USED SPECIFY 13SCALENOT USED SPECIFY 18SCALE 6SCALE 2ELEVATION AT OFFICE/ STORAGE #234 3/8" = 1'-0" SCALEBASE CABINET W/ DRAWERS AND HANGING ROD 1" = 1'-0" NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 5"x5"x1/4" STEEL PLATE. (N) POST EXTENSION, AS REQUIRED. WELDED TO STEEL PLATE. (N) 1-1/2" DIA. STEEL PIPE. 1" 3" 1" 1"3"1" EQ.EQ. (4) 3/8" THRU-BOLT 1-1/2" DIA. STEEL STD. PIPE HORIZONTAL GUARDRAIL MEMBERS @ 4" O.C. MAX. TYP. POWDER COATED FINISH, COLOR: GRAPHITE. 1-1/2" DIA. STEEL STD. PIPE @ 4'-0" O.C. MAX. WELDED TO STEEL PLATE. GRIND SMOOTH ALL WELDS. POWDER COATED FINISH, COLOR: GRAPHITE. J-MOLD FLOOR FINISH PER FINISH PLAN. 3/4" PLYWOOD SHEATHING FLOOR FRAMING PER STRUCTURAL DRAWINGS (4) 3/8" DIA. THRU-BOLTS. SEE DETAIL 11C/-. BLOCKING RUBBER STAIR NOSING BY JOHNSONITE 5" X 5" X 1/4" STEEL PLATE. POWDER COATED FINISH, COLOR: GRAPHITE. B CONNECTION @ PLATFORM C THRU-BOLT CONNECTION HSS STRUCTURAL SUPPORT BEAM. SEE STRUCTURAL DRAWINGS. 4" O. C . M A X . 1/4" 5"x5"x1/4" STEEL PLATE. POWDER COATED FINISH, COLOR: GRAPHITE. 1-1/2" DIA. STEEL STD. PIPE @ 4'-0" O.C. MAX. WELDED TO STEEL PLATE. GRIND SMOOTH ALL WELDS. POWDER COATED FINISH, COLOR: GRAPHITE. 1-1/2" DIA. STEEL STD. PIPE HORIZONTAL GUARDRAIL MEMBERS @ 4" O.C. MAX. TYP. POWDER COATED FINISH, COLOR: GRAPHITE. A CONNECTION @ CATWALK (4) 3/8" DIA. THRU-BOLTS. SEE DETAIL 11C/-. BAR GRATING FLOORING FASTENED TO STRUCTURE BELOW PER MANUF. RECOMMENDATION. MCHNICHOLS STAINLESS STEEL J1 HOLD-DOWN CLIP AND FASTENER. INSTALL PER MANUF. RECOMMENDATION. MCNICHOLS FLAT BAR BANDING AT EXPOSED EDGES. MATCH HEIGHT AND MATERIAL OF GRATING. 4" O. C . M A X . 4" O. C . M A X . 4" O. C . M A X . ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. LOAD-BEARING WALL - INSULATED LOAD BEARING WALL. SEE STRUCTURAL DWGS. INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT IN WALL FRAMING. S1 6" FLOOR JOISTS @ 16" O.C. SEE STRUCTURAL DRAWINGS 3/4" PLYWOOD SHEATHING, SEE STRUCTURAL DRAWINGS FLOOR FINISH PER FINISH PLAN. (1) LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE (1) LAYER OF 1/2" 5-PLY STRUCTURAL SHEATHING ON ONE SIDE, SEE STRUCTURAL DRAWINGS 6" METAL STUD @ 16" O.C. TYP. SEE STRUCTURAL DRAWINGS 6" METAL BOTTOM TRACK WITH HILTI XU SHOTPINS @ 16" O.C. TYP. SEE STRUCTURAL DRAWINGS. 4" x 4" HSS COLUMN WHERE OCCURS. CENTER IN WALL STUD, SEE STRUCTURAL DRAWINGS 3/4" PLYWOOD SHEATHING, SEE STRUCTURAL DRAWINGS METAL TOP TRACK. MATCH SIZE AND GA. OF STUD, SEE STRUCTURAL DRAWINSG 11B - 48" MIN. WIDE 42 " MI N . H I G H 5"x5" HSS CATWALK SUPPORT COLUMN. FINISH: POWDER COAT, COLOR: GRAPHITE. SEE STRUCTURAL DRAWINGS. L-5"x5" ANGLE @ 24" O.C. SUPPORTING CATWALK WALKWAY. SEE STRUCTURAL DRAWINGS. 42" MIN. HIGH x 1-1/2" DIA. STEEL STD. PIPE GUARDRAIL WITH POSTS @ 4'-0" O.C. MAX. WELDED TO SIDE OF BEAM. HORIZONTAL MEMBERS @ 4" O.C. MAX. TYP. FINISH: POWDER COAT, COLOR: GRAPHITE. BAR GRATING FLOORING FASTENED TO STRUCTURE BELOW. INSTALL PER MANUF. RECOMMENDATION. POWDER COAT FINISH, COLOR: GRAPHITE. 4" O . C . MA X . T Y P . 4" 12"x6" HSS CATWALK SUPPORT BEAM WELDED TO COLUMN. FINISH: POWDER COAT, COLOR: GRAPHITE. SEE STRUCTURAL DRAWINGS. NOTE: SAND ALL WELDS SMOOTH. PAINT. 11A - NOTE: CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ARCHITECT'S APPROVAL MCNICHOLS FLAT BAR BANDING AT EXPOSED EDGES. MATCH HEIGHT AND MATERIAL OF GRATING. PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 08/27/2024 DELTA 02 REVISION TO PERMIT 2 BUILDING SECTION AND DETAILS A-20.4 AS NOTED 2BUILDING SECTION @ CATWALK 1/4" = 1'-0" SCALE 16 17 18 19 HALLWAY 197 TVS SCENARIO TRAINING ROOM 02 198 TVS MAT TRAINING ROOM 01 161 HALLWAY 236 HALLWAY 237 K9 MULTIPURPOSE OFFICE 239 OPEN WORK AREA 209 TVS RANGE SIM. TRAINING ROOM 03 196 20.1 NEW PARTITION PER FLOOR PLAN AND WALL SCHEDULE ON SHEET A-2.0. KEYNOTES F.F. ±0' - 0" T.O. SECOND FLOOR (K9 TRAINING) ±14' - 0 1/2" (V.I.F.) T.O. SECOND FLOOR (OFFICE) ±14' - 5 3/4" (V.I.F.) T.O. ROOF ±VARIES 1 1/2"EQ.GUARDRAIL POSTS @ 4'-0" O.C., TYP. = 20'-0"EQ.CL CL CL CL 1 1/2" ±71'-11" CATWALK RUN (V.I.F.) ±6'-3" PLATFORM WALKWAY 17 - 1 1/2" EQ.GUARDRAIL POSTS @ 4'-0" O.C., TYP. = 20'-0"EQ. 28'-0"28'-0"28'-0" ±27'-1" (V.I.F)±27'-7" (V.I.F.) 1 1/2" 1 1/2"EQ.4'-0"4'-0"EQ.1 1/2" ±16'-5" (V.I.F.) 17CATWALK SECTION DETAIL 1" = 1'-0" SCALE 20.2 NEW 4'-0" MIN. WIDE CATWALK WITH BAR GRATING FLOOR, SEE CONSTRUCTION PLAN ON SHEET A-2.0B & A-2.1 FOR SPECIFICATION AND FINISH. SLOPE CATWALK AS SHOWN AND AS CLOSE TO 2% IN DIRECTION OF TRAVEL (5% MAX. ALLOWED PER CODE) TO ACCOMMODATE FOR FLOOR HEIGHT LEVEL DIFFERENCE. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 20.3 NEW 5"X5" HSS COLUMNS SUPPORTING CATWALK. SEE CONSTRUCTION PLAN ON SHEET A-2.0B & A-2.1 FOR FINISH. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. 20.5 NEW 42" MIN. HIGH GUARDRAIL. SEE CONSTRUCTION PLAN ON SHEET A-2.1 FOR FINISH. 20.6 NEW PLATFORM WALKWAY. SEE CONSTRUCTION PLANS AND FINISH PLANS FOR MORE INFORMATION. SEE STRUCTURAL DRAWINGS. 20.7 NEW LOAD BEARING WALL SUPPORTING NEW WALKWAY. SEE CONSTRUCTION PLANS FOR MORE INFORMATION. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. 20.4 NEW 4"x4" HSS COLUMNS SUPPORTING WALKWAY. CENTER POSTS IN WALL STUDS. SEE CONSTRUCTION PLANS FOR MORE INFORMATION. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. 20.1 TYP. 20.1 TYP. 20.1 TYP. 20.2 20.3 20.3 20.4 20.7 20.5 20.6 11GUARDRAIL CONNECTION DETAIL 3" = 1'-0" SCALE 8S1 WALL TYPE 3" = 1'-0" SCALE 8 - 2% MIN. - 5% MAX. SLOPE NOTE: CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. 2% MIN. - 5% MAX. SLOPE 2% MIN. - 5% MAX. SLOPE NOTE: CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. NOTE: SAND ALL WELDS SMOOTH. PAINT. 2 2 (B OCC.) (B OCC.) (B OCC.) (B OCC.) TO PERMIT 08/29/2024 DELTA 02 REVISION TO PERMIT 2 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 +8'-4" +8'-4" +8'-4" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 1ST FLOOR ENLARGED RESTROOM PLANS A-21.0 AS NOTED 1ST FLOOR ENLARGED CONSTRUCTION PLAN - SHOWER & RESTROOMS 179 & 180 1SCALE: 1/4" = 1'-0" MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 RESTROOM FINISH LEGEND WALL FINISH TYPE OF FINISH FINISH NUMBER SPECIAL FINISH TYPE OF FINISH FINISH NUMBER XX XX XX XX PATTERN DIRECTION FLOOR BASE TYPE OF FINISH FINISH NUMBER FLOOR FINISH TYPE OF FINISH FINISH NUMBER XX XX XX XX FLOOR TRANSITION CONSTRUCTION LEGEND REFLECTED CEILING LEGEND AREA NOT IN CONTRACT (N.I.C.). EXISTING CONSTRUCTION TO REMAIN. EXISTING SINGLE DOOR, DOOR FRAME AND DOOR HARDWARE IS TO REMAIN AT LOCATION SHOWN. NEW CONSTRUCTION, TYPICAL PARTITION UNLESS OTHERWISE NOTED. PARTITION TYPE SYMBOL. SEE PARTITION TYPES LEGEND NEW SINGLE DOOR, DOOR FRAME AND HARDWARE. ROOM KEY SYMBOL ROOM NAME ROOM NUMBER - NAME 100 RESTROOM EQUIPMENT SCHEDULE. REFER TO SHEET A-21.4.# DRYWALL CEILING, HEIGHT IS INDICATED IN BUBBLE IF NOT STANDARD. REFER TO DETAIL A-30.2. CEILING HEIGHT AS INDICATED.+X'-X" EXISTING DRYWALL CEILING TO REMAIN. NOTE: FOR THE KEYNOTES AND FINISH SCHEDULE REFERENCED ON THE PLAN, SEE SHEET A-21.4. TILE START POINT. FINISH KEYNOTES 5.1 PROVIDE 4" WIDE STONE THRESHOLD. 5.2 PROVIDE 2" WIDE STONE THRESHOLD. 1ST FLOOR ENLARGED CEILING PLAN - SHOWER & RESTROOMS 179 & 180 2SCALE: 1/4" = 1'-0" MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 1ST FLOOR ENLARGED FLOOR FINISH PLAN - SHOWER & RESTROOMS 179 & 180 3SCALE: 1/4" = 1'-0" MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 1ST FLOOR ENLARGED WALL FINISH PLAN - SHOWER & RESTROOMS 179 & 180 4SCALE: 1/4" = 1'-0" MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 2A 2B 2C 2D A-21.1 4C 4B 4A 4D A-21.1 5'-0"3'-1"6'-5"4'-3"5'-5"9'-2"5'-10" 4' - 0 " 7' - 9 " 6' - 0 " 4' - 4 " 5' - 1 " 5'-0"3'-1"6'-5"4'-3"5'-5"9'-2"5'-10" FT 2 FT 2 WT 2 PL 1 SS 4 PL 1 SS 4 1ST FLOOR 4' - 0 " WT 2 WT 2 WT 2 P 1 WT 2 WT 2 WT 2 P 1 WT 2 5.1 5.1 5.2 5.2 5.2 5.2 CL EQ.EQ. EQ . EQ . EQ.4'-0"EQ. EQ.EQ.EQ. 1' - 6 " 1'-6"3'-5"4'-3" 3' - 8 " 2'-6" CL CL CL CL EQ . EQ . EQ.EQ.EQ.EQ. CL CL CL CL CL EQ.EQ. EQ . EQ . EQ.4'-0"EQ.1'-6"3'-5"4'-3"2'-6"EQ.EQ.EQ.EQ. CL CL EQ . EQ . CL CL EQ.EQ.EQ. CL LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3LF-3 LF-3 LF-3 LF-3 LF-3 CL 12A 12A 1A 1B 1C 1D 1A 1B1A1B33A3B433A3B 3 3A 3B 4 3 3A 3B 6 6 7 7 27 28 30 31 12A 12A 23 23 18 18 19 19 19 19 18 1' - 6 " 3' - 8 " E FT 3 FT 3 FT 3 FT 3 PL 1 PL 1 24 24 30"X48" CLEAR SPACE 30"X48" CLEAR SPACE 18" MIN. 18" MIN. 32" MIN. 32" MIN. 18" MIN. 18" MIN. 48 " M I N . 44 " M I N . 44 " M I N . 60" MIN DIAMETER CLEAR. 60" MIN DIAMETER CLEAR. 17"-18" 60 " M I N . 60" MIN. 17"-18" 60 " M I N . 60" MIN. 60" MIN DIAMETER CLEAR. 60" MIN DIAMETER CLEAR. 18 " M I N . 18 " M I N . 1ST FLOOR ENLARGED PLAN - NEW SHOWER & RESTROOMS 179 & 180 4SCALE: 1/4" = 1'-0" MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 12" MIN. 12" MIN. 13 A-21.1 22 21 1720 22 21 1720 14 A-21.1 18 1818 18 1818 36" MIN. 36" MIN. 5'-0" MIN. 19 " M I N . - 27 " M A X 36 " M I N . ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT PER FIGURE 11B-608.2.3. SLOPE 1/4" MAX SLOPE 1/4" MAX 36" MIN. 5'-0" MIN. 19 " M I N . - 27 " M A X 36 " M I N . ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT PER FIGURE 11B-608.2.3. 5SCALE: 3/8" = 1'-0"ELEVATION AT MEN'S SHOWER & RESTROOM B NOTE: NOT IN SCOPE OF WORK. ALL ACCESSIBILITY UPGRADES TO BE COMPLETED UNDER A SEPARATE PERMITS #101120027 & #30147489 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 ELEVATION C ELEVATION D 1' - 0 " 5' - 0 " 8' - 4 " 2' - 1 0 " 8' - 4 " 4" P 1 P 1 P 1 P 1 12A3B 3A 12A WT 2 FULL HEIGHT TILES CUT TILES ON END AS NEEDED - EQ. WIDTH START FULL TILE ON TOP ROW 3' - 4 " M A X . 24 B 2 B 2 ELEVATION A ELEVATION B 17 " T O 1 9 " MA X . 33 " - 3 6 " 4' - 4 " 17 " T O 1 9 " MA X . 33 " - 3 6 " 4' - 4 " 12" MIN. 24" MIN. 36" MIN. 1'-6" CL METAL STRIP AT ALL EXPOSED EDGES WT 2 P 1 METAL STRIP AT ALL EXPOSED EDGES 1' - 0 " 5' - 0 " 8' - 4 " 4" P 1 EQ.EQ. P 1 WT 2 WT 2 METAL STRIP AT ALL EXPOSED EDGES 2' - 1 0 " 4" PL 1 SS 4 WT 2 P 1 12" MAX. 42" MIN. 54" MIN. 19 " 8' - 4 " 1A 1B1A1B 7 3B 3A 3B 3A 4 1A 1B 6 23 FULL HEIGHT TILES FULL HEIGHT TILES B 2 B 2 B 2 B 2 PL 1 CUT TILES ON END AS NEEDED - EQ . WIDTH CUT TILES ON END AS NEEDED - EQ. WIDTH CUT TILES ON END AS NEEDED - EQ . WIDTH CUT TILES ON END AS NEEDED - EQ . WIDTH START FULL TILE ON TOP ROW START FULL TILE ON TOP ROW START FULL TILE ON TOP ROW START FULL TILE ON TOP ROW 7"-9" ELEVATION C ELEVATION D 1' - 0 " 5' - 0 " 2' - 1 0 " 8' - 4 " 4" 8' - 4 " P 1 WT 2 P 1 3B 3A 12A 12A FULL HEIGHT TILES CUT TILES ON END AS NEEDED - EQ. WIDTH START FULL TILE ON TOP ROW 3' - 4 " M A X . 24 B 2 B 2 ELEVATION A ELEVATION B METAL STRIP AT ALL EXPOSED EDGES METAL STRIP AT ALL EXPOSED EDGES METAL STRIP AT ALL EXPOSED EDGES 17 " T O 1 9 " MA X . 33 " - 3 6 " 4' - 4 " 1' - 0 " 5' - 0 " 1'-6" CL 12" MIN. 24" MIN. 36" MIN. 2' - 1 0 " 4" 8' - 4 " 4"17 " T O 1 9 " MA X . 33 " - 3 6 " 4' - 4 " 4" 8' - 4 " 12" MAX. 42" MIN. 54" MIN. EQ.EQ. WT 2 P 1 P 1 WT 2 P 1 WT 2 WT 2 P 1 P 1 PL 1 SS 4 7 1A 1B 1A 1B 3B 3A 4 3B 3A 6 1A 1B 23 FULL HEIGHT TILES FULL HEIGHT TILES B 2 B 2 B 2 B 2 B 2 PL 1 CUT TILES ON END AS NEEDED - EQ. WIDTH CUT TILES ON END AS NEEDED - EQ . WIDTH CUT TILES ON END AS NEEDED - EQ. WIDTH CUT TILES ON END AS NEEDED - EQ . WIDTH START FULL TILE ON TOP ROW START FULL TILE ON TOP ROW START FULL TILE ON TOP ROW START FULL TILE ON TOP ROW 19 " 7"-9" 4" 33 " - 3 6 " T O TO P O F G R A B B A R 59" MIN. HOSE WT 2 FULL HEIGHT TILES CUT TILES ON END AS NEEDED - EQ. WIDTH START FULL TILE ON TOP ROW 22 20 21 19" MIN. 27" MAX 48 " M A X T O T O P O F MO U N T I N G B R A C K E T 17 " - 1 9 " 4" 33 " - 3 6 " T O TO P O F G R A B B A R 59" MIN. HOSE WT 2 FULL HEIGHT TILES CUT TILES ON END AS NEEDED - EQ. WIDTH START FULL TILE ON TOP ROW 22 20 21 48 " M A X T O T O P O F MO U N T I N G B R A C K E T 17 " - 1 9 " 19" MIN. 27" MAX 1ST FLOOR RESTROOM ELEVATIONS A-21.1 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 2ELEVATIONS AT MEN'S SHOWER & RESTROOM #179 3/8" = 1'-0" SCALE 4ELEVATIONS AT WOMEN'S SHOWER & RESTROOM #180 3/8" = 1'-0" SCALE 133/8" = 1'-0" SCALE 14SPECIFY SCALE 15NOT USED SPECIFY SCALE 16NOT USED SPECIFY SCALE 17NOT USED SPECIFY SCALE 18NOT USED SPECIFY SCALE 19NOT USED SPECIFY SCALE 20NOT USED SPECIFY SCALE 1ST FLOOR B B ELEVATION AT MEN'S SHOWER & RESTROOM #179 ELEV. AT WOMEN'S SHOWER & RESTROOM #180 B B 1 NOTE: NOT IN SCOPE OF WORK. ALL ACCESSIBILITY UPGRADES TO BE COMPLETED UNDER A SEPARATE PERMITS #101120027 & #30147489 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 +8'-4" +8'-4" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 1ST FLOOR ENLARGED RESTROOM PLANS A-21.2 AS NOTED 1ST FLOOR ENLARGED CONSTRUCTION PLAN - MEN'S RESTROOM 147 5SCALE: 1/4" = 1'-0" 1ST FLOOR ENLARGED CONSTRUCTION PLAN - RESTROOMS 188 & 189 1SCALE: 1/4" = 1'-0" MEN'S RESTROOM 189 WOMEN'S RESTROOM 188 (N) MEN'S RESTROOM 147 RESTROOM FINISH LEGEND WALL FINISH TYPE OF FINISH FINISH NUMBER SPECIAL FINISH TYPE OF FINISH FINISH NUMBER XX XX XX XX PATTERN DIRECTION FLOOR BASE TYPE OF FINISH FINISH NUMBER FLOOR FINISH TYPE OF FINISH FINISH NUMBER XX XX XX XX FLOOR TRANSITION CONSTRUCTION LEGEND REFLECTED CEILING LEGEND AREA NOT IN CONTRACT (N.I.C.). EXISTING CONSTRUCTION TO REMAIN. EXISTING SINGLE DOOR, DOOR FRAME AND DOOR HARDWARE IS TO REMAIN AT LOCATION SHOWN. NEW CONSTRUCTION, TYPICAL PARTITION UNLESS OTHERWISE NOTED. PARTITION TYPE SYMBOL. SEE PARTITION TYPES LEGEND NEW SINGLE DOOR, DOOR FRAME AND HARDWARE. ROOM KEY SYMBOL ROOM NAME ROOM NUMBER - NAME 100 RESTROOM EQUIPMENT SCHEDULE. REFER TO SHEET A-21.4.# DRYWALL CEILING, HEIGHT IS INDICATED IN BUBBLE IF NOT STANDARD. REFER TO DETAIL A-30.2. CEILING HEIGHT AS INDICATED.+X'-X" EXISTING DRYWALL CEILING TO REMAIN. NOTE: FOR THE KEYNOTES AND FINISH SCHEDULE REFERENCED ON THE PLAN, SEE SHEET A-21.4. TILE START POINT. FINISH KEYNOTES 5.1 PROVIDE 4" WIDE STONE THRESHOLD. 5.2 PROVIDE 2" WIDE STONE THRESHOLD. 1ST FLOOR ENLARGED CEILING PLAN - RESTROOMS 188 & 189 2SCALE: 1/4" = 1'-0" 1ST FLOOR ENLARGED FLOOR FINISH PLAN - RESTROOMS 188 & 189 3SCALE: 1/4" = 1'-0" 1ST FLOOR ENLARGED WALL FINISH PLAN - RESTROOMS 188 & 189 4SCALE: 1/4" = 1'-0" MEN'S RESTROOM 189 WOMEN'S RESTROOM 188 MEN'S RESTROOM 189 WOMEN'S RESTROOM 188 MEN'S RESTROOM 189 WOMEN'S RESTROOM 188 1ST FLOOR ENLARGED CEILING PLAN - MEN'S RESTROOM 147 6SCALE: 1/4" = 1'-0" (N) MEN'S RESTROOM 147 1ST FLOOR ENLARGED FLOOR FINISH PLAN - MEN'S RESTROOM 147 7SCALE: 1/4" = 1'-0" (N) MEN'S RESTROOM 147 1ST FLOOR ENLARGED WALL FINISH PLAN - MEN'S RESTROOM 147 8SCALE: 1/4" = 1'-0" (N) MEN'S RESTROOM 147 1C 1D 1A 1B A-21.3 3A 3D 3C 3B A-21.3 4A 4B4CA-21.3 5'-0"3'-0"3'-0"3'-0"3'-0"11'-4"5'-7" 4' - 1 1 " 5'-0"3'-0"3'-0"3'-0"3'-0"10'-11" 10 ' - 7 " 5' - 0 " 5' - 0 " 10 ' - 4 " 3' - 0 " FT 2 FT 2 P 1 PL 1 SS 4 PL 1 SS 4 1ST FLOOR 4' - 0 " LF-3 LF-3 CL EQ . EQ . 8'-0"EQ.EQ. WT 2 WT 2 P 1 WT 1 2' - 6 " E FT 1 5.1 5.1 5.1 CL CLCLCL CL 1'-6"1'-6"EQ.EQ. 1' - 6 " 3'-6" 3' - 8 " 2'-6"3'-0"6'-2" CL 2' - 7 " CL CL CL CL 1' - 6 " 1'-6"EQ.EQ.1'-6"EQ.EQ.3'-0"6'-2"2'-6" 3' - 8 " 2' - 8 " CLCL CL EQ.EQ. LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3LF-3LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 1C 1C1D 1D 1A 1B1A1B 1A 1B 1A 1B1A1B 1A 1B 1A 1B 1A 1B 3 3A 3B 3 3A 3B 3 3A 3B4 7 6 6 7 3 3A 3B 3 3A 3B 3 3A 3B4 16 27 30 28 31 12A 12A 9 24 24 18 18 18 18 18 18 18 18 1A 1B 6 7 14 15 25 12 27 30 P 1 B B B LF-2 LF-2 20" NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 ELEVATION A ELEVATION B ELEVATION C 17 " T O 1 9 " MA X . 33 " - 3 6 " 1'-6" CL 17 " T O 1 9 " MA X . 33 " - 3 6 " 8' - 1 0 " 2' - 1 0 " 3' - 4 " M A X . 8' - 1 0 " 2' - 1 0 " 4' - 4 " 8' - 1 0 " 1A 1B 7 1A 1B 6 15 12 15 25 25 12 4' - 4 " CUT TILES ON END AS NEEDED - EQ. WIDTH CUT TILES ON END AS NEEDED - EQ. WIDTH WT 1 WT 1 WT 1 START FULL TILE ON TOP ROW START FULL TILE ON TOP ROW FULL TILE 4" B 2 4' - 4 " METAL STRIP AT ALL EXPOSED EDGES METAL STRIP AT ALL EXPOSED EDGES METAL STRIP AT ALL EXPOSED EDGES 4"4"4" 19 " 7"-9" ELEVATION A ELEVATION B WT 2 P 1 P 1 P 1 WT 2 PL 1 SS 4 17 " T O 1 9 " MA X . 33 " - 3 6 " 4' - 4 " 12" MIN. 24" MIN. 36" MIN. 1'-6" CL 1' - 0 " 5' - 0 " METAL STRIP AT ALL EXPOSED EDGES 2' - 1 0 " 4"17 " T O 1 9 " MA X . 33 " - 3 6 " METAL STRIP AT ALL EXPOSED EDGES 12" MAX. 42" MIN. 54" MIN. 19 " 4' - 4 " 8' - 4 " 1A 1B1A1B1A1B 1A 1B 6 1' - 0 " 4' - 0 " 17 " MA X . 3B 3A 3B 3A 3B 3A 4 7 1C 1D 1C 1D 16 B 2 CUT TILES ON END AS NEEDED - EQ. WIDTH CUT TILES ON END AS NEEDED - EQ. WIDTH START FULL TILE ON TOP ROW START FULL TILE ON TOP ROW 4" 7"-9" ELEVATION C ELEVATION D P 1 P 1 P 1 P 1 P 1 1' - 0 " 5' - 0 " 8' - 4 " 2' - 1 0 " 8' - 4 " 4" 3B 3A 12A 4" B 2 4" B 2 ELEVATION A ELEVATION B ELEVATION C ELEVATION D 17 " T O 1 9 " MA X . 33 " - 3 6 " 4' - 4 " 8' - 4 " 2' - 1 0 " 4"17 " T O 1 9 " MA X . 33 " - 3 6 " 4' - 4 " 8' - 4 " 2' - 1 0 " 8' - 4 " 4" 1'-6" CL 12" MIN. 24" MIN. 36" MIN. METAL STRIP AT ALL EXPOSED EDGES 1' - 0 " 5' - 0 " PL 1 SS 4 WT 2 P 1 METAL STRIP AT ALL EXPOSED EDGES 12" MAX. 42" MIN. 54" MIN. WT 2 P 1 1' - 0 " 5' - 0 " 3' - 4 " M A X . 8' - 4 " 3' - 4 " M A X . P 1 P 1 7 1A 1B 1A 1B 1A 1B 1A 1B 1A 1B 3B 3A 4 3B 3A 3B 3A 6 1A 1B 12A 3B 3A 9 24 B 2 CUT TILES ON END AS NEEDED - EQ. WIDTH CUT TILES ON END AS NEEDED - EQ. WIDTH START FULL TILE ON TOP ROW START FULL TILE ON TOP ROW B 2 B 2 4"4"4" 19 " 7"-9" 1ST FLOOR RESTROOM ELEVATIONS A-21.3 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 1ELEVATIONS AT WOMEN'S RESTROOM #188 3/8" = 1'-0" SCALE 3ELEVATIONS AT MEN'S RESTROOM #189 3/8" = 1'-0" SCALE15NOT USED SPECIFY SCALE 16NOT USED SPECIFY SCALE 19NOT USED SPECIFY SCALE 20NOT USED SPECIFY SCALE 1ST FLOOR 4ELEVATIONS AT (N) MEN' S RESTROOM #147 3/8" = 1'-0" SCALE 14NOT USED SPECIFY SCALE18NOT USED SPECIFY SCALE B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT RESTROOM EQUIPMENT SCHEDULE A-21.4 AS NOTED RESTROOM EQUIPMENT SCHEDULE 10 CUSTOM VANITY SINK APRON: MANUF.:CUSTOM BY MILLWORKER DIMENSIONS:13"H X COUNTER WIDTH, V.I.F. INSTALL AT 12" A.F.F. NOTE:PROVIDE CONCEALED HINGES, AND EACH PANEL SHOULD BE INDEPENDENT TO ACCESS PLUMBING PIPES BELOW EACH LAVATORY FINISH:MATCH PL-X NOTE #1:PROVIDE SHOP DRAWINGS NOTE #2:PROVIDE HEAVY DUTY MAGNETS AND CREATE TWO PANELS IN LIEU OF 1 LARGE PIECE. PROVIDE INTERMEDIATE SUPPORT AS REQUIRED. 11 STEEL KICK PLATE: SIZE:10" HIGH X 36" FINISH:BRUSHED STAINLESS STEEL NOTE :PROVIDE ON BOTH SIDES OF DOOR. 12 MIRROR WITH STAINLESS STEEL ANGLED FRAME: MANUF.:BOBRICK AND HADRIAN PRODUCTS NUMBER:B-290-2436 FINISH:STAINLESS STEEL SIZE:24" W X 36" H NOTE :PROVIDE WALL BACKING AS REQUIRED, INSTALL @ 40" A.F.F.. 12A MIRROR WITH STAINLESS STEEL ANGLED FRAME: MANUF.:BOBRICK AND HADRIAN PRODUCTS NUMBER:B-290-2460 FINISH:STAINLESS STEEL SIZE:24" W X 60" H NOTE :PROVIDE WALL BACKING AS REQUIRED, INSTALL @ 12" A.F.F.. 13 ROUND DRAIN COVER: FINISH:STAINLESS STEEL BRUSHED FINISH NOTE:SEE PLUMBING DRAWINGS. REFER TO DETAIL X/A-X.X. 14 ELECTRIC SOAP DISPENSER FOR WALL HUNG LAVATORY: MANUF.:BOBRICK MODEL:AUTOMATIC LAVATORY MOUNTED SOAP DISPENSER NUMBER:B-826.18 FINISH:CHROME FINISH NOTE :PROVIDE AC ADAPTOR 826.20 15 FAUCET FOR WALL HUNG LAVATORY: MANUF.:AMERICAN STANDARD NAME:SELECTRONIC PROXIMITY LAVATORY FAUCET NUMBER:605B.105 FINISH:CHROME FINISH NOTE :PROVIDE MULTI AC POWER KIT 16 WALL MOUNTED SCREEN: MANUF.:HADRIAN STYLE:WALL MOUNTED 24"D X 48"H ADA COMPLIANT MATERIAL:POWDER COATED STEEL COLOR:#504 LINEN 17 SINGLE HANDLE POSI-TEMP PRESSURE BALANCING SHOWER TRIM ONLY: MANUF.:MOEN MODEL:T8375EP15 (1.5 GPM) WATERSENSE CERTIFIED FINISH:POLISH CHROME NOTE:INCLUDE ALL PIECES REQUIRED FOR THIS SYSTEM TO WORK PROPERLY 18 ROBE HOOK: MANUF.:GATCO MODEL:LATITUDE 2 COLLECTION NUMBER:4245 FINISH:CHROME NOTE :PROVIDE COAT HOOK AT ADA STALL @ 48" A.F.F., NON ADA STALLS HUNG AT 60" A.F.F. NOTE :REFER TO PLAN FOR EXACT QUANTITY 19 HEAVY DUTY SHOWER CURTAIN ROD: MANUF.:BOBRICK MODEL:B-207 FINISH:SATIN NOTE :PROVIDE VINYL CURTAIN B-204-3 & STAINLESS STEEL HOOKS B-204-1 20 1-1/2" DIA. STAINLESS STEEL HORIZONTAL TWO-WALL ADA BAR WITH SNAP FLANGE: MANUF.:BOBRICK MODEL:B-6861 FINISH:SATIN 21 THREE FUNCTION COMMERCIAL SHOWER SYSTEM: MANUF.:MOEN MODEL:8342, 8342EP15 FINISH:POLISH CHROME NOTE:INCLUDE ALL PIECES REQUIRED FOR THIS SYSTEM TO WORK PROPERLY 22 REVERSIBLE SOLID PHENOLIC FOLDING SHOWER SEAT: MANUF.:BOBRICK MODEL:B-5181 COLOR:WHITE 23 METAL LOCKERS: MANUF.:HOLLMAN MODEL:PHENOLIC LOCKERS MODEL PB1 (2 TIER) DIMENSION:60" H X 12" W X 20" D FINISH:SMOOTH, COLOR DOVE GREY PSDG NOTE #1:PROVIDE 5% LOCKERS WITH ADA LOGO STICKERS AND ADA COMPLIANT LOCK. NOTE #2:PROVIDE KEYLESS HASP LOCKS. EXACT QUANTITIES AND LOCKER CONFIGURATION TO BE CONFIRMED BY CLIENT. NOTE #3:PROVIDE VERTICAL ANGLE FILLERS AND WALL ANGEL - SLIP JOINT AS REQUIRED. NOTE #4:GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS AND CONFIRM EXACT DIMENSION PRIOR FRAMING THE WALL. CONFIRM HEIGHT, WIDTH AND DEPTH WITH LOCKER MANUFACTURER. NOTE #5:GC TO ANCHOR LOCKERS TO FLOOR AND WALL AS REQUIRED. NOTE #6:PROVIDE COAT HOOK INSIDE LOCKER. LOCATION:SHOWER ROOMS 24 RECESSED AUTOMATIC PAPER TOWEL DISPENSER/WASTE RECEPTACLE: MANUF.:BOBRICK NUMBER:B-3974 FINISH:STAINLESS STEEL-SATIN R.O.:17-3/16" WIDE X 56" HIGH X 9-1/16" MIN. DEPTH NOTE #1:GENERAL CONTRACTOR TO COORDINATE WITH ELEVATION FOR INSTALLATION PLACEMENT. RE-FRAME WALL AS REQUIRED. NOTE #2:PROVIDE AC ADAPTER PART #3974-57 NOTE #3:WHEN INSTALLING NEXT TO COVE BASE, PROVIDE MITERED COVE BASE 45 DEGREES TO ACCOMMODATE FLANGE. 25 ACCESSIBLE WALL HUNG LAVATORY: MANUF.:AMERICAN STANDARD NAME:WALL HUNG LAVATORY WITH EVERCLEAN DECORUM NUMBER:9024.011EC CHO WITH RIGHT HAND SOAP DISPENSER FINISH:WHITE NOTE:PROVIDE INSULATION AT EXPOSED PIPES BELOW. 26 BENCH: MANUF.:HOLLMAN MODEL:OLSO-ADA (NO BACK) SIZE:48"W X 20"D (ADA) X 18"H FINISH:BUTCHER CLOCK - MAPLE CLEAR NOTE:LEAD TIME 4-6 WEEKS. ATTACHED TO ADA BENCH (NO BACK) TO ADJACENT WALL. 27 NEW DOOR MOUNTED ACCESSIBLE SIGNAGE FOR MEN'S RESTROOM NUMBER:SBH12M SIZE:12" TRIANGLE COLOR:BLDG. STD. 28 NEW DOOR MOUNTED ACCESSIBLE SIGNAGE FOR WOMEN'S RESTROOM NUMBER:SBH12W SIZE:12" CIRCLE COLOR:BLDG. STD. 29 NEW DOOR MOUNTED ACCESSIBLE SIGNAGE FOR ALL GENDER RESTROOM NUMBER:SBH12W SIZE:12" CIRCLE COLOR:BLDG. STD. 30 NEW WALL MOUNTED ACCESSIBLE SIGNAGE FOR MEN'S RESTROOM NUMBER:SB445 SIZE:8"X8" COLOR:BLDG. STD. 31 NEW WALL MOUNTED ACCESSIBLE SIGNAGE FOR WOMEN'S RESTROOM NUMBER:SB443 SIZE:8"X8" COLOR:BLDG. STD. 32 NEW WALL MOUNTED ACCESSIBLE SIGNAGE FOR ALL GENDER RESTROOM NUMBER:SB443 SIZE:8"X8" COLOR:BLDG. STD. 1A ACCESSIBLE FLOOR MOUNTED WATER CLOSET: MANUF.:AMERICAN STANDARD NAME: MADERA FLOWISE 16-1/2" HEIGHT ELONGATED LESS EVER CLEAN NUMBER:3043.001/3248.001 ELONGATED BOWL ONLY, TOP SPUD FINISH: WHITE MOUNTING HEIGHT: MOUNT ALL TOILETS AT ACCESSIBLE HEIGHT 1B TOILET FLUSH VALVE: MANUF.:SLOAN NAME: REGAL SENSOR 1.28 GPF TOILET FLUSHOMETER NUMBER:REGAL 111 SFSM-1.28-TMO FINISH: POLISHED CHROME NOTE #1:PROVIDE 1-1/2" CLEAR BETWEEN TOP OF FLUSHOMETER AND BOTTOM OF ADA GRAB BAR. 1C WALL MOUNTED URINAL: MANUF.:KOHLER NAME: DEXTER 0.125 GPF NUMBER:K-5452-ET FINISH: WHITE MOUNTING HEIGHT: MOUNT ACCESSIBLE HEIGHT AT ACCESSIBLE STALL ONLY 1D URINAL FLUSH VALVE: MANUF.:SLOAN NAME: REGAL SENSOR 0.125 GPF FLUSH VALVE NUMBER:REGAL 186 SFSM-0.125-TMO FINISH: POLISHED CHROME 2 TOILET SEAT: MANUF.:AMERICAN STANDARD NAME: COMMERCIAL HEAVY DUTY OPEN FRONT LESS COVER NUMBER:5901.100 FINISH: WHITE NOTE: REFER TO SHEET 12/A-0.6B FOR SEAT HEIGHT. 3 ELECTRIC SOAP DISPENSER: MANUF.:SLOAN MODEL: ESD-2000-CP NUMBER:3346089 FINISH: POLISHED CHROME NOTE: PROVIDE POWER FOR AC ADAPTOR 0346090 3A LAVATORY: MANUF.: KOHLER NAME: VERTICYL NUMBER:K-2882 UNDERMOUNT BATHROOM SINK FINISH: VITREOUS CHINA WHITE SIZE: BASIN AREA: 17-1/4"L X 13"W X 3-1/8"D NOTE: REFER TO PLUMBING PLANS. MOUNT TO MEET ADA GUIDELINES PER MANUFACTURERS SPECIFICATIONS. 3B ACCESSIBLE FAUCET: MANUF.:SLOAN NAME: OPTIMA SENSOR FAUCET NUMBER:EAF200 - 0.5 GPM CODE NUMBER 3335055 FINISH: POLISHED CHROME NOTE #1: REFER TO PLUMBING PLANS FOR ADDITIONAL INFO. NOTE #2: PROVIDE POWER FOR HARD WIRED OPTION. 4 CUSTOM VANITY MIRROR: SIZE: CUSTOM SIZE. SEE INTERIOR ELEVATIONS. NOTE: FULL WIDTH OF WALL X H PER ELEVATION NOTE: 1/4" THICK CLEAR MIRROR WITH SAFETY BACK NOTE: CRL 3/8" J MOLD AT ALL SIDES, CLEAR ANODIZED ALUMINUM NOTE: ALL SIDES, PROVIDE MITERED CORNERS, TYP. 5 SURFACE MOUNTED TOILET SEAT-COVER DISPENSER AND TOILET TISSUE DISPENSER (MEN'S): MANUF.: BOBRICK CLASSIC SERIES NUMBER: B-3479 FINISH: STAINLESS STEEL SATIN R.O.: 16" WIDE X 29-1/4" HIGH X 4" DEPTH 5A SURFACE MOUNTED TOILET SEAT-COVER DISPENSER, SANITARY NAPKIN DISPOSAL, AND TOILET TISSUE DISPENSER (WOMEN'S): MANUF.: BOBRICK CLASSIC SERIES NUMBER: B-3579 FINISH: STAINLESS STEEL SATIN R.O.: 16" WIDE X 29-1/4" HIGH X 4" DEPTH 5B PARTITION MOUNTED TOILET SEAT-COVER DISPENSER, SANITARY NAPKIN DISPOSAL, AND TOILET TISSUE DISPENSER (WOMEN'S): MANUF.: BOBRICK CLASSIC SERIES NUMBER: B-357 FINISH: STAINLESS STEEL SATIN R.O.: 17" WIDE X 31" HIGH X 4" DEPTH 5C RECESSED MOUNTED TOILET SEAT-COVER DISPENSER, SANITARY NAPKIN DISPOSAL, AND TOILET TISSUE DISPENSER (WOMEN'S): MANUF.: BOBRICK CLASSIC SERIES NUMBER: B-3092 OR B-3091 FINISH: STAINLESS STEEL SATIN R.O.: 16" WIDE X 29-1/4" HIGH X 4" DEPTH 5D BACK TO BACK TOILET SEAT-COVER DISPENSER AND TOILET TISSUE DISPENSER (MEN'S): MANUF.: BOBRICK CLASSIC SERIES NUMBER: B-347 FINISH: STAINLESS STEEL SATIN R.O.: 16" WIDE X 29-1/4" HIGH X 4" DEPTH 6 1-1/2" DIA. STAINLESS STEEL 42" LONG GRAB BAR WITH SNAP FLANGE: MANUF.: BOBRICK NUMBER: B-6806X42 FINISH: SATIN 7 1-1/2" DIA. STAINLESS STEEL 36" LONG GRAB BAR WITH SNAP FLANGE: MANUF.: BOBRICK NUMBER: B-6806X36 FINISH: SATIN 8 FLOOR MOUNTED HEAD RAIL BRACED TOILET PARTITIONS: MANUF.: HADRIAN STYLE: STANDARD SERIES - POWDER STEEL COATED TOILET PARTITIONS SIZE: 58" HIGH DOORS AND PANELS MATERIAL: POWDER COATED STEEL COLOR: #504 LINEN PRIVACY: PROVIDE "NO SIGHTLINE SOLUTION" NOTE: MOUNT AT 12" AFF 9 RECESSED SINGLE COIN NAPKIN/TAMPON VENDOR: MANUF.: BOBRICK NUMBER: B-37063 25 FINISH: STAINLESS STEEL SATIN R.O.: 12-1/2" WIDE X 26-3/8" HIGH X 5-9/16" MIN. DEPTH 1ST FLOOR RESTROOM FINISH SCHEDULE :WALL TILE :REFER TO PLANS :TILEBAR :PARK HILL :WHITE POLISHED, PORCELAIN SIZE: 4"X12" :VERTICAL STACKED :CUSTOM BUILDING PRODUCTS - #544 ROLLING FOG - 1/8" GROUT :REFER TO ELEVATIONS FOR MORE INFORMATION :MATT GOOCH, MGOOCH@TILEBAR.COM, 937.902.1982 :PROVIDE METAL TRANSITION STRIPS AT ALL EXPOSED EDGES. ITEM LOCATION MANUFACTURER STYLE COLOR INSTALLATION GROUT NOTE #1 CONTACT NOTE #2 WT 1 FT 1 :FLOOR TILE :REFER TO PLANS :ARIZONA TILE :FARO :SILVER - MATTE - 24X48 :HORIZONTAL STACKED :REFER TO FLOOR PATTERN FOR DIAGRAM :CUSTOM BUILDING PRODUCTS - #542 GRAYSTONE - 1/8" GROUT :RACHEL NAMMACK, RNAMMACK@ARIZONATILE.COM, 818.439.8509 ITEM LOCATION MANUFACTURER STYLE COLOR INSTALLATION NOTE GROUT CONTACT :PLASTIC LAMINATE :MILLWORK-VERTICAL SURFACES :ARBORITE :VEILED GHOSTWOOD - W476EV :VERTICAL GRAIN AT VERTICAL SURFACES ITEM LOCATION MANUFACTURER COLOR NOTE PL 1 :WALL TILE :REFER TO PLANS :EMSER TILE :CATCH :ICE-GLOSSY :4"X16" :VERTICAL STACKED :CUSTOM BUILDING PRODUCTS - #544 ROLLING FOG - 1/8" GROUT :FULL HEIGHT INSIDE SHOWERS, 4' AFF WITH METAL TRANSITION STRIPS AT WET WALLS IN RESTROOMS. REFER TO ELEVATIONS FOR MORE INFORMATION. :JUANCAMARILLO@EMSER.COM :PROVIDE METAL TRANSITION STRIPS AT ALL EXPOSED EDGES. ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION GROUT NOTE #1 CONTACT NOTE #2 WT 2 :RUBBER BASE WITH U.V. PROTECTION :REFER TO PLANS :FLEXCO :071 BLACKBROWN :4" :STRAIGHT AT CARPET, COVED AT HARD FLOORS, CONTINOUS :AVOID SEAMS IN MIDDLE OF WALL AS MUCH AS POSSIBLE ITEM LOCATION MANUFACTURER COLOR SIZE INSTALLATION NOTE B 1 :SOLID SURFACE :REFER TO PLANS :VADARA QUARTZ :AURORA FROST - V741 ITEM LOCATION MANUFACTURER COLOR SS 4 :FIELD PAINT :REFER TO PLANS :DUNN EDWARDS :DEW365 PRECIOUS PEARLS :EGGSHELL AT WALL, SEMI GLOSS AT RESTROOMS, FLAT AT CEILING :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 1 FT 2 :FLOOR TILE :REFER TO PLANS :ARIZONA TILE :PIETRA ITALIA :GREY - MATTE 24X48 :HORIZONTAL STACKED :REFER TO FLOOR PATTERN FOR DIAGRAM :CUSTOM BUILDING PRODUCTS - #165 DELOREAN GRAY - 1/8" GROUT :RACHEL NAMMACK, RNAMMACK@ARIZONATILE.COM, 818.439.8509 :SAME STYLE AND COLOR AS ABOVE, BUT SIZE TO BE 2X2 MOSAIC ITEM LOCATION MANUFACTURER STYLE COLOR INSTALLATION NOTE GROUT CONTACT SHOWER FLOOR TILE FT 3 :FLOOR TILE :REFER TO PLANS :ARIZONA TILE :PIETRA ITALIA :GREY - MATTE 2"X2" MOSAIC :HORIZONTAL STACKED :REFER TO FLOOR PATTERN FOR DIAGRAM :CUSTOM BUILDING PRODUCTS - #165 DELOREAN GRAY - 1/8" GROUT :RACHEL NAMMACK, RNAMMACK@ARIZONATILE.COM, 818.439.8509 ITEM LOCATION MANUFACTURER STYLE COLOR INSTALLATION NOTE GROUT CONTACT :TILE BASE :RESTROOMS AND SHOWERS :TILEBAR :PARK HILL :WHITE POLISHED, PORCELAIN SIZE: 4"X12" :4" HORIZONTAL INSTALL :CUSTOM BUILDING PRODUCTS - #544 ROLLING FOG - 1/8" GROUT :PROVIDE METAL TRIMS AT ALL EXPOSED EDGES ITEM LOCATION MANUFACTURER STYLE COLOR SIZE GROUT NOTE B 2 B NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 A-3.0 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT POWER VOICE DATA PLAN LEGEND & KEYNOTES AS NOTED 1ST & 2ND FLOOR POWER/ VOICE/ DATA LEGEND DESIGN CRITERIA NOTES SWITCHES AND RECEPTACLES 1. ALL SWITCHES AND RECEPTACLES AT P-1 AND/OR WHITE WALLS SHALL BE WHITE SCREWLESS, U.O.N. GC TO CONFIRM COLOR FINISH ON ALL SUCH COMPONENTS AT NON-WHITE WALLS WITH ARCHITECT BEFORE PURCHASE AND INSTALLATION. 2. GC SHALL BE RESPONSIBLE FOR CONFIRMING RECEPTACLE TYPES FOR SPECIAL EQUIPMENT (SUCH AS COPY MACHINES)WITH CLIENT AND ARCHITECT BEFORE PURCHASE AND INSTALLATION. 3. ALL VOICE AND DATA OUTLETS SHALL MATCH POWER OUTLETS AS ABOVE U.O.N. 4. ALL DIMMER SWITCHES SHALL MATCH POWER SWITCHES AS ABOVE U.O.N. 5. SWITCHES AND RECEPTACLES MAY BE LEVITON DECORA, LUTRON, OR COOPER, U.O.N. 6. SUBMIT SAMPLES OF SWITCHES AND PLATES FOR APPROVAL. POWER/ VOICE/ DATA KEYNOTES WALL MOUNTED DUPLEX ELECTRICAL OUTLET. SEE ENGINEER'S DRAWINGS FOR CONDUIT SIZE. KEY CARD READER. PROVIDE (1) 3/4" CONDUIT AND A FLUSH MOUNTED SINGLE GANG BOX. CONDUIT IS TO STUB OUT 6" ABOVE CEILING, STUB OUT ON CORRIDOR SIDE. AT HINGE SIDE OF DOOR PROVIDE A 3/4" CONDUIT AT THE SECOND HINGE FROM THE BOTTOM TO 6" ABOVE THE CEILING, STUB OUT ON CORRIDOR SIDE. REFER TO DETAIL 3/-. TELE COMMUNICATIONS/DATA WALL OUTLET. PROVIDE EMPTY J-BOX OR PLASTER RING & 1" DIA. EMPTY EMT CONDUIT STUBBED-UP @+/-6" ABOVE SUSP. CLG. W/ PROTECTIVE PLASTIC RING & PULL STRING/ TENANT'S VENDOR TO PROVIDE COVER PLATES AND PLENUM RATED CABLES. VERIFY SIZE OF CONDUIT WITH CABLING/PHONE VENDOR OR WHEN FEEDING MORE THAN (1) LOCATION. WALL MOUNTED QUADRUPLEX ELECTRICAL OUTLET. SEE ENGINEER'S DRAWINGS FOR CONDUIT SIZE. WALL MOUNTED DUPLEX ELECTRICAL OUTLET, SEPARATE CIRCUIT. SEE ENGINEER'S DRAWINGS FOR CONDUIT SIZE. FLUSH FLOOR MOUNTED FIRE RATED JUNCTION BOX, TELE/DATA AND QUAD OUTLET. VERIFY CONDUIT SIZE FOR DATA/TELE REQUIREMENTS. COORDINATE LOCATION W/ TENANT AND FURNITURE CONTRACTOR REQUIREMENTS. WALL POWER IN-FEED JUNCTION BOX FOR WORKSTATIONS POWER AND TELEPHONE/DATA. VERIFY POWER REQUIREMENTS WITH THE FURNITURE VENDER AND THE ELECTRICAL DRAWINGS FOR THE NUMBER OF CIRCUITS TO BE PROVIDED. AT DATA/PHONE PROVIDE A DOUBLE GANG TELEPHONE BOX WITH SINGLE GANG MUD RING. PROVIDE 1-1/2" CONDUIT WITH PULL STRING AND STUB-UP AT +6" ABOVE THE CEILING WITH A SUPER FLEX CONDUIT, UNLESS OTHERWISE NOTED ON PLAN. EXACT LOCATIONS & POWER REQUIREMENTS TO BE DETERMINED BY TENANT'S FURNITURE VENDOR. K WHERE PLUS HEIGHT IS INDICATED, HEIGHT IF NOT STANDARD. REFER TO TYPICAL SHEET NOTE A-0.1 FOR MOUNTING HEIGHT INFORMATION. TYPICAL NOTE: INDICATES NEW OUTLET.N 3.1 3.2 ALL POWER RECEPTACLES WITHIN 6'-0" OF SINK SHALL BE GFI. PROVIDE SEPARATE CIRCUIT FOR TENANT'S COPIER, (N.I.C.) VERIFY ELECTRICAL REQUIREMENTS AND PLUG TYPE. PROVIDE DUPLEX 120 VOLT, 20 AMP OUTLET TYPICAL, CONFIRM WITH TENANT. 3.3 3.4 PROVIDE POWER FOR ELECTRICAL INSTA-HOT WATER HEATER. REFER TO SHEET A-0.3 FOR SPECIFICATION. 3.5 PROVIDE POWER FOR UNDER COUNTER GARBAGE DISPOSAL WITH ON/OFF SWITCH AT +44" A.F.F. VERIFY ELECTRICAL REQUIREMENTS. REFER TO SHEET A-0.3 FOR SPECIFICATION. 3.6 PROVIDE SEPARATE CIRCUIT @ +44" A.F.F. FOR TENANT'S COFFEE MAKER, N.I.C. VERIFY ELECTRICAL REQUIREMENTS. 3.7 3.8 PROVIDE SEPARATE CIRCUIT FOR TENANT'S TELEPHONE EQUIPMENT. VERIFY ELECTRICAL REQUIREMENTS. REFER TO DIAGRAM ON SHEET A-3.0. 3.9 3.10 GC TO COORDINATE EXACT LOCATION OF POWER AND DATA FLOOR CORES WITH TENANT'S FURNITURE VENDOR. COORDINATE WITH BUILDING ENGINEER PRIOR TO CORING. 3.11 3.12 PROVIDE 1 1/2" CONDUIT FOR VOICE/DATA AND 2" CONDUIT FOR A/V CONNECTION FROM FLOOR CORE TO ADJACENT WALL 3.13 3.14 FLUSH FLOOR MOUNTED RATED JUNCTION BOX POWER AND TELEPHONE DATA IN-FEED FOR WORKSTATIONS TO UNLESS OTHERWISE NOTED. VERIFY POWER REQUIREMENTS WITH THE FURNITURE VENDOR AND THE ELECTRICAL DRAWINGS FOR THE NUMBER OF CIRCUITS TO BE PROVIDED. AT TELEPHONE DATA PROVIDE A 1-1/2" CONDUIT FROM FLOOR BOX BACK TO AN ACCESSIBLE CEILING ON THE TENANTS FLOOR. EXACT LOCATION AND POWER REQUIREMENTS TO BE DETERMINED BY TENANT'S FURNITURE VENDOR. WALL MOUNTED MAGNETIC HOLD OPEN. SEE HARDWARE SCHEDULE FOR SPECIFICATION. MOUNT 10" FROM TOP OF DOOR. H 3.15 CONTRACTOR TO VERIFY EXISTING ELECTRICAL PANEL AND NOTIFY ARCHITECT IF NOT POSSIBLE TO REMOVE/RELOCATE. 3.16 ADD INTERCOM/ DOOR BUZZER/ RING CONNECT TO CAMERA ROOM. BLANK PLATE.B PROVIDE SEPARATE CIRCUIT CONFIGURATION FOR TENTANT'S REFRIGERATOR. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. PROVIDE SEPARATE CIRCUIT FOR TENANT'S MICROWAVE OVEN. REFER TO ELEVATION FOR EXACT MOUNTING HEIGHT. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. TENANT'S FURNITURE VENDOR TO PROVIDE DIMENSIONS FOR FURNITURE FEEDS AND TO APPROVE LOCATIONS IN FIELD PRIOR TO INSTALLATION. PROVIDE POWER FOR BOTTLE FILLER, REFER TO A-0.3 FOR SPECIFICATIONS, MOUNTING HEIGHT FOR ADA. PROVIDE POWER FOR AUTOMATIC FAUCET. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. PROVIDE POWER FOR AUTOMATIC PAPER TOWEL DISPENSER. REFER TO SHEET A-21.4 FOR SPECS. 3.17 PROVIDE SEPARATE METER FOR SCOPE AREA AND EMON DEMON. 3.18 PROVIDE CEILING MOUNT RECESSED DUPLEX OUTLETS, COORDINATE WITH TENANT FOR EXACT LOCATIONS. 3.19 ALL COVER PLATES & DEVICES TO BE BUILDING STANDARD WHITE. PROVIDE COST TO REPLACE THROUGHOUT AREA OF WORK AS REQUIRED AND ADJUST TO COMPLIANT HEIGHT AS REQUIRED. QUANTITIES TO BE VERIFIED IN FIELD. 3.21 PROVIDE POWER AND PLUMBING FOR WASHER/DRYER, REFER TO A-0.3 FOR SPECIFICATIONS. 3.22 REFER TO ENGINEERING PLANS FOR HOT WATER CONNECTION. 3.23 REFER TO ENGINEERING DRAWINGS FOR PLUMBING REQUIREMENTS AND FIXTURES FOR NEW WATER HEATER CLOSET. 3.24 PROVIDE SEPARATE CIRCUIT FOR COUNTER HEIGHT REFRIGERATOR. REFER TO A-0.3 FOR SPECIFICATIONS. 3.25 PROVIDE SEPARATE CIRCUIT FOR TENANT PROVIDED MICROWAVES. VERIFY ELECTRICAL WITH TENANT AND THEIR VENDOR. REFER TO ELEVATIONS FOR MOUNTING HEIGHTS INSIDE MICROWAVE SHELVES. 3.26 PROVIDE RECESSED OUTLETS FOR WALL MOUNT TV. EXACT LOCATION AND MOUNTING HEIGHT TO BE VERIFIED IN FIELD. PROVIDE BACKING IN WALL IF REQUIRED, VERIFY REQUIREMENTS. 3.27 PROVIDE DUPLEX OUTLET WITH (2) USB PORTS. 3.28 VIRTRA 300 PROJECTION SCREENS BY CLIENT. COORDINATE LOCATION AND MOUNTING HEIGHT WITH VENDOR. PROVIDE INSTRUCTOR'S STATION, COMPUTER RACK, AND C02 REFILL STATION. PROVIDE POWER AS REQUIRED. 3.29 VIRTRA 300 CEILING MOUNTED PROJECTOR BY CLIENT. COORDINATE LOCATION AND MOUNTING HEIGHT WITH VENDOR. PROVIDE (3) DEDICATED OUTLETS IN CEILING. INSTALL PER MANUFACTURER SPECIFICATIONS. 3SCALE: NTSKEYCARD READER CONNECTION 2SCALE: NTSIDF ROOM 235A 1SCALE: NTSMDF ROOM 2074MDF/IDF, LOW VOLTAGE, WALL MOUNTED TV SPECIFIC KEYNOTES MDF/IDF ROOM NOTES 1. PROVIDE FIRE TREATED PLYWOOD PER ENCLOSED LAYOUT. PAINT TO MATCH ADJACENT WALL. 2. ALL ELECTRICAL TO BE MOUNTED AT 18" AFF U.O.N. 3. ALL ELECTRICAL FEEDING RACK SHOULD BE MOUNTED AT CEILING. 4. EXACT DIMENSIONS SHOULD BE COORDINATED WITH TENANT PRIOR TO INSTALL. 5. PROVIDE EMPTY CONDUITS AT CEILING PER ENCLOSED LAYOUT. EXACT LOCATIONS TO BE VERIFIED IN FIELD. 6. ALL PLUG TYPE SHOULD BE VERIFIED WITH TENANT PRIOR TO INSTALL. 7.ALL PENETRATIONS OF THE TELECOMMUNICATION ROOMS' ENVELOPE SHALL BE FIRE‚ STOPPED. THESE PENETRATIONS MAY CONSIST OF VERTICAL PENETRATIONS FOR 4" DIAMETER CONDUIT OR HORIZONTAL "PASS‚ THROUGH" 4" DIAMETER CONDUIT PENETRATIONS TO LADDER RACKS. *RINGS OR "J-TYPE" HANGERS FOR RISER CABLES BETWEEN COMMUNICATION CLOSETS, COPPER, OR FIBER, SHALL NOT BE USED. 8.ELECTRICAL – THE ENTRANCE FACILITY ROOM SHALL HAVE A MINIMUM OF TWO (2) DEDICATED 20-AMP QUAD (NEMA 5-20R) ELECTRICAL OUTLETS, EACH ON A SEPARATE CIRCUIT, SHOULD BE PROVIDED FOR EQUIPMENT POWER. WHERE REQUIRED, A 240V OR GREATER ELECTRICAL SYSTEM WILL BE SPECIFIED BY OCIT TO MEET THE POWER REQUIREMENTS OF THE REQUIRED IT SYSTEMS. BOTH CIRCUITS SHALL HAVE ISOLATED GROUNDS AND WILL BE INSTALLED PER OCIT LOCATION SPECIFICATION. EACH RECEPTACLE (OUTLET) SHALL BE MOUNTED PER ENTRANCE FACILITY ROOM LOW VOLTAGE NOTE 1. PROVIDE PRICING FOR CABLE TRAYS ABOVE CEILING THROUGHOUT THE SCOPE AREA. EXACT LAYOUT AND SPECIFICATIONS TO BE COORDINATED WITH TENANT. WALL MOUNT TV NOTES 1. COORDINATE WITH TENANT ON EXACT TV MOUNTING BRACKET TYPE WITH TENANT PRIOR TO ORDER. 2. EXACT LOCATIONS OF TV SHOULD BE VERIFIED IN FIELD WITH TENANT PRIOR TO INSTALL. 4' - 0 " COMMON 4S PULL BOX. PROVIDE A 1" CONDUIT BACK TO CONTROLLER 3/4" CONDUIT TO ACCESS CONTROLLER READER. 3/4" CONDUIT TO ELEC. HINGE LOCATION ACCESS CONTROL READER TOP OF BOX 3.30 PROVIDE DEDICATED DUPLEX OUTLET FOR TENANT'S EQUIPMENT, COORDINATE WITH TENANT FOR EXACT LOCATION AND MOUNT HEIGHT. VERIFY ELECTRICAL WITH TENANT. 3.31 PROVIDE MAGNETIC HOLD OPENS TIE INTO BUILDING'S FIRE LIFE SAFETY SYSTEM. 3.20 ALL OUTLETS SHOULD BE +18" A.F.F. CONTRACTOR TO VERIFY IN FIELD AND PROVIDE ALTERNATE PRICING TO RAISE AS REQUIRED. 3.32 PROVIDE (1) 2" EMPTY CONDUIT CONNECTIONS FROM 1ST FLOOR MDF ROOM TO 2ND FLOOR IDF ROOM. CONTRACTOR TO VERIFY WITH TENANT'S IT VENDOR FOR EXACT LOCATIONS AND QUANTITY. 3.33 FIRE TREATED BACKBOARD WITH 2" DIA. HOME RUN CONDUIT TO BASE BUILDING TELEPHONE ROOM PAINTED TO MATCH WALL. VERIFY CONDUIT SIZE. B NEW WALL MOUNTED JUNCTION BOX. PLUS HEIGHT INDICATES HEIGHT IF NOT STANDARD. PROVIDE A SINGLE 20 AMP CIRCUIT FOR HARDWARE CONNECTION OF EQUIPMENT. ELECT. SUB-CONTRACTOR IS TO CONNECT DEVICE. J B B B 3.34 PROVIDE FLUSH MOUNT FLOOR CORE WITH QUAD OUTLET AND TELE/DATA OUTLET IN CENTER OF THE ROOM FOR TENANT'S MOVABLE EQUIPMENT. B B B *BELOW GENERAL NOTES FOR REFERENCE ONLY. COORDINATE WITH TENANT AND TENANT'S VENDOR FOR ALL REQUIREMENTS. B EMPLOYEE WORK AREAS NOTES: A.DETAIL ACCESSIBLE ROUTE TO EMPLOYEE WORKSTATION AND SPECIFY COMPLIANCE WITH DIVISION 4. SPACES AND ELEMENTS WITHIN EMPLOYEE WORKSTATIONS SHALL ONLY BE REQUIRED TO COMPLY WITH SECTIONS 11B-207.1, 118-215.3, 11B-302, 11B-303, 11B-308.1.1, 11B-308.1.2 AND 11B-404.2.3. COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORKSTATIONS SHALL COMPLY WITH SECTION 11B-206.2.8. (11B-203.9) B. SPACES AND ELEMENTS WITHIN EMPLOYEE WORK AREAS SHALL BE DESIGNED SO THAT INDIVIDUALS WITH DISABILITIES CAN APPROACH, ENTER AND EXIT THE WORK AREA. COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORK AREAS SHALL COMPLY WITH SECTION 11B-402.2. (11B-203.9) C. ACCESS TO EMPLOYEE AREAS: AISLE WIDTH SERVING SPECIFIC EMPLOYEE WORKSTATION SHALL BE MINIMUM 44 INCHES CLEAR IF SERVING TWO SIDES OR 36 INCHES CLEAR IF ONLY SERVING SIDE. ENTRYWAYS SHALL BE 32 INCHES CLEAR WIDTH. (11B-203.9, 11B-403.5.1) B 3.35 PROVIDE SEPARATE CIRCUIT OUTLET FOR COFFEE VENDING MACHINE BY TENANT'S VENDOR. SPEC: CRANE MERCHANDISING SYSTEM, MODEL NAME - VOCE MEDIA. 1 1 3.36 NEW WALL MOUNT TOUCH PANEL BY TENANT'S AV VENDOR. CONTRACTOR TO PROVIDE TELE/DATA AT 44" A.F.F. TO TOP OF BOX MATCHING ADJACENT LIGHT SWITCH HEIGHT. PROVIDE 1-1/4" DIA. CONDUIT STUBBED OUT TO INSIDE OF CLASSROOM. EXACT LOCATION TO BE DETERMINED IN FIELD, COORDINATE WITH FURNITURE VENDOR ON WALL MOUNT FIXTURES TO AVOID ANY CONFLICTS. 3.37 NEW WALL MOUNT SCHEDULER BY TENANT'S AV VENDOR. CONTRACTOR TO PROVIDE TELE/DATA AT 44" A.F.F. TO TOP OF BOX MATCHING ADJACENT LIGHT SWITCH HEIGHT. PROVIDE 1-1/4" DIA. CONDUIT STUBBED OUT TO INSIDE OF CLASSROOMS AND CONFERENCE ROOM. EXACT LOCATION TO BE DETERMINED IN FIELD. 1 3.38 REFER TO ELECTRICAL PLANS FOR VERTICAL POWER LIFT. NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 N N B +25" +25" +46" +21"+38" B +44" +44" SURFACE GFI +50" B +44"+67" EP B +44" B +48" +48" +48"+48" B B +60" B B B K AED EP H +94" B +49"+89" B K B B B B +84" CHASE +84" K K B B B EP K K K 5 5.1 6 7 7.9 8 9 10 11 12 134.7 +60" +44" +44" +44" +60"+60"+60"+60"+60"+60"+60" GF I K N+60" +60" +44" +44" K K K N N N N N N N N N N N N N N N N N NN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N NN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N NN N N N N N N N N N NN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N+60"N N N N N N N N+60" N+60" +60" N +60" +44"GFI N N N N N N N N N N N N N N N N N N N N N N NN N K N N NN N N N N N N N N N N N NN N N H H +88" +88" N N N N N +60" N N N N NN N +18" N A B B.2 B.7 C D D.7 E A-3.0A PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 08/27/2024 DELTA 02 REVISION TO PERMIT 2 1ST FLOOR 1ST FLOOR POWER/ VOICE/ DATA PLAN 1/8" = 1'-0" MA T C H L I N E SE E S H E E T A - 3 . 0 B MA T C H L I N E SE E S H E E T A - 3 . 0 B SCOPE OF WORK "A" 3.10 YRC DJCO OFFICE 113 LOBBY - NIC 100 VOC TRAINING ROOM 102 COMPUTER LAB 103 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 01 104 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 02 106 HALLWAY 105 EXISTING WALK-IN REF 110 VOCATIONAL TRAINING KITCHEN - STORAGE 109 EXISTING WALK-IN FREEZER 111 HALLWAY 112 YRC CLASSROOM 04 114 YRC CLASSROOM 03 115 YRC CLASSROOM 02 116 YRC CLASSROOM 01 117 HCA PRIVATE OFFICE 01 121 HCA PRIVATE OFFICE 04 118 HCA PRIVATE OFFICE 03 119 HCA PRIVATE OFFICE 02 120 YRC LG OFFICE 02 122 YRC PRIVATE OFFICE 05 123 YRC PRIVATE OFFICE 04 124 YRC PRIVATE OFFICE 03 125 YRC PRIVATE OFFICE 02 126 YRC PRIVATE OFFICE 01 127 YRC PRIVATE OFFICE 06 128 YRC LG OFFICE 01 129 OPEN WORK AREA 140 COPY/PRINT AND STORAGE 130 YRC MEN'S RESTROOM - NIC 131 YRC WOMEN'S RESTROOM - NIC 132 YRC PRIVATE OFFICE 06 134 YRC PRIVATE OFFICE 07 135 YRC PRIVATE OFFICE 08 136 YRC PRIVATE OFFICE 09 137 YRC PRIVATE OFFICE 10 138 YRC CONFERENCE ROOM 01 139 JANITOR - NIC 142 BLDG TELE. ROOM - NIC 143 YRC WOMEN'S RESTROOM - NIC 144 YRC MEN'S RESTROOM - NIC 145 YRC MEN'S LOCKER 146 YRC WOMEN'S LOCKER 148 (N) MEN'S RESTROOM 147 (E) RESTROOM 149 HALLWAY 150 HALLWAY 133 VOCATIONAL TRAINING KITCHEN - B 108 VOCATIONAL TRAINING KITCHEN - A 107 3.15 KEY PLAN N POWER/ VOICE/ DATA LEGEND DESIGN CRITERIA NOTES REFER TO SHEET A-3.0 FOR POWER/ VOICE/ DATA LEGEND. REFER TO SHEET A-3.0 FOR DESIGN CRITERIA NOTES. POWER/ VOICE/ DATA KEYNOTES REFER TO SHEET A-3.0 FOR POWER/ VOICE/ DATA KEYNOTES. 3. 2 7 3.15 3.27 3.27 3.2 3.9 TYP. 3.9 TYP. 3.26 3.12 3.26 3.26 3.26 3.26 3.26 3.26 3.26 3.17 3.19 3.20 THROUGHOUT, U.O.N. 3.11 3.4 3.263.26 3.26 3.10 3.10 3.26 3.26 3.26 3.26 3.26 3.2 B B B EXISTING 1-HR. RATED CORRIDOR 141 EXISTING 1-HR. RATED CORRIDOR 101 3.27 B 1 1 1 1 1 1 1 1 2 TO PERMIT 08/29/2024 DELTA 02 REVISION TO PERMIT 2 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 H X X X X X X XXXXX X X X X +44" SURFACE GFI EP B +44" B +48" +48" +48"+48" B FIRE RISER #1 FIRE RISER #2 B+44" B +44"+78" +12" +12" +67" GFI B K B +44" B +59" +40" B +48" B EP B B B ROLL UP DOOR BUTTON J B +55" +68" +54" +44" B B B B K K K K K K K K 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C K +60" +60" +44"+44" +44"+44" +60" +60" +44" +44" +44" +44"+44" +60" +60"+60" K +60" K +60" CLGCLG CLG CLG K H H H K K K K K K H H H H +60" +60" +60" +60" K N N N N NN N N N N N N N N N N N N N N N N NN N N N N N N N N N N N N N N N N N N N N N N N N N N N NN N N N N N N N N N NN N N N N N N N N N N N N N N N N N N N NNN N N N N N N N N N N N N N N N N N N N NN N N N NN N N N N N N N N N N N N N N N N N N N N NN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N NN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N NN N N N N N N N N N N N +60"N NN N N N +60"N NN N +60"N N N N +44"N N N N N +44"N N NN NN N N N +78" N+60" K N J K N N NN +60"N +60"N NNN N N NN KN N N N N X X X N N N +60"N N N N N N N N N N N H H +88" +88" +67" GFIK +85" +63" GFI +44" +63" GFI +44" GFI K N N N N N+60" N N N K N N J KN +60" N JN J N JN KN N K N NN KN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N +44" N +44" N N N N N N N N N N N N N N N NN N N N N N N N N N N NNNN N N N N N N N +44" N +44" N +44" N +44" N +44" N +44"N +44" N +44" N +44" N +44" N N N N TVS RECEPTION 190 WASHER/ DRYER 205 YRC RECEPTION 152 HALLWAY 151 YRC CONFERENCE ROOM 02 156 YRC ENTRY 153 YRC DROP IN OFFICE 154 YRC WAITING 155 HALLWAY 208 GROUP OFFICE 157 YRC SENSORY OFFICE 158 YRC STAFF BREAK ROOM 159 DCT READY OFFICE 160 TVS MAT STORAGE 162 TVS MAT TRAINING ROOM 01 161 DCT INSTRUCTOR OFFICE 163 TVS ACADEMY OFFICE 174 ACADEMY STORAGE 184 TVS BREAK ROOM 176 TVS LIBRARY 177 TVS FITNESS/ SHOWER/LOCKER 178 MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 HALLWAY 181 CLASSROOM 05 182 CLASSROOM 04 183 CLASSROOM 03 185 CLASSROOM 02 186 TVS DISPLAY 187 MEN'S RESTROOM 189 WOMEN'S RESTROOM 188 TVS ADMIN OFFICE 191 TVS CLASSROOM 01 192 HALLWAY 193 COMPUTER LAB 194 RANGE OFFICE 195 TVS RANGE SIM TRAINING ROOM 03 196 HALLWAY 197 TVS SCENARIO TRAINING ROOM 02 198 YRC CLASSROOM 204 YRC WAREHOUSE 203 RANGE OFFICE/OPEN WORK/STORAGE 202 MDF 207 CHANGING ROOM 164 STORAGE 185A STORAGE 186A PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT A-3.0B 1ST FLOOR 1ST FLOOR POWER/ VOICE/ DATA PLAN 1/8" = 1'-0" MA T C H L I N E SE E S H E E T A - 3 . 0 A MA T C H L I N E SE E S H E E T A - 3 . 0 A SCOPE OF WORK "B" CHANGING ROOM 165 CHANGING ROOM 166 CHANGING ROOM 170 CHANGING ROOM 169 CHANGING ROOM 167 CHANGING ROOM 168 DROP IN OFFICE 199 DROP IN OFFICE 200 3.10 MOTHER'S ROOM 206 3.15 3.16 1ST FLOOR KEY PLAN N POWER/ VOICE/ DATA LEGEND REFER TO SHEET A-3.0 FOR POWER/ VOICE/ DATA LEGEND. DESIGN CRITERIA NOTES REFER TO SHEET A-3.0 FOR DESIGN CRITERIA NOTES. POWER/ VOICE/ DATA KEYNOTES REFER TO SHEET A-3.0 FOR POWER/ VOICE/ DATA KEYNOTES. 3.18 3.18 1 A-3.0 TV ON ARM TV ON ARM 3.29 3.28 GUN LOCKERS 202A ELECT. ROOM 207A 3.30 3.30 3.26 3.16 3.17 3.19 3.20 THROUGHOUT, U.O.N. 3.12 3.21 3.23 3.26 3.31 3.31 3.26 3.24 3.8 3.313.31 3.2 3.26 3.2 3.9 3.26 3.17 3.19 3.20 THROUGHOUT, U.O.N. 3.1 3.11 3.22 3.14 3.1 3.11 3.22 3.14 3.26 3.26 3.26 3.26 3.26 3.26 3.10 3.9 TYP.3.10 3.9 TYP. 3.26 3.26 3.26 3.26 3.13 3.26 3.103.12 3.26 3.13 3.3 3.3 3.3 3.3 3.6 3.11 3.22 3.1 3.5 3.26 3.25 3.3 3.11 3.22 3.1 3.53.13 3.7 3.6 WATER HEATER 179A 3.32 3.33 3.16 3.26 3.26 3.26 3.26 3.2 3.30 3.30 B B 3.30 B B BBB B B B B STORAGE 196A CHANGING ROOM 171 CHANGING ROOM 172 B B BB B B B B B B B B B B B B B RATED VESTIBULE 151A CHANGING ROOM 173 ACCESSIBLE CHANGING ROOM 175 B EXISTING 1-HR. RATED CORRIDOR 201 B 3.35 B 1 1 1 1 1 1 1 11 1 1 1 1 1 1 3.36 1 3.37 1 3.37 1 3.37 1 3.37 1 3.36 1 3.36 1 3.36 1 3.36 3.38 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 1112 13 14 15 16 17 18 19 20 21 2223 24 R R R R R R RR FC 48 " x 2 4 " 48 " x 2 4 " 4 3 4 3 4 3 4 3 4 1 4 1 4242 1 4 1 4 1414 4 2 4 2 J N K TRANSFORMER TRANSFORMER TRANSFORMER EP CHILLER PUMP CONTROL PANEL B +14" GFI B GFI +44"+44" GFI +44" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 R R R R R R RR K +44" +44" +44" +44"+44"+44"+44" +60" +60" +60" +60" N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N NN N N N N N N N N N N NN N N N N NN N NN N B +34" B +34" B +44" ELEVATOR PUSH BUTTON B B N N NN NN N NNNN NN N NN NN N N N N N N N NN N NN N N N N N N N N N N NNN N N N NN N N N NNNN N N N NNNN NN N N NN N NN N N N N N N NN N N N N N N N N N N N NNNN NN N N N N N N N +60"N N N N N N +60" N NN N N N N N N N N N NN B+44" B +44" K KN KN K N NN N N NK OPEN BELOW N N N N OPEN BELOW N N N N N N N N N N N N N N N N N N N GFI N +44" PRIVATE OFFICE 203 TVS WELLNESS MULTIUSE OFFICE 201 QUIET OFFICE 02 205 2ND FLOOR STAFF BREAK ROOM 206 PRIVATE OFFICE 02 207 OPEN WORK AREA 209 PRIVATE OFFICE 04 210 PRIVATE OFFICE 06 211 HALLWAY 216 TVS PRINT/COPY 217 TVS ASSIT. DIV. DIRECTOR AM2 OFFICE 218 TVS STORAGE 219 TVS CONFERENCE 01 220 TVS PRODUCTION STUDIO/LAB 226 RANGE SUPPLY ROOM 227 RANGE CONFERENCE 228 HALLWAY 230 2ND FLOOR STAFF WOMEN'S RESTROOM 232 2ND FLOOR STAFF MEN'S RESTROOM 231 HALLWAY 236 TVS SCENARIO TRAINING ROOM 02 198 A-3.1 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT SCOPE OF WORK 2ND FLOOR 2ND FLOOR POWER/ VOICE/ DATA PLAN 1/8" = 1'-0" PRIVATE OFFICE 202 QUIET ROOM 204 PRIVATE OFFICE 01 208 PRIVATE OFFICE 07 212 PRIVATE OFFICE 08 213 PRIVATE OFFICE 05 214 PRIVATE OFFICE 03 215 RANGE PRINT 224 3.10 3.10 STORAGE 204A KEY PLAN N POWER/ VOICE/ DATA LEGEND REFER TO SHEET A-3.0 FOR POWER/ VOICE/ DATA LEGEND. DESIGN CRITERIA NOTES REFER TO SHEET A-3.0 FOR DESIGN CRITERIA NOTES. POWER/ VOICE/ DATA KEYNOTES REFER TO SHEET A-3.0 FOR POWER/ VOICE/ DATA KEYNOTES. RANGE MASTER OFFICE 03 221 RANGE MASTER OFFICE 02 222 RANGE MASTER OFFICE 01 223 RANGE MASTER OFFICE 04 225 OFFICE/ STORAGE 235 HONOR GUARD OFFICE/ STORAGE 229 BLDG ELECTRICAL ROOM - NIC 233 QUARTER MASTER OFFICE/ STORAGE 234 2 A-3.0 IDF 235A HALLWAY 237 K9 MULTIPURPOSE OFFICE 239 TRAINING ROOM 238 STAIR 237A PRIVATE OFFICE 240 PRIVATE OFFICE 241 3.17 3.19 3.20 THROUGHOUT, U.O.N. 3.2 3.9 3.9 3.8 3.26 3.12 3.2 3.123.26 3.9 3.26 3.26 3.3 3.6 3.1 3.11 3.22 3.26 3.13 3.7 3.17 3.19 3.20 THROUGHOUT, U.O.N. 3.32 3.5 3.33 B B B B B B 3.34 RATED COMMON CORRIDOR 200 RATED VESTIBULE 200A M B B B B 1 1 1 1 1 1 3.37 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 INSULATED TUNNEL DETAIL (NOT FIRE RATED) INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT IN WALL AND CEILING CAVITY 1C1 ·METAL STUDS DIETRICH OR EQUAL AS PER I.C.C. # ESR - 1166P LARR 25889 ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. ESR-1663, LARR #25646 METAL BOTTOM TRACK 2-1/2" x 20 GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. 5/8" TYPE 'X' GYP. BD. (1) LAYER ON ONE SIDE, OPPOSITE SIDE (2) LAYERS APPLIED PARALLEL TO STUD WITH 1-1/4" TYPE S SCREWS ON FIRST LAYER AND 1-5/8" TYPE S SCREWS ON SECOND LAYER @ 8" O.C. AT VERTICAL JOINTS AND PERIMETER AND 12" O.C. IN FIELD. STAGGER JOINTS (2) LAYERS OF 5/8" TYPE 'X' GYP. BD. CEILING JOIST FRAMING. PROVIDE FIBER GLASS INSULATION IN CAVITY. SEE JOIST SCHEDULE ON DETAIL 7/A-30.3 3-5/8" 20 GA. STUDS @ 24" O.C. MIN. PROVIDE 3-1/2" FIBER GLASS INSULATION FRICTION FIT IN STUD CAVITY. SEE STUD CHART ON DETAIL 16. FULL HEIGHT PARTITION PER FLOOR PLAN C2 PARTITION TO 24" ABOVE CEILING IN DOUBLE VOLUME SPACE, HORIZONTALLY BRACED PER STRUCTURAL. CONT. METAL TOP TRACK. MATCH SIZE AND GA. OF STUD. PROVIDE GYP. BD. CAP. METAL STUD FRAMING PER STUD CHART. METAL BOTTOM TRACK GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 3-5/8" 20 GA. METAL STUD MIN. PROVIDE 3-1/2" FIBERGLASS INSULATION IN STUD CAVITY. SEE STUD CHART ON DETAIL #16. BRACED PARTITION IN DOUBLE HEIGHT VOLUME 24 " AB O V E C E I L I N G , T Y P . LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT HORIZONTAL BRACE WHERE OCCURS. SEE STRUCTURAL FOR MORE INFORMATION. INSULATION BLANKET IN CEILING, TYP. 1 1 / 2 " 1/ 2 " PLASTIC LAMINATE CAP PER FINISH SCHEDULE ON 3/4" SUBSTRATE SCHLUTER 1/2" DECO-SG METAL REVEAL FINISH WALL COVERING PER SCHEDULE 5/8" TYPE X GYPSUM BOARD ON EACH SIDE LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT METAL STUD FRAMING PER STUD CHART. METAL STUD SEISMIC BRACING AT 48" O.C. ALTERNATING EACH DIRECTION TO STRUCTURE ABOVE 5/8" GYPSUM BOARD ON EACH SIDE UNDERSIDE CEILING INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT IN WALL FRAMING METAL GAUGE TOP TRACK ATTACH KICKER ABOVE TO TOP TRACK WITH #8 TEK SHEET METAL SCREWS. DO NOT ATTACH TO GRID SYSTEM METAL BOTTOM TRACK GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 UNDERSIDE CEILING INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT IN WALL FRAMING. 6" BATT INSULATION TO EXTEND 3'-0" ON EITHER SIDE OF WALL A1 A2 5 A-30.1 INSULATION BLANKETS ABOVE CEILING - TYPE A2 PARTITIONS UNDERSIDE CEILING NON-INSULATEDA LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT METAL STUD FRAMING @ 16" O.C. ·3.5" MIN. STUD WIDTH CAN BE NON-INSULATED (PER UL U419) ·2.5" MIN. STUD WIDTH REQUIRES 1.5" MIN. THICKNESS MINERAL WOOL BATTS (PER UL U448) 5/8" TYPE "X" GYPSUM BOARD ON EACH SIDE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF STEEL STUD 24" O.C. WITH 1" TYPE 'S' DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.C. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS ONE HOUR RATED INSULATED 2.5" MIN STUD WIDTH (PER UL U448) INSULATION - R=8, (1.5" MIN. THICKNESS) FRICTION FIT MINERAL WOOL BATTS 1A1 SLIP TRACK ATTACHED TO UNDERSIDE OF STRUCTURE ABOVE ·SLIP TRACK SYSTEM UL-2079 CYCLICAL DESIGN ICC #ESR-2012 OSHPD R-0371-FIXED EQUIP. ANCHORED WHI-495-PSV-1333 UL-R19236 ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR 1338 ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 ·PENETRATIONS ALL PENETRATIONS FIRE CAULKED WITH HILTI FIRESTOP SYSTEM OR APPROVED EQUAL. REFER TO UL-W-L-3282, DETAIL 18/ SHEET A-30.0. ALL SEAMS TO RECEIVE FIRE TAPE. SFD FIRE DAMPER FOR HVAC DUCT PENETRATION REFER TO MECHANICAL ENGINEER PLAN FOR ADDITIONAL INFORMATION4 A-30.1 BOTTOM METAL TRACK ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. · FIRE RESISTANCE RATING - ANSI/UL263 2.5" MIN STUD WIDTH = DESIGN NO. U448 3.5" MIN STUD WIDTH = DESIGN NO. U419 2.5"MIN (PER UL U448) INSULATED PER '1A1' 3.5"MIN (PER UL U419) NON-INSULATED PER '1A' 1A 1A1 METAL STUD FRAMING PER STUD CHART. METAL BOTTOM TRACK GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 1 1 / 2 " 6" 2" x 2'" x 1/4" STRUCTURAL STEEL PIPE WITH 2" x 9" x 3/8" STEEL PLATE WELDED TO BOTTOM OF PIPE. INSTALL AT 8'-0" O.C. MAX. AND WITHIN 6" OF AN UNSUPPORTED END OF WALL METAL STUD ATTACHED TO EACH SIDE OF STRUCTURAL STEEL PIPE SECURE STEEL PLATE TO FLOOR WITH 5/8" DIA. HILTI KB-TZ- BOLT EACH CORNER, MIN. 4" EMBEDMENT (3-1/8" ICC ESR #1917) PLASTIC LAMINATE CAP. SEE DETAIL 15. 36 " A N D 6 8 " SECTION PLAN VIEW 1 1 / 2 " 5/8" TYPE "X" GYPSUM BOARD ON EACH SIDE 2" ONE HOUR RATED TUNNEL INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT 1B1 ·METAL STUDS DIETRICH OR EQUAL AS PER I.C.C. # ESR - 1166P LARR 25889 ·SLIP TRACK SYSTEM UL-2079 CYCLICAL DESIGN ICC #ESR-1042 OSHPD R-0371-FIXED EQUIP. ANCHORED LARR 25344 WHI-495-PSV-1333 UL-R19236 ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. ESR-1663, LARR #25646 ·PENETRATIONS ALL PENETRATIONS MUST BE FIRE CAULKED. ALL SEAM TO RECEIVE FIRE TAPE METAL BOTTOM TRACK 2-1/2" x 20 GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. 2-1/2" x 20 GAUGE METAL STUD FRAMING AT 24" O.C. 5/8" TYPE "X" GYPSUM BOARD ON EACH SIDE METAL STUD SEISMIC BRACING AT 48" O.C. EACH DIRECTION TO STRUCTURE ABOVE 1" SHEETROCK BRAND GYPSUM LINER PANEL C-H STUD LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT LIGHT FIXTURE - SEE REFLECTED CEILING PLAN FOR SPECIFICATION 10B A-30.1 10A A-30.1 EXISTING PARTITION BEYOND, GC TO VERIFY STRUCTURE BEYOND PROVIDE 16 GA. STUD (CUT TO LENGTH) AT EA STUD FW/ #8 SMS TO TRACK EA FLANGE & (2) #8 SMS TO EA (N) STUD. ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 METAL BOTTOM TRACK. ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. 5/8" GYPSUM BOARD ON FACE OF STUDS. METAL TOP TRACK (GA. TO MATCH STUD U.O.N.) LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT WALL FURRING NON-INSULATEDE 6" 4" (U.O.N. PER PLAN) CONT. 16 GA. METAL TRACK ATTACHED TO EACH STUD OF (E) WALL W/ (3) #8 SMS. ME T A L S T U D F R A M I N G P E R S T U D C H A R T . MA X . H E I G H T 1 1 ' - 0 " 16 GA. CRC OR U-CHANNEL CONTINUOUS BRIDGING. 16 GA. ANGLE (1-1/2"x1-1/2") AT EA STUD W/ (2) #8 SMS EA. LEG ·NON LOAD-BEARING METAL STUD FRAMING SSMA OR EQUAL AS PER I.C.C. #ESR - 3064P ·NON LOAD-BEARING METAL STUD C-SECTIONS AND TRACKS SSMA OR EQUAL AS PER I.C.C. #ESR - 3064P (EXAMPLE: 6" = 600 X 1/100 INCHES) ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 INCHES. FOR ALL "T" SECTIONS MEMBER DEPTH IS THE INSIDE DIMENSION. MEMBER DEPTH: FLANGE WIDTH: (EXAMPLE: 1 5/8" = 1.625" ~ 162 X 1/100 INCHES) ALL FLANGE WIDTHS ARE TAKEN IN 1/100 INCHES. STYLE: (EXAMPLE: STUD OR JOIST SECTION = S ) THE FOUR ALPHA CHARACTERS UTILIZED BY THE DESIGNATOR SYSTEM ARE: (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL =1/1000 IN.) MATERIAL THICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS. MIL THICKNESS: S = STUD OR JOIST T = TRACK U = CHANNEL F = FURRING -600 S 162 54 NOTES 1. PROVIDE KICKERS FOR NON-FULL HEIGHT CONDITIONS OR WHERE NOTED OTHERWISE. SEE WALL SCHEDULE FOR MORE INFORMATION. 1.1. KICKER LENGTH SHALL BE 8'-0" MAX. 2. ALLOWABLE COMPOSITE LIMITING HEIGHTS ARE CALCULATED USING ICC-ES AC86-2012 3. VALUES REPRESENTED ON THE CHART ARE DESIGNED TO RESIST 5 PSF OF OUT-OF-PLANE LOAD AND L/240 4. PROVIDE BRIDGING @ MID-HEIGHT OR A MAX. OF 8'-0" O.C. WHERE GYPSUM BOARD IS NOT APPLIED TO BOTH SURFACES. 5. COMPOSITE LIMITING HEIGHTS ARE BASED ON A SINGLE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD INSTALLED IN THE VERTICAL ORIENTATION TO BOTH SIDE OF THE WALL OVER FULL HEIGHT USING MINIMUM NO. 6 TYPE S DRYWALL SCREWS SPACED A MAXIMUM OF 12" O.C. FOR STUDS AT 24" SPACING AND 16" O.C. FOR STUDS AT 16" AND 12" SPACING. STUD SIZE WALL HEIGHT LIMIT KICKER WALL TYPE SIZE MIL/GA 12" SPACING O.C. SIZE SPACING16"24" 250S125 14'-2"18/25 (SEE NOTE 1) 15'-4"27/22 15'-10"30/20 362S125 16'-8" 18'-2" 18'-3" 400S125 17'-6" 19'-5" 19'-5" 600S125 22'-9" 26'-9" 27'-1" NON-STRUCTURAL METAL STUD WALL SIZING CHART 362S125-33 48" O.C. 400S125-33 48" O.C. 600S125-33 48" O.C. 12'-10"11'-3" 13'-11"12'-2" 14'-5"12'-7" 15'-2"13'-2" 16'-6"14'-5" 16'-7"14'-6" 15'-11"13'-8" 17'-8"15'-5" 17'-8"15'-5" 20'-1" 24'-4" 24'-7" 16'-4" 21'-3" 21'-6" 250S125 250S125 362S125 362S125 400S125 400S125 600S125 600S125 18/25 27/22 30/20 18/25 27/22 30/20 18/25 27/22 30/20 EXISTING ALUMINUM MULLION 1/4" THICK x FULL WIDTH NEOPRENE GASKET METAL EDGE COLOR TO MATCH WALL CONDITION SPECIFIED WALL TYPE SEE SHEET A-2.0 EXISTING GLAZING 1" RETURN #8 S.M.S. TO EA. SIDE OF STUD, TOP AND BOTTOM HEAVY GAUGE BREAK MTL. TO MATCH STOREFRONT FINISH OR DRYWALL FINISH PAINTED TO MATCH STOREFRONT FINISH. PARTITION PER PLAN EX. STOREFRONT 12 " M A X . ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. FIRE EXTINGUISHER CABINET - SEE PARTITION LEGEND FOR SPEC. SEE PARTITION PLAN FOR LOCATIONS B PLAN SECTION A SECTION B VARIES MOUNTING SCREW PER MANUFACTURER METAL STUD PER PARTITION PLAN 5/8" GYP.BOARD TYPICAL. SE E S P E C I F I C A T I O N 48 " M A X . PROVIDE 16 GA. STUD (CUT TO LENGTH) AT EA STUD FW/ #8 SMS TO TRACK EA FLANGE & (2) #8 SMS TO EA (N) STUD. ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 METAL BOTTOM TRACK. ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. 5/8" GYPSUM BOARD ON FACE OF STUDS. WALL FURRING/SILL CONDITION BELOW EXTERIOR WINDOWS E1 4" (U.O.N. PER PLAN) CONT. 16 GA. METAL TRACK ATTACHED TO EACH STUD OF (E) WALL W/ (3) #8 SMS. 16 GA. CRC OR U-CHANNEL CONTINUOUS BRIDGING. 16 GA. ANGLE (1-1/2"x1-1/2") AT EA STUD W/ (2) #8 SMS EA. LEGEX I S T I N G S I L L H E I G H T V. I . F . EXISTING WALL BEYOND Hilti Firestop Systems Hilti Firestop Systems System No. W-L-3282 SECTION A-A WL 3 2 8 2 Page: 1 of 2 1. Wall Assembly — The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Wall framing shall consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced max 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (1.22 m) wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300, U400, V400 or W400 Series Designs in the UL Fire Resistance Directory. The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. 2. Firestop Device* — Sleeve — Smooth steel sleeve device incorporating flat washers secured by sliding compression couplers. Device shall be installed in accordance with the accompanying installation instructions. Device provided in nom 2 in. and 4 in. (51 and 102 mm) diam sizes. Max diam of opening in wall for nom 2 in. and 4 in. (51 and 102 mm) diam device is 2-7/16 in. and 4-1/2 in. (62 and 114 mm), respectively. UNIQUE FIRE STOP PRODUCTS INC — Smooth Firestop A Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. September 02, 2015 Page: 2 of 2 2A. Firestop Device* — (Not Shown) — As an alternate to the smooth sleeve device in Item 2, threaded steel sleeve device incorporating flat washers secured by threaded couplers. Device shall be installed in accordance with the accompanying installation instructions. Device provided in nom 2 in. and 4 in. (51 and 102 mm) diam sizes. Max diam of opening in wall for nom 2 in. and 4 in. (51 and 102 mm) diam devices is 2-7/16 in. and 4-1/2 in. (62 and 114 mm), respectively. UNIQUE FIRE STOP PRODUCTS INC — Threaded Firestop 2B. Firestop Device* — (Not Shown) — As an alternate to the smooth sleeve and threaded sleeve devices in Items 2 and 2A, threaded steel sleeve halves incorporating split nuts and split washers sized to fit the specific diam of the opening may be used. Device shall be installed in accordance with the accompanying installation instructions. Device provided in nom 2 in. and 4 in. (51 and 102 mm) diam sizes. Max diam of opening in wall for nom 2 in. and 4 in. (51 and 102 mm) diam device is 2-7/16 in. and 4-1/2 in. (62 and 114 mm), respectively. UNIQUE FIRE STOP PRODUCTS INC — Split Sleeve The L Rating of the firestop system is dependent upon the type of firestop device as tabulated below: WL 3 2 8 2 Firestop Device L Rating, CFM/sq ft (CFM/firestop device) Ambient 400F Smooth Firestop 37 (3)18 (2) Threaded Firestop 37 (3)18 (2) Split Sleeve 54 (5)47 (4) 3. Cables — Aggregate cross-sectional area of bundled cables in opening to be max 50 percent of the cross-sectional area of the firestop device. The annular space between the cable bundle and the periphery of the firestop device to be min 0 in. (point contact) to max 3 in. (76 mm). Cables to be rigidly supported on both sides of the wall assembly. Any combination of the following types and sizes of cables may be used: A. Max 300 pair No. 24 AWG telephone cable with polyvinyl chloride (PVC) insulation and jacket. B. Max 750 kcmil single copper connector power cable with thermoplastic insulation and PVC jacket. C. Max 7/C No. 12 AWG multiconductor power and control cable with PVC or cross-linked polyethylene (XLPE) insulation and PVC jacket. D. Multiple fiber optical communication cable jacketed with PVC and having a max outside diameter of 1/2 in. (13 mm). E. Max 3/C No. 12 AWG with bare aluminum ground, PVC insulated steel Metal-Clad cable. F. Max 1 in. (25 mm) diam metal clad TEK cable with PVC jacket. G. Max 2/0 aluminum SER cable. H. Type RG 59/U coaxial cable with polyethylene (PE) insulation and PVC jacket. 4. Fill, Void or Cavity Materials* - Plug — Plug sized for the firestop device friction-fitted within the firestop device in Item 2 or 2A such that the outer circumference of the dome-shaped plug is flush with either end of the firestop device. Plugs sized for the firestop device friction-fitted within the firestop device of Item 2B such that the outer circumference of the dome-shaped plug is flush with both ends of the firestop device. Plug(s) cut to fit around the cable bundle and installed tightly within the firestop device. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 658T Firestop Plug or CFS-PL Firestop Plug * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. A 4 4 3 2 1A 1B 3 2 C CLASS IFIED R Classified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC-S115 US Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. September 02, 2015 ANSI/UL1479 (ASTM E814)CAN/ULC S115 F Ratings — 1 and 2 Hr (See Item 1)F Ratings — 1 and 2 Hr (See Item 1) T Rating — 0 Hr FT Rating — 0 Hr L Rating at Ambient — 37 or 54 CFM/Sq Ft (See Item 2)FH Ratings — 1 and 2 Hr (See Item 1) L Rating At 400F — 18 or 47 CFM/Sq Ft (See Item 2)FTH Rating — 0 Hr L Rating at Ambient — 37 or 54 CFM/Sq Ft (See Item 2) L Rating At 400F — 18 or 47 CFM/Sq Ft (See Item 2) LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT METAL STUD FRAMING. SEE STUD CHART ON DETAIL 16. 3-5/8" 20 GA. TYP. @ 24" O.C. TYP. 6" 20 GA. STUDS @ 12" O.C. IN DOUBLE VOLUME SPACE METAL BOTTOM TRACK GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. SLIP TRACK ATTACHED TO UNDERSIDE OF STRUCTURE ABOVE ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 2 A-30.1 5/8" TYPE "X" GYPSUM PER WALL TYPE C1 - (1) LAYER ON EACH SIDE C3 - (1) LAYER ON ONE SIDE, OPPOSITE SIDE (2) LAYERS APPLIED PARALLEL TO STUD WITH 1-1/4" TYPE S SCREWS ON FIRST LAYER AND 1-5/8" TYPE S SCREWS ON SECOND LAYER @ 8" O.C. AT VERTICAL JOINTS AND PERIMETER AND 12" O.C. IN FIELD. STAGGER JOINTS. ·SLIP TRACK SYSTEM UL-2079 CYCLICAL DESIGN ICC #ESR-2012 OSHPD R-0371-FIXED EQUIP. ANCHORED WHI-495-PSV-1333 UL-R19236FULL HEIGHT INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT. STC 49 (SA-870717): 3-5/8" MIN. STUD WIDTH W/ 3" THICK SAFB IN CAVITY REQ. C1 7 A-30.1 OR WHERE STC RATING IS NOTED C3 FULL HEIGHT WALL TO DECK ABOVE. STC 55 (NOAL 17-0539)" 3-5/8" 20 GA. MIN. STUD WIDTH W/ 3-1/2" THICK FIBER GLASS INSULATION FRICTION FIT IN STUD CAVITY FULL HEIGHT DOUBLE GYP. BD. FULL HEIGHT NON-INSULATED STC 40 (USG-860808): 3-5/8" MIN. STUD WIDTH REQ. C EXISTING ALUMINUM MULLION 1/4" THICK x FULL WIDTH NEOPRENE GASKET METAL EDGE COLOR TO MATCH WALL CONDITION PARTITION PER PLAN EXISTING GLAZING 1" RETURN 8" MIN. U.N.O. VA R I E S #8 S.M.S. TO EA. SIDE OF STUD, TOP AND BOTTOM ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 1/4" THICK x FULL WIDTH NEOPRENE GASKET METAL EDGE COLOR TO MATCH WALL CONDITION EXISTING GLAZING #8 S.M.S. TO EA. SIDE OF STUD, TOP AND BOTTOM EXISTING ALUMINUM MULLION PARTITION PER PLAN NOTE: PROVIDE INSULATION AS REQUIRED PER SPECIFIED WALL TYPE. 1'' RETURN PAINT EXPOSED CABINET TO MATCH WALL NEW RECESSED FIRE EXTINGUISHER CABINET. REFER TO PARTITION NOTE SHEET FOR SPECIFICATION 48 " M A X . VE R I F Y A D A C O M P L I A N C E 14 - LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT METAL STUD FRAMING PER STUD CHART. METAL STUD SEISMIC BRACING AT 48" O.C. ALTERNATING EACH DIRECTION TO STRUCTURE ABOVE 6" ABOVE CEILING INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT IN WALL FRAMING METAL TOP TRACK ATTACH KICKER ABOVE TO TOP TRACK WITH #8 TEK SHEET METAL SCREWS. DO NOT ATTACH TO GRID SYSTEM METAL BOTTOM TRACK ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. B1 6" 5/8" TYPE "X" GYPSUM BOARD ON EACH SIDE 5 A-30.1 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT A-30.0 1 2 3 4 5 6 8 9 10 11 18 19 SCALE SCALE SCALE 1-1/2"=1'-0" SCALE SCALE SCALE SCALE WALL TYPE C1, C2 AND C3 SCALESCALESCALESCALE SCALE SCALE WALL PARTITION DETAILS 1-1/2"=1'-0" 1/2"=1'-0" 1-1/2"=1'-0" 1-1/2"=1'-0" 1-1/2"=1'-0" 1-1/2"=1'-0" N.T.S.WALL TO MULLION CONNECTION 7 AS NOTED WALL TYPE A1 AND A2 1 HOUR RATED-WALL TYPE 1A1 1 HOUR RATED TUNNEL -WALL TYPE 1B1FURRING WALL - WALL TYPE E SEMI-RECESSED FIRE EXTINGUISHER WALL TO MULLION CONNECTION PARTIAL HEIGHT WALL - WALL TYPE H 1-1/2"=1'-0" 1-1/2"=1'-0"13 14 SCALE SCALE FIRE EXTINGUISHER CABINET 1-1/2"=1'-0" NON-STRUCTURAL METAL STUD SIZING CHARTS 1-1/2"=1'-0" WALL TO MULLION CONNECTION 1/2"=1'-0" 1-1/2"=1'-0" FIRE RATED WALL PENETRATION DETAIL 1ST & 2ND FLOOR WALL FURRING/SILL CONDITION BELOW EXT. WINDOWS 16SCALE N.T.S. 15SCALE 3"=1'-0"PLASTIC LAMINATE CAP ON LOW WALL 12SCALE INSULATED TUNNEL -WALL TYPE 1C11-1/2"=1'-0"WALL TYPE C2 WALL TYPE B1 1-1/2"=1'-0" B 1 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 4" x 20 GA. STUDS @ 16" O.C. TOP TRACK 20GA MIN, WITH #10 SMS EA. FLANGE, EA. STUD. PROVIDE 3/16" DIA. TAPCON CONC. SCREW ANCHOR W/ 2" MIN. EMBEDDED @ 16" O.C. (ICC-ESR # 2202) METAL BOTTOM TRACK GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. (E) CONCRETE WALL TO REMAIN. GC TO V.I.F. AL I G N INTERIOR FINISH TO MATCH EXISTING (GC TO V.I.F.) IN T E R I O R EX T E R I O R L 2-3/4" x 2-3/4" x 16 GA. x 6" LONG W/ #10 S.M.S. TO STUDS. PROVIDE AT 48" O.C. MAX VERTICALLY. (MIN. 3 LOCATIONS) L 2-3/4" x 2-3/4" x 16 GA. x 6" LONG W/ #10 S.M.S. TO STUD. (2) HILTI-XU x 1-1/4" EMBEDDED IN CMU WALL. 5/8" GYP. BRD. OVER 3-5/8" x 20 GA. STUDS @ 24" O.C. PER WALL TYPE E WALL FURRING INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR 1338 ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 INSULATION R VALUE: R-13 = 4" WALL 4" MA X . FR O M EN D S GYP. BD. CEILING OVER FENCED AREA. SEE RCP 8' - 5 " C E I L I N G H E I G H T SE E R C P 3 FOOT WIDE SLIDING GATE. ALIGN GATE TRACK WITH FENCE'S TOP RAIL WALL PER PARTITION PLAN TOP RAIL CHAIN LINK FENCE POSTS @ 4'-0" O.C. MAX. TYP. PROVIDE POST CAP ON EA. POST. MOUNT POST TO SLAB WITH BASE PLATE AND (4) HILTI ANCHORS (OR APPROVED SIM.) @ EA. POST BOTTOM TENSION WIRE. ATTACH TO POSTS WITH BRACE BANDS 2" DIAMOND PATTERN CHAIN LINK FENCE INFILL. PROVIDE TENSION BARS ON CHAIN LINK AND ATTACH TO POST WITH BRACE BANDS 5/8" TYPE "X" GYPSUM BOARD #8 TEK SHEET METAL SCREW 5/8" TYPE "X" GYPSUM BOARD 5/8" TYPE "X" GYPSUM BOARD METAL STUD SEISMIC BRACING AT 48" O.C. EACH DIRECTION TO STRUCTURE ABOVE TOP OF WALL SEISMIC BRACING ONE HOUR LID DETAIL C RUNNER SEALANT C-H STUD J RUNNER 1" SHEETROCK BRAND GYPSUM LINER PANEL EXISTING CORRIDOR WALL C-H STUD J RUNNER 1" SHEETROCK BRAND GYPSUM LINER PANEL B A EQEQ 5/ 8 " D E F L E C T I O N GA P 1- 1 / 8 " COMPOSITE DECK OR STRUCTURE ABOVE (2) #8 S.M.S 16" O.C. (MAX.) .145 DIA. POWER DRIVEN FASTENER AT EA. FLUTE. 1-1/4" MIN. EMBEDMENT 2" x 20 GAUGE X 10" LONG GALVANIZED STEEL STRAPS ATTACHED TO STEEL DECK WITH STEEL FASTENERS OR MASONRY ANCHORS ON EACH SIDE OF THE FLUTE 12" MAX. SLIP TRACK SYSTEMS #8 WAFERHEAD FRAMING SCREWS (TYP.) TOP OF VERTICAL STUD WALL PARALLEL TO FLUTES 5/ 8 " D E F L E C T I O N GA P 1- 1 / 8 " COMPOSITE DECK OR STRUCTURE ABOVE .145 DIA. POWER DRIVEN FASTENER AT EA. FLUTE. 1-1/4" MIN. EMBEDMENT SLIP TRACK SYSTEMS #8 WAFERHEAD FRAMING SCREWS (TYP.) TOP OF VERTICAL STUD WALL PERPENDICULAR TO FLUTES STUD WALLS WIDTH VARIES CEILING LINE, SEE RCP FOR CEILING TYPE STUD WALLS WIDTH VARIES ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663, LARR #25646 ·SLIP TRACK SYSTEM UL-2079 CYCLICAL DESIGN ICC #ESR-2012 OSHPD R-0371-FIXED EQUIP. ANCHORED LARR 25344 WHI-495-PSV-1333 UL-R19236 GYPSUM BOARD PER WALL TYPE GYPSUM BOARD PER WALL TYPE SEAL FULLY WITH HILTI CP 506 ACOUSTIC SEALANT OR APPROVED EQUAL. 1/ 2 " 6" (W H E R E N O T E D ) CEILING LINE, SEE RCP FOR CEILING TYPE 6" (W H E R E N O T E D ) CUT AND SHAPE GYPSUM BOARD BETWEEN FLUTES WHERE NOTED TO BE FULL HEIGHT. 5/8" DEFLECTION GAP .145" DIAMETER POWER DRIVEN FASTENER AT 16" O.C. (MAX.) 1 1/4" EMBEDMENT COMPOSITE DECK OR STRUCTURE ABOVE 25 GAUGE METAL ANGLE (TYP.) 4" #8 WAFERHEAD FRAMING SCREWS (TYP.) SLIP TRACK SYSTEMS 5/8" TYPE "X" GYPSUM BOARD 5/8" DEFLECTION GAP 1- 1 / 4 " #8 WAFERHEAD FRAMING SCREWS (TYP.) SLIP TRACK SYSTEMS LINE OF ADDITIONAL LAYER OF GYPSUM BOARD EACH SIDE OR TWO HOUR RATING. SEE PARTITION PLAN FOR 2-HR WALL LOCATIONS. ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663, LARR #25646 ·SLIP TRACK UL-2079 CYCLICAL DESIGN ICC-ESR-2012 OSHPD R-0371-FIXED EQUIP. ANCHORED LARR 25344 WHI-495-PSV-1333 UL-R19236 1-1/8" MIN. CLEARANCE 25 GAUGE METAL ANGLE (TYP.) DRYWALL SCREW (2) #8 S.M.S 16" O.C. (MAX.) COMPOSITE DECK OR STRUCTURE ABOVE .145" DIAMETER POWER DRIVEN FASTENER AT 12" O.C. MIN. 1-1/4" MIN. EMBEDMENT 2" x 20 GAUGE STEEL STRAPS OR Z-BARS AT 16" O.C. MAX. CONT. PLATE NOT REQUIRED MIN 4 PCF MINERAL WOOL BATTS FIRMLY PACKED INTO FLUTE STUD WALLS WIDTH VARIES STUD WALLS WIDTH VARIES 1- 1 / 4 " WALL PARALLEL TO FLUTES - 1 HOUR - UL DESIGN NO. HW-D-0001 2 HOUR - UL DESIGN NO. HW-D-0015 WALL PERPENDICULAR TO FLUTES 1 HOUR - UL DESIGN NO. HW-D-0001 2 HOUR - UL DESIGN NO. HW-D-0015 LINE OF ADDITIONAL LAYER OF GYPSUM BOARD EACH SIDE OR TWO HOUR RATING. SEE PARTITION PLAN FOR 2-HR WALL LOCATIONS. EXTEND LAYER OF DRYWALL BETWEEN FLUTES 5/ 8 " MIN 4 PCF MINERAL WOOL BATTS FIRMLY PACKED INTO FLUTE EXISTING STEEL BEAM WITH FIREPROOFING. 3-5/8" MIN. (2) 0.145 PDF @ EA. 'Z' CLIP. (2) #10 S.M.S. @ EA. 'Z' CLIP. 2x2x20 GA. 'Z' CLIP x (FULL LENGTH OF STEEL BEAM, U.O.N.) @ 24" O.C. ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 1- 1 / 4 " 1" M A X . SE P A R A T I O N GA P SLOTTED SLIP TRACK SYSTEMS #8 WAFERHEAD FRAMING SCREWS, TYP. COMPLETELY FILL GAP ABOVE GYP. PANELS. SEAL FULLY WITH HILTI CFS-TTS MD OS OR HILTI CFS-TTS MD600 FIRESTOP CONTINUOUS TOP TRACK SEAL OR APPROVED EQUAL. ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 REPAIR AND RE-SPRAY FIREPROOFING AS REQUIRED TO ENSURE FULL ENVELOPMENT. CONFIRM THICKNESS OF FIREPROOFING MEETS REQUIRED RATING FOR STEEL BM. ASSEMBLY. 1 2" MIN. TYP. 5/8" TYPE 'X' GYP. BRD. ON BOTH SIDES, TYP. ·FIRE RATED UL DESIGN UL2079 - JOINT SYSTEM NO. HW-D-0875 SECOND LAYER OF 5/8" GYP.BD EACH SIDE FOR 2-HR RATED 3" M A X . FI E L D V E R I F Y 2. 5 " M I N . FI E L D V E R I F Y COMPOSITE DECK OR STRUCTURE ABOVE. VERIFY HOURLY FIRE RATING OF FLOOR ASSEMBLY IS EQUAL TO OR GREATER THAN HOURLY FIRE RATING OF WALL ASSEMBLY. *1" MAX. SEPARATION GAP BETW. BOT. OF STEEL FLOOR UNIT AND TOP OF WALL, ALLOWS FOR 50% COMPRESSION OR EXTENSION FROM INSTALLED WIDTH. COMPOSITE DECK ABOVE FOLD OVER WEB OF STUD, ATTACH KICKER TO STRUCTURE ABOVE W/ 3/8" DIA. HILTI KB-TZ EMBEDDED 2" MIN. @ EA. KICKER. METAL STUD SEISMIC BRACING AT 48" O.C. ALTERNATING EACH DIRECTION. REFER TO STUD CHART AND NOTE 1, DETAIL 12/SHEET A-30.0 1-1/8" MIN. CLEARANCE45° ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 ·SLIP TRACK SYSTEM UL-2079 CYCLICAL DESIGN ICC #ESR-2012 OSHPD R-0371-FIXED EQUIP. ANCHORED LARR 25344 WHI-495-PSV-1333 UL-R19236 STUD WALLS WIDTH VARIES 5/ 8 " D E F L E C T I O N GA P EQEQ 1/ 2 " 1- 1 / 8 " COMPOSITE DECK OR STRUCTURE ABOVE (2) #8 S.M.S 16" O.C. (MAX.) .145 DIA. POWER DRIVEN FASTENER AT EA. FLUTE. 1-1/4" MIN. EMBEDMENT 2" x 20 GAUGE X 10" LONG GALVANIZED STEEL STRAPS ATTACHED TO STEEL DECK WITH STEEL FASTENERS OR MASONRY ANCHORS ON EACH SIDE OF THE FLUTE 12" MAX. SLIP TRACK SYSTEMS #8 WAFERHEAD FRAMING SCREWS (TYP.) WALL PERPENDICULAR TO FLUTES TOP OF VERTICAL STUD SEAL FULLY WITH HILTI CP 506 ACOUSTIC SEALANT OR APPROVED EQUAL. WALL PARALLEL TO FLUTES STUD WALLS WIDTH VARIES 5/ 8 " D E F L E C T I O N GA P 1/ 2 " 1- 1 / 8 " COMPOSITE DECK OR STRUCTURE ABOVE .145 DIA. POWER DRIVEN FASTENER AT EA. FLUTE. 1-1/4" MIN. EMBEDMENT SLIP TRACK SYSTEMS #8 WAFERHEAD FRAMING SCREWS (TYP.) TOP OF VERTICAL STUD SEAL FULLY WITH HILTI CP 506 ACOUSTIC SEALANT OR APPROVED EQUAL. NOTE: HEAD DETAIL GIVES A MIN. STC 49 RATING. 5/8 GYP.BD EACH SIDE 4" 4" 5/8 GYP.BD EACH SIDE SOUND INSULATION SOUND INSULATION 3" MIN. SAFB IN CAVITY 3" MIN. SAFB IN CAVITY A-30.1 WALL HEAD DETAILS COMPOSITE DECK AS NOTED 2 4 5 812 14 16 18 19 20 SCALE SCALE SCALE SCALE SCALESCALE SPECIFY SCALE SCALE SCALE SCALE SCALE 3"=1'-0" SPECIFY 7 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 1 HOUR RATED FULL HT. SLIP TRACK 17SCALE 1 AND 2 HR RATED SLIP TRACK AT BEAM NON RATED FULL HT. SLIP TRACK SEISMIC BRACING DETAIL 1-1/2"=1'-0" 10SCALE 13SCALE 3"=1'-0" SPECIFY 1/2" = 1'-0" 3"=1'-0" 15SCALE SPECIFY SPECIFY 11SCALE SPECIFY SPECIFY 3"=1'-0"SPECIFY STC 49 - FULL HT. SLIP TRACK 3"=1'-0" DETAIL @ ONE HOUR RATED TUNNEL NOT USED NOT USED NOT USED NOT USED NOT USEDNOT USED NOT USED NOT USED CHAIN LINK FENCE DETAIL 1ST & 2ND FLOOR 1-1/2"=1'-0"2-HOUR RATED EXTERIOR WALL INFILL B B NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 RE F E R T O RC P EXISTING STRUCTURE SUSPENDED CEILING REFER TO R.C.P. FOR SPECIFICATION 2-1/2" x 20 GAUGE METAL STUD KICKERS @ 48" O.C. ATTACH TO STRUCTURE ABOVE WITH 3 8" DIA HILT KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24"O.C 7/8" SHADOW MOLDING 45° 6" 5/8" GYPSUM BOARD TO DECK ABOVE ON ONE SIDE (3) #10 SHEET METAL SCREWS 2-1/2" x 20 GAUGE METAL STUD. ATTACH TO STRUCTURE WITH 3/8" DIA. HILTI KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C. 4'-0" O.C . 2'-0" O . C . MAX. 6" 4'-0"O . C . 4'-0" M A X 8" ·BRACING DETAIL USG OR EQUAL #ESR - 1222, LARR #25764 6 4 2 5 3 VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRE THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET FROM EACH WALL ALL SUPPORT WIRES SHALL BE LOOPED AROUND RUNNERS, JOIST, SCREW EYES, ETC., WITH MINIMUM OF THREE TURNS, THEN TWISTED ABOUT THEMSELVES A MINIMUM OF THREE TIMES, TYPICAL UNLESS OTHERWISE NOTED 1 2 3 7 9 2'-0" O . C . MAX. 6" 4'-0"O . C . 4'-0" M A X 12'-0 " O . C . 8" LINE OF ALL OR END OF SUSPENDED CLG. CONSTRUCTION ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. 1 #12 GAUGE HANGER WIRES SPACED 4'-0" O.C. ALONG 1 1/2" METAL CHANNELS. LOCATE WITHIN 8" OF ENDS OF CHANNEL RUNS. ATTACH WIRE TO COMPOSITE METAL DECK WITH HILTI CEILING CLIP (CC27-ALH27) ICC-ESR-2184. 1-1/2" x 20 GAUGE STEEL CHANNEL AT 4'-0" O.C. PROVIDE 1" CLEARANCE BETWEEN ABUTTING WALLS AND PARTITIONS. AT CHANNEL SPLICES, INTERIOR LOCK FLANGES, OVERLAP ENDS 12" AND SECURE EACH END WITH DOUBLE STRAND 12 GAUGE TIE WIRE 7/8" x 20 GAUGE METAL FURRING CHANNEL WITH 1" CLEARANCE BETWEEN FURRING ENDS AND ABUTTING WALLS AND PARTITIONS. ATTACH FURRING CHANNELS TO A 1-1/2" CHANNEL WITH FURRING CHANNEL CLIPS INSTALLED ON ALTERNATE SIDES AT SPLICES, NEST FURRING CHANNELS WITH AT LEAST 8" OVERLAP AND SECURELY WIRE TIE EACH END WITH DOUBLE STRAND 12 GAUGE TIE WIRE LATERAL SUPPORT WIRES, #12 GAUGE (MIN) SPLAYED IN FOUR DIRECTIONS 90 DEGREES APART. CONNECT TO 1-1/2" STEEL CHANNEL AT 6" MAX. FROM CROSS FURRING CHANNEL TO STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM PLANE OF CEILING. INSTALL LATERAL SUPPORT WIRES AT 12'-0" INTERVALS EACH DIRECTION WITH THE FIRST POINT AT 4'-0" (MAX) FROM EACH WALL.. 5/8" GYPSUM BOARD. ATTACH GYPSUM BOARD TO FURRING CHANNELS WITH #8 SHEET METAL SCREWS AT 6" O.C. VERTICAL COMPRESSION STRUT, STEEL SECTION WITH L/R RATIO OF 200 MAX. ATTACH TO MAIN RUNNERS WITH 1/4" MACHINE BOLTS AND TO STRUCTURE WITH 3/8" DIA. HILTI KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C. 6 5 4 8 STRUT HEIGHT 6'-0" 8'-0"400S162-33 14'-0" METAL STUD SIZE 400S162-33 (2)400S162-33 Double Metal Studs #10 SMS @ 12" O.C Staggered Main runner Furring channel (2) Metal studs per schedule. 3" M A X . Note: L > 14'-0": Provide structural design calculstions METAL STUD COMPRESSION STRUT SCHEDULE SEISMIC DESIGN CATEGORIES D,E AND F. 1. SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D,E, AND F SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM 636 AND CISCA FOR SEISMIC ZONES 3-4 AS MODIFIED BY THE FOLLOWING: 2. A HEAVY DUTY T-BAR GRID SHALL BE USED 3. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2". IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 0.75 ". CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE 4. FOR CEILING AREAS EXCEEDING 1,000 SF HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL APPROXIMATELY EQUAL EXCEPTION: A. RIGID BRACES ARE PERMITTED TO BE USED INSTEAD OF DIAGONAL SPLAY WIRES. BRACES AND ATTACHMENTS TO THE STRUCTURAL SYSTEM ABOVE SHALL BE ADEQUATE TO LIMIT RELATIVE LATERAL DEFLECTIONS AT POINT OF THE ATTACHMENT OF THE CEILING GRID TO LESS THAN O.25" FOR THE LOADS PRESCRIBED IN SECTION 13.3.OF MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES B. FOR CEILING AREAS EXCEEDING 2,500 SF, A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 SF SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT C. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE, OR ADAPTER ROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1" OF THE CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION D. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTION REQUIREMENTS OF ASCE 7-10, SECTION 11A.1.3.9, ITEM 2. E. AS AN ALTERNATE TO PROVIDING LARGE CLEARANCES AROUND SPRINKLER SYSTEM PENETRATIONS THROUGH CEILING SYSTEMS, THE SPRINKLER SYSTEM AND CEILING SYSTEM AND CEILING GRID ARE PERMITTED TO BE DESIGNED AND TIED TOGETHER AS AN INTEGRAL UNIT. SUCH A DESIGN SHALL CONSIDER THE MASS AND FLEXIBILITY OF ALL ELEMENTS INVOLVED, INCLUDING THE CEILING SYSTEM, SPRINKLER SYSTEM, LIGHT FIXTURES AND MECHANICAL (HVAC) APPURTENANCES. SUCH DESIGN SHALL BE PERFORMED BY A REGISTERED DESIGN PROFESSIONAL GENERAL NOTES: 1. LATERAL FORCE MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCTWORK THAT IS NOT PROVIDED WITH BRACING RESTRAINS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL LOAD, WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2. 2. STRUTS OTHER THAN THE ONES LISTED ABOVE MAY BE USED WITH AN EVALUATION REPORT BY I.C.C. OR OTHER NATIONALLY ACCREDITED TESTING LABORATORY. 3. ALL 24" x 48" CEILING LIGHT FIXTURES & 24" x 24" HVAC AIR REGISTERS SHALL BE SUPPORTED BY A MIN. OF (2) TWO HANGERS @ OPPOSITE CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. 4. ALL INTERIOR WALL & CEILING FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH ASTM E 84 SHALL BE FLAME SPREAD CLASS III MIN. 5. SPRINKLER HEADS AND OTHER PENETRATION CLEARANCE MIN. 2" DIA. OPENING OR A SWING JOINT 6. ARMSTRONG ACOUSTICAL CEILING SUSPENSION ICC ESR-1308 4'-0" TYP . 1. VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRE. 2. HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET FROM EACH WALL. VERTICAL STRUT (TYP) STD INSTALLATION PER ASCE SECTION 13.5.6. 2'-0" 2'-0" 2" (MAX) FROM BRACING WIRE TO CROSS RUNNERS. METAL STUD COMPRESSION STRUT PER SCHEDULE 1/4" DIA. MACHINE BOLT ACOUSTICAL CEILING TILES CEILING CLIP ASSEMBLY - HILTI CC-CLIP FASTENED W/.177 DIA. POWER DRIVEN FASTENER DX-KWIK, LARR-25651-ICC ESR-2184, OR APPROVED EQUAL 1-1/2"-3 TIGHT TURNS 12 GA. VERTICAL WIRE SPLAYED BRACE WIRE COMPRESSION STRUT ATTACHMENT DETAILS 12'-0" 45.0° 6'-0" MAX. 6' - 0 " MA X 12 ' - 0 " 8" TYPICAL 12 GA. VERTICAL HANGER WIRE @ 4'-0" O.C. EACH WAY W/ MIN. 3 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE. 12GA. BRACING WIRE W/ MIN. 3 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE TYP. 90 APART @ 12'-0" O.C. EA. WAY. STARTING 6' FROM WALLS 45.0° O.C. CEILING GRID GRID MAIN RUNNER 12 GA. SPLAYED SEISMIC BRACING WIRE. 3 TIGHT TURNS VERTICAL HANGER WIRE ATTACHED TO STRUCTURE WITH 3/8" DIA. HILTI KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C. CEILING CLIP ASSEMBLY - HILTI CC-CLIP FASTENED W/.177 DIA. POWER DRIVEN FASTENER DX-KWIK, LARR-25651-ICC ESR-2184, OR APPROVED EQUAL EMT COMPRESSION STRUT PER SCHEDULE. ENDS FLATTENED AND ATTACHED AS NOTED COMPRESSION STRUT SCHEDULECOMPRESSION STRUT SCHEDULE HEIGHT 3 / 4" EMT METAL STUD OPTION UP TO 5'-0"250TI25-33 (20 GA) 400S137-33 (20 GA) -400S200-33 (20 GA) UP TO 6'-0" UP TO 7'-0" UP TO 10'-0" 1" EMT 1 - 1 / 4" EMT EMT OPTION 250TI25-33 (20 GA) > 10'-0" : Provide structural design calculations. COMPRESSION STRUTS 12' O.C, BOTH DIRECTIONS, STEEL SECTION WITH L/R RATION OF 200 MAX. ATTACH TO MAIN RUNNERS WITH 1/4" MACHINE BOLTS AND TO STRUCTURE WITH 3/8" DIA. HILTI KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. MAY BE STEEL STUD, BLACK IRON, EMT OR WOOD STUD (IN COMBUSTIBLE CONSTRUCTION TYPES ONLY) OR OTHER APPROVED EQUAL. - MAIN RUNNER CROSS RUNNER 8" UN A T T A C H E D W A L L ATTACHED WALL 6 - 10 - #12 AWG STEEL WIRE CONNECTOR USED FOR BOTH GRID SUPPORT AND FIXTURE SUPPORT. ATTACH TO PERMANENT STRUCTURE. TYP. 6 PLACES 2' x 4' FIXTURE SHOWN. DETAIL IS TYPICAL FOR 2' x 2' , 1' x 4' AND MOST OTHER RECESSED TROFFER FIXTURES. TYPICAL OF A VARIETY OF TROFFER FIXTURE SUPPORT WIRE CONNECTION TABS. PROVIDE MIN. 3 COMPLETE TURNS OF WIRE NO MORE THAN 15" LONG (TYP.) #10 TEK SCREWS LOCATED AT OPPOSITE CORNERS OF RUNNERS THRU INTEGRAL FIXTURE SUPPORT TABS - ONE SCREW SHOWN FOR CLARITY. USE OF UL - LISTED ACCESSORY FIXTURE SUPPORT TABS PROVIDED BY FIXTURE MANUFACTURER MAY BE USED IF ACCEPTABLE WITH THE LOCAL CODES. SCREWS SHOULD NOT EXTEND INTO THE BODY OF THE FIXTURE AS THIS MAY DISTORT FIXTURE BODY CREATING LIGHT LEAKAGE. #12 AWG STEEL WIRE CONNECTOR USED FOR BOTH GRID SUPPORT AND FIXTURE SUPPORT. ATTACH TO PERMANENT STRUCTURE. TYP. 6 PLACES 2' x 4' FIXTURE SHOWN. DETAIL IS TYPICAL FOR 2' x 2' , 1' x 4' AND MOST OTHER RECESSED TROFFER FIXTURES. TYPICAL OF A VARIETY OF TROFFER FIXTURE SUPPORT WIRE CONNECTION TABS. PROVIDE MIN. 3 COMPLETE TURNS OF WIRE NO MORE THAN 15" LONG (TYP.) #10 TEK SCREWS LOCATED AT OPPOSITE CORNERS OF RUNNERS THRU INTEGRAL FIXTURE SUPPORT TABS - ONE SCREW SHOWN FOR CLARITY. USE OF UL - LISTED ACCESSORY FIXTURE SUPPORT TABS PROVIDED BY FIXTURE MANUFACTURER MAY BE USED IF ACCEPTABLE WITH THE LOCAL CODES. SCREWS SHOULD NOT EXTEND INTO THE BODY OF THE FIXTURE AS THIS MAY DISTORT FIXTURE BODY CREATING LIGHT LEAKAGE. CROSS TEE TEE-FACE SLEEVE 4-WAY SEISMIC EXPANSION JOINT CLIP FASTENER MAIN TEE HANGER WIRE NEAR TEE END 1" MIN. FIELD CUT MAIN TEE CROSS TEE ONE SIDE OF SPLICE CAP CRIMPED TO ALLOW MOVE MENT ONLY ON OPPOSITE END HANGER WIRE NEAR TEE END 1" MIN. 3 FULL TWIST MIN. T-BAR CEILING (SEE REFLECTED CLG. PLAN) IF APPLICABLE SCREW TIGHTENED THROUGH MAIN RUNNER/CROSS TEE BULB OR WEB 7/8" 8" MAX ·CEILING TILE AND GRID ARMSTRONG ICC-ESR-1308 L.A. RR. #25032 ·SEISMIC WALL CLIP BERC2 OR EQUAL ICC - ESR 1308, LARR #25032 ARMSTRONG 7/8" ANGLE MOLDING ARMSTRONG BERC2 SEISMIC WALL ATTACHMENT CLIP. ARMSTRONG 7/8" ANGLE MOLDING ARMSTRONG BERC2 SEISMIC WALL ATTACHMENT CLIP HANGER WIRE MAIN RUNNER/CROSS TEE 7/8" B B B SECTION VIEW A ISOMETRIC VIEW SCREW TIGHTENED THROUGH MAIN RUNNER/CROSS TEE BULB OR WEB T-BAR CEILING (SEE REFLECTED CLG. PLAN) IF APPLICABLE 3/4" 7/8" ·CEILING TILE AND GRID ARMSTRONG ICC-ESR-1308 L.A. RR. #25032 ·SEISMIC WALL CLIP BERC2 OR EQUAL ICC - ESR 1308, LARR #25032 ARMSTRONG 7/8" ANGLE MOLDING ARMSTRONG BERC2 SEISMIC WALL ATTACHMENT CLIP. ARMSTRONG 7/8" ANGLE MOLDING ARMSTRONG BERC2 SEISMIC WALL ATTACHMENT CLIP HANGER WIRE MAIN RUNNER/CROSS TEE 7/8" B B B SECTION VIEW A ISOMETRIC VIEW LOOSE SLIP SCREW 3 FULL TWIST MIN. LOOSE SLIP SCREW 8" MAX 3/4" A-30.24 6 7 10 13 14 15 16 18 SCALEEXPANSION JOINT SCALE SCALE SCALE SCALE SCALESUSPENDED GYP. BOARD CEILINGSCALE SCALE LIGHT FIXTURE SEISMIC SUPPORT SCALE CEILING DETAILS COMPOSITE DECK 3"=1'-0" 1-1/2=1'-0" 1-1/2"=1'-0" 3"=1'-0" 17SCALE NANOT USED AS NOTED 1-1/2"=1'-0"SUSPENDED CEILING GRID DETAIL8SCALE 1-1/2"=1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT ATTACHED - GRID TO WALL DETAIL 19 20 SCALE SCALE UNATTACHED - GRID TO WALL DETAIL 1ST & 2ND FLOOR 1-1/2"=1'-0"CEILING DETAIL NANOT USED NANOT USEDNANOT USED NANOT USED NANOT USED NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 STUD SIZE BLOCKING SIZE MIL/GA 12"SPACING16"24" 250 11'-0" 362 14'-0" 400 15'-0" 600 19'-6" NON-STRUCTURAL CEILING JOIST SPAN CHART 48" O.C. 10'-0"7'-6" 13'-0"11'-0" 14'-0"12'-0" 18'-0"16'-0" SPAN LIMITS 43/18 48" O.C. 48" O.C. 48" O.C. NOTES: 1. JOISTS ARE DESIGNED TO SUPPORT A CEILING DEAD LOAD OF 10 PSF. 2. CEILING JOIST ARE DESIGNED AS BRACED AT 4'-0" 1-1/2" x 1-1/2"x18GA CONTINUOUS METAL ANGLE W/#10 S.M.S EACH SIDE AT EACH STUD (3) #8 S.M.S FROM JOIST TO STUD METAL STUD CEILING JOIST PER CEILING JOIST SPAN CHART. ATTACH W/3-#8 S.M.S 18 GA CONTINUOUS TRACK W/1-1/2" DEEP LEG W/ (3) #8 S.M.S METAL STUD WALL PER PLAN METAL STUD WALL PER PLAN AB A METAL STUD CEILING JOIST CONNECTION TO METAL STUD B METAL STUD CEILING JOIST CONNECTION TO METAL STUD METAL STUD CEILING JOIST PER CEILING JOIST SPAN CHART. NOTES: 1.IT IS ACCEPTABLE TO USE EITHER DETAIL A OR B FOR CEILING END JOIST CONNECTION. 2.CEILING JOIST NOT DESIGNED TO SUPPORT MECHANICAL UNITS, WATER HEATERS, ETC. 3.PROVIDE 18GA DIAGONAL METAL STUD CONNECTING INTERSECTION PARTITION WALL CORNERS W/ (4) #12 S.M.S EACH END TO WALL TOP TRACK WHERE PARTITION IS NOT FULL HEIGHT. 4.USE 3 8" Ø EXPANSION ANCHORS W/2" EMBEDMENT AT BOTTOM TRACK OF PARTITION WALL WHERE WALL IS NOT BRACED TO DECK ABOVE. BLOCKING 43/18 43/18 43/18 ROUGH OPENING (C) =DOOR WIDTH (A) + 2 1/2" CUT OPENING IN GWB = DOOR WIDTH + 3/8" FREE PIVOTING HINGE CONTINUOUS PERIMETER EPDM GASKET 5 8" GYP. BD. CEILING FEATHER AS REQ. CONCEALED HINGE NOTE: PROVIDE BAUCOPLUS 2 OR EQUAL CONCEALED HINGE ACCESS PANEL. VERIFY SIZE WITH RCP. METAL FRAMING AS REQUIRED. HEMBAR SEALED INSIDE SHADECLOTH IN UP POSITION SHADECLOTH IN DOWN POSITION REMOVABLE CLOSURE (WHITE) 1/2" MIN. 2-1/2" x 20 GAUGE MTL. STUD AT 16" O.C 6" x 20 GAUGE MTL.NSTUD AT 16" O.C REFER TO RCP FOR CEILING HEIGHT EXISTING EXTERIOR WALL MECHOSHADE RFER TO RCP FOR TYP. (E) GLAZING SYSTEM SINGLE CLOSURE MOUNT CONTINUOUS BLOCKING RE F E R T O S P E C . REFER TO SPEC. HEMBAR SEALED INSIDE SHADECLOTH IN UP POSITION SHADECLOTH IN DOWN POSITION REMOVABLE CLOSURE (WHITE) 1/2" MIN. 2-1/2" x 20 GAUGE MTL. STUD AT 16" O.C 6" x 20 GAUGE MTL.NSTUD AT 16" O.C REFER TO RCP FOR CEILING HEIGHT EXISTING EXTERIOR WALL MECHOSHADE RFER TO RCP FOR TYP. (E) GLAZING SYSTEM SINGLE CLOSURE MOUNT CONTINUOUS BLOCKING RE F E R T O S P E C . REFER TO SPEC. CEILING AND MISCELLANEOUS DETAILS A-30.3 1 48 9 10 11 12 13 14 15 16 17 18 19 20 SCALE SPECIFYNOT USED SCALE SPECIFYNOT USED SCALE SPECIFYNOT USED SCALE SPECIFYNOT USED SCALE SPECIFYNOT USED SCALE SPECIFYNOT USED SCALE 3"=1'-0"CONCEALED HINGE ACCESS PANEL SCALE SPECIFYNOT USEDSCALE SPECIFYNOT USEDSCALE SPECIFYNOT USED SCALE SPECIFYNOT USED SCALE SPECIFYNOT USED SCALE SPECIFYNOT USED SCALE SPECIFYNOT USED SCALE SPECIFYNOT USED AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 3SCALE SPECIFYNOT USED 2SCALE 3"=1'-0"MECHOSHADE DETAIL 7SCALE 1ST & 2ND FLOOR 6SCALE 3" - 1'-0"TYPICAL CEILING JOIST SCHEDULE SPECIFYNOT USED NOT USED 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 A-30.4 GLASS PARTITION DETAILS -COMPOSITE DECK DISCLAIMER: THE AGREEMENT SHALL NOT DEVIATE FROM THESE DETAILS IN ANY WAY WITHOUT WRITTEN APPROVAL FROM SAA. ANY DEVIATION FROM THESE DETAILS SHALL BE THE SOLE RESPONSIBILITY AND LIABILITY OF THE CONTRACTOR. PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 1ST & 2ND FLOOR NOT USED NOT USED NOT USEDNOT USED NOT USED NOT USED NOT USED NOT USED NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 ETCHED TRASH SYMBOL TRASH RECYCLING ETCHED RECYCLE SYMBOL A B 2" DIA. METAL COIN MEDALLION. FINISH U626. 2" DIA. METAL COIN MEDALLION. FINISH U626. SE E E L E V A T I O N 1'-8" FACE OF WALL 1/4" MELAMINE BACK PANEL FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. MELAMINE CABINET INTERIOR PROVIDE CONTINUOUS METAL BACKING BEHIND DRYWALL DOOR PULL AS SPECIFIED EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) 12 -2'-0" MAX. FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1-1/2" FINISHED EDGE DOOR PULL AS SPECIFIED MELAMINE DRAWER INTERIOR FULL EXTENSION DRAWER GLIDES (TYP.) 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 1/4" MELAMINE BACK PANEL EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) TOE KICK TO MATCH FINISHED FACE4" RE F E R T O E L E V A T I O N S PLASTIC LAMINATE INSIDE. 3/4" MELAMINE FINISH SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. MELAMINE CABINET INTERIOR 34 " A F F FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1-1/2" FINISHED EDGE 1/4" MELAMINE BACK PANEL TOE KICK TO MATCH FINISHED FACE DOOR PULL AS SPECIFIED FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES INSTANT- FLOW HOT WATER. REFER TO POWER AND SIGNAL PLAN SPECIFICATION INFORMATION REFER TO ELEVATION FOR BACK SPLASH 4" *CLEAR FLOOR SPACE 30"X48" COMPLYING WITH CBC 2022 SEC 11B-305.7.1 IN FRONT OF SINK TO ALLOW FORWARD APPROACH 6 1 / 2 " M A X SI N K D E P T H *HOT WATER/DRAIN PIPES EXPOSED UNDER SINKS SHALL BE INSULATED TO PROTECT AGAINST CONTACT; NO SHARP OR ABRASIVE SURFACES UNDER SINKS *PER CBC 2022 SECTION 606.1 ACCESSIBLE SINKS 27 " H I G H M I N . K N E E C L E A R A N C E 30 " M I N . W I D E INSULATE ALL EXPOSED PIPES AND HOT SURFACES 8 - 2'-0" MAX. GARBAGE DISPOSAL. REFER TO EQUIPMENT SPECIFICATIONS. FAUCET AND SINK; 61 2" MAX SINK DEPTH, SINKS SHALL BE MOUNTED WITH COUNTER/RIM NO HIGHER THAN 34" AFF. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT FRASPING, PINCHING OR TWISTING OF THE WRIST; REQUIRED FORCED TO ACTIVATE CONTROLS SHALL BE NOT GREATER THAN 5 LBF; APPROVED LEVER TYPE ONLY 34 " M A X . 4" 18" 24" CONTRACTOR TO COORDINATE OPENING FOR SPEAKER. COORDINATE REQUIREMENTS WITH TENANT'S VENDOR. FOR FINISH REF. TO MILLWORK PLAN FINISHED COUNTERTOP OVER 3/4" PLYWOOD SUBSTRATE. COUNTERTOP WITH 3" FINISHED EDGE. ALL CORNERS TO MITERED 1-1/4" X 1-1/4" STEEL ANGLE SUPPORT AT 36" TO 48" ON CENTER SECURED WITH BACK TO BACK STUDS ROUND OFF ANY SHARP EDGES. ACCESSIBLE CASH REGISTER COUNTER, 28" TO 34" HEIGHT AND 36" MIN. WIDTH. 27 " 3" 30 " A F F 11 A-30.4 PROVIDE GROMMETS. ASSUME TO PROVIDE TWO. COLOR TO MATCH SOLID SURFACE. MELAMINE CABINET INTERIOR FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1-1/2" FINISHED EDGE MELAMINE DRAWER INTERIOR 1/4" MELAMINE BACK PANEL DRAWER PULL AS SPECIFIED EXTRA HEAVY DUTY FULL EXTENSION DRAWER GLIDES (TYP.) TOE KICK TO MATCH FINISHED FACE FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES R E F E R T O E L E V A T I O N S REFER TO ELEVATION FOR BACK SPLASH 2-1/2" 7" 7" 4" 2'-0" MAX. DE P E N D O N C A B I N E T HE I G H T . R E F T O E L E V SCHEDULED PULL LINE OF PTN. BEYOND WHERE OCCURS TO MATCH ADJ. SURFACE 6" 1 1 / 2 " SCHEDULED PULL 2" SE E E L E V A T I O N 1'-3" FACE OF WALL 1/4" MELAMINE BACK PANEL FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. MELAMINE CABINET INTERIOR PROVIDE CONTINUOUS METAL BACKING BEHIND DRYWALL DOOR PULL AS SPECIFIED EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) 2'-0" MAX. REFER TO ELEVATION FOR BACK SPLASH PLASTIC LAMINATE COUNTERTOP WITH 1 1/2" FINISHED EDGE 1/4" MELAMINE BACK PANEL RE F E R T O E L E V A T I O N S MELAMINE CABINET INTERIOR RE F E R T O E L E V A T I O N S 4" 12 - 2'-0" MAX. REFER TO ELEVATION FOR BACK SPLASH PLASTIC LAMINATE COUNTERTOP WITH 1 1/2" FINISHED EDGE DOOR PULL AS SPECIFIED 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 1/4" MELAMINE BACK PANEL MELAMINE CABINET INTERIOR EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) TOE KICK TO MATCH FINISHED FACE PER PLAN 2 1/2" 12 - 2'-0" MAX. REFER TO ELEVATION FOR BACK SPLASH PLASTIC LAMINATE COUNTERTOP WITH 1 1/2" FINISHED EDGE DOOR PULL AS SPECIFIED MELAMINE DRAWER INTERIOR FULL EXTENSION DRAWER GLIDES (TYP.) 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 1/4" MELAMINE BACK PANEL EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) TOE KICK TO MATCH FINISHED FACE4" RE F E R T O E L E V A T I O N S 4 E Q U A L D R A W E R S 12 - 2'-0" MAX. 2 1/2" 4" RE F E R T O E L E V A T I O N S FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES DOOR PULL AS SPECIFIED PLASTIC LAMINATE COUNTERTOP WITH 1 1/2" FINISHED EDGE REFER TO ELEVATION FOR BACK SPLASH MELAMINE DRAWER INTERIOR 5/8" MELAMINE BACK PANEL MELAMINE CABINET INTERIOR FULL EXTENSION DRAWER GLIDES (TYP.) TOE KICK TO MATCH FINISHED FACE 12 - 2'-0" MAX. REFER TO ELEVATION FOR BACK SPLASH FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1-1/2" FINISHED EDGE DOOR PULL AS SPECIFIED PLASTIC LAMINATE CABINET INTERIOR FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 1/4" MELAMINE BACK PANEL TRASH CONTAINER BY GENERAL CONTRACTOR 3/4" PLASTIC LAMINATE SLIDE OUT TRASH CONTAINER SHELF WITH ANGLED SIDES ATTACHED TO FRONT W/ 24" DEEP FULL EXTENSION ACCURIDE GLIDES TOE KICK TO MATCH FINISHED FACE 4" RE F E R T O E L E V A T I O N S 2 1/2" LINE OF TOE KICK AT ADJACENT CABINET P.LAMINATE BASE TO MATCH UPPER CABINET SCHEDULED FINISH DOOR FRONTS 2" 1/2" 3/ 8 " 4"4 7 / 8 " 3/ 4 " 6" NOTE: PROVIDE AT ALL BATH ACC., SHELVES, DRAPERY ROD, CHALKBOARDS, TACK BOARDS, SCHEDULE BOARDS, TELEPHONE BACKBOARDS, BASE CABINETS AND FLAT SCREENS TV. 18 GAUGE x 12" WIDE SHEET METAL STRIP ATTACHED W/MIN. 4-#10 SELF-TAPPING SCREW TO EA. STUD. CONNECT TO 3 STUDS MIN., (CONTINUOUS) 20 GAUGE STUD NOTE: PROVIDE AT ALL TYP. HANDRAILS, ELECT. PANEL BOARDS, OVERHANGING CABINETS,BATHROOM SINK W/ LEDGE PROVIDE STEEL SLEEVES AT ALL FASTENERS 3-5/8" x 18 GAUGE STUD PLACED HORIZ. BETWEEN VERT. STUDS BEND STUD FLANGE & RETURN 2"-FASTEN TO STUD W/ 2-#10 SELF-TAPPING SCREWS 20 GAUGE STUDS BOTH SIDES OF BACKING AREA 1. SUBMITTALS. SEE GENERAL REQUIREMENTS SHEETS FOR SCHEDULE OF SUBMITTAL. 2. W.I.C. STANDARDS. COMPLY WITH THE WOODWORK INSTITUTE OF CALIFORNIA "MANUAL OF MILLWORK", LATEST EDITION. a) PROJECT STANDARD SHALL BE: X CUSTOM GRADE PREMIUM GRADE b) FLUSH OVERLAY CONSTRUCTION IS STANDARD, U.O.N. 3. SCRIBE FINISH. SCRIBE ALL CASEWORK AND MILLWORK TO ADJACENT SURFACES, U.O.N. 5. CABINET HARDWARE: 4. GROMMET HOLES. PROVIDE 3" DIAMETER WIRE/CORD MANAGEMENT HOLES AND PLASTIC GROMMETS WITH COVERS AT 48" ON CENTER AT ALL COUNTER TOPS. MILLWORKER'S SHOP DRAWINGS SHOW/ INDICATE THE LOCATION, SIZE AND COLOR ON NEW GROMMETS. WHERE GROMMETS PENETRATE A BASE CABINET WITH ADJUSTABLE SHELVING, THE MILLWORKER SHALL PROVIDE A 3" PLASTIC LINED OPENING IN EACH SHELF. THE MILLWORK WILL NEEDS TO VERIFY THE QUANTITY OF GROMMETS REQUIRED WITH THE DESIGNER DURING BIDDING. DESIGNER SHALL APPROVE GROMMET LOCATION WITH THE MILLWORK SHOP DRAWINGS. 6. ANCHORING AND BACKING. SECURE AND ANCHOR CASEWORK PER NOTES, DETAILS 9 & 10/- AND INDUSTRY STANDARDS. BACKING PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. 7. OPEN CABINETS. WHERE OPEN CABINETS ARE SHOWN, THE ENTIRE CABINET IS CONSIDERED TO BE EXPOSED SPECIFIED PLASTIC LAMINATE FINISH IS TO BE USED THROUGHOUT. 8. CLOSED CABINETS INTERIOR FINISH IS TO BE WHITE "KORTON" INTERIOR SURFACES FOR CABINETS AND SHELVES, U.O.N.. a) COMPLIANCE WITH STANDARDS. INSTALL FINISH HARDWARE COMPLYING WITH ANSI A156.9 "STANDARD FOR CABINET HARDWARE". SUBMITTAL. CABINET HARDWARE IS NOTED BY TYPE AND FINISH ONLY. SUBMIT LIST OF ALL ITEMS FOR APPROVAL PRIOR CONSTRUCTION. b)PROPOSE HARDWARE TO DESIGNER FOR REVIEW AND APPROVAL PRIOR TO ORDERING. c)PULL TYPE 1: BLDG. STD. , VERTICAL AT DOORS AND HORIZONTAL AT DRAWERS. d)TYPICAL HINGES: CONCEALED CASEWORK HINGES, BLDG. STD. FINISH, FULL OVERLAY APPLICATION AND 110 DEGREES OPENING. e)SHELVES STANDARDS: 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. f)DRAWER GLIDES: ACCURIDE FULL EXTENSION. g)SILENCERS: PROVIDE SILENCERS AT ALL CABINET DOORS AND DRAWERS. EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) 2 1/2" 2 1 / 2 " 2'-0" FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES BLACK MELAMINE CABINET INTERIOR RE F E R T O E L E V A T I O N S BLACK 1/4" MELAMINE BACK PANEL RECESSED DOOR PULL AS SPECIFIED 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 21" MAX. HASP LOCKS MAX. UPPER CABINET W/ DOOR 1"=1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 08/29/2024 DELTA 02 REVISION TO PERMIT 2 MILLWORK DETAILS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1620 SCALE SCALE ACCESSIBLE SINK CABINET SCALE SCALE SCALE SCALE SCALE SCALE SCALESCALE BASE CABINET W/ DOOR SCALE 1"=1'-0"BASE CABINET W/ DRAWERS SCALE SCALE SCALE SCALE PULL OUT TRASH CABINET SCALE BASE CABINET W/ DOOR AND DRAWERS SCALE 1"=1'-0" 1"=1'-0" 1"=1'-0" 1"=1'-0" A-30.5 AS NOTED SCALE 18 N.T.S.MILLWORK NOTES BACKING PLT. SCHEDULE - TYPE 1 1-1/2"=1'-0" BACKING PLT. SCHEDULE - TYPE 2 1-1/2"=1'-0" DETAIL AT FALSE TOE KICK 1-1/2"=1'-0" DETAIL AT UPPER CABINET 1 1/2"=1'-0" DETAIL AT LOWER CABINET 1 1/2"=1'-0" 1ST & 2ND FLOOR BASE CABINET DETAIL 1"=1'-0" BASE CABINET W/ UNDER COUNTER APPLIANCE 1"=1'-0" 1'-0"=1'-0"DRAWER SIGN MEDALLIONSLOCKER SECTION DETAIL MAIL SLOT SECTION DETAIL WORK SURFACE DETAIL 1"=1'-0"1"=1'-0" 1 1"=1'-0" 2 TO PERMIT 08/29/2024 DELTA 02 REVISION TO PERMIT 2 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 MELAMINE CABINET INTERIOR 1/4" MELAMINE BACK PANEL FACE OF WALL STRIP CABINET LIGHTING REFER REFLECTED CEILING LEGEND FOR SPEC. CONTRACTOR TO VERIFY LENGTHS IN FIELD EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES PROVIDE CONTINUOUS METAL BACKING BEHIND DRYWALL 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. DOOR PULL AS SPECIFIED. SEE DETAIL 5/- SE E E L E V A T I O N 2" 1'-3" RE F E R T O E L E V A T I O N S 4" 6 - 2'-0" MAX. REFER TO ELEVATION FOR BACK SPLASH PLASTIC LAMINATE COUNTERTOP WITH 1 1/2" FINISHED EDGE DOOR PULL AS SPECIFIED 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 1/4" MELAMINE BACK PANEL MELAMINE CABINET INTERIOR EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) TOE KICK TO MATCH FINISHED FACE PER PLAN 2 1/2" 4 E Q U A L D R A W E R S 6 - 2'-0" MAX. 2 1/2" 4" RE F E R T O E L E V A T I O N S FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES DOOR PULL AS SPECIFIED PLASTIC LAMINATE COUNTERTOP WITH 1 1/2" FINISHED EDGE REFER TO ELEVATION FOR BACK SPLASH MELAMINE DRAWER INTERIOR 5/8" MELAMINE BACK PANEL MELAMINE CABINET INTERIOR FULL EXTENSION DRAWER GLIDES (TYP.) TOE KICK TO MATCH FINISHED FACE MELAMINE CABINET INTERIOR 34 " A F F FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1-1/2" FINISHED EDGE 1/4" MELAMINE BACK PANEL TOE KICK TO MATCH FINISHED FACE DOOR PULL AS SPECIFIED FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES INSTANT- FLOW HOT WATER. REFER TO POWER AND SIGNAL PLAN SPECIFICATION INFORMATION REFER TO ELEVATION FOR BACK SPLASH 4" *CLEAR FLOOR SPACE 30"X48" COMPLYING WITH CBC 2022 SEC 11B-305.7.1 IN FRONT OF SINK TO ALLOW FORWARD APPROACH 6 1 / 2 " M A X SI N K D E P T H *HOT WATER/DRAIN PIPES EXPOSED UNDER SINKS SHALL BE INSULATED TO PROTECT AGAINST CONTACT; NO SHARP OR ABRASIVE SURFACES UNDER SINKS *PER CBC 2022 SECTION 606.1 ACCESSIBLE SINKS 27 " H I G H M I N . K N E E C L E A R A N C E 30 " M I N . W I D E INSULATE ALL EXPOSED PIPES AND HOT SURFACES 7 - 2'-0" MAX. GARBAGE DISPOSAL. REFER TO EQUIPMENT SPECIFICATIONS. FAUCET AND SINK; 61 2" MAX SINK DEPTH, SINKS SHALL BE MOUNTED WITH COUNTER/RIM NO HIGHER THAN 34" AFF. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT FRASPING, PINCHING OR TWISTING OF THE WRIST; REQUIRED FORCED TO ACTIVATE CONTROLS SHALL BE NOT GREATER THAN 5 LBF; APPROVED LEVER TYPE ONLY SCHEDULED PULL SCHEDULED PULL LINE OF PTN. BEYOND WHERE OCCURS TO MATCH ADJ. SURFACE 1 1 / 2 " LINE OF TOE KICK AT ADJACENT CABINET P.LAMINATE BASE TO MATCH UPPER CABINET SCHEDULED FINISH DOOR FRONTS 2" 1/2" 3/ 8 " 4"4 7 / 8 " 3/ 4 " 6" 1. SUBMITTALS. SEE GENERAL REQUIREMENTS SHEETS FOR SCHEDULE OF SUBMITTAL. 2. W.I.C. STANDARDS. COMPLY WITH THE WOODWORK INSTITUTE OF CALIFORNIA "MANUAL OF MILLWORK", LATEST EDITION. a) PROJECT STANDARD SHALL BE: X CUSTOM GRADE PREMIUM GRADE b) FLUSH OVERLAY CONSTRUCTION IS STANDARD, U.O.N. 3. SCRIBE FINISH. SCRIBE ALL CASEWORK AND MILLWORK TO ADJACENT SURFACES, U.O.N. 5. CABINET HARDWARE: 4. GROMMET HOLES. PROVIDE 3" DIAMETER WIRE/CORD MANAGEMENT HOLES AND PLASTIC GROMMETS WITH COVERS AT 48" ON CENTER AT ALL COUNTER TOPS. MILLWORKER'S SHOP DRAWINGS SHOW/ INDICATE THE LOCATION, SIZE AND COLOR ON NEW GROMMETS. WHERE GROMMETS PENETRATE A BASE CABINET WITH ADJUSTABLE SHELVING, THE MILLWORKER SHALL PROVIDE A 3" PLASTIC LINED OPENING IN EACH SHELF. THE MILLWORK WILL NEEDS TO VERIFY THE QUANTITY OF GROMMETS REQUIRED WITH THE DESIGNER DURING BIDDING. DESIGNER SHALL APPROVE GROMMET LOCATION WITH THE MILLWORK SHOP DRAWINGS. 6. ANCHORING AND BACKING. SECURE AND ANCHOR CASEWORK PER NOTES, DETAILS 9 & 10/A-30.5 AND INDUSTRY STANDARDS. BACKING PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. 7. OPEN CABINETS. WHERE OPEN CABINETS ARE SHOWN, THE ENTIRE CABINET IS CONSIDERED TO BE EXPOSED SPECIFIED PLASTIC LAMINATE FINISH IS TO BE USED THROUGHOUT. 8. CLOSED CABINETS INTERIOR FINISH IS TO BE WHITE "KORTON" INTERIOR SURFACES FOR CABINETS AND SHELVES, U.O.N.. A) COMPLIANCE WITH STANDARDS. INSTALL FINISH HARDWARE COMPLYING WITH ANSI A156.9 "STANDARD FOR CABINET HARDWARE". SUBMITTAL. CABINET HARDWARE IS NOTED BY TYPE AND FINISH ONLY. SUBMIT LIST OF ALL ITEMS FOR APPROVAL PRIOR CONSTRUCTION. B)PROPOSE HARDWARE TO DESIGNER FOR REVIEW AND APPROVAL PRIOR TO ORDERING. C)PULL TYPE 1: 4" TAB PULL BY DOUG MOCKETT DP3B, SATIN CHROME FINISH. D)TYPICAL HINGES: CONCEALED CASEWORK HINGES, BLDG. STD. FINISH, FULL OVERLAY APPLICATION AND 110 DEGREES OPENING. E)SHELVES STANDARDS: 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. F)DRAWER GLIDES: ACCURIDE FULL EXTENSION. G)SILENCERS: PROVIDE SILENCERS AT ALL CABINET DOORS AND DRAWERS. FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1 1/2" FINISHED EDGE MICROWAVE MICROWAVES REFER TO POWER AND SIGNAL PLAN SPECIFICATION INFORMATION COORDINATE POWER OUTLET W/ MILLWORK RE F E R T O E L E V A T I O N S 1/4" MELAMINE BACK PANEL 4" SE E S P E C I F I C A T I O N S SE E E L E V A T I O N DOOR PULL AS SPECIFIED PLASTIC LAMINATE CABINET INTERIOR FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 1/4" MELAMINE BACK PANEL TRASH CONTAINER BY GENERAL CONTRACTOR TOE KICK TO MATCH FINISHED FACE2 1/2" 3/4" PLASTIC LAMINATE SLIDE OUT TRASH CONTAINER SHELF WITH ANGLED SIDES ATTACHED TO FRONT W/ 24" DEEP FULL EXTENSION ACCURIDE GLIDES MICROWAVE SE E S P E C I F I C A T I O N S EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) DOOR PULL AS SPECIFIED PROVIDE CONTINUOUS METAL BACKING BEHIND DRYWALL MICROWAVES REFER TO POWER AND SIGNAL PLAN SPECIFICATION INFORMATION COORDINATE POWER OUTLET W/ MILLWORK FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1 1/2" FINISHED EDGE 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. MELAMINE CABINET INTERIOR FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT MILLWORK DETAILS WITH TAB PULLS 1 2 3 4 5 6 7 8 10 12 13 14 15 16 19 20 SCALE ACCESSIBLE SINK CABINET SCALE SCALE 1"=1'-0"UPPER CABINET W/ DOOR SCALE SCALE SCALE SCALE SCALESCALE BASE CABINET W/ DOOR 1"=1'-0"BASE CABINET W/ DRAWERSSCALESCALE SCALE SCALE SCALE SCALE SCALE 1"=1'-0" 1"=1'-0"A-30.5A AS NOTED SCALE 18 SCALE 17 N.T.S.MILLWORK NOTES DETAIL AT FALSE TOE KICK 1-1/2"=1'-0" DETAIL AT UPPER CABINET 1 1/2"=1'-0" DETAIL AT LOWER CABINET 1 1/2"=1'-0" 1ST & 2ND FLOOR PULL OUT TRASH CABINET 1"=1'-0" SPECIFYNOT USED SPECIFYNOT USED SPECIFYNOT USED SPECIFYNOT USEDSPECIFYNOT USED SPECIFYNOT USED SPECIFYNOT USED SPECIFYNOT USED 11SCALE SPECIFYNOT USED SPECIFYNOT USED NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT A-30.7 AS NOTED KWIK-WALL MOVEABLE PARTITIONS N.T.S.2SCALE MOVEABLE PARTITIONS 1ST FLOOR 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 08/27/2024 DELTA 02 REVISION TO PERMIT 2 A-30.8 AS NOTED SCALE GENESIS VERTICAL PLATFORM LIFT 1ST FLOOR NOTE: NEW PLATFORM LIFT WILL NOT BE A COMPONENT OF THE ACCESSIBLE ROUTE. PLATFORM LIFT IF FOR TENANT'S CONVENIENCE. EXISTING ELEVATORS WILL REMAIN AND WILL BE THE MAIN COMPONENTS OF THE ACCESSIBLE PATH OF TRAVEL. 2 ACCESSIBILITY NOTES: PLATFORM LIFT SHALL COMPLY WITH CBC 11B-410. 11B-410.1 - PLATFORM LIFT SHALL NOT BE ATTENDANT-OPERATED AND SHALL PROVIDE UNASSISTED ENTRY AND EXIT FROM LIFT. PUSH BUTTONS SPECIFIED ON PAGE 1. 11B-410.2 - FLOOR SURFACE IN PLATFORM LIFT SHALL COMPLY WITH 11B-302 & 11B-303. CLEAR PLATFORM WIDTH SHALL BE 42" W x 60" L PER PLAN VIEW ON PAGE 4. 11B-410.3 - CLEAR FLOOR SPACE IN PLATFORM LIFT SHALL COMPLY WITH 11B-305. CLEAR PLATFORM WIDTH SHALL BE 42" W X 60" L PER PLAN VIEW ON PAGE 4. 11B-410.4 - THE CLEARANCE BETWEEN THE PLATFORM SILL AND THE EDGE OF ANY RUNWAY LANDING SHALL BE 1-1/4" MAX. 11B-410.5 - CONTROLS FOR PLATFORM LIFT SHALL COMPLY WITH 11B-309. 11B-410.6 - PLATFORM LIFT SHALL HAVE LOW-ENERGY POWER-OPERATED DOORS COMPLYING WITH CBC 11B-404.3 DOORS SHALL REMAIN OPEN FOR 20 SECONDS MIN. END DOOR SHALL PROVIDE 32" MIN. CLEAR WIDTH, AND SIDE DOOR SHALL PROVIDE 42" MIN. CLEAR WIDTH. DOORS TO BE PROVIDED ARE BOTH 43-1/2" CLEAR WIDTH PER PLAN VIEW ON PAGE 4. 11B-410.7 - THE MIN. LANDING SIZE AT PLATFORM LIFT SHALL BE 60" x 60". SEE PLAN VIEW ON PAGE 4 FOR 60" DIAMETER CLEARANCE AT TOP AND BOTTOM LANDINGS. 11B-410.8 - A SIGN COMPLYING WITH 11B-703.5 SHALL BE POSTED IN A CONSPICUOUS PLACE AT EACH LANDING AND WITHIN THE PLATFORM LIFT STATING "NO FREIGHT" AND INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1 TO PERMIT 08/29/2024 DELTA 02 REVISION TO PERMIT 2 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 REFLECTED CEILING PLAN LEGEND & KEYNOTES A-4.0 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 1ST & 2ND FLOOR REFLECTED CEILING LEGEND c 3 a b NEW 2x4 CEILING SYSTEM CEILING GRID MANUFACTURER:MATCH EXISTING SIZE:2x4 SERIES:MATCH EXISTING COLOR:MATCH EXISTING CEILING TILE MANUFACTURER:MATCH EXISTING SERIES:MATCH EXISTING SIZE:2x4 COLOR:MATCH EXISTING REFERENCE SHEET A-30.2 FOR SPECIFICATIONS AND REQUIREMENTS. DRYWALL CEILING, HEIGHT IS INDICATED IN BUBBLE IF NOT STANDARD. REFER TO DETAIL A-30.2. CEILING MOUNTED EXIT SIGN. DARK QUADRANT INDICATES FACE. ARROW(S) INDICATE DIRECTION. CEILING MOUNTED SMOKE DETECTOR TIED INTO FIRE LIFE SAFETY SYSTEM. SINGLE POLE LIGHT SWITCH, LETTER DENOTES LIGHT(S) CONTROLLED. THREE WAY SWITCH, LETTER DENOTES LIGHT(S) CONTROLLED. DIMMER SWITCH, LETTER DENOTES LIGHT(S) CONTROLLED. NEW FIXTURE TO BE PROVIDED TO MATCH EXISTING. SEE LIGHT FIXTURE SCHEDULE FOR SPEC. CEILING HEIGHT AS INDICATED. EXISTING 2X4 CEILING GRID AND TILE IS TO REMAIN. THE G.C. IS TO REPLACE ANY BROKEN OR DAMAGED TILES IN THE AREA OF WORK AND IS TO REPLACE ANY DAMAGED BY NEW CONSTRUCTION. BUILDING STANDARD WALL MOUNTED ENERGY SAVING OCCUPANCY SENSOR. BUILDING STANDARD CEILING MOUNTED ENERGY SAVING OCCUPANCY SENSOR. INDICATES NEW LIGHT FIXTURE.N +X'-X" AREA NOT IN CONTRACT (N.I.C.) SD S S D M M NEW TRIMLESS LINEAR DIFFUSER DESIGN CRITERIA NOTES FIRE AND LIFE SAFETY COMPONENTS 1. ALL COMPONENTS SHALL BE WHITE U.O.N. 2. FIRE PULL COMPONENTS SHALL BE RED OR OTHER OTHER ACCORDING TO LOCAL JURISDICTION. 3. ALL STROBES SHALL BE CEILING MOUNTED, U.O.N. MOUNT IN CENTER OF ACOUSTIC CEILING TILES WHERE OCCURS, U.O.N. 4. ALL SPEAKERS SHALL BE FULLY RECESSED CEILING MOUNTED, U.O.N. MOUNT IN CENTER OF ACOUSTIC CEILING TILES WHERE OCCURS, U.O.N. 5. ALL SPRINKLER HEADS SHALL BE FULLY CONCEALED CEILING MOUNTED, U.O.N. MOUNT IN CENTER OF ACOUSTIC CEILING TILES WHERE OCCURS, U.O.N. WHERE BUILDING STANDARD IS SEMI-CONCEALED, HEADS AT GWB CEILINGS SHALL BE FULLY CONCEALED. 6. COMPONENTS SHALL BE MOUNTED WITH CONSISTENT CENTERLINE, U.O.N. GENERAL 1. PROVIDE AND INSTALL PERFORATED CEILING GRILLE PANELS AT ALL ACOUSTIC CEILING MOUNTED SUPPLY AND RETURN LOCATIONS, U.O.N. CONFIRM COLOR OF GRILLE WITH ARCHITECT BEFORE PURCHASE AND INSTALLATION. 4.1 REFLECTED CEILING KEYNOTES EXPOSED CEILING NOTES 1.ALL DUCTS AND DIFFUSERS, DECKING, FIRE PROOFING, CONDUITS AND OTHER DEVICES SHALL BE PAINTED WHITE U.O.N. 2.ALL CONDUITS AND CABLING TO BE RAN W/ RIGHT ANGLES U.O.N. 3.ALL DATA CABLING TO BE RAN IN CABLE TRAYS PAINTED TO MATCH THE CEILING. 4.ALL FRAMING ATTACHED TO CEILING DECKS TO BE PAINTED TO MATCH THE CEILING U.O.N. 2'X4' LED DIRECT/INDIRECT FOCAL POINT AMICA LED FAM2-24-ACR-XX-35K-1C-UNV-XX-G-XX-XX-WH 3500K - LIGHT FIXTURE SCHEDULE MARK SYMBOL FIXTURE TYPE CATALOG NUMBERMANUFACTURER COLOR TEMP REMARKS LF-1 2'X2' LED DIRECT/INDIRECT FOCAL POINT 3500K -LF-2 4" DIA. RECESSED LED DOWNLIGHT LITHONIA LIGHTING EVO6-35/25-MVOLT-GZ1-(E10WCP)3500K -LF-3 CEILING MOUNTED EXIT SIGN EDGE LIT LED LITHONIA LIGHTING LITHONIA LIGHTING: EDGR SERIES - GREEN LETTERS 3500K CLEAR FACE WITH GREEN LETTERS, PROVIDE CEILING MOUNT THROUGHOUT U.O.N, PROVIDE WALL MOUNT AT OPEN CEILING WHERE POSSIBLE.LF-X UNDER CABINET LIGHT ALUZ LIGHTING A8 SERIES LED TAPE A8-ZIGY-STN-CL-XX-NON-DIMMING-35K-DRY-NA-XX PROVIDE SEPARATE SWITCHING, VERIFY EXACT LENGTH IN FIELDLF-4 INDUSTRIAL PENDANT LIGHT FIXTURE 16" ALUMINUM EXT SERIES ALEXT16LX-XX-35K-XX-SC1-CD6-XX-AL16/MWI-TF3-WAG16-PT SEE REFLECTED CEILING PLANS FOR HANGING HEIGHTSLF-5 PROVIDE EXPANSION JOINT EVERY 2500 SQUARE FEET AS REQUIRED THROUGHOUT AREA OF WORK. SEE DETAIL 13/A-30.2. PROVIDE DRYWALL HEADER AT 1" BELOW ADJACENT CEILING. PAINT WHITE, FLAT FINISH.4.2 PROVIDE SOUND BOOTS AT RETURN AIR GRILLES AT ALL PRIVATE OFFICES.4.4 CENTER CEILING TILE AND GRID IN ROOM AS SHOWN.4.3 4.5 PROVIDE EXHAUST FAN AND DIFFUSERS AS REQUIRED AT INDICATED ROOMS. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION. 4.6 PROVIDE 24/7 1.5 TON FOR 1ST FLOOR MDF ROOM AND 1.5 TON FOR 2ND FLOOR IDF ROOM A/C UNITS ON SEPARATE T-STAT. PROVIDE SEPARATE METER AS REQUIRED PER BUILDING STANDARDS. REFER TO ENGINEERING DRAWINGS FOR WASHER/DRYER VENTILATION.4.7 4.8 NOT USED 4.9 PROVIDE AB SWITCHING TO CONTROL LIGHT FIXTURES SEPARATELY. 4.10 PROVIDE SOUND BLANKET OVER CEILING ABOVE FOR ADDITIONAL SOUND ATTENUATION. 4.11 NOT USED. 4.12 PROVIDE CODE REQUIRED DDC CONTROL UPGRADES THROUGHOUT. REFER TO ENGINEERING DRAWINGS. 4.13 ALL DEVICES IN OPEN CEILING SUCH AS EXIT SIGNS, SMOKE DETECTORS, STROBES, ETC TO BE STEM MOUNTED. EXTEND DRYWALL TO DECK ABOVE WHERE REQUIRED. 4.14 REWORK EXISTING HVAC, SWITCHING AND CIRCUITING AS REQUIRED AND REBALANCE THROUGHOUT. 4.15 REWORK EXISTING FIRE SPRINKLERS AS REQUIRED PER NEW LAYOUT. ALL FIRE SPRINKLER HEAD TRIMS TO BE BUILDING STANDARD. AT OPEN CEILING TURN HEADS UP AS REQUIRED PER CODE. 4.16 AT OPEN CEILING AREA CLEAN UP EXISTING DECK TO BE WITHOUT ANY ABANDONED CABLES, WIRE, CONDUITS, ETC. PROVIDE RIGID SPIRAL DUCTS AND ROUND REGISTERS. CONTRACTOR TO FIELD VERIFY CURRENT HVAC DUCT CONDITION AND NOTIFY ARCHITECT IMMEDIATELY FOR ANY CONFLICTS PER NEW LAYOUT. PAINT DECK ABOVE, DUCTS, CONDUITS AND ROUND REGISTERS, FLAT FINISH. ALL DEVICES AT OPEN CEILING SUCH AS EXIT SIGNS, SMOKE DETECTORS, STROBES, ETC TO BE STEM MOUNTED WITH CONDUITS AT RIGHT ANGLES, EXPOSED J-BOX, BOTTOM HEIGHT TO BE AT 10'-5" AFF TYPICAL THROUGHOUT EXPOSED CEILING. ALL RIGID CONDUIT TO BE PAINTED COLOR P-1 OR APPROVED EQUAL. PRICING TO INCLUDE EXTENDING WALL AT OPEN CEILING AREA TO DECK ABOVE. AT BUILDING PERIMETER, EXTEND (1) LAYER OF DRYWALL TO DECK ABOVE, PREPARE TO PAINT. 4.17 REWORK FLEX DUCTS IN AREA OF NEW CEILING GRID. REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION. 4.18 PROVIDE NEW CEILING TILES AT INDICATED LOCATIONS, REFER TO CEILING LEGEND FOR TILE SPEC. PATCH EXISTING GRID AS REQUIRED THROUGHOUT, PROVIDE NEW HVAC GRILLES THROUGHOUT. PROVIDE WALL ANGLE WHERE OCCURS, PROVIDE 7/8" SHADOW MOLDING TYPICAL THROUGHOUT. 3500K 3500K 4.19 PROVIDE NEW HVAC GRILLES THROUGHOUT SCOPE AREA. 4.20 EXISTING CEILING GRID AND TILES TO REMAIN AT INDICATED AREA. CONTRACTOR TO ALLOW 30% TO BE REPLACED. REPLACE ALL DAMAGED TILES WITH NEW. SPEC: ARMSTRONG 2X4 SECOND LOOK DUNE WHITE OR MATCH EXISTING IF DIFFERS. 4.21 PAINT ALL DRYWALL SOFFIT/CEILING P-1 FLAT FINISH, REFER TO FINISH PLANS. 4.22 4.23 NOT USED 4.24 PROVIDE HOUSE AIR AT YRC WAREHOUSE #203. PROVIDE WALL AND CEILING INSULATION AS REQUIRED. AMICA LED FAM2-22-ACR-XX-35K-1C-UNV-XX-G-XX-XX-WH SPECTRUM LIGHTING CONTACT: BRENDA LOWELL, SCI LIGHTING, 949-636-5559, BLOWELL@SCILIGHTS.COM 4.25 PROVIDE (3) DEDICATED CEILING MOUNT RECESSED DUPLEX OUTLETS FOR CEILING MOUNT PROJECTORS. TENANT'S VENDOR TO PROVIDE CEILING MOUNT PROJECTORS IN CEILING, CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT ABOVE PER MANUFACTURE SPECIFICATIONS. SPEC: VIRTRA V-300 FRONT PROJECTION WITHOUT STAGE. 4.26 LIGHTING FIXTURES AND OTHER CEILING MOUNT ELEMENTS IN SCENARIO ROOMS AND WAREHOUSE 203 TO BE HUNG AT +22' AFF TO BOTTOM OF FIXTURE TYPICAL. COORDINATE WITH TENANT ON LIGHT FIXTURE HANGING HEIGHTS OVER CAT WALK AND OPEN BELOW AREA IN FIELD TO PROVIDE GOOD LIGHTING. PROVIDE CEILING INSULATION AS REQUIRED. EXTEND DRYWALL TO DECK ABOVE WHERE REQUIRED. 4.27 SURFACE WALL MOUNT LIGHT FIXTURES AT 9' OC AFF. SEE LF-6 FOR SPECIFICATIONS. WALL SURFACE MOUNTED 4' LED LIGHT FIXTURE METALUX 4'-SWLED-LUMEN-LW-UNV-OPTIONS-L835-CD-1-ULF-6 3500KCOOPER LIGHTING SOLUTIONS SURFACE WALL MOUNTED BELOW CATWALK, INSTALL AT +9" A.F.F. TO CENTER OF LIGHT FIXTUREB LIGHTING FIXTURES AND OTHER CEILING MOUNT ELEMENTS IN MAT TRAINING ROOM TO BE HUNG AT +10' AFF TO BOTTOM OF FIXTURE TYPICAL. PROVIDE CEILING INSULATION AS REQUIRED. EXTEND DRYWALL TO DECK ABOVE WHERE REQUIRED. PROVIDE INSULATION AT DECK ABOVE AS REQUIRED. B 4.28 CEILING MOUNTED TRACK FOR MOVABLE PARTITIONS, REFER TO SHEET A-30.7 FOR DETAILS.1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 N +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-10" +7'-9"+6'-8"+6'-11" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 +21'-5" +6'-8" +8'-7"+8'-7" +21'-1" +20'-9" +8'-7" +8'-7" N N N N N N N N NNN N N N N N N +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" A-4.0A PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 1ST FLOOR REFLECTED CEILING PLAN 1/8" = 1'-0" MA T C H L I N E SE E S H E E T A - 4 . 0 B MA T C H L I N E SE E S H E E T A - 4 . 0 B SCOPE OF WORK "A" 1ST FLOOR 6 A-21.2 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-2 LF-1 LF-2 LF-1 LF-2 LF-2 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-X LF-2 LF-2 LF-2 LF-2 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-1 LF-1LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1LF-1LF-1LF-1LF-1LF-1LF-1 LF-2 LF-2 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-3 LF-3 LF-3 LF-3 LF-3 CL 4' - 0 " EQ . EQ . 4' - 0 " EQ.EQ. LF-1 YRC DJCO OFFICE 113 LOBBY - NIC 100 VOC TRAINING ROOM 102 COMPUTER LAB 103 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 01 104 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 02 106 HALLWAY 105 EXISTING WALK-IN REF 110 VOCATIONAL TRAINING KITCHEN - STORAGE 109 EXISTING WALK-IN FREEZER 111 HALLWAY 112 YRC CLASSROOM 04 114 YRC CLASSROOM 03 115 YRC CLASSROOM 02 116 YRC CLASSROOM 01 117 HCA PRIVATE OFFICE 01 121 HCA PRIVATE OFFICE 04 118 HCA PRIVATE OFFICE 03 119 HCA PRIVATE OFFICE 02 120 YRC LG OFFICE 02 122 YRC PRIVATE OFFICE 05 123 YRC PRIVATE OFFICE 04 124 YRC PRIVATE OFFICE 03 125 YRC PRIVATE OFFICE 02 126 YRC PRIVATE OFFICE 01 127 YRC PRIVATE OFFICE 06 128 YRC LG OFFICE 01 129 OPEN WORK AREA 140 COPY/PRINT AND STORAGE 130 YRC MEN'S RESTROOM - NIC 131 YRC WOMEN'S RESTROOM - NIC 132 YRC PRIVATE OFFICE 06 134 YRC PRIVATE OFFICE 07 135 YRC PRIVATE OFFICE 08 136 YRC PRIVATE OFFICE 09 137 YRC PRIVATE OFFICE 10 138 YRC CONFERENCE ROOM 01 139 JANITOR - NIC 142 BLDG TELE. ROOM - NIC 143 YRC WOMEN'S RESTROOM - NIC 144 YRC MEN'S RESTROOM - NIC 145 YRC MEN'S LOCKER 146 YRC WOMEN'S LOCKER 148 (N) MEN'S RESTROOM 147 (E) RESTROOM 149 HALLWAY 150 HALLWAY 133 VOCATIONAL TRAINING KITCHEN - B 108 VOCATIONAL TRAINING KITCHEN - A 107 REFLECTED CEILING LEGEND DESIGN CRITERIA NOTES KEY PLAN N REFLECTED CEILING KEYNOTES EXPOSED CEILING NOTES LIGHT FIXTURE SCHEDULE REFER TO SHEET A-4.0 FOR REFLECTED CEILING KEYNOTES. REFER TO SHEET A-4.0 FOR REFLECTED CEILING LEGEND. REFER TO SHEET A-4.0 FOR DESIGN CRITERIA NOTES. REFER TO SHEET A-4.0 FOR EXPOSED CEILING NOTES. REFER TO SHEET A-4.0 FOR LIGHT FIXTURE SCHEDULE. LF-3 LF-3 LF-3 LF-3 LF-3 EQ . EQ . 3'-0"EQ.3'-0"EQ. 4.21 4.21 4.21 EQ . EQ . 3'-0"3'-0"4.21 4.21 4.21 4.21 4.20 4.20 4.20 LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-XLF-X LF-X LF-X LF-X LF-X LF-X A A A A A A A A A A B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B 4.9 4.20 4.9 4.20 4.9 4.20 4.9 4.20 4.9 4.20 4.20 4.20 4.204.204.204.204.204.204.204.20 4.20 4.20 4.20 4.20 4.20 4.20 4.20 4.21 CL CL 4.18 4.18 4.12 4.14 4.17 4.19 THROUGHOUT, U.O.N. 4.20 B B B B B B A A 4.9 4.20 4.9 4.18 B B B A B B B A B B B B B B C C C C C C A A A A A A 4.20 4.20 4.21 4.15 4.20 4.12 4.14 4.17 4.19 THROUGHOUT, U.O.N. 4.15 4.20 4.12 4.14 4.17 4.19 THROUGHOUT, U.O.N. 4.15 4.20 4.12 4.14 4.17 4.19 THROUGHOUT, U.O.N. 4.15 4.20 EXISTING 1-HR. RATED CORRIDOR 141 EXISTING 1-HR. RATED CORRIDOR 101 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +9'-6" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +8'-4" +12'-3" -OPEN N N N N N N N N N N N N N N N N N N N N NNNNN N N +26'-2" +8'-3" +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" N +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-5" +8'-4" +8'-6"+8'-6"+8'-4" +8'-4" +8'-6" +8'-4" +8'-4" +8'-4"+8'-3" +8'-6" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6"+8'-6" +8'-6" +8'-7" +8'-6" N +8'-5" N RATED VESTIBULE 151A A-4.0B PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 1ST FLOOR REFLECTED CEILING PLAN 1/8" = 1'-0" 1ST FLOOR MA T C H L I N E SE E S H E E T A - 4 . 0 A MA T C H L I N E SE E S H E E T A - 4 . 0 A SCOPE OF WORK "B" 2 A-21.2 CL CL CL CLCLCLCLCLCL EQ . 10 ' - 0 " TY P . EQ . EQ.10'-0" TYP. EQ. LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-2 LF-2 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2LF-2 LF-2 LF-2 LF-2 LF-1 LF-1 LF-1LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-2 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-2 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-3 LF-1 LF-1 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2CL CL CL CL CL CL CLCLCLCL EQ.10'-0" TYP. EQ. EQ . 10 ' - 0 " TY P . EQ . LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-5 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2LF-2LF-2LF-2LF-2LF-2LF-2 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1LF-1 LF-4 LF-4 HALLWAY 151 YRC CONFERENCE ROOM 02 156 YRC RECEPTION 152 YRC ENTRY 153 YRC DROP IN OFFICE 154 YRC WAITING 155 HALLWAY 208 GROUP OFFICE 157 YRC SENSORY OFFICE 158 YRC STAFF BREAK ROOM 159 DCT READY OFFICE 160 TVS MAT STORAGE 162 TVS MAT TRAINING ROOM 01 161 DCT INSTRUCTOR OFFICE 163 TVS ACADEMY OFFICE 174 ACADEMY STORAGE 184 CHANGING ROOM 165 CHANGING ROOM 166 CHANGING ROOM 171 CHANGING ROOM 169 CHANGING ROOM 170 CHANGING ROOM 167 CHANGING ROOM 168 TVS BREAK ROOM 176 TVS LIBRARY 177 TVS FITNESS/ SHOWER/LOCKER 178 MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 HALLWAY 181 CLASSROOM 05 182 CLASSROOM 04 183 CLASSROOM 03 185 CLASSROOM 02 186 TVS DISPLAY 187 MEN'S RESTROOM 189 WOMEN'S RESTROOM 188 TVS RECEPTION 190 TVS ADMIN OFFICE 191 TVS CLASSROOM 01 192 HALLWAY 193 COMPUTER LAB 194 RANGE OFFICE 195 TVS RANGE SIM TRAINING ROOM 03 196HALLWAY 197 TVS SCENARIO TRAINING ROOM 02 198 DROP IN OFFICE 199 DROP IN OFFICE 200 YRC CLASSROOM 204 YRC WAREHOUSE 203 RANGE OFFICE/OPEN WORK/STORAGE 202 WASHER/ DRYER 205 MDF 207 CHANGING ROOM 164 MOTHER'S ROOM 206 STORAGE 185A STORAGE 186A REFLECTED CEILING LEGEND DESIGN CRITERIA NOTES KEY PLAN N REFLECTED CEILING KEYNOTES EXPOSED CEILING NOTES LIGHT FIXTURE SCHEDULE REFER TO SHEET A-4.0 FOR REFLECTED CEILING KEYNOTES. REFER TO SHEET A-4.0 FOR REFLECTED CEILING LEGEND. REFER TO SHEET A-4.0 FOR DESIGN CRITERIA NOTES. REFER TO SHEET A-4.0 FOR EXPOSED CEILING NOTES. REFER TO SHEET A-4.0 FOR LIGHT FIXTURE SCHEDULE. LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-2 LF-2 LF-2 LF-2 LF-3 LF-3 LF-3 LF-3 LF-3 LF-2LF-2LF-2LF-2LF-2LF-2 LF-2LF-2LF-2 LF-2LF-2LF-2 LF-2 LF-3 LF-3 LF-3 A A A A A A A A A A A LF-3 A A A A A A BBBB BBBB BBBB BBBB B BBBBBB B BB BBB BBBBBB BBBBBB BBBBBB BB BB BBBB BBBB BBBB BBB B B B LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-XLF-XLF-XLF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X 4.18 4.18 4.18 4.5 4.7 4.184.18 4.184.4 4.18 4.4 4.18 4.18 4.184.12 4.14 4.17 4.19 THROUGHOUT, U.O.N. 4.1 4.1 4.4 4.4 4.1 4.18 4.4 4.18 4.18 4.4 4.18 4.184.12 4.14 4.17 4.19 THROUGHOUT, U.O.N. 4.184.8 4.4 4.10 4.18 4.3 4.6 4.18 4.18 4.10 4.18 4.10 4.94.18 4.18 4.10 4.18 4.10 4.2 4.1 4.9 4.10 4.18 4.18 4.2 4.10 4.18 4.18 4.2 4.16 4.13 4.14 4.15 4.22 LF-1LF-1LF-1LF-1 LF-3 A LF-3 A LF-3 A 4.1 B 4.9 4.10 4.28 4.1 4.9 4.10 4.18 4.18 4.18 4.4 4.21 4.9 4.10 4.18 LF-2BLF-2B 4.9 4.10 4.18 LF-2 B LF-2 B LF-2 B LF-2 B LF-2 B LF-2 B LF-2 B LF-2 B LF-2 B LF-2 B LF-2 B LF-2 B 4.18 4.2 4.2 4.18 4.18 4.18 4.1 LF-3 LF-3 LF-3 LF-3LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 4.18 4'-0" 4.5 4.21 4.5 4.21 3 A-0.8 GUN LOCKERS 202A ELECT. ROOM 207A LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 A A AA 4.10 A A B B B LF-2 C LF-2 C LF-2 C LF-2 C LF-2 C LF-2 C LF-2 C LF-2 C 4.25 LF-4 OPEN ABOVE SEE A-4.1 2ND FLOOR RCP FOR EXACT LIGHTING LAYOUT. WATER HEATER 179A 4.2 B STORAGE 196A B B 4.14 4.15 4.16 4.24 4.26 4.21 4.18 4.15 4.184.12 4.14 4.17 4.19 THROUGHOUT, U.O.N. 4.15 4.184.12 4.14 4.17 4.19 THROUGHOUT, U.O.N. 4.15 4.134.12 4.184.12 4.14 4.17 4.19 THROUGHOUT, U.O.N. 4.15 LF-2 B B LF-2 LF-2 LF-2 LF-2 LF-2 ACCESSIBLE CHANGING ROOM 175 B CHANGING ROOM 172 CHANGING ROOM 173 EXISTING 1-HR. RATED CORRIDOR 201 4.3 LF-1 LF-1 4.18 B 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 1112 13 14 15 16 17 18 19 20 21 2223 24 R R R R R R RR +8'-6" +8'-6" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 +22'-6" -OPEN N N N N N N NN N N N N N N A-4.1 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 2ND FLOOR REFLECTED CEILING PLAN 1/8" = 1'-0" 2ND FLOOR SCOPE OF WORK CL CL CL CLCLCLCLCL 11'-0" TYP.11 ' - 0 " 6'-0" LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1LF-1LF-1 LF-1LF-1LF-1 LF-1LF-1LF-1 LF-1LF-1LF-1 LF-1LF-1 LF-1LF-1 LF-1LF-1 LF-1LF-1LF-1 LF-1LF-1LF-1 LF-1LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2LF-1LF-1LF-1LF-1LF-1LF-1 LF-1 4.1 4.2 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 RATED COMMON CORRIDOR 200 TVS WELLNESS MULTIUSE OFFICE 201 QUIET OFFICE 02 205 PRIVATE OFFICE 203 PRIVATE OFFICE 202 QUIET OFFICE 01 204 2ND FLOOR STAFF BREAK ROOM 206 PRIVATE OFFICE 02 207 PRIVATE OFFICE 01 208 OPEN WORK AREA 209 PRIVATE OFFICE 04 210 PRIVATE OFFICE 06 211 PRIVATE OFFICE 08 213 PRIVATE OFFICE 05 214 PRIVATE OFFICE 03 215 HALLWAY 216 TVS PRINT/COPY 217 TVS ASSIT. DIV. DIRECTOR AM2 OFFICE 218 TVS STORAGE 219 TVS CONFERENCE 01 220 RANGE PRINT 224 TVS PRODUCTION STUDIO/LAB 226 RANGE SUPPLY ROOM 227 RANGE CONFERENCE 228 HALLWAY 230 2ND FLOOR STAFF WOMEN'S RESTROOM 232 2ND FLOOR STAFF MEN'S RESTROOM 231 HALLWAY 236 STORAGE 204A RATED VESTIBULE 200A PRIVATE OFFICE 07 212 TVS SCENARIO TRAINING ROOM 02 198 LF-2 LF-1 LF-1 LF-1 REFLECTED CEILING LEGEND DESIGN CRITERIA NOTES KEY PLAN N REFLECTED CEILING KEYNOTES EXPOSED CEILING NOTES LIGHT FIXTURE SCHEDULE REFER TO SHEET A-4.0 FOR LIGHT FIXTURE SCHEDULE. REFER TO SHEET A-4.0 FOR REFLECTED CEILING KEYNOTES. REFER TO SHEET A-4.0 FOR REFLECTED CEILING LEGEND. REFER TO SHEET A-4.0 FOR DESIGN CRITERIA NOTES. REFER TO SHEET A-4.0 FOR EXPOSED CEILING NOTES. RANGE MASTER OFFICE 03 221 RANGE MASTER OFFICE 02 222 RANGE MASTER OFFICE 01 223 RANGE MASTER OFFICE 04 225 HONOR GUARD OFFICE/ STORAGE 229 BLDG ELECTRICAL ROOM - NIC 233 QUARTER MASTER OFFICE/ STORAGE 234 OFFICE/ STORAGE 235 LF-1 LF-1 LF-1 4.20 4.20 4.204.12 4.14 4.15 4.19 THROUGHOUT, U.O.N. 4.20 4.20 4.4 4.20 4.4 4.20 4.20 4.20 4.4 4.20 LF-1 LF-1 4.4 4.20 4.12 4.14 4.15 4.19 THROUGHOUT, U.O.N. 4.4 4.20 4.4 4.20 4.4 4.20 4.4 4.20 4.4 4.20 4.4 4.20 4.20 4.12 4.14 4.15 4.19 THROUGHOUT, U.O.N. 4.20 4.20 4.20 4.20 4.20 LF-5 LF-5LF-5LF-5LF-5LF-5 LF-5 LF-5LF-5LF-5LF-5LF-5 LF-5 LF-5LF-5LF-5LF-5LF-5 CL 11 ' - 0 " 11 ' - 0 " 11 ' - 0 " 4.20 LF-1 LF-1 LF-1 4.20 4.204.20 4.20 4.20 4.4 4.20 4.12 4.14 4.15 4.19 THROUGHOUT, U.O.N. 4.21 4.21 4.184.9 4.10 4.18 BBAA BBAA BBAA 4.4 4.4 4.1 4.4 4.1 4.9 4.2 A A A A A A A A B B B B B B BB B LF-4 4.2 IDF 235A HALLWAY 237 K9 MULTIPURPOSE OFFICE 239 TRAINING ROOM 238 STAIR 237A B BDDDD DDDD CCCC A A A LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-X LF-X LF-X LF-X LF-X LF-XLF-X LF-X LF-X LF-X LF-X LF-X LF-X LF-X PRIVATE OFFICE 240 PRIVATE OFFICE 241 LF-2 LF-2 4.4 4.20 4.4 4.20 B LF-6 CL A LF-5 LF-5LF-5LF-5LF-5LF-5 CCCC A A LF-5 LF-5 B B EQ.EQ. LF-6 LF-6 LF-6 LF-6 LF-6 LF-6 LF-6 LF-6 CL CL CL CL CL CL E E E E E E LF-5 LF-5 LF-5 B A CL A LF-5 A LF-5 B CL CL CL EQ.EQ. E E E B 4.27 TYP 1' - 6 " 6'-0" 4.3 4.3 4.3 4.6 4.4 4.4 4.4 4.20 4.20 4.12 4.14 4.15 4.20 4.14 4.15 4.16 4.24 4.26 4.134.12 4.9 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT A-5.0 FINISH SCHEDULE, FINISH PLAN LEGEND & KEYNOTES AS NOTED 1.EXISTING WINDOW COVERING TO REMAIN. CONTRACTOR TO VERIFY WORKING CONDITION AND REPAIR REPLACE AS REQUIRED. 2.ALL PAINTED WALL SURFACES TO BE P-1, EGGSHELL FINISH, UNLESS OTHERWISE NOTED. 3.PROVIDE FLOOR BASE B-1 AT WALLS IN SCOPE AREA. STRAIGHT AT CARPET COVE AT VCT. ALL FLOOR BASE IS TO BE CONTINUOUS ROLLS, U.O.N.. 4.ALL PAINT GRADE WOOD TO BE P-1, SEMI-GLOSS FINISH, UNLESS OTHERWISE NOTED. 5.PAINT ALL GYPSUM BOARD CEILING P-1, UNLESS OTHERWISE NOTED. SEE FINISH SCHEDULE FOR SPECIFICATIONS. 6.REDUCERS AND TRIM AT TRANSITIONS TO MATCH ADJACENT CARPET COLOR. GC TO COORDINATE WITH ARCHITECT FOR CLARIFICATION BEFORE PURCHASE. 7.WALL BASE TO MATCH WALL PAINT COLOR U.O.N. 8.STRAIGHT COVE WALL BASE TO BE 4" U.N.O. 9.GLUE TO BE QUICK RELEASE IN NATURE U.N.O. FINISH SHEET NOTES FINISH LEGEND PROVIDE BEVELED STONE THRESHOLD, DALTILE. SEE DETAIL 12/A-10.1. PROVIDE METAL TRANSITION STRIP BETWEEN CARPET AND HARD SURFACE FLOOR. SPEC: SCHLUTER SCHIENE OR APPROVED EQUAL. 5.1 5.2 WALL FINISH TYPE OF FINISH FINISH NUMBER SPECIAL FINISH TYPE OF FINISH FINISH NUMBER XX XX XX XX PATTERN DIRECTION FLOOR BASE TYPE OF FINISH FINISH NUMBER FLOOR FINISH TYPE OF FINISH FINISH NUMBER XX XX XX XX FLOOR TRANSITION PROVIDE 48" HIGH AT 24" AFF BANDING OF 3M WINDOW FILM AT ALL SIDELIGHTS THROUGHOUT U.O.N.5.3 EXISTING FLOORING FINISH TO REMAIN. PATCH FLOORING TO MATCH EXISTING WHERE REQUIRED.5.4 CPT 1 VCT 1 CON 1 FT 1 FINISH KEYNOTES :FIELD PAINT :REFER TO PLANS :DUNN EDWARDS :DEW365 PRECIOUS PEARLS :EGGSHELL AT WALL, SEMI GLOSS AT RESTROOMS, FLAT AT CEILING :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 1 :WALL TILE :REFER TO PLANS :TILEBAR :PARK HILL :WHITE POLISHED, PORCELAIN SIZE: 4"X12" :VERTICAL STACKED :CUSTOM BUILDING PRODUCTS - #544 ROLLING FOG - 1/8" GROUT :REFER TO ELEVATIONS FOR MORE INFORMATION :MATT GOOCH, MGOOCH@TILEBAR.COM, 937.902.1982 :PROVIDE METAL TRANSITION STRIPS AT ALL EXPOSED EDGES. ITEM LOCATION MANUFACTURER STYLE COLOR INSTALLATION GROUT NOTE #1 CONTACT NOTE #2 WT 1 :FIBERGLASS REINFORCED PLASTIC :REFER TO PLANS :MARLITE :INDURO HPL-FACED FRP :FORMICA 928-58 MOUSE - MATTE :INSTALL UP TO 7'-0" A.F.F - REST OF WALL TO CEILING TO BE (P-1) WHITE. :DAN EGBERS, 330.260.7633, DEGBERS@MARLITE.COM AND EMILY DUBAN (FORMICA COORDINATION AND ARCHITECT SAMPLE) EMILY.DUBAN@FORMICA.COM, 949.301.7535 ITEM LOCATION MANUFACTURER STYLE COLOR NOTE CONTACT FRP 1 :CARPET TILE :REFER TO PLANS :J+J FLOORING :FRACTURED PLAID 7587 :EYELET 2875 :24"X24" :PER MANUFACTURER SPECS, ASHLAR :DAN BURTON, DAN.BURTON@JJFLOORING.COM, 949.309.6154 :CONTRACTOR TO PROVIDE MOISTURE TEST OF 1ST FLOOR. PROVIDE J+J NEXUS BACKING AND USE WITH J+J HIGH MOISTURE GLUE WHERE REQUIRED. ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION CONTACT NOTE :VINYL COMPOSITION TILE :REFER TO PLANS :ARMSTRONG :IMPERIAL TEXTURE :51915 CHARCOAL :12X12 :PER MANUFACTURER SPECIFICATIONS ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION LVT 1 :LUXURY VINYL TILE :REFER TO PLANS :J+J FLOORING :TIMELESS V5011 :1062 ESTATE - 20 MIL :9"X48" :STAGGERED :DAN BURTON, DAN.BURTON@JJFLOORING.COM, 949.309.6154 :CONTRACTOR TO PROVIDE MOISTURE TEST OF 1ST FLOOR. PROVIDE HIGH MOISTURE SOLUTIONS PER MANUFACTURER SPECS WHERE REQUIRED. ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION CONTACT NOTE :POLISHED CONCRETE :REFER TO PLANS :PER MANUFACTURER SPECS :REMOVE ALL EXISTING FLOOR ADHESIVES AND POLISHED CONCRETE TO 800 GRIT/SALT AND PEPPER FINISHED. POLISH CONCRETE IS TO BE IMMEDIATELY SEALED THEREAFTER. :NON FLAMMABLE ITEM LOCATION INSTALLATION SPEC FLAMMABILITY :FLOOR TILE :REFER TO PLANS :ARIZONA TILE :FARO :SILVER - MATTE - 24X48 :HORIZONTAL STACKED :REFER TO FLOOR PATTERN FOR DIAGRAM :CUSTOM BUILDING PRODUCTS - #542 GRAYSTONE - 1/8" GROUT :RACHEL NAMMACK, RNAMMACK@ARIZONATILE.COM, 818.439.8509 ITEM LOCATION MANUFACTURER STYLE COLOR INSTALLATION NOTE GROUT CONTACT :RUBBER BASE WITH U.V. PROTECTION :REFER TO PLANS :FLEXCO :071 BLACKBROWN :4" :STRAIGHT AT CARPET, COVED AT HARD FLOORS, CONTINOUS :AVOID SEAMS IN MIDDLE OF WALL AS MUCH AS POSSIBLE ITEM LOCATION MANUFACTURER COLOR SIZE INSTALLATION NOTE B 1 :PLASTIC LAMINATE :MILLWORK-VERTICAL SURFACES :ARBORITE :VEILED GHOSTWOOD - W476EV :VERTICAL GRAIN AT VERTICAL SURFACES ITEM LOCATION MANUFACTURER COLOR NOTE PL 1 :SOLID SURFACE :REFER TO PLANS :ARIZONA TILE DELLA TERRA QUARTZ :HANA SKY :RACHEL NAMMACK, RNAMMACK@ARIZONATILE.COM, 818.439.8509 ITEM LOCATION MANUFACTURER COLOR CONTACT SS 1 :BACKSPLASH :REFER TO PLANS :TILEBAR :VECTOR POLISHED CERAMIC WALL TILE :REVERB ANTRACITA GRAY :4"X8" :HORIZONTAL - STACKED :CUSTOM BUILDING PRODUCTS - #370 DOVE GRAY - 1/8" GROUT :MATT GOOCH, MGOOCH@TILEBAR.COM, 937.902.1982 ITEM LOCATION MANUFACTURER STLE COLOR SIZE INSTALLATION GROUT CONTACT BS 1 1ST & 2ND FLOOR PROVIDE ALTERNATE PRICING TO REPLACE ALL WINDOW SHADES. SPEC: MECHOSHADE MANUAL REGULAR ROLL WITH FASCIA MOUNT INSIDE WINDOW FRAME, FABRIC: MECHOSHADE, EUROTWILL, REVERSIBLE BROKEN TWILL WEAVE, 6450 SERIES (3% OPEN), 6472 LIGHT CHARCOL, FASCIAL: BRONZE OR APPROVED EQUAL TO MATCH EXISTING MULLION COLOR. REFER TO DETAIL 2/A-30.3 FOR MOUNTING. BUILDING OWNER PROVIDE. 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 ALTERNATE FINISH KEYNOTES E.1 E.2 E.3 E.4 :ACCENT PAINT :REFER TO PLANS :SHERWIN WILLIAMS :SW 7024 FUNCTIONAL GRAY :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 2 :ACCENT PAINT :REFER TO PLANS :SHERWIN WILLIAMS :SW 6341 RED CENT :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 3 :ACCENT PAINT :REFER TO PLANS :SHERWIN WILLIAMS :SW 6214 UNDERSEAS :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 4 :ACCENT PAINT :REFER TO PLANS :SHERWIN WILLIAMS :SW 7710 BRANDYWINE :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 5 :ACCENT PAINT :REFER TO PLANS :SHERWIN WILLIAMS :SW 6180 OAKMOSS :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 6 :ACCENT PAINT :REFER TO PLANS :DUNN EDWARDS :DET440 RUSSET LEATHER :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 7 :ACCENT PAINT :REFER TO PLANS :DUNN EDWARDS :DEC778 BOXWOOD :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 8 :ACCENT PAINT :REFER TO PLANS :SHERWIN WILLIAMS :SW 7015 REPOSE GRAY :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 9 :ACCENT PAINT :REFER TO PLANS :SHERWIN WILLIAMS :SW 7066 GRAY MATTERS :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 10 :ACCENT PAINT :REFER TO PLANS :DUNN EDWARDS :DE5398 LEMON PUNCH :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 11 :ACCENT PAINT :REFER TO PLANS :SHERWIN WILLIAMS :SW 9141 WATERLOO :EGGSHELL :2 COATS MINIMUM ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION P 12 :WALL TILE :REFER TO PLANS :EMSER TILE :CATCH :ICE-GLOSSY :4"X16" :VERTICAL STACKED :CUSTOM BUILDING PRODUCTS - #544 ROLLING FOG - 1/8" GROUT :FULL HEIGHT INSIDE SHOWERS, 4' AFF WITH METAL TRANSITION STRIPS AT WET WALLS IN RESTROOMS. REFER TO ELEVATIONS FOR MORE INFORMATION. :JUANCAMARILLO@EMSER.COM :PROVIDE METAL TRANSITION STRIPS AT ALL EXPOSED EDGES. ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION GROUT NOTE #1 CONTACT NOTE #2 WT 2 :FIBERGLASS REINFORCED PLASTIC :WATER HEATER CLOSET AND WASHER/DRYER :MARLITE :PEBBLED FRP :P100 WHITE :FULL HEIGHT ITEM LOCATION MANUFACTURER STYLE COLOR SIZE FRP 2 CPT 2 :CARPET TILE :REFER TO PLANS :J+J FLOORING :FRACTURED PLAID 7587 :PLUSH 2884 :24"X24" :PER MANUFACTURER SPECS, ASHLAR :DAN BURTON, DAN.BURTON@JJFLOORING.COM, 949.309.6154 :CONTRACTOR TO PROVIDE MOISTURE TEST OF 1ST FLOOR. PROVIDE J+J NEXUS BACKING AND USE WITH J+J HIGH MOISTURE GLUE WHERE REQUIRED. ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION CONTACT NOTE CPT 3 :CARPET TILE :REFER TO PLANS :J+J FLOORING :FUNCTION 7410 :PILASTER 1701 :28"X36" :PER MANUFACTURER SPECS, ASHLAR :DAN BURTON, DAN.BURTON@JJFLOORING.COM, 949.309.6154 :CONTRACTOR TO PROVIDE MOISTURE TEST OF 1ST FLOOR. PROVIDE J+J NEXUS BACKING AND USE WITH J+J HIGH MOISTURE GLUE WHERE REQUIRED. ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION CONTACT NOTE FINISH SCHEDULE LVT 2 :LUXURY VINYL TILE :REFER TO PLANS :J+J FLOORING :TIMELESS V5011 :1060 INHERITANCE - 20 MIL :9"X48" :STAGGERED :DAN BURTON, DAN.BURTON@JJFLOORING.COM, 949.309.6154 :CONTRACTOR TO PROVIDE MOISTURE TEST OF 1ST FLOOR. PROVIDE HIGH MOISTURE SOLUTIONS PER MANUFACTURER SPECS WHERE REQUIRED. ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION CONTACT NOTE LVT 3 :LUXURY VINYL TILE :REFER TO PLANS :J+J FLOORING :CLASSICS II - V5023 :1000 NOTABLE :9"X48" :STAGGERED :DAN BURTON, DAN.BURTON@JJFLOORING.COM, 949.309.6154 :CONTRACTOR TO PROVIDE MOISTURE TEST OF 1ST FLOOR. PROVIDE HIGH MOISTURE SOLUTIONS PER MANUFACTURER SPECS WHERE REQUIRED. ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION CONTACT NOTE LVT 4 :LUXURY VINYL TILE :REFER TO PLANS :J+J FLOORING :SEGMENT - 5MM V5032 :1117 FRAGMENTS :18"X36" :PARQUET :DAN BURTON, DAN.BURTON@JJFLOORING.COM, 949.309.6154 :CONTRACTOR TO PROVIDE MOISTURE TEST OF 1ST FLOOR. PROVIDE HIGH MOISTURE SOLUTIONS PER MANUFACTURER SPECS WHERE REQUIRED. ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION CONTACT NOTE KIN 1 :KINETEX FLOORING :REFER TO PLANS :J+J FLOORING :KINETEX :CATALYST 1841 :MOLECULE 2844 :24"X24" :PER MANUFACTURER SPECS, QUARTER TURN, USE WITH KINETEX ADHESIVE :DAN BURTON, DAN.BURTON@JJFLOORING.COM, 949.309.6154 ITEM LOCATION MANUFACTURER PRODUCT STYLE COLOR SIZE INSTALLATION CONTACT KIN 2 :KINETEX FLOORING :REFER TO PLANS :J+J FLOORING :KINETEX :PROVISION 1831 :APPOINTMENT 2283 :24"X24" :PER MANUFACTURER SPECS, QUARTER TURN, USE WITH KINETEX ADHESIVE :DAN BURTON, DAN.BURTON@JJFLOORING.COM, 949.309.6154 ITEM LOCATION MANUFACTURER PRODUCT STYLE COLOR SIZE INSTALLATION CONTACT FT 2 :FLOOR TILE :REFER TO PLANS :ARIZONA TILE :PIETRA ITALIA :GREY - MATTE 24X48 :HORIZONTAL STACKED :REFER TO FLOOR PATTERN FOR DIAGRAM :CUSTOM BUILDING PRODUCTS - #165 DELOREAN GRAY - 1/8" GROUT :RACHEL NAMMACK, RNAMMACK@ARIZONATILE.COM, 818.439.8509 :SAME STYLE AND COLOR AS ABOVE, BUT SIZE TO BE 2X2 MOSAIC ITEM LOCATION MANUFACTURER STYLE COLOR INSTALLATION NOTE GROUT CONTACT SHOWER FLOOR TILE FT 3 :FLOOR TILE :REFER TO PLANS :ARIZONA TILE :PIETRA ITALIA :GREY - MATTE 2"X2" MOSAIC :HORIZONTAL STACKED :REFER TO FLOOR PATTERN FOR DIAGRAM :CUSTOM BUILDING PRODUCTS - #165 DELOREAN GRAY - 1/8" GROUT :RACHEL NAMMACK, RNAMMACK@ARIZONATILE.COM, 818.439.8509 ITEM LOCATION MANUFACTURER STYLE COLOR INSTALLATION NOTE GROUT CONTACT :PLASTIC LAMINATE :MILLWORK-VERTICAL SURFACES :WILSONART :FAIRCHILD - 8238K-05 :TIMBERGRAIN FINISH :VERTICAL GRAIN AT VERTICAL SURFACES ITEM LOCATION MANUFACTURER COLOR FINISH NOTE PL 2 :PLASTIC LAMINATE :MILLWORK-VERTICAL SURFACES AT LOWER :ARBORITE :BLACK SATIN V7003VR ITEM LOCATION MANUFACTURER COLOR PL 3 :PLASTIC LAMINATE :MILLWORK-VERTICAL SURFACES AT LOCKERS :WILSONART :FRENCH LINEN - 5016-38 :FINE VELVET ITEM LOCATION MANUFACTURER COLOR FINISH PL 4 :SOLID SURFACE :REFER TO PLANS :CAESARSTONE :5810 BLACK TEMPAL ITEM LOCATION MANUFACTURER COLOR SS 2 :SOLID SURFACE :REFER TO PLANS :CAESARSTONE :BLIZZARD - 2141 ITEM LOCATION MANUFACTURER COLOR SS 3 :SOLID SURFACE :REFER TO PLANS :VADARA QUARTZ :AURORA FROST - V741 ITEM LOCATION MANUFACTURER COLOR SS 4 :BACKSPLASH :REFER TO PLANS :EMSER TILE :PAGONI EXTRUDED PORCELAIN :PIANO WHITE GLOSSY W21PAGOPIWH0409P :4"X9" :HORIZONTAL - STACKED :CUSTOM BUILDING PRODUCTS - #642 ASH - 1/8" GROUT :JUANCAMARILLO@EMSER.COM ITEM LOCATION MANUFACTURER STLE COLOR SIZE INSTALLATION GROUT CONTACT BS 2 :BACKSPLASH :REFER TO PLANS :BEDROSIANS :DECORATIVE TILE - CLOE TILE :CLOSE SQUARE DECO LOIRE, DECCLOLOI55G :5"X5" :PER MANUFACTURER SPECS :CUSTOM BUILDING PRODUCTS - #60 CHARCOAL - 1/8" GROUT ITEM LOCATION MANUFACTURER CATEGORY STYLE SIZE INSTALLATION GROUT BS 3 PAINT WALLS AND CEILING P-1 SEMI-GLOSS FINISH AT EXISTING RESTROOMS. EXISTING FIXTURES, WALL TILE, FLOOR TILE AND LIGHT FIXTURES TO REMAIN. OMIT EXISTING FLOORING, WALL BASE, WALL FINISH TO REMAIN IN COMMON AREA. PATCH WALL, FLOOR AND WALL BASE TO MATCH EXISTING WHERE AFFECTED BY CONSTRUCTION. NEW COMMON AREA FINISH UPGRADES TO BE COMPLETED UNDER A SEPARATE PERMIT. PROVIDE THRESHOLD PER DOOR SCHEDULE, PROVIDE WEATHER STRIPS AS REQUIRED. PROVIDE RUBBER REDUCER STRIP, COLOR TO MATCH B-1. P-1 UP TO 7' AFF ALIGN WITH FRP-1 ADJACENT, P-1 ABOVE FRP EXTEND TO CEILING ABOVE. EXISTING MIRRORS TO REMAIN, PROTECT DURATION OF CONSTRUCTION, REMOVE EXISTING IN AREA OF DEMO. CONTRACTOR TO VERIFY EXISTING FLOOR TRANSITION STRIP AND REPLACE IF NEEDED TO MATCH EXISTING. PAINT EXISTING DOORS AND FRAMES SPECIFIED ACCENT PAINT. EXISTING CONCRETE FLOOR TO REMAIN. EXISTING STAIR AND FINISH TO REMAIN, PROVIDE NEW PAINT ON WALL, P-1, TOUCH UP PAINT TO MATCH EXISTING ON HANDRAIL IF NEEDED. FLOORING AS PART OF PREFAB CAT WALK SYSTEM UNDER A SEPARATE PERMIT. NOT USED LIFT FINISH AS PART OF PREFAB LIFT SYSTEM UNDER A SEPARATE PERMIT. NOT USED PROVIDE ALTERNATE PRICING FOR LVT-1 IN LIEU OF CON-1 AT YRC CORRIDOR. ACCEPTED PROVIDE ALTERNATE PRICING FOR KIN-1 IN LIEU OF CON-1 AT YRC CORRIDOR. OMIT PROVIDE ALTERNATE PRICING FOR CPT-2 IN LIEU OF KIN-2 AT TVS CLASSROOMS. OMIT SDT 1 :STATIC DISSIPATIVE TILE :REFER TO PLANS :ARMSTRONG :EXCELON SDT :51959 COAL :12X12 :PER MANUFACTURER SPECS ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION :FABRIC/UPHOLSTERY :MOVABLE PARTITIONS :MODERCO :WOOLY :SMOKEY MARBLE 117-01 ITEM LOCATION MANUFACTURER PATTERN COLOR UP 1 5.17 EXISTING VCT FLOORING TO REMAIN. :TILE BASE :RESTROOMS AND SHOWERS :TILEBAR :PARK HILL :WHITE POLISHED, PORCELAIN SIZE: 4"X12" :4" HORIZONTAL INSTALL :CUSTOM BUILDING PRODUCTS - #544 ROLLING FOG - 1/8" GROUT :PROVIDE METAL TRIMS AT ALL EXPOSED EDGES ITEM LOCATION MANUFACTURER STYLE COLOR SIZE GROUT NOTE B 2 E.5 ALTERNATE DEDUCT TO KEEP EXISTING EPOXY, EXTEND AND PATCH PER NEW LAYOUT. REPAIR/PATCH THROUGHOUT. EXTEND WALL BASE TO MATCH EXISTING. PRICING SHOULD INCLUDE FLOATING TO REMOVE EXISTING SLOPED FLOOR. OMIT E.6 ALTERNATE PRICING FOR EPOXY OVER EXISTING FLOOR TILE, COLOR: TBD. OMIT E.7 ALTERNATE PRICING FOR VCT-1 IN LIEU OF LVT-3. OMIT B 5.18 TENANT TO PROVIDE AND INSTALL CRASH PADS ON FLOOR AND WALLS IN MAT ROOM. GC TO COORDINATE WITH TENANT ON ANY WALL PREP AND IF PLYWOOD BOARD IS REQUIRED ON WALLS. EXACT SPECS AND LOCATIONS TO BE VERIFIED WITH TENANT. B NOT USED 1 1 1 5.19 PROVIDE RUBBER FLOOR TRANSITION BETWEEN RESILIENT FLOORING TO METAL FLOOR PANELS. COLOR TO MATCH B-1. 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 N N 5 5.1 6 7 7.9 8 9 10 11 12 134.7 A B B.2 B.7 C D D.7 E YRC DJCO OFFICE 113 LOBBY - NIC 100 VOC TRAINING ROOM 102 COMPUTER LAB 103 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 01 104 VOCATIONAL TRAINING MULTI-PURPOSE ROOM 02 106 HALLWAY 105 EXISTING WALK-IN REF 110 VOCATIONAL TRAINING KITCHEN - STORAGE 109 EXISTING WALK-IN FREEZER 111 HALLWAY 112 YRC CLASSROOM 04 114 YRC CLASSROOM 03 115 YRC CLASSROOM 02 116 YRC CLASSROOM 01 117 HCA PRIVATE OFFICE 01 121 HCA PRIVATE OFFICE 04 118 HCA PRIVATE OFFICE 03 119 HCA PRIVATE OFFICE 02 120 YRC LG OFFICE 02 122 YRC PRIVATE OFFICE 05 123 YRC PRIVATE OFFICE 04 124 YRC PRIVATE OFFICE 03 125 YRC PRIVATE OFFICE 02 126 YRC PRIVATE OFFICE 01 127 YRC PRIVATE OFFICE 06 128 YRC LG OFFICE 01 129 OPEN WORK AREA 140 COPY/PRINT AND STORAGE 130 YRC MEN'S RESTROOM - NIC 131 YRC WOMEN'S RESTROOM - NIC 132 YRC PRIVATE OFFICE 06 134 YRC PRIVATE OFFICE 07 135 YRC PRIVATE OFFICE 08 136 YRC PRIVATE OFFICE 09 137 YRC PRIVATE OFFICE 10 138 YRC CONFERENCE ROOM 01 139 JANITOR - NIC 142 BLDG TELE. ROOM - NIC 143 YRC WOMEN'S RESTROOM - NIC 144 YRC MEN'S RESTROOM - NIC 145 YRC MEN'S LOCKER 146 YRC WOMEN'S LOCKER 148 (N) MEN'S RESTROOM 147 (E) RESTROOM 149 HALLWAY 150 HALLWAY 133 VOCATIONAL TRAINING KITCHEN - B 108 VOCATIONAL TRAINING KITCHEN - A 107 A-5.0A PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 08/29/2024 DELTA 02 REVISION TO PERMIT 2 1ST FLOOR FINISH PLAN 1/8" = 1'-0" 1ST FLOOR MA T C H L I N E SE E S H E E T A - 5 . 0 B MA T C H L I N E SE E S H E E T A - 5 . 0 B SCOPE OF WORK "A" 5.1 LVT 1 P 1 B 1 P 1 CPT 1 B 1 P 1 B 1 P 1 B 1 P 1 LVT 2 B 1 P 1 CPT 1 B 1 P 1 VCT 1 B 1 5.2 5.2 5.2 SS 1 PL 1 P 1 LVT 1 B 1 P 1 CPT 1 B 1 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 8 A-21.2 7 A-21.2 LVT 1 KEY PLAN N FINISH SHEET NOTES FINISH LEGEND FINISH KEYNOTES FINISH SCHEDULE REFER TO SHEET A-5.0 FOR FINISH SCHEDULE. REFER TO SHEET A-5.0 FOR FINISH KEYNOTES. REFER TO SHEET A-5.0 FOR FINISH SHEET NOTES. REFER TO SHEET A-5.0 FOR FINISH LEGEND. 5.2 5.6 P 2 P 2 P 2 P 2 CPT 1 P 2 P 2 P 2 P 2 P 2 CPT 1 P 2 P 2 P 2 5.2 5.6 CPT 2 P 2 P 2 P 2 P 2 P 2 P 2 CPT 1 THROUGHOUT, U.O.N. P 1 LVT 1 B 1 P 1 LVT 1 B 1 P 1 LVT 1 B 1 P 6 LVT 1 P 1 B 1 P 1 LVT 2 B 1 PL 4 5.1 LVT 1 P 1 B 1 5.25.2 LVT 1 P 1 B 15.2 5.4P 1 B 1 5.4 SS 2 PL 2 5.2 P 7 5.6 5.2 PL 4 ALTERNATE FINISH KEYNOTES REFER TO SHEET A-5.0 FOR ALTERNATE FINISH KEYNOTES. P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 P 1 B 1 P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 CPT 1 P 1 B 1 P 4 P 8 P 3 P 4 P 5 5.2 5.2 5.3 5.3 5.3 5.3 5.3 5.3 B EXISTING 1-HR. RATED CORRIDOR 141 EXISTING 1-HR. RATED CORRIDOR 1011 1 1 1 1 2 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 X X X X X X XXXXX X X X X 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C X X X N N HALLWAY 151 YRC CONFERENCE ROOM 02 156 YRC RECEPTION 152 YRC ENTRY 153 YRC DROP IN OFFICE 154 YRC WAITING 155 HALLWAY 208 GROUP OFFICE 157 YRC SENSORY OFFICE 158 YRC STAFF BREAK ROOM 159 DCT READY OFFICE 160 TVS MAT STORAGE 162 TVS MAT TRAINING ROOM 01 161 DCT INSTRUCTOR OFFICE 163 TVS ACADEMY OFFICE 174 ACADEMY STORAGE 184 CHANGING ROOM 165 CHANGING ROOM 166 CHANGING ROOM 171 CHANGING ROOM 169 CHANGING ROOM 170 CHANGING ROOM 167 CHANGING ROOM 168 TVS BREAK ROOM 176 TVS LIBRARY 177 TVS FITNESS/ SHOWER/LOCKER 178 MEN'S SHOWER & RESTROOM 179 WOMEN'S SHOWER & RESTROOM 180 HALLWAY 181 CLASSROOM 05 182 CLASSROOM 04 183 CLASSROOM 03 185 CLASSROOM 02 186 TVS DISPLAY 187 MEN'S RESTROOM 189 WOMEN'S RESTROOM 188 TVS RECEPTION 190 TVS ADMIN OFFICE 191 TVS CLASSROOM 01 192 HALLWAY 193 COMPUTER LAB 194 RANGE OFFICE 195 TVS RANGE SIM TRAINING ROOM 03 196 HALLWAY 197 TVS SCENARIO TRAINING ROOM 02 198 DROP IN OFFICE 199 DROP IN OFFICE 200 YRC CLASSROOM 204 YRC WAREHOUSE 203 RANGE OFFICE/OPEN WORK/STORAGE 202 WASHER/ DRYER 205 MDF 207 CHANGING ROOM 164 STORAGE 185A STORAGE 186A A-5.0B PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 1ST FLOOR FINISH PLAN 1/8" = 1'-0" 1ST FLOOR MA T C H L I N E SE E S H E E T A - 5 . 0 A MA T C H L I N E SE E S H E E T A - 5 . 0 A SCOPE OF WORK "B" LVT 3 P 1 B 1 LVT 3 P 1 B 1 5.2 P 1 CPT 2 B 1 5.2 CPT 2 P 1 B 1 P 1 B 1 FRP 2 CON 1 P 1 B 1 P 1 CPT 2 B 1 P 2 LVT 4 B 1 5.2 LVT 4 P 2 B 1 P 1 CPT 1 B 1 5.2 P 1 LVT 1 B 1 SS 2 PL 2 LVT 2 P 1 B 1 SS 1 PL 1 LVT 3 P 1 B 1 SS 1 PL 3 P 9 CPT 2 B 1 5.2 P 1 KIN 2 B 1 VCT 1 P 1 B 1 3 A-21.2 4 A-21.2 VCT 1 P 1 B 1 VCT 1 P 1 B 1 P 9 CPT 2 B 1 5.25.2 5.2 5.8 PL 1 TYP. AT CHANGING RMS. BS 2 MOTHER'S ROOM 206 VCT 1 P 1 B 1 N FINISH SHEET NOTES FINISH LEGEND FINISH KEYNOTES KEY PLAN REFER TO SHEET A-5.0 FOR FINISH KEYNOTES. REFER TO SHEET A-5.0 FOR FINISH SHEET NOTES. REFER TO SHEET A-5.0 FOR FINISH LEGEND. GUN LOCKERS 202A ELECT. ROOM 207A P 1 LVT 1 B 1 LVT 1 P 1 B 1 SS 2 PL 2 P 1 5.7 5.7 5.9 FRP 1 P 1 5.9 FRP 1 P 2 B 1 5.8 5.8 5.8 5.4 5.8 CON 1 P 1 B 1 CON 1 P 1 B 1 P 9 5.2 5.2 CPT 3 P 1 B 1 CPT 3 P 1 B 1 5.2 CPT 2 P 9 B 1 5.2 CON 1 P 1 B 1 LVT 3 P 1 B 1 LVT 3 P 1 B 1 P 9 LVT 3 P 1 B 1 P 3 P 4 LVT 3 P 1 B 1 5.1 5.1 P 11 P 10 B 1 5.4 5.11 LVT 3 P 1 B 1 P 9 5.7 5.7 PL 1 PL 3 BS 1 P 9 CPT 2 B 1 5.8 5.8 CON 1 P 1 B 1 SDT 1 P 1 B 1 CPT 3 P 1 B 1 CON 1 P 1 B 1 CON 1 P 1 B 1 VCT 1 P 4 P 1 KIN 2 B 1 P 1 KIN 2 B 1 P 1 KIN 2 B 1 P 1 KIN 2 B 1 P 12 5.2 CPT 2 P 1 B 1 P 9 CPT 2 P 1 B 1 P 1 CPT 2 B 1 5.12 FINISH SCHEDULE REFER TO SHEET A-5.0 FOR FINISH SCHEDULE. ALTERNATE FINISH KEYNOTES REFER TO SHEET A-5.0 FOR ALTERNATE FINISH KEYNOTES. P 1 B 1 VCT 1 P 1 B 1 UP 1 UP 1 P 2 5.17 WATER HEATER 179A SDT 1 P 1 B 1 B STORAGE 196A VCT 1 P 1 B 15.2 B 5.2 5.2 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.2 5.18 5.18 5.18 B B 5.2 B CHANGING ROOM 172 CHANGING ROOM 173 ACCESSIBLE CHANGING ROOM 175 RATED VESTIBULE 151A EXISTING 1-HR. RATED CORRIDOR 201 PL 1 B 1 5.2 1 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 1112 13 14 15 16 17 18 19 20 21 2223 24 R R R R R R RR 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 R R R R R R RR OPEN BELOW OPEN BELOW A-5.1 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/15/2024 ISSUE FOR PLANNING APPROVAL 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 KL/SD/AW MP 634772 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 02/22/2024 ISSUE FOR PLAN CHECK / BID 02/26/2024 PLANNING COMMENTS A 04/03/2024 TENANT COMMENTS / FIELD REVISIONS B AND PLAN CHECK COMMENTS 01 07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT 2ND FLOOR FINISH PLAN 1/8" = 1'-0" 2ND FLOOR SCOPE OF WORK SS 1 PL 1 SS 1 PL 1 PL 1 SS 3 PL 3 TVS WELLNESS MULTIUSE OFFICE 201 QUIET OFFICE 02 205 PRIVATE OFFICE 203 PRIVATE OFFICE 202 QUIET OFFICE 01 204 2ND FLOOR STAFF BREAK ROOM 206 PRIVATE OFFICE 02 207 PRIVATE OFFICE 01 208 OPEN WORK AREA 209 PRIVATE OFFICE 04 210 PRIVATE OFFICE 06 211 PRIVATE OFFICE 05 214 PRIVATE OFFICE 03 215 HALLWAY 216 TVS PRINT/COPY 217 TVS ASSIT. DIV. DIRECTOR AM2 OFFICE 218 TVS STORAGE 219 TVS CONFERENCE 01 220 RANGE PRINT 224 TVS PRODUCTION STUDIO/LAB 226 RANGE SUPPLY ROOM 227 RANGE CONFERENCE 228 HALLWAY 230 2ND FLOOR STAFF WOMEN'S RESTROOM 232 2ND FLOOR STAFF MEN'S RESTROOM 231 HALLWAY 236 STORAGE 204A PRIVATE OFFICE 07 212 TVS SCENARIO TRAINING ROOM 02 198 N FINISH SHEET NOTES FINISH LEGEND FINISH KEYNOTES KEY PLAN REFER TO SHEET A-5.0 FOR FINISH KEYNOTES. REFER TO SHEET A-5.0 FOR FINISH SHEET NOTES. REFER TO SHEET A-5.0 FOR FINISH LEGEND. RANGE MASTER OFFICE 03 221 RANGE MASTER OFFICE 02 222 RANGE MASTER OFFICE 01 223 RANGE MASTER OFFICE 04 225 HONOR GUARD OFFICE/ STORAGE 229 BLDG ELECTRICAL ROOM - NIC 233 QUARTER MASTER OFFICE/ STORAGE 234 OFFICE/ STORAGE 235 IDF 235A HALLWAY 237 K9 MULTIPURPOSE OFFICE 239 TRAINING ROOM 238 STAIR 237A P 1 LVT 3 B 1BS 3 CPT 1 5.2 CPT 1 5.2 VCT 1 P 9 LVT 3 B 1 LVT 3 CPT 1 CPT 1 5.2 5.2 5.2 5.6 P 1 LVT 3 B 1 5.2 P 1 B 1 5.13 P 1 B 1 5.13 P 1 B 1 5.13 5.14 P 1 P 1 LVT 3 B 1 P 1 CPT 2 B 1 5.2 P 1 CPT 3 B 1 THROUGHOUT, U.O.N. CPT 3 P 1 CPT 3 5.2 5.2 5.2 CPT 3 PRIVATE OFFICE 08 213 VCT 1 B 1 CPT 3 P 9 VCT 1 B 1 P 1 5.2 5.2 SDT 1 B 1 P 1 VCT 1 B 1 P 1 5.2 CPT 2 VCT 1 CPT 2 VCT 1 5.2 5.2 CPT 2 5.2 CPT 2 B 1 P 1 5.2 LVT 3 LVT 1 B 1 P 10 5.11 5.13 5.14 FINISH SCHEDULE REFER TO SHEET A-5.0 FOR FINISH SCHEDULE. ALTERNATE FINISH KEYNOTES REFER TO SHEET A-5.0 FOR ALTERNATE FINISH KEYNOTES. P 1 P 1 CPT 3 B 1P 1 CPT 3 B 1 P 1 CPT 3 B 1 P 1 B 1 P 1 CPT 3 B 1 P 1 CPT 3 B 1 P 1 CPT 3 B 1 P 1 B 1 P 1 B 1 P 1 B 1 P 1 B 1 P 1 B 1 P 1 B 1 P 1 B 1 B 1 P 1 B 1 CPT 2 P 1 B 1 P 1 B 1 CPT 2 P 1 B 1 CPT 2 P 1 B 1 P 1 B 1 P 1 B 1 P 1 B 1 P 1 B 1 P 1 B 1 PRIVATE OFFICE 240 PRIVATE OFFICE 241 P 1 CPT 3 B 1 P 1 CPT 3 B 1 B B B 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 B RATED COMMON CORRIDOR 200 RATED VESTIBULE 200A PL 1 B P 1 LVT 3 B 11 5.19 5.19 11 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl10/8/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S1.1.1 GENERAL NOTES Expires 9/30/25 08.26.2024 1700 E St Andrew Pl10/8/2024 ANCHORS IN CONCRETE: ANCHORS IN MASONRY: CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S1.1 GENERAL NOTES Expires 9/30/25 08.26.2024 1700 E St Andrew Pl10/8/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S1.2 TYPICAL FOUNDATION DETAILS Expires 9/30/25 08.26.2024 1700 E St Andrew Pl10/8/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S1.3.1 TYPICAL STEEL DETAILS Expires 9/30/25 08.26.2024 1700 E St Andrew Pl10/8/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S1.3.2 TYPICAL OPENING DETAILS Expires 9/30/25 08.26.2024 1700 E St Andrew Pl10/8/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S1.3 TYPICAL STEEL DETAILS Expires 9/30/25 08.26.2024 1700 E St Andrew Pl10/8/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S1.4 TYPICAL INTERIOR METAL STUD DETAILS Expires 9/30/25 08.26.2024 1700 E St Andrew Pl10/8/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S2.1A FIRST FLOOR FOUNDATION PLAN Expires 9/30/25 08.26.2024 1700 E St Andrew Pl10/8/2024 X X X X X X X X X X X X X X X XXXXXXXXXXX X X X X X X X X X X X X X X X CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S2.1B FIRST FLOOR FOUNDATION PLAN Expires 9/30/25 08.26.2024 1700 E St Andrew Pl10/8/2024 GF I CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S2.2A SECOND FLOOR FRAMING PLAN Expires 9/30/25 08.26.2024 1700 E St Andrew Pl10/8/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S2.2B SECOND FLOOR FRAMING PLAN Expires 9/30/25 08.26.2024 1700 E St Andrew Pl10/8/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S2.3A ROOF FRAMING PLAN Expires 9/30/25 08.26.2024 1700 E St Andrew Pl10/8/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S2.3B ROOF FRAMING PLAN Expires 9/30/25 08.26.2024 1700 E St Andrew Pl10/8/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S3.1.1 SECTIONS AND DETAILS Expires 9/30/25 08.26.2024 1700 E St Andrew Pl10/8/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S3.1.2 SECTIONS AND DETAILS Expires 9/30/25 08.26.2024 1700 E St Andrew Pl10/8/2024 CM RD 23-12434 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com 1700 E ST ANDREW PL SANTA ANA, CA 92705 S3.1 SECTIONS AND DETAILS Expires 9/30/25 08.26.2024 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +12'-3" -OPEN +21'-5" GFI M FE +21'-1" +20'-9" +8'-7" +8'-7" +26'-2" +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" K +85" +63" GFI +44" +63" GFI +44" GFI K +8'-4" N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" +8'-5" +7'-9"+6'-8"+6'-11" B +25" +25" +46" +21"+38" B +44" +44" SURFACE GFI +50" B +44"+67" EP B +44" B +48" +48" +48"+48" B B +60" B B B K AED EP H +94" B +49"+89" B K B B B B +84" CHASE +84" K K B B B EP 5 5.1 6 7 7.9 8 9 10 11 12 134.7 +21'-5" GF I M FE +21'-1" +20'-9" +8'-7" +8'-7" H H +88" +88" SFEC SFEC SFEC SFEC A B B.2 B.7 C D D.7 E F PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "A" 1700 E St Andrew Pl10/8/2024 +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +12'-3"-OPEN +21'-5" GFIM FE +21'-1" +20'-9" +8'-7" +8'-7" +26'-2" +8'-4" +8'-4" +26'-2" -OPEN +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" +8'-4" K +85" +63" GFI +44" +63" GFI +44" GFI K +8'-4" N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" +8'-5" +7'-9" +44" SURFACEGFI EP B +44" B +48" +48" +48"+48" B FIRE RISER #1 FIRE RISER #2 B+44" B +44"+78" +12" +12" +67" GFI B K B +44" B +59" +40" B +48" B EP B B B ROLL UP DOOR BUTTON J B +55" +68" +54" +44" B B B B 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +8'-4" +12'-3" -OPEN +26'-2" +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" H H +88" +88" +67" GFI +8'-4" K +85" +63" GFI +44" +63" GFI +44" GFI K +8'-4" N SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "B" 1700 E St Andrew Pl10/8/2024 +8'-6" +8'-6" 1 23 4 5 67 8 25 1 2 3 4 5 6 7 8 910 11 12 141516171819202122232425 13 9 10 11 12 13 1415 16 17 18 19 20 21 2223 24 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A R R R R R R RR +22'-6" -OPEN SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC OPEN BELOW OPEN BELOW K TRANSFORMER TRANSFORMER TRANSFORMER EP CHILLER PUMP CONTROL PANEL B +14" GFI B GFI +44"+44" GFI +44" +8'-6" +8'-6" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C R R R R R R RR ELEVATOR PUSH BUTTON B B +22'-6" -OPEN SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC OPEN BELOW OPEN BELOW GFI PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "B" 1700 E St Andrew Pl10/8/2024 +7'-9"+6'-8"+6'-11" +8'-4" +21'-5"+21'-1" +20'-9" +8'-7" +8'-7" +8'-4" +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" +8'-5" +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-10" +7'-9"+6'-8"+6'-11" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 +21'-5" +6'-8" +8'-7"+8'-7" +21'-1" +20'-9" +8'-7" +8'-7" N N N N N N N N NNN N N N N N N +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" A B B.2 B.7 C D D.7 E F PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "A" 1700 E St Andrew Pl10/8/2024 +7'-9"+6'-8"+6'-11" +8'-4" +21'-5"+21'-1" +20'-9" +8'-7" +8'-7" +8'-4" +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" +8'-5" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +7'-9" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +8'-4" N N N N N N N N N N N N N N N N N N N NNNNN N N +8'-3" +8'-4" +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" N +8'-6" +8'-6" +8'-5" +8'-6"+8'-4" +8'-6" +8'-4" +8'-4" +8'-3" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-6" +8'-7" +8'-6" N +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "B" 1700 E St Andrew Pl10/8/2024 +8'-6" +8'-6" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C R R R R R R RR +22'-6" -OPEN N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 1314 15 16 17 18 19 20 2122 23 24 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A R R R R R R RR SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "B" 1700 E St Andrew Pl10/8/2024 +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +8'-10" +9'-6" X X X X X X XXXXXX X X X +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +21'-5" +6'-8" +8'-7"+8'-7" FE +21'-1" +20'-9" +8'-7" +8'-7" +26'-2" +8'-3" +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX +8'-4" K +85" +63" GFI +44" +63" GFI +44" GFI K +8'-4" SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-5" +8'-4" +8'-6"+8'-6"+8'-4" +8'-4" +8'-6" +8'-4" +8'-4" +8'-4"+8'-3" +8'-6" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6"+8'-6" +8'-6" +8'-7" +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" +8'-5" +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-10" +7'-9"+6'-8"+6'-11" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 +21'-5" +6'-8" +8'-7"+8'-7" FE +21'-1" +20'-9" +8'-7" +8'-7" SFEC SFEC SFEC SFEC +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" A B B.2 B.7 C D D.7 E F PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "A" 1700 E St Andrew Pl10/8/2024 +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +8'-10" +9'-6" X X X X X X XXXXXX X X X +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +21'-5" +6'-8" +8'-7"+8'-7" FE +21'-1" +20'-9" +8'-7" +8'-7" +26'-2" +8'-3" +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX +8'-4" K +85" +63" GFI +44" +63" GFI +44" GFI K +8'-4" SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-5" +8'-4" +8'-6"+8'-6"+8'-4" +8'-4" +8'-6" +8'-4" +8'-4" +8'-4"+8'-3" +8'-6" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6"+8'-6" +8'-6" +8'-7" +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" +8'-5" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +9'-6" X X X X X X XXXXX X X X X +7'-9" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +8'-4" +26'-2" +8'-3" +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX X X X X XXXXX +8'-4" K +85" +63" GFI +44" +63" GFI +44" GFI K +8'-4" SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-5" +8'-4" +8'-6"+8'-6"+8'-4" +8'-4" +8'-6" +8'-4" +8'-4" +8'-4"+8'-3" +8'-6" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6"+8'-6" +8'-6" +8'-7" +8'-6" +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "B" 1700 E St Andrew Pl10/8/2024 +8'-6" +8'-6" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C R R R R R R RR +22'-6" -OPEN SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC OPEN BELOW OPEN BELOW +8'-6" +8'-6" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" 1 23 4 5 67 8 25 1 2 3 45 6 7 8 910 11 12 141516171819202122232425 13 9 10 11 12 1314 15 16 17 18 19 20 2122 23 24 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A R R R R R R RR +22'-6" -OPEN SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC OPEN BELOW OPEN BELOW PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "B" 1700 E St Andrew Pl10/8/2024 N N PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. RZ/JB RZ 12/31/25 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK 1700 E St Andrew Pl10/8/2024 XXX XXX XXX PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 B 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 5 5.1 6 7 7.9 8 9 10 11 12 134.7 GF I SFEC SFEC SFEC SFEC 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A GFI K +85" +63" GFI +44" +63" GFI +44" GFI K SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "A" 1700 E St Andrew Pl10/8/2024 X X X X X X X X X X X X X X X XXXXXXXXXXX X X X X X X X X X +7'-9" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +8'-4" +12'-3" -OPEN +26'-2" +8'-3" +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" X X X XXX X X X X X X X X X X X X X X X X +8'-4" K +85" +63" GFI +44" +63" GFI +44" GFI K +8'-4" N SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" +8'-5" +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +12'-3" -OPEN +21'-5" +6'-8" +8'-7"+8'-7" GFI M FE +21'-1" +20'-9" +8'-7" +8'-7" +26'-2" +8'-3" +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" K +85" +63" GFI +44" +63" GFI +44" GFI K +8'-4" N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "B" 1700 E St Andrew Pl10/8/2024 +8'-6" +8'-6" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 1314 15 16 17 18 19 20 2122 23 24 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A R R R R R R RR +22'-6" -OPEN N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N OPEN BELOW OPEN BELOW +8'-6" +8'-6" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 R R R R R R RR +22'-6" -OPEN N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N OPEN BELOW OPEN BELOW PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK 1700 E St Andrew Pl10/8/2024 +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-10" +7'-9"+6'-8"+6'-11" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 +21'-5" +6'-8" +8'-7"+8'-7" GF I M FE +21'-1" +20'-9" +8'-7" +8'-7" N N N N N N N N NNN N N N N N N SFEC SFEC SFEC SFEC +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +8'-10" +9'-6" X X X X X X XXXXXX X X X +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +12'-3"-OPEN +21'-5" +6'-8" +8'-7"+8'-7" GFI M FE +21'-1" +20'-9" +8'-7" +8'-7" N N N N N N NN NNN N N N N N N N N N N N N N N N N N N N N N N NNNNN N N +26'-2" +8'-3" N N +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX +8'-4" K +85" +63" GFI +44" +63" GFI +44" GFI K +8'-4" N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC N +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-5" +8'-4" +8'-6"+8'-6"+8'-4" +8'-4" +8'-6" +8'-4" +8'-4" +8'-4"+8'-3" +8'-6" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6"+8'-6" +8'-6" +8'-7" +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" N +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "A" 1700 E St Andrew Pl10/8/2024 +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +9'-6" X X X X X X XXXXX X X X X +7'-9" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +8'-4" +12'-3" -OPEN N N N N N N N N N N N N N N N N N N N N NNNNN N N +26'-2" +8'-3" +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX X X X X XXXXX +8'-4" +8'-4" N SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC N +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-5" +8'-4" +8'-6"+8'-6"+8'-4" +8'-4" +8'-6" +8'-4" +8'-4" +8'-4"+8'-3" +8'-6" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6"+8'-6" +8'-6" +8'-7" +8'-6" N +8'-5" +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +8'-10" +9'-6" X X X X X X XXXXXX X X X +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +21'-5" +6'-8" +8'-7"+8'-7" GFI FE +21'-1" +20'-9" +8'-7" +8'-7" N N N N N N NN NNN N N N N N N N N N N N N N N N N N N N N N N NNNNN N N +26'-2" +8'-3" N N +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX +8'-4" +8'-4" N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC N +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-5" +8'-4" +8'-6"+8'-6"+8'-4" +8'-4" +8'-6" +8'-4" +8'-4" +8'-4"+8'-3" +8'-6" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6"+8'-6" +8'-6" +8'-7" +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" N +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "B" 1700 E St Andrew Pl10/8/2024 +8'-6" +8'-6" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 1314 15 16 17 18 19 20 2122 23 24 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A R R R R R R RR +22'-6"-OPEN N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N OPEN BELOW OPEN BELOW +8'-6" +8'-6" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 11 12 13 14 15 16 17 18 19 20 R R R R R R RR +22'-6" -OPEN N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N OPEN BELOW OPEN BELOW J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK 1700 E St Andrew Pl10/8/2024 +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-10" +7'-9"+6'-8"+6'-11" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 +21'-5" +6'-8" +8'-7"+8'-7" GF I M FE +21'-1" +20'-9" +8'-7" +8'-7" N N N N N N N N NNN N N N N N N SFEC SFEC SFEC SFEC +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +8'-10" +9'-6" X X X X X X XXXXXX X X X +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +12'-3"-OPEN +21'-5" +6'-8" +8'-7"+8'-7" GFI M FE +21'-1" +20'-9" +8'-7" +8'-7" N N N N N N NN NNN N N N N N N N N N N N N N N N N N N N N N N NNNNN N N +26'-2" +8'-3" N N +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX +8'-4" K +85" +63" GFI +44" +63" GFI +44" GFI K +8'-4" N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC N +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-5" +8'-4" +8'-6"+8'-6"+8'-4" +8'-4" +8'-6" +8'-4" +8'-4" +8'-4"+8'-3" +8'-6" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6"+8'-6" +8'-6" +8'-7" +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" N +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "A" 1700 E St Andrew Pl10/8/2024 +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +9'-6" X X X X X X XXXXX X X X X +7'-9" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +8'-4" +12'-3" -OPEN N N N N N N N N N N N N N N N N N N N NNNNN N N +26'-2" +8'-3" +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX X X X X XXXXX +8'-4" K +85" +63" GFI +44" +63" GFI +44" GFI K +8'-4" N SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC N +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-5" +8'-4" +8'-6"+8'-6"+8'-4" +8'-4" +8'-6" +8'-4" +8'-4" +8'-4"+8'-3" +8'-6" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6"+8'-6" +8'-6" +8'-7" +8'-6" N +8'-5" +8'-10" +8'-10" +8'-10" +8'-9" +8'-9" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-7"+8'-7" +8'-5" +7'-9" +8'-6" +8'-4" +8'-10" +9'-6" X X X X X X XXXXXX X X X +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +12'-3"-OPEN +21'-5" +6'-8" +8'-7"+8'-7" GFI M FE +21'-1" +20'-9" +8'-7" +8'-7" N N N N N N NN NNN N N N N N N N N N N N N N N N N N N N N N N NNNNN N N +26'-2" +8'-3" N N +8'-4" +8'-4" +26'-2" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX +8'-4" K +85" +63" GFI +44" +63" GFI +44" GFI K +8'-4" N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC N +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6" +8'-5" +8'-4" +8'-6"+8'-6"+8'-4" +8'-4" +8'-6" +8'-4" +8'-4" +8'-4"+8'-3" +8'-6" +8'-5" +8'-3" +8'-3" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6"+8'-6"+8'-6" +8'-6" +8'-7" +8'-6" +8'-10" +8'-10"+8'-10" +8'-10"+8'-10" N +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "B" 1700 E St Andrew Pl10/8/2024 +8'-6" +8'-6" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 1314 15 16 17 18 19 20 2122 23 24 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A R R R R R R RR +22'-6"-OPEN N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N OPEN BELOW OPEN BELOW +8'-6" +8'-6" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" +8'-10" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 R R R R R R RR +22'-6" -OPEN N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N OPEN BELOW OPEN BELOW PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/BP LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 °F PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 ³³ °F 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 CLEANOUT DETAIL 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 1700 E St Andrew Pl10/8/2024 X X X X X X XXXXXX X X X 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +12'-3"-OPEN GFI M +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX FIRE ALARMPANEL K +85" +63" GFI +44" +63" GFI +44" GFI K SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFEC SFE C SFEC SFEC SFEC +8'-5" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 GF I M FIRE ALARM PANEL SFEC SFEC SFEC SFEC SFEC A B B.2 B.7 C D D.7 E F PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "A" 1700 E St Andrew Pl10/8/2024 X X X X X X XXXXXX X X X 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +12'-3"-OPEN GFI M +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX FIRE ALARMPANEL K +85" +63" GFI +44" +63" GFI +44" GFI K SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFEC SFE C SFEC SFEC SFEC +8'-5" X X X X X X XXXXX X X X X 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +12'-3" -OPEN +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX X X X X XXXXX K +85" +63" GFI +44" +63" GFI +44" GFI K SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFEC SF E C SFEC SFEC SFEC +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "B" 1700 E St Andrew Pl10/8/2024 X X X X X X XXXXXX X X X +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +12'-3"-OPEN +21'-5" GFI M FE +21'-1" +20'-9" +8'-7" +8'-7" +8'-4" +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX FIRE ALARMPANEL +8'-4" K +85" +63" GFI +44" +63" GFI +44" GFI K +8'-4" SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFEC SFE C SFEC SFEC SFEC +8'-5" +7'-9"+6'-8"+6'-11" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 +21'-5" GF I M FE +21'-1" +20'-9" +8'-7" +8'-7" FIRE ALARM PANEL SFEC SFEC SFEC SFEC SFEC A B B.2 B.7 C D D.7 E F PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "A" 1700 E St Andrew Pl10/8/2024 X X X X X X XXXXXX X X X +7'-9"+6'-8"+6'-11" 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +8'-4" +12'-3"-OPEN +21'-5" GFI M FE +21'-1" +20'-9" +8'-7" +8'-7" +8'-4" +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX XX XX XXXXX FIRE ALARMPANEL +8'-4" K +85" +63" GFI +44" +63" GFI +44" GFI K +8'-4" SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFEC SFE C SFEC SFEC SFEC +8'-5" X X X X X X XXXXX X X X X +7'-9" 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +8'-4" +12'-3" -OPEN +8'-4" +8'-4"+8'-4" +8'-4" +8'-4" +8'-4" +8'-4" XX XXXX XX XX X X X X XXXXX +8'-4" K +85" +63" GFI +44" +63" GFI +44" GFI K +8'-4" SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFEC SF E C SFEC SFEC SFEC +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "B" 1700 E St Andrew Pl10/8/2024 +8'-6" +8'-6" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 910 11 12 141516171819202122232425 13 9 10 11 12 13 1415 16 17 18 19 20 21 2223 24 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A 59 1/4" 22" DOOR IS LOCATED ON THESAME SIDE AS THE TOILET 11 1/4" 11 1/2" 13 3 / 4 " 49 1 / 4 " 21 3/4" DOOR DOES NOT FULLY OPENDUE TO COLUMN,DOOR IS LOCATED ON THESAME SIDE AS THE TOILET SFEC SFEC SFEC SFEC SFEC +8'-6" +8'-6" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C 59 1/4" 22" DOOR IS LOCATED ON THE SAME SIDE AS THE TOILET 11 1/4" 11 1/2" 13 3 / 4 " 49 1 / 4 " 21 3/4" DOOR DOES NOT FULLY OPEN DUE TO COLUMN, DOOR IS LOCATED ON THE SAME SIDE AS THE TOILET N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "B" 1700 E St Andrew Pl10/8/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "B" 1700 E St Andrew Pl10/8/2024 X X X X X X XXXXXX X X X 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +12'-3"-OPEN M FE +26'-2" +26'-2" -OPEN XX XXXX XX XX XX XX XXXXX K +85" +63" GFI +44" +63" GFI +44" GFI K N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" +8'-5" 5 5.1 6 7 7.9 8 9 10 11 12 134.7 M FE SFEC SFEC SFEC SFEC A B B.2 B.7 C D D.7 E F PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "A" 1700 E St Andrew Pl10/8/2024 X X X X X X XXXXXX X X X 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A +12'-3" -OPEN M FE +26'-2" +26'-2"-OPEN XX XXXX XX XX XX XX XXXXX K +85" +63" GFI +44" +63" GFI +44" GFI K N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" +8'-5" X X X X X X XXXXX X X X X 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C +12'-3" -OPEN +26'-2" +26'-2" -OPEN XX XXXX X X X X XX XX X XXXX K +85" +63" GFI +44" +63" GFI +44" GFI K N SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" +8'-5" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C ULVE R CI T Y , CA •I RVI NE , CA • LOS ANGEL E S , CA S A N F R ANC I S CO, CA • I S E L I N, NJ • NE W YO R K , NY IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "B" 1700 E St Andrew Pl10/8/2024 +8'-6" +8'-6" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 910 11 12 141516171819202122232425 13 9 10 11 12 13 1415 16 17 18 19 20 21 2223 24 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 3.7 4 5 5.1 6 7 7.9 8 9 10 11 12 13 14 15 16 17 18 19 202.2 2.7 4.7 A B B.2 B.7 C D D.7 E F G H J J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C B A R R R R R R RR 59 1/4" 22" DOOR IS LOCATED ON THESAME SIDE AS THE TOILET 11 1/4" 11 1/2" 13 3 / 4 " 49 1 / 4 " 21 3/4" DOOR DOES NOT FULLY OPENDUE TO COLUMN,DOOR IS LOCATED ON THESAME SIDE AS THE TOILET +22'-6"-OPEN SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC OPEN BELOW OPEN BELOW +8'-6" +8'-6" 1 2 3 4 5 6 7 8 25 1 2 3 4 5 6 7 8 9 10 11 12 141516171819202122232425 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 12 13 14 15 16 17 18 19 20 J.3 H.3 G.3 F.3 E.7 E.3 E D.3 D C.3 C R R R R R R RR 59 1/4" 22" DOOR IS LOCATED ON THE SAME SIDE AS THE TOILET 11 1/4" 11 1/2" 13 3 / 4 " 49 1 / 4 " 21 3/4" DOOR DOES NOT FULLY OPEN DUE TO COLUMN, DOOR IS LOCATED ON THE SAME SIDE AS THE TOILET +22'-6" -OPEN N N N N N N NN N N N N N SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N OPEN BELOW OPEN BELOW PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "B" 1700 E St Andrew Pl10/8/2024 XXXXX X XX XXXX PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 02/22/24 ISSUE FOR PLAN CHECK / BID 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 12/18/23 634772 C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. LT/AM LT 09/30/24 VISION JOB #: 17201 VCS ISSUE DATE: 07/15/2024 COUNTY OF ORANGE PROBATION TRAINING & VOLUNTEER SERVICES AND YOUTH REPORT CENTER 1700 E ST ANDREW PL SANTA ANA, CA 92705 04/03/24 TENANT REVISIONS B 04/17/24 HOSE BIB REVISIONS C 07/15/24 REVISIONS 1 SCOPE OF WORK "B" 1700 E St Andrew Pl10/8/2024 714 W Olympic Blvd, Suite 617, Los Angeles, CA 90015 •213.590.6119 • info@melqartinc.com • www.melqartinc.com STRUCTURAL CALCULATIONS Melqart Inc Job No: 23-12434 Probation training & volunteer services and youth report center: Catwalk & Lift 1700 E St Andrew PL Santa Ana, California 92705 Building Department Submittal July 23, 2024 PREPARED FOR: SAA Interiors + Architects 18600 MacArthur Boulevard, Suite 100 Irvine, California 92612 July 25, 2024 Expires 9/30/25 07.25.2024 1700 E St Andrew Pl10/8/2024 TABLE OF CONTENTS Pages ASCE 7-16 Hazard Tool P1.1 to P1.4 Catwalk design P1.5 to P1.51 Lift Design P1.52 to P1.60 to to Load Criteria and Seismic Parameters P1.6 P1.7 P1.51 P1.52 P1.70 Appendix P1.71 P1.71 to to 1700 E St Andrew Pl10/8/2024 P1.1 Load Criteria and Seismic Parameters 1700 E St Andrew Pl10/8/2024 ASCE Hazards Report Address: 1700 E Saint Andrew Pl Santa Ana, California 92705 Standard:ASCE/SEI 7-16 Latitude:33.721532 Risk Category:II Longitude:-117.845189 Soil Class:D - Default (see Section 11.4.3) Elevation:79.4535947669244 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Thu Feb 01 2024 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3https://ascehazardtool.org/Thu Feb 01 2024 P1.2 1700 E St Andrew Pl10/8/2024 SS : 1.272 S1 : 0.455 F a : 1.2 F v : N/A SMS : 1.527 SM1 : N/A SDS : 1.018 SD1 : N/A T L : 8 PGA : 0.536 PGA M : 0.643 F PGA : 1.2 Ie : 1 C v : 1.354 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Thu Feb 01 2024 Page 2 of 3https://ascehazardtool.org/Thu Feb 01 2024 P1.3 1700 E St Andrew Pl10/8/2024 Rain Results: Data Source: Date Accessed: 15-minute Precipitation Intensity: 2.63 in./h 60-minute Precipitation Intensity: 1.27 in./h NOAA National Weather Service, Precipitation Frequency Data Server, Atlas 14 (https://www.nws.noaa.gov/oh/hdsc/) Thu Feb 01 2024 The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. Page 3 of 3https://ascehazardtool.org/Thu Feb 01 2024 P1.4 1700 E St Andrew Pl10/8/2024 Load Criteria Project:OC Probation Saint Andrew Location:Catwalk Gravity DL (psf) 3/4 Plywood Sheathing 2.5 Ceiling 3.0 Misc. 3.0 Architectural Components 4.5 13.0 Joists @16" o.c. 2.0 15.0 psf Page 1 of 2 P1.5 1700 E St Andrew Pl10/8/2024 Load Criteria Project:OC Probation Saint Andrew Location:(E) Mezzanine Gravity DL (psf) (E) 2.5" NWC over 20GA Formlok Deck 34.0 34.0 (E) Wx Joist 3.0 37.0 (E) Wx Beams 4.0 41.0 psf Page 2 of 2 P1.6 1700 E St Andrew Pl10/8/2024 P1.7 Catwalk Design 1700 E St Andrew Pl10/8/2024 P1.8 OC Probation 1700 East Saint Andrew Place, Santa Ana, California 92705 23-12434 07/24/2024 LR CATWALK FRAMING DESIGN: Key Plan: DL=15psf LL=65psf Catwalk length = 72ft Catwalk width = 4ft Seismic system for option 2: Out-of-plane is taken by (4) full height posts that would transfer load to S.O.G and diaphragm respectively. Seismic check: Fp = (0.4 ap SDS Wp) (1 + 2 z/h) / (Rp / Ip) = (0.4 x 1 x 1.018) (1 + 2 x 19' /38') Wp / (1.5/1) Fp=0.543Wp Fp,min= 0.3SDS Ip Wp = 0.305Wp Fp=0.543Wp Design of B1: L=28', Trib = 4'/2 = 2' WDL = 15psf x 2' = 30plf WLL = 65psf x 2' = 130plf Seismic: Fp=0.543Wp = 0.543 x 30plf = 16.5plf DCR gravity (=0.255) + DCR seismic (=0.100) = 0.355 < 1, Therefore use min HSS12x6x1/4 See Enercalc output next pages. Design of Post P1: H=38', Trib = 28' /2 + 28' /2 =28' KL = 38' PDL=30plf x 28' = 840lbs PLL=130plf x 28' =3,640lbs Seismic: Fp = 16.5plf x 28' = 462lbs Loads eccentricity= 5" /2 + 6"/2 = 5.5in ROOF 38' MEZZ 19' 0' 27'17'28' PLATFORM B1 P1 WDL WLL FP PDL PLL FP 38 ' HSS/2 + BEAM/2 Elevation Plan: 1700 E St Andrew Pl10/8/2024 Steel Beam LIC# : KW-06014491, Build:20.24.07.08 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:B1 Project File: Probation St Andrew.ec6 Project Title:Probation St Andrew Engineer:NN Project ID:23-12434 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : ASCE 7-22 / IBC 2024 (L<=100psf) Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :46.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Uniform Load : D = 0.030, L = 0.130 k/ft, Tributary Width = 1.0 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.255 : 1 Load Combination +1.20D+1.60L Span # where maximum occurs Span # 1 3.906 k Mn * Phi : Allowable 107.295 k-ft Vn * Phi : Allowable HSS12x6x1/4Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+1.60L 130.814 k Section used for this span HSS12x6x1/4 Mu : Applied Maximum Shear Stress Ratio =0.030 : 1 0.000 ft 27.345 k-ft Vu : Applied 0 <360.0 560 Ratio =0 <240.0 Maximum Deflection Max Downward Transient Deflection 0.412 in 814Ratio =>=360. Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.600 in Ratio =>=240. Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 28.00 ft 1 0.076 0.009 8.12 8.12 119.22 107.30 1.00 1.00 1.16 145.35 130.81 +1.20D+1.60L Dsgn. L = 28.00 ft 1 0.255 0.030 27.35 27.35 119.22 107.30 1.00 1.00 3.91 145.35 130.81 +1.20D+0.50L Dsgn. L = 28.00 ft 1 0.124 0.015 13.33 13.33 119.22 107.30 1.00 1.00 1.90 145.35 130.81 +1.20D Dsgn. L = 28.00 ft 1 0.065 0.008 6.96 6.96 119.22 107.30 1.00 1.00 0.99 145.35 130.81 +0.90D Dsgn. L = 28.00 ft 1 0.049 0.006 5.22 5.22 119.22 107.30 1.00 1.00 0.75 145.35 130.81 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.6002 14.080 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 2.649 2.649 Max Upward from Load Combinations 2.649 2.649 Max Upward from Load Cases 1.820 1.820 D Only 0.829 0.829 +D+L 2.649 2.649 +D+0.750L 2.194 2.194 +0.60D 0.497 0.497 P1.9 1700 E St Andrew Pl10/8/2024 Steel Beam LIC# : KW-06014491, Build:20.24.07.08 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:B1 Project File: Probation St Andrew.ec6 Project Title:Probation St Andrew Engineer:NN Project ID:23-12434 Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS L Only 1.820 1.820 P1.10 1700 E St Andrew Pl10/8/2024 Steel Beam LIC# : KW-06014491, Build:20.24.07.08 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:B1-Out of Plane Seismic Project File: Probation St Andrew.ec6 Project Title:Probation St Andrew Engineer:NN Project ID:23-12434 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : ASCE 7-22 / IBC 2024 (L<=100psf) Material Properties Analysis Method : ksi Bending Axis :Minor Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :46.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Uniform Load : E = 0.01650 k/ft, Tributary Width = 1.0 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.100 : 1 Load Combination +1.20D+E Span # where maximum occurs Span # 1 0.7215 k Mn * Phi : Allowable 50.332 k-ft Vn * Phi : Allowable HSS12x6x1/4Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+E 61.361 k Section used for this span HSS12x6x1/4 Mu : Applied Maximum Shear Stress Ratio =0.012 : 1 0.000 ft 5.050 k-ft Vu : Applied 0 <360.0 893 Ratio =0 <240.0 Maximum Deflection Max Downward Transient Deflection 0.152 in 2,206Ratio =>=360. Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.376 in Ratio =>=240. Max Upward Total Deflection 0 in Span: 1 : E Only n/a Span: 1 : +D+0.70E n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnyMu Max Phi*Mny Cb VuMaxMny Phi*VnySegment Length +1.40D Dsgn. L = 28.00 ft 1 0.080 0.009 4.01 4.01 55.92 50.33 1.00 1.00 0.57 68.18 61.36 +1.20D Dsgn. L = 28.00 ft 1 0.068 0.008 3.43 3.43 55.92 50.33 1.00 1.00 0.49 68.18 61.36 +0.90D Dsgn. L = 28.00 ft 1 0.051 0.006 2.57 2.57 55.92 50.33 1.00 1.00 0.37 68.18 61.36 +1.20D+E Dsgn. L = 28.00 ft 1 0.100 0.012 5.05 5.05 55.92 50.33 1.00 1.00 0.72 68.18 61.36 +0.90D+E Dsgn. L = 28.00 ft 1 0.083 0.010 4.19 4.19 55.92 50.33 1.00 1.00 0.60 68.18 61.36 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+0.70E 1 0.3761 14.080 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.570 0.570 Max Upward from Load Combinations 0.570 0.570 Max Upward from Load Cases 0.409 0.409 D Only 0.409 0.409 +0.60D 0.245 0.245 +D+0.70E 0.570 0.570 +D+0.5250E 0.530 0.530 P1.11 1700 E St Andrew Pl10/8/2024 Steel Beam LIC# : KW-06014491, Build:20.24.07.08 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:B1-Out of Plane Seismic Project File: Probation St Andrew.ec6 Project Title:Probation St Andrew Engineer:NN Project ID:23-12434 Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS +0.60D+0.70E 0.407 0.407 E Only 0.231 0.231 P1.12 1700 E St Andrew Pl10/8/2024 Steel Column LIC# : KW-06014491, Build:20.24.07.08 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:P1 Project File: Probation St Andrew.ec6 Project Title:Probation St Andrew Engineer:NN Project ID:23-12434 Project Descr: .Code References Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combinations Used : ASCE 7-22 / IBC 2024 (L<=100psf) General Information Steel Stress Grade Top & Bottom PinnedAnalysis Method : 38.0Overall Column Height Top & Bottom FixityLoad Resistance Factor Fy : Steel Yield ksi29,000.0 ksi Steel Section Name :HSS5x5x3/8 46.0 ft E : Elastic Bending Modulus Unbraced Length for buckling ABOUT X-X Axis = 19 ft, K = 1.0 Unbraced Length for buckling ABOUT Y-Y Axis = 19 ft, K = 1.0 Brace condition : .Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 847.46 lbs * Dead Load Factor AXIAL LOADS . . . Axial Load at 38.0 ft, Xecc = 5.50 in, D = 0.840, L = 3.640 k BENDING LOADS . . . Lat. Point Load at 19.0 ft creating Mx-x, E = 0.4620 k .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.1575 Location of max.above base 19.128 ft 3.845 k 93.916 k 4.360 k-ft Load Combination +1.20D+0.50L+E Load Combination +1.20D+0.50L+E 36.570 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 0.2310 k 0.004044 : 1 Location of max.above base 19.128 ft At maximum location values are . . . : 1 At maximum location values are . . . k Pu 0.9 * Pn Mu-x Vu : Applied Vn * Phi : Allowable 0.9 * Mn-x : 0.9 * Mn-y : Mu-y 36.570 k-ft -0.6524 k-ft Maximum Load Reactions . . Top along X-X 0.05404 k Bottom along X-X 0.05404 k Top along Y-Y 0.2310 k Bottom along Y-Y 0.2310 k Maximum Load Deflections . . . Along Y-Y 1.465 in at 19.128 ft above base for load combination :E Only Along X-X -0.5268 in at 22.188 ft above base for load combination :+D+L 57.115 . Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Location Stress Ratio Status LocationStatus Load Combination Results Cbx Cby KxLx/Rx KyLy/Ry +1.40D PASS PASS37.74 0.000 0.00 ftft0.027 1.32 1.66 121.93 121.93 +1.20D+1.60L PASS PASS37.74 0.001 0.00 ftft0.127 1.32 1.66 121.93 121.93 +1.20D+0.50L PASS PASS37.74 0.001 0.00 ftft0.056 1.32 1.66 121.93 121.93 +1.20D PASS PASS37.74 0.000 0.00 ftft0.023 1.32 1.66 121.93 121.93 +0.90D PASS PASS37.74 0.000 0.00 ftft0.017 1.32 1.66 121.93 121.93 +1.20D+0.50L+E PASS PASS19.13 0.004 19.13 ftft0.158 1.32 1.66 121.93 121.93 +0.90D+E PASS PASS19.13 0.004 19.13 ftft0.132 1.32 1.66 121.93 121.93 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments D Only 1.687 0.010 0.010 +D+L 5.327 0.054 0.054 +D+0.750L 4.417 0.043 0.043 +0.60D 1.012 0.006 0.006 +D+0.70E 0.1621.687 0.1620.010 0.010 +D+0.750L+0.5250E 0.1214.417 0.1210.043 0.043 +0.60D+0.70E 0.1621.012 0.1620.006 0.006 P1.13 Dall= 0.02h = 0.02 x 38'x 12 = 9.12in > 1.465in, OK 1700 E St Andrew Pl10/8/2024 Steel Column LIC# : KW-06014491, Build:20.24.07.08 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:P1 Project File: Probation St Andrew.ec6 Project Title:Probation St Andrew Engineer:NN Project ID:23-12434 Project Descr: k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments L Only 3.640 0.044 0.044 E Only 0.2310.231 k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumAxial @ Base 5.327 0.054 0.054 Minimum"0.2310.231 MaximumReaction, X-X Axis Base 5.327 0.054 0.054 Minimum"0.2310.231 MaximumReaction, Y-Y Axis Base 0.2310.231 Minimum"1.687 0.010 0.010 MaximumReaction, X-X Axis Top 5.327 0.054 0.054 Minimum"0.2310.231 MaximumReaction, Y-Y Axis Top 0.1621.687 0.1620.010 0.010 Minimum"1.687 0.010 0.010 MaximumMoment, X-X Axis Base 1.687 0.010 Minimum"1.687 0.010 MaximumMoment, Y-Y Axis Base 1.687 0.010 0.010 Minimum"1.687 0.010 0.010 MaximumMoment, X-X Axis Top 1.687 0.010 0.010 Minimum"1.687 0.010 0.010 MaximumMoment, Y-Y Axis Top 1.687 0.010 0.010 Minimum"1.687 0.010 0.010 .Maximum Deflections for Load Combinations Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance D Only -0.0988 0.000 0.000 ftftinin22.188 +D+L -0.5268 0.000 0.000 ftftinin22.188 +D+0.750L -0.4198 0.000 0.000 ftftinin22.188 +0.60D -0.0593 0.000 0.000 ftftinin22.188 +D+0.70E -0.0988 1.025 19.128 ftftinin22.188 +D+0.750L+0.5250E -0.4198 0.769 19.128 ftftinin22.188 +0.60D+0.70E -0.0593 1.025 19.128 ftftinin22.188 L Only -0.4280 0.000 0.000 ftftinin22.188 E Only 0.0000 1.465 19.128 ftftinin0.000 .Steel Section Properties :HSS5x5x3/8 R xx = 1.870 in Depth =5.000 in R yy = 1.870 in J =36.100 in^4 Width =5.000 in Wall Thick = 0.375 in Zx =10.600 in^3 Area = 6.180 in^2 Weight =22.302 plf I xx =21.70 in^4 S xx =8.68 in^3Design Thick =0.349 in I yy =21.700 in^4 C =14.900 in^3 S yy =8.680 in^3 Ycg =0.000 in P1.14 1700 E St Andrew Pl10/8/2024 Steel Column LIC# : KW-06014491, Build:20.24.07.08 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:P1 Project File: Probation St Andrew.ec6 Project Title:Probation St Andrew Engineer:NN Project ID:23-12434 Project Descr: Sketches P1.15 1700 E St Andrew Pl10/8/2024 P1.16 CATWALK FRAMING DESIGN: Key Plan:(N) Floor Joists Design: Length = 6ft Spacing = 16" o.c. DL = 13psf LL = 65psf **See next page for SteelSmart Report OC Probation 1700 East Saint Andrew Place, Santa Ana, California 92705 23-12434 07/24/2024 LR 1700 E St Andrew Pl10/8/2024 Thursday, July 18, 2024 SteelSmart® System 8.5 Company:Melqart Inc Project:OC Probation Address:1700 E St Andrew Country: United States State:California Zip Code:92705 Simply Supported Joist J1 Diagram: Dead Load (lbs,ft) Live Load (lbs,ft) Geometry: No. of Spans:1 Total Length (ft):6 Joist Spacing (in):16 Span Data: Span #Span Length (ft): 1 6 Design: Design Code:2021 IBC/AISI S100-16/S2-20/ASCE 7-16 Design Method:ASD Special Considerations: Web Holes (Standard Punchout):Considered Strength increase from Cold Work of Forming:Considered Design for Web Crippling is Disabled Bracing: Top Flange Lateral Bracing (in):Full Top Flange Torsional Bracing (in):Full Bottom Flange Lateral Bracing (in):60 Bottom Flange Torsional Bracing (in):60 Kφ Distortional Buckling Rotational Stiffness (lbs-in./in.):50 Deflection: Live Load Deflection Limit: L/360 Total Load Deflection Limit: L/240 Absolute Deflection (in):1 Span Loads (psf): Span #Dead Live 1 13 65 Member Loads: Member Uniform Loads: Member #Load Case Value (lbs/ft): 1 Dead Load 17.333 Live Load 86.667 Load Combination Factors: Dead Load Strength Factor:1 Dead Load Factor for Total Load Deflection:1 Live Load Strength Factor:1 Live Load Factor for Total Load Deflection:1 ASI SteelSmart® System 8.5 - Version 8.5.125.0 Page 1 / 3 P1.17Floor Joists Design J1 California 1700 E St Andrew Pl10/8/2024 Thursday, July 18, 2024 SteelSmart® System 8.5 Company:Melqart Inc Project:OC Probation Address:1700 E St Andrew Country: United States State:California Zip Code:92705 Simply Supported Joist J1 Section: 6 (in) 1.625 (in) 0.0346 (in) 0.077 (in) 0.5 (in)Section:600S162-33 (33 ksi) Member Layout:One Piece Single Forces Check: Span #Forces Actual Allowable Act./All.X/L 1 Moment (Mx) (kips.in)5.616 10.343 0.543 * 0.5 Shear (Vy) (kips)0.312 0.638 0.489 0 * Forces are calculated for punched-out section Serviceability Check: Span #Deflection Actual Allowable Act./All. 1 Total Load Deflection (in):0.057 0.3 0.191 Live Load Deflection (in):0.048 0.2 0.239 Connection Data: Connection at Joint 1 : None Status:Not Designed Applied Service Loads:F1 (kips)F2 (kips)F3 (kips)M1 (kips.in) Actual:0 0 0.312 0 Allowable:N/A N/A N/A N/A Linear Interaction Ratio:N/A Connection at Joint 2 : None Status:Not Designed Applied Service Loads:F1 (kips)F2 (kips)F3 (kips)M1 (kips.in) Actual:0 0 0.312 0 Allowable:N/A N/A N/A N/A Linear Interaction Ratio:N/A Factored Reactions: Joint #Rx (kips)Ry (kips)Rm (kips.in) 1 0 0.312 0 2 0 0.312 0 Unfactored Reactions: Joint #Load Case Rx (kips)Ry (kips)Rm (kips.in) 1 Dead Load 0 0.052 0 Live Load 0 0.26 0 ASI SteelSmart® System 8.5 - Version 8.5.125.0 Page 2 / 3 P1.18 California 1700 E St Andrew Pl10/8/2024 Thursday, July 18, 2024 SteelSmart® System 8.5 Company:Melqart Inc Project:OC Probation Address:1700 E St Andrew Country: United States State:California Zip Code:92705 Simply Supported Joist J1 Joint #Load Case Rx (kips)Ry (kips)Rm (kips.in) 2 Dead Load 0 0.052 0 Live Load 0 0.26 0 ASI SteelSmart® System 8.5 - Version 8.5.125.0 Page 3 / 3 P1.19 California 1700 E St Andrew Pl10/8/2024 P1.20 Check (E) Wx Beams: Key Plan:(N) Catwalk: (E) W18x35 with (E) Loads only: Length = 22ft DL = 37psf LL = 125psf Tributary width = 8ft/2 = 4ft **See next page for Ram SBeam Report (E) W18x35 with (E) and (N) Loads: Length = 22ft Tributary width = 8ft/2 = 4ft DL = 37psf LL = 125psf Catwalk Loads: DL = 15psf LL = 65psf Tributary width = 8ft/2 = 4ft **See next page for Ram SBeam Report (E) W14x22 with (E) Loads: Length = 16ft DL = 37psf LL = 125psf Tributary width = 8ft/2 = 4ft **See next page for Ram SBeam Report (E) W14x22 with (E) and (N) Loads: Length = 16ft DL = 37psf LL = 125psf Tributary width = 8ft/2 = 4ft Catwalk Loads: DL = 15psf LL = 65psf Tributary width = 6ft/2 = 3ft **See next page for Ram SBeam Report OC Probation 1700 East Saint Andrew Place, Santa Ana, California 92705 23-12434 07/24/2024 LR (E) W18x35 (E)DL= 37psf (E)LL=125psf (N)DL= 15psf (N)LL=65psf (E) W14x22 (E)DL= 37psf (E)LL=125psf (N)DL= 15psf (N)LL=65psf 1700 E St Andrew Pl10/8/2024 Gravity Beam Design RAM SBeam v07.00.00 07/24/24 01:21:31 STEEL CODE: AISC 360-16 LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (22.00,0.00) Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 22.00 Distance to Adjacent Beam on Left (ft) = 1.0 Distance to Adjacent Beam on Right (ft) = 1.0 COMPOSITE PROPERTIES (Not Shored): Left Right Deck Label Concrete thickness (in) 2.50 2.50 Unit weight concrete (pcf) 150.00 150.00 f'c (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W2 Formlok VERCO W2 Formlok beff (in) = 12.00 Y bar(in) = 11.89 Mnf (kip-ft) = 346.90 Mn (kip-ft) = 341.46 C (kips) = 68.92 PNA (in) = 11.15 Ieff (in4) = 873.38 Itr (in4) = 892.84 Stud length (in) = 4.50 Stud diam (in) = 0.75 Stud Capacity (kips) Qn = 17.2 Rg = 1.00 Rp = 0.60 # of studs: Full = 10 Partial = 8 Actual = 8 Number of Stud Rows = 1 Percent of Full Composite Action = 90.08 Top flange braced by decking for Composite condition. Top flange braced by decking for Pre-composite condition. LINE LOADS (k/ft): Load Dist (ft) DL CDL LL PartL CLL 1 0.000 0.035 0.035 0.000 0.000 0.000 22.000 0.035 0.035 0.000 0.000 0.000 2 0.000 0.148 0.000 0.500 0.000 0.000 22.000 0.148 0.000 0.500 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 11.22 kips 1.00Vn = 159.30 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center PreCmp+ 1.4DL 3.0 11.0 0.0 1.00 0.90 249.38 Init DL 1.4DL 3.0 11.0 --- --- Max + 1.2DL+1.6LL 61.7 11.0 --- --- 0.90 307.31 Controlling 1.2DL+1.6LL 61.7 11.0 --- --- 0.90 307.31 REACTIONS (kips): Left Right Initial reaction 0.39 0.39 DL reaction 2.01 2.01 Max +LL reaction 5.50 5.50 Max +total reaction (factored) 11.22 11.22 P1.21 (E)W18x35 with (E)loads only 1700 E St Andrew Pl10/8/2024 Gravity Beam Design RAM SBeam v07.00.00 07/24/24 01:21:31 DEFLECTIONS: Ratio Initial load (in) at 11.00 ft = -0.012 L/D = 2113 6 Live load (in) at 11.00 ft = -0.104 L/D = 2537 > 360 0.14 Post Comp load (in) at 11.00 ft = -0.135 L/D = 1958 > 240 0.12 Net Total load (in) at 11.00 ft = -0.147 L/D = 1792 > 240 0.13 Page 2/2 P1.22 1700 E St Andrew Pl10/8/2024 Gravity Beam Design RAM SBeam v07.00.00 07/24/24 01:26:17 STEEL CODE: AISC 360-16 LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (22.00,0.00) Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 22.00 Distance to Adjacent Beam on Left (ft) = 1.0 Distance to Adjacent Beam on Right (ft) = 1.0 COMPOSITE PROPERTIES (Not Shored): Left Right Deck Label Concrete thickness (in) 2.50 2.50 Unit weight concrete (pcf) 150.00 150.00 f'c (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W2 Formlok VERCO W2 Formlok beff (in) = 12.00 Y bar(in) = 11.89 Mnf (kip-ft) = 346.90 Mn (kip-ft) = 341.46 C (kips) = 68.92 PNA (in) = 11.15 Ieff (in4) = 873.38 Itr (in4) = 892.84 Stud length (in) = 4.50 Stud diam (in) = 0.75 Stud Capacity (kips) Qn = 17.2 Rg = 1.00 Rp = 0.60 # of studs: Full = 10 Partial = 8 Actual = 8 Number of Stud Rows = 1 Percent of Full Composite Action = 90.08 Top flange braced by decking for Composite condition. Top flange braced by decking for Pre-composite condition. LINE LOADS (k/ft): Load Dist (ft) DL CDL LL PartL CLL 1 0.000 0.035 0.035 0.000 0.000 0.000 22.000 0.035 0.035 0.000 0.000 0.000 2 0.000 0.208 0.000 0.760 0.000 0.000 22.000 0.208 0.000 0.760 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 16.58 kips 1.00Vn = 159.30 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center PreCmp+ 1.4DL 3.0 11.0 0.0 1.00 0.90 249.38 Init DL 1.4DL 3.0 11.0 --- --- Max + 1.2DL+1.6LL 91.2 11.0 --- --- 0.90 307.31 Controlling 1.2DL+1.6LL 91.2 11.0 --- --- 0.90 307.31 REACTIONS (kips): Left Right Initial reaction 0.39 0.39 DL reaction 2.67 2.67 Max +LL reaction 8.36 8.36 Max +total reaction (factored) 16.58 16.58 P1.23 (E)W18x35 with (E)+(N) loads 1700 E St Andrew Pl10/8/2024 Gravity Beam Design RAM SBeam v07.00.00 07/24/24 01:26:17 DEFLECTIONS: Ratio Initial load (in) at 11.00 ft = -0.012 L/D = 2113 6 Live load (in) at 11.00 ft = -0.158 L/D = 1669 > 360 0.22 Post Comp load (in) at 11.00 ft = -0.201 L/D = 1311 > 240 0.18 Net Total load (in) at 11.00 ft = -0.214 L/D = 1234 > 240 0.19 Page 2/2 P1.24 1700 E St Andrew Pl10/8/2024 Gravity Beam Design RAM SBeam v07.00.00 07/24/24 01:29:59 STEEL CODE: AISC 360-16 LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (16.00,0.00) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 16.00 Distance to Adjacent Beam on Left (ft) = 1.0 Distance to Adjacent Beam on Right (ft) = 1.0 COMPOSITE PROPERTIES (Not Shored): Left Right Deck Label Concrete thickness (in) 2.50 2.50 Unit weight concrete (pcf) 150.00 150.00 f'c (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W2 Formlok VERCO W2 Formlok beff (in) = 12.00 Y bar(in) = 10.37 Mnf (kip-ft) = 192.12 Mn (kip-ft) = 178.62 C (kips) = 51.69 PNA (in) = 9.10 Ieff (in4) = 391.16 Itr (in4) = 432.77 Stud length (in) = 4.50 Stud diam (in) = 0.75 Stud Capacity (kips) Qn = 17.2 Rg = 1.00 Rp = 0.60 # of studs: Full = 10 Partial = 6 Actual = 6 Number of Stud Rows = 1 Percent of Full Composite Action = 67.56 Top flange braced by decking for Composite condition. Top flange braced by decking for Pre-composite condition. LINE LOADS (k/ft): Load Dist (ft) DL CDL LL PartL CLL 1 0.000 0.022 0.022 0.000 0.000 0.000 16.000 0.022 0.022 0.000 0.000 0.000 2 0.000 0.148 0.000 0.500 0.000 0.000 16.000 0.148 0.000 0.500 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 8.03 kips 1.00Vn = 94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center PreCmp+ 1.4DL 1.0 8.0 0.0 1.00 0.90 124.50 Init DL 1.4DL 1.0 8.0 --- --- Max + 1.2DL+1.6LL 32.1 8.0 --- --- 0.90 160.76 Controlling 1.2DL+1.6LL 32.1 8.0 --- --- 0.90 160.76 REACTIONS (kips): Left Right Initial reaction 0.18 0.18 DL reaction 1.36 1.36 Max +LL reaction 4.00 4.00 Max +total reaction (factored) 8.03 8.03 P1.25 (E)W14x22 with (E)loads only 1700 E St Andrew Pl10/8/2024 Gravity Beam Design RAM SBeam v07.00.00 07/24/24 01:29:59 DEFLECTIONS: Ratio Initial load (in) at 8.00 ft = -0.006 L/D = 3402 6 Live load (in) at 8.00 ft = -0.065 L/D = 2954 > 360 0.12 Post Comp load (in) at 8.00 ft = -0.084 L/D = 2279 > 240 0.11 Net Total load (in) at 8.00 ft = -0.090 L/D = 2136 > 240 0.11 Page 2/2 P1.26 1700 E St Andrew Pl10/8/2024 Gravity Beam Design RAM SBeam v07.00.00 07/24/24 01:28:07 STEEL CODE: AISC 360-16 LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (16.00,0.00) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 16.00 Distance to Adjacent Beam on Left (ft) = 1.0 Distance to Adjacent Beam on Right (ft) = 1.0 COMPOSITE PROPERTIES (Not Shored): Left Right Deck Label Concrete thickness (in) 2.50 2.50 Unit weight concrete (pcf) 150.00 150.00 f'c (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W2 Formlok VERCO W2 Formlok beff (in) = 12.00 Y bar(in) = 10.37 Mnf (kip-ft) = 192.12 Mn (kip-ft) = 178.62 C (kips) = 51.69 PNA (in) = 9.10 Ieff (in4) = 391.16 Itr (in4) = 432.77 Stud length (in) = 4.50 Stud diam (in) = 0.75 Stud Capacity (kips) Qn = 17.2 Rg = 1.00 Rp = 0.60 # of studs: Full = 10 Partial = 6 Actual = 6 Number of Stud Rows = 1 Percent of Full Composite Action = 67.56 Top flange braced by decking for Composite condition. Top flange braced by decking for Pre-composite condition. LINE LOADS (k/ft): Load Dist (ft) DL CDL LL PartL CLL 1 0.000 0.022 0.022 0.000 0.000 0.000 16.000 0.022 0.022 0.000 0.000 0.000 2 0.000 0.208 0.000 0.760 0.000 0.000 16.000 0.208 0.000 0.760 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 11.94 kips 1.00Vn = 94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center PreCmp+ 1.4DL 1.0 8.0 0.0 1.00 0.90 124.50 Init DL 1.4DL 1.0 8.0 --- --- Max + 1.2DL+1.6LL 47.7 8.0 --- --- 0.90 160.76 Controlling 1.2DL+1.6LL 47.7 8.0 --- --- 0.90 160.76 REACTIONS (kips): Left Right Initial reaction 0.18 0.18 DL reaction 1.84 1.84 Max +LL reaction 6.08 6.08 Max +total reaction (factored) 11.94 11.94 P1.27 (E)W14x22 with (E)+(N) loads 1700 E St Andrew Pl10/8/2024 Gravity Beam Design RAM SBeam v07.00.00 07/24/24 01:28:07 DEFLECTIONS: Ratio Initial load (in) at 8.00 ft = -0.006 L/D = 3402 6 Live load (in) at 8.00 ft = -0.099 L/D = 1943 > 360 0.19 Post Comp load (in) at 8.00 ft = -0.126 L/D = 1526 > 240 0.16 Net Total load (in) at 8.00 ft = -0.131 L/D = 1460 > 240 0.16 Page 2/2 P1.28 1700 E St Andrew Pl10/8/2024 P1.29 Check (E) Wx Columns:Key Plan: Check (E) Columns below (E) Wx Beams and corresponding Footings: (E) W12x26 Column with (E) Loads only: Height = 19ft DL = 37psf LL = 125psf Tributary area = 16'/2 x 16'/2 = 64 sqft **See next page for Enercalc Report (E) W12x26 Column with (E) and (N) Loads: Height = 19ft DL = 37psf LL = 125psf Tributary area = 16'/2 x 16'/2 = 64 sqft Catwalk Loads: DL = 15psf LL = 65psf Tributary area = 16'/2 x 16'/2 = 64 sqft **See next page for Enercalc Report OC Probation 1700 East Saint Andrew Place, Santa Ana, California 92705 23-12434 07/24/2024 LR 1700 E St Andrew Pl10/8/2024 Steel Column LIC# : KW-06014491, Build:20.24.07.08 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) W10x26 Col w/ (E) Loads Project File: Probation St Andrew.ec6 Project Title:Probation St Andrew Engineer:NN Project ID:23-12434 Project Descr: .Code References Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combinations Used : ASCE 7-22 / IBC 2024 (L<=100psf) General Information Steel Stress Grade Top & Bottom PinnedAnalysis Method : A-992, High Strength, Low Alloy, Fy = 50 ksi 19Overall Column Height Top & Bottom FixityLoad Resistance Factor Fy : Steel Yield ksi29,000.0 ksi Steel Section Name :W10x26 50.0 ft E : Elastic Bending Modulus Unbraced Length for buckling ABOUT X-X Axis = 19 ft, K = 1.0 Unbraced Length for buckling ABOUT Y-Y Axis = 19 ft, K = 1.0 Brace condition : .Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 492.184 lbs * Dead Load Factor AXIAL LOADS . . . Axial Load at 19.0 ft, D = 2.368, L = 8.0 k .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.2654 Location of max.above base 0.0 ft 16.232 k 61.169 k 0.0 k-ft Load Combination +1.20D+1.60L Load Combination 0.0 28.125 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 0.0 k 0.0 : 1 Location of max.above base 0.0 ft At maximum location values are . . . : 1 At maximum location values are . . . k Pu 0.9 * Pn Mu-x Vu : Applied Vn * Phi : Allowable 0.9 * Mn-x : 0.9 * Mn-y : Mu-y 94.741 k-ft 0.0 k-ft Maximum Load Reactions . . Top along X-X 0.0 k Bottom along X-X 0.0 k Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Maximum Load Deflections . . . Along Y-Y 0.0 in at 0.0 ft above base for load combination : Along X-X 0.0 in at 0.0 ft above base for load combination : 0.0 . Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Location Stress Ratio Status LocationStatus Load Combination Results Cbx Cby KxLx/Rx KyLy/Ry +1.40D PASS PASS0.00 0.000 0.00 ftft0.065 1.00 1.00 52.41 167.65 +1.20D+1.60L PASS PASS0.00 0.000 0.00 ftft0.265 1.00 1.00 52.41 167.65 +1.20D+0.50L PASS PASS0.00 0.000 0.00 ftft0.122 1.00 1.00 52.41 167.65 +1.20D PASS PASS0.00 0.000 0.00 ftft0.056 1.00 1.00 52.41 167.65 +0.90D PASS PASS0.00 0.000 0.00 ftft0.042 1.00 1.00 52.41 167.65 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments D Only 2.860 +D+L 10.860 +D+0.750L 8.860 +0.60D 1.716 L Only 8.000 k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumAxial @ Base 10.860 Minimum"1.716 MaximumReaction, X-X Axis Base 2.860 P1.30 1700 E St Andrew Pl10/8/2024 Steel Column LIC# : KW-06014491, Build:20.24.07.08 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) W10x26 Col w/ (E) Loads Project File: Probation St Andrew.ec6 Project Title:Probation St Andrew Engineer:NN Project ID:23-12434 Project Descr: k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments Minimum"2.860 MaximumReaction, Y-Y Axis Base 2.860 Minimum"2.860 MaximumReaction, X-X Axis Top 2.860 Minimum"2.860 MaximumReaction, Y-Y Axis Top 2.860 Minimum"2.860 MaximumMoment, X-X Axis Base 2.860 Minimum"2.860 MaximumMoment, Y-Y Axis Base 2.860 Minimum"2.860 MaximumMoment, X-X Axis Top 2.860 Minimum"2.860 MaximumMoment, Y-Y Axis Top 2.860 Minimum"2.860 .Maximum Deflections for Load Combinations Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance D Only 0.0000 0.000 0.000 ftftinin0.000 +D+L 0.0000 0.000 0.000 ftftinin0.000 +D+0.750L 0.0000 0.000 0.000 ftftinin0.000 +0.60D 0.0000 0.000 0.000 ftftinin0.000 L Only 0.0000 0.000 0.000 ftftinin0.000 .Steel Section Properties :W10x26 R xx = 1.360 in Depth =10.300 in R yy = 4.350 in Sw =9.030 in^4 K1 =0.688 in Zy =7.500 in^3 Kdesign =0.740 in J =0.402 in^4 Flange Width =5.770 in Flange Thick = 0.440 in Zx =31.300 in^3 Area = 7.610 in^2 Weight =25.904 plf I xx =144.00 in^4 S xx =27.90 in^3 Cw =345.00 in^6Web Thick =0.260 in I yy =14.100 in^4 S yy =4.890 in^3 Wno =14.200 in^2 Qf =5.980 in^3 rts =1.580 in Qw =15.400 in^3 Ycg =0.000 in P1.31 1700 E St Andrew Pl10/8/2024 Steel Column LIC# : KW-06014491, Build:20.24.07.08 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) W10x26 Col w/ (E) Loads Project File: Probation St Andrew.ec6 Project Title:Probation St Andrew Engineer:NN Project ID:23-12434 Project Descr: Sketches P1.32 1700 E St Andrew Pl10/8/2024 Steel Column LIC# : KW-06014491, Build:20.24.07.08 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) W10x26 Col w/ (E) and (N) Loads Project File: Probation St Andrew.ec6 Project Title:Probation St Andrew Engineer:NN Project ID:23-12434 Project Descr: .Code References Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combinations Used : ASCE 7-22 / IBC 2024 (L<=100psf) General Information Steel Stress Grade Top & Bottom PinnedAnalysis Method : A-992, High Strength, Low Alloy, Fy = 50 ksi 19.0Overall Column Height Top & Bottom FixityLoad Resistance Factor Fy : Steel Yield ksi29,000.0 ksi Steel Section Name :W10x26 50.0 ft E : Elastic Bending Modulus Unbraced Length for buckling ABOUT X-X Axis = 19 ft, K = 1.0 Unbraced Length for buckling ABOUT Y-Y Axis = 19 ft, K = 1.0 Brace condition : .Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 492.184 lbs * Dead Load Factor AXIAL LOADS . . . Axial Load at 19.0 ft, D = 2.368, L = 8.0 k Axial Load at 19.0 ft, D = 0.960, L = 4.160 k .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.3930 Location of max.above base 0.0 ft 24.040 k 61.169 k 0.0 k-ft Load Combination +1.20D+1.60L Load Combination 0.0 28.125 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 0.0 k 0.0 : 1 Location of max.above base 0.0 ft At maximum location values are . . . : 1 At maximum location values are . . . k Pu 0.9 * Pn Mu-x Vu : Applied Vn * Phi : Allowable 0.9 * Mn-x : 0.9 * Mn-y : Mu-y 94.741 k-ft 0.0 k-ft Maximum Load Reactions . . Top along X-X 0.0 k Bottom along X-X 0.0 k Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Maximum Load Deflections . . . Along Y-Y 0.0 in at 0.0 ft above base for load combination : Along X-X 0.0 in at 0.0 ft above base for load combination : 0.0 . Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Location Stress Ratio Status LocationStatus Load Combination Results Cbx Cby KxLx/Rx KyLy/Ry +1.40D PASS PASS0.00 0.000 0.00 ftft0.087 1.00 1.00 52.41 167.65 +1.20D+1.60L PASS PASS0.00 0.000 0.00 ftft0.393 1.00 1.00 52.41 167.65 +1.20D+0.50L PASS PASS0.00 0.000 0.00 ftft0.174 1.00 1.00 52.41 167.65 +1.20D PASS PASS0.00 0.000 0.00 ftft0.075 1.00 1.00 52.41 167.65 +0.90D PASS PASS0.00 0.000 0.00 ftft0.056 1.00 1.00 52.41 167.65 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments D Only 3.820 +D+L 15.980 +D+0.750L 12.940 +0.60D 2.292 L Only 12.160 k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumAxial @ Base 15.980 Minimum"2.292 P1.33 1700 E St Andrew Pl10/8/2024 Steel Column LIC# : KW-06014491, Build:20.24.07.08 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) W10x26 Col w/ (E) and (N) Loads Project File: Probation St Andrew.ec6 Project Title:Probation St Andrew Engineer:NN Project ID:23-12434 Project Descr: k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumReaction, X-X Axis Base 3.820 Minimum"3.820 MaximumReaction, Y-Y Axis Base 3.820 Minimum"3.820 MaximumReaction, X-X Axis Top 3.820 Minimum"3.820 MaximumReaction, Y-Y Axis Top 3.820 Minimum"3.820 MaximumMoment, X-X Axis Base 3.820 Minimum"3.820 MaximumMoment, Y-Y Axis Base 3.820 Minimum"3.820 MaximumMoment, X-X Axis Top 3.820 Minimum"3.820 MaximumMoment, Y-Y Axis Top 3.820 Minimum"3.820 .Maximum Deflections for Load Combinations Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance D Only 0.0000 0.000 0.000 ftftinin0.000 +D+L 0.0000 0.000 0.000 ftftinin0.000 +D+0.750L 0.0000 0.000 0.000 ftftinin0.000 +0.60D 0.0000 0.000 0.000 ftftinin0.000 L Only 0.0000 0.000 0.000 ftftinin0.000 .Steel Section Properties :W10x26 R xx = 1.360 in Depth =10.300 in R yy = 4.350 in Sw =9.030 in^4 K1 =0.688 in Zy =7.500 in^3 Kdesign =0.740 in J =0.402 in^4 Flange Width =5.770 in Flange Thick = 0.440 in Zx =31.300 in^3 Area = 7.610 in^2 Weight =25.904 plf I xx =144.00 in^4 S xx =27.90 in^3 Cw =345.00 in^6Web Thick =0.260 in I yy =14.100 in^4 S yy =4.890 in^3 Wno =14.200 in^2 Qf =5.980 in^3 rts =1.580 in Qw =15.400 in^3 Ycg =0.000 in P1.34 1700 E St Andrew Pl10/8/2024 Steel Column LIC# : KW-06014491, Build:20.24.07.08 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(E) W10x26 Col w/ (E) and (N) Loads Project File: Probation St Andrew.ec6 Project Title:Probation St Andrew Engineer:NN Project ID:23-12434 Project Descr: Sketches P1.35 1700 E St Andrew Pl10/8/2024 P1.36 OC Probation 1700 East Saint Andrew Place, Santa Ana, California 92705 23-12434 07/24/2024 NN Check (E) Footings: Key Plan: Check (E) Pad Footings below (E) W10x26 Columns: Loads transferred from Column: RD = 3.82kips RL = 12.16kips (See previous page Enercalc report of (E) W10x26 column) Using ASD load combination: 1.0 x DL+1.0 x LL= [L.C#3, ASCE 2.4.1] 1.0 x3.82k + 1.0 x 12.16k = 15.98k = 15,980lb Allowable bearing capacity = 2000psf (from as-builts, soils report) Required Foundation Dimensions: Areq= (PD+PL)/allowable stress = 15,980lb/2000psf = 7.99 sf Breq = sqrt(9.4) = 2.82 (E) Pad footing is 3x3 square footing, OK no retrofit needed 1700 E St Andrew Pl10/8/2024 P1.37 OC Probation 1700 East Saint Andrew Place, Santa Ana, California 92705 23-12434 07/24/2024 NN Check (N) Bearing Wall: Key Plan: Check (N) Bearing Wall for gravity loads transferred from catwalk and out-of-plane seismic load: Gravity: Height = 19ft Loads: Gravity loads transferred from catwalk: DL = 15psf LL = 65psf Tributary Width = 6ft/2 = 3ft Out-of-Plane Seismic load Fp = 0.305 WT (See next page excel sheet) Where WT = weight of wall + DL catwalk x trib/2 Weight of Wall = 8psf x 5"/12 = 3.33plf WT = 3.33plf + 15psf x 6ft/2 = 3.33plf + 45plf = 48.33plf say 50plf Fp = 0.305 x 50plf = 15.25plf Table 15.4-2 Seismic Coefficients for Nonbuilding Structures Not Similar to Buildings Nonbuilding Structure Type Detailing Requirementsc R Ω0 C d Structural System and Structural Height,hn , Limits (ft)a,b Seismic Design Category B C D E F Elevated tanks, vessels, bins, or hoppers: On symmetrically braced legs (not similar to buildings) Sec.15.7.10 3 2d 2.5 NL NL 160 100 100 On unbraced legs or asymmetrically braced legs (not similar to buildings) Sec.15.7.10 2 2d 2.5 NL NL 100 60 60 Horizontal, saddle-supported welded steel vessels Sec.15.7.14 3 2d 2.5 NL NL NL NL NL Flat-bottom ground-supported tanks: Sec.15.7 Steel or fiber-reinforced plastic: Mechanically anchored 3 2d 2.5 NL NL NL NL NL Self-anchored 2.5 2d 2 NL NL NL NL NL Reinforced or prestressed concrete: Reinforced nonsliding base 2 2d 2 NL NL NL NL NL Anchored flexible base 3.25 2d 2 NL NL NL NL NL Unanchored and unconstrained flexible base 1.5 1.5d 1.5 NL NL NL NL NL All other 1.5 1.5d 1.5 NL NL NL NL NL Cast-in-place concrete silos that have walls continuous to the foundation Sec.15.6.2 3 1.75 3 NL NL NL NL NL All other reinforced masonry structures not similar to buildings detailed as intermediate reinforced masonry shear walls Sec. 14.4.1e 3 2 2.5 NL NL 50 50 50 All other reinforced masonry structures not similar to buildings detailed as ordinary reinforced masonry shear walls Sec. 14.4.1 2 2.5 1.75 NL 160 NP NP NP All other nonreinforced masonry structures not similar to buildings Sec. 14.4.1 1.25 2 1.5 NL NP NP NP NP Concrete chimneys and stacks Sec.15.6.2 and ACI 307 2 1.5 2.0 NL NL NL NL NL Steel chimneys and stacks 15.6.2 and ASME STS-1 2 2 2 NL NL NL NL NL All steel and reinforced concrete distributed mass cantilever structures not otherwise covered herein, including stacks, chimneys, silos, skirt-supported vertical vessels; single-pedestal or skirt-supported Sec.15.6.2 Welded steel Sec.15.7.10 2 2d 2 NL NL NL NL NL Welded steel with special detailingf Secs.15.7.10 and 15.7.10.5 a and b 3 2d 2 NL NL NL NL NL Prestressed or reinforced concrete Sec.15.7.10 2 2d 2 NL NL NL NL NL Prestressed or reinforced concrete with special detailing Secs.15.7.10 and ACI 318, Chapter 18, Secs. 18.2 and 18.10 3 2d 2 NL NL NL NL NL Trussed towers (freestanding or guyed), guyed stacks, and chimneys Sec.15.6.2 3 2 2.5 NL NL NL NL NL Steel tubular support structures for onshore wind turbine generator systems Sec.15.6.7 1.5 1.5 1.5 NL NL NL NL NL Cooling towers: Concrete or steel 3.5 1.75 3 NL NL NL NL NL Wood frames 3.5 3 3 NL NL NL 50 50 Telecommunication towers: Sec.15.6.6 Truss: Steel 3 1.5 3 NL NL NL NL NL Pole: Steel 1.5 1.5 1.5 NL NL NL NL NL Wood 1.5 1.5 1.5 NL NL NL NL NL Concrete 1.5 1.5 1.5 NL NL NL NL NL Frame: Steel 3 1.5 1.5 NL NL NL NL NL Wood 1.5 1.5 1.5 NL NL NL NL NL Concrete 2 1.5 1.5 NL NL NL NL NL Amusement structures and monuments Sec.15.6.3 2 2 2 NL NL NL NL NL Inverted pendulum type structures (except elevated tanks, vessels, bins, and hoppers) Sec. 12.2.5.3 2 2 2 NL NL NL NL NL Ground-supported cantilever walls or fences Sec.15.6.8 1.25 2 2.5 NL NL NL NL NL Signs and billboards 3.0 1.75 3 NL NL NL NL NL All other self-supporting structures, tanks, or vessels not covered above or by reference standards that are not similar to buildings 1.25 2 2.5 NL NL 50 50 50 a 1700 E St Andrew Pl10/8/2024 NonStructural Components Seismic Demand (ASCE/SEI 7-16) Project:Probation St Andrew Location:Interior Metal Stud Wall ASCE Reference Remarks Component Amplification Factor Table 13.5-1 Design Spectral Acceleration - Short Component Response Factor Table 13.5-1 Component Importance Factor Height of Structure Attachment (ft)z 0.0 Section 13.3.1 with Respect to Base Average Roof Height of Structure (ft)h 19.0 Section 13.3.1 0.163 1.629 W 0.305 F =1.6.S .I .W = F =0.3 S . I W = FP = 0.305 WT Page 1 of 1 P1.38 1700 E St Andrew Pl10/8/2024 Thursday, July 18, 2024 SteelSmart® System 8.5 Company:Melqart Inc Project:Probation st Andrew Address:1700 E St Andrew Country: United States State:Alabama Zip Code:92705 Stud - Interior Wall W1 Diagram: Transverse Load (lbs,ft)Dead Load (lbs,ft) Live Load (lbs,ft)Snow/Roof Live Load (lbs,ft) Geometry: No. of Spans: 1 Span Data: Span #Span Height (ft):Stud Spacing (in):Tributary Width (ft): 1 10 16 20 Design: Design Code:2021 IBC/AISI S100-16/S2-20/ASCE 7-16 Design Method:ASD Special Considerations: Web Holes (Standard Punchout):Considered Strength increase from Cold Work of Forming:Considered Design for Web Crippling is Disabled ASI SteelSmart® System 8.5 - Version 8.5.125.0 Page 1 / 3 P1.39 California Metal Stud Wall with Gravity Loads and Out-of-Plane 1700 E St Andrew Pl10/8/2024 Thursday, July 18, 2024 SteelSmart® System 8.5 Company:Melqart Inc Project:Probation st Andrew Address:1700 E St Andrew Country: United States State:Alabama Zip Code:92705 Stud - Interior Wall W1 Bracing: Stud Lateral Bracing (in):@ Bridging Spacing Stud Torsional Bracing (in):@ Bridging Spacing Kφ Distortional Buckling Rotational Stiffness (lbs-in./in.):0 Span Bracing Data: Span #Span Data Max. Wall Bridging Spacing (ft):5 1 Bridging Member Type:TSN BridgeBar Spacing of Bridging Line Anchors (ft):16 Deflection: Absolute Lateral Deflection (in):1 Span Data: Span #Lateral Deflection Limit: L/ 1 360 Span Loads: Span #Non uniform Load Distribution Factor Dead Load (psf) Live Load (psf) Snow/Roof Live Load (psf) Transverse Load (psf) 1 1 15 65 15 15.25 Member Loads: Member Uniform Loads: Member #Load Case Value (lbs/ft): 1 Transverse Load 20.333 Load Combination Factors: #Dead Load Live Load Transverse Load Snow/Roof Live Load Used For 1 1 1 1 0 Strength 2 1 0 0 1 Strength 3 1 0.75 0.75 0.75 Strength 4 0 0 1 0 Lateral Deflection Section: Span 1 Section Data Section:600S162-43 (33 ksi) Member Layout:One Piece Dimensions (in): D: 6 B: 1.625 t: 0.0451 R: 0.071 C: 0.5 ASI SteelSmart® System 8.5 - Version 8.5.125.0 Page 2 / 3 P1.40 California 1700 E St Andrew Pl10/8/2024 Thursday, July 18, 2024 SteelSmart® System 8.5 Company:Melqart Inc Project:Probation st Andrew Address:1700 E St Andrew Country: United States State:Alabama Zip Code:92705 Stud - Interior Wall W1 Single Forces Check: Span #Forces Actual Allowable Act./All.X/L 1 Compression (P) (kips)2.133 3.002 0.711 * 0.1 Moment (Mx) (kips.in)3.049 14.279 0.214 * 0.5 Shear (Vy) (kips)0.102 1.415 0.072 0 * Forces are calculated for punched-out section Combined Forces Check: Span #Forces Act./All.X/L 1 Combined Mx & P Mx (kips.in):-3.049 P (kips):-2.133 0.924 0.5 Combined Mx & Vy Mx (kips.in):-2.927 Vy (kips):0.02 0.176 0.4 Serviceability Check: Span #Deflection Actual Allowable Act./All. 1 Lateral Deflection (in):0.067 0.333 0.201 Wall Bridging: Span #Bridging Max. Wall Bridging Spacing (ft):5 Spacing of Bridging Line Anchors (ft):16 1 Member Type:TSN BridgeBar®Clip Type:1 × BridgeClip (1 Screw) Moment (M1) (kips.in) Axial (F1) (kips) Actual:0.102 0.256 Allowable:0.79 1.172 Interaction Ratio:0.348 Moment (M1) (kips.in) Tension (kips) Actual:0.102 0.043 Allowable:0.252 0.075 Interaction Ratio:0.975 Screws: Connection to Bridging Member Actual Shear (kips):0.043 Allowable Shear (kips):0.255 Act./All.:0.167 No. of Screws:1 (#10) Connection to Wall Stud Actual Tension (kips):N/A Allowable Tension (kips):N/A Act./All.:N/A No. of Screws:N/A Factored Reactions: Joint #Rx (kips)Ry (kips)Rm (kips.in) 1 -0.102 2.133 0 2 -0.102 0 0 Unfactored Reactions: Joint #Load Case Rx (kips)Ry (kips)Rm (kips.in) 1 Dead Load 0 0.4 0 Live Load 0 1.733 0 Transverse Load -0.102 0 0 Snow/Roof Live Load 0 0.4 0 2 Dead Load 0 0 0 Live Load 0 0 0 Transverse Load -0.102 0 0 Snow/Roof Live Load 0 0 0 ASI SteelSmart® System 8.5 - Version 8.5.125.0 Page 3 / 3 P1.41 California 1700 E St Andrew Pl10/8/2024 P1.42 OC Probation 1700 East Saint Andrew Place, Santa Ana, California 92705 23-12434 07/24/2024 NN CATWALK DESIGN-(N) Bearing Wall: Key Plan: In-plane seismic Design of Metal Stud Wall: Cs = 0.157 (See next page excel sheet) Seismic weight W= framing + weight of wall weight of wall = [8psf x 36ft x (19'/2 + 0)] /(36ftx6ft) = 13psf W = 15psf + 13psf = 28psf V = Cs x W = 0.157 x 28psf = 4.4psf, say 5psf V = 5psf x 36ft x 6ft = 1080lb Seismic load is dragged to metal stud wall, therefore Vu-wall = 1080lb Lwall = 36ft Hwall = 19ft Vreq = 1080lb/36ft = 30plf (ultimate) = 21plf (service) Per AISI S400, Type I shearwall will be used: h/w = 19ft/36ft = 0.53 < 2 Vn = Vn W (equation 1.3.1.1-1) From table E1.3-1: Using 15/32" Structural 1 on one side of the wall, and using #8 screws @6:12 -----> vn = 780plf x 0.6 = 468plf > Vreq = 21plf , OK 1700 E St Andrew Pl10/8/2024 Project:Sheet: Location:Job No: Date:7/18/24 Engineer:NN SEISMIC RESPONSE COEFFICIENT (ASCE 7-16 & SUPPLEMENT NO. 1) D (Default) II I 1.00 D R 6.5 x 0.75 T 0.182 α 1.5 Catwalk Table 1.5-1 Roman Numeral - I, II, III, IV Table 11.4-1 Adjusted MCE Spectral Acc - Short MS a S MS v 1 DS MS Design Spectral Acceleration - 1 sec D1 M1 Response Factor Period Parameter 2 Long-Period Transition Period (sec) Actual Building Period (sec)enter "0" if not computed DS =0.157 (Eq. 12.8-2)T ≤ α T s (R/I) CS,MAX = α SD1 =NA (Eq. 12.8-3)α T s < T ≤ T LT (R/I) CS = CS,MAX = α SD1 L =NA (Eq. 12.8-4)T > T LT2(R/I) CS,MIN = MAX(0.044 SDS I , 0.01)=0.045 (Eq. 12.8-5) CS = 0.157 CS,MIN = 1 =NA (Eq. 12.8-6)S 1 ≥ 0.6(R/I) P1.43 1700 E St Andrew Pl10/8/2024 23-12434 7/18/2024 CONTINUOUS FOOTING DESIGN Project:Probation St Andrew Location:Footing below Metal Stud Wall FOOTING LOAD D = Dead Load L = Live Load D L Lr S E W Lr = Roof Live Load P kips 1.60 0.00 6.70 0.00 0.00 0.00 S = Snow Load M ft-kips 0.00 0.00 0.00 0.00 20.50 0.00 ρ =1.30 W = Wind Load FOOTING DATA Lf = Footing Length Bf = Footing Width Lf =36.0 ft Pf =11 kips Df = Footing Thickness Bf =1.0 ft Pf,net =4 kips Pf = 0.15kcf x Lf x Bf x Df Df =24 in Pf,net = 0.05kcf x Lf x Bf x Df SOIL BEARING CHECK min width 1 ft min depth 1.5 ft width change 0.0 ft e = M / P depth change 1 ft σ = 2 P / [3 Bf x (Lf / 2 - e)] P incease for width 300 psf σ Bf ) P increase for depth 600 psf σmin = 2000 psf σincreased = 2000 psf max=2000 psf all = 2000 psf e > Lf / 6:σmax = [P / (BfxLf)] x (1+6e/Lf) 1.33 σall = 2667 psf ** compared to LC w/ E or W loads σmin = [P / (BfxLf)] x (1-6e/Lf) LC1 LC2 LC3 LC4 LC5 P kips 12 7 17 7 17 M ft-kips 0 19 14 0 0 e ft 0.0 2.5 0.8 0.0 0.0 σmax psf 331 293 549 207 484 σmin psf 331 120 419 207 484 Okay Okay Okay Okay Okay LOAD COMBINATIONS (ASCE 7-16 2.4.1 & 12.4.2.3) LC1 D + L + (Lr,S)LC4 0.6D + W LC2 0.6D + 0.7E LC5 D + 0.75 [L + (Lr,S) + W] ρPueh P = Pd + Pf + 0.75 [Pl + (Plr,Ps) + Pw] ρ Mueh M = Md + 0.75 [Ml + (Mlr,Ms) + Mw] LC3 D + 0.75 [L + (Lr,S) + 0.7E] ρPueh] ρMueh] Date Job # Sheet # Continuous Footing Design Page 1 of 2 P1.44 1700 E St Andrew Pl10/8/2024 P1.45 OC Probation 1700 East Saint Andrew Place, Santa Ana, California 92705 23-12434 07/24/2024 NN CATWALK DESIGN-(N) Bearing Wall: Key Plan: Header Check: Length = 6ft Loads from catwalk DL = 15psf LL = 65psf Tributary width = 6ft/2 = 3ft 1700 E St Andrew Pl10/8/2024 Thursday, July 18, 2024 SteelSmart® System 8.5 Company:Melqart Inc Project:Probation st Andrew Address:1700 E St Andrew Country: United States State:Alabama Zip Code:92705 Simply Supported Beam B1 Diagram: Dead Load (lbs,ft) Live Load (lbs,ft) Geometry: No. of Spans:1 Total Length (ft):6 Span Data: Span #Span Length (ft): 1 6 Design: Design Code:2021 IBC/AISI S100-16/S2-20/ASCE 7-16 Design Method:ASD Special Considerations: Web Holes (Standard Punchout):Not Considered Strength increase from Cold Work of Forming:Considered Design for Web Crippling is Disabled Bracing: Top Flange Lateral Bracing (in):Full Top Flange Torsional Bracing (in):Full Bottom Flange Lateral Bracing (in):None Bottom Flange Torsional Bracing (in):None Kφ Distortional Buckling Rotational Stiffness (lbs-in./in.):50 Deflection: Live Load Deflection Limit: L/360 Total Load Deflection Limit: L/240 Absolute Deflection (in):1 Member Loads: Member Uniform Loads: Member #Load Case Value (lbs/ft): 1 Dead Load 22.5 Live Load 97.5 Load Combination Factors: Dead Load Strength Factor:1 Dead Load Factor for Total Load Deflection:1 Live Load Strength Factor:1 Live Load Factor for Total Load Deflection:1 Section: Stud Section:362S162-43 (33 ksi) Track Section:N/A Section Layout:Single ASI SteelSmart® System 8.5 - Version 8.5.125.0 Page 1 / 2 P1.46Box Header Design 1700 E St Andrew Pl10/8/2024 Thursday, July 18, 2024 SteelSmart® System 8.5 Company:Melqart Inc Project:Probation st Andrew Address:1700 E St Andrew Country: United States State:Alabama Zip Code:92705 Simply Supported Beam B1 Single Forces Check: Span #Forces Actual Allowable Act./All.X/L 1 Moment (Mx) (kips.in)6.48 8.398 0.772 0.5 Shear (Vy) (kips)0.36 1.74 0.207 0 Combined Forces Check: Span #Forces Act./All.X/L 1 Combined Mx & Vy Mx (kips.in):6.221 Vy (kips):0.072 0.736 0.6 Serviceability Check: Span #Deflection Actual Allowable Act./All. 1 Total Load Deflection (in):0.167 0.3 0.557 Live Load Deflection (in):0.136 0.2 0.679 Factored Reactions: Joint #Rx (kips)Ry (kips)Rm (kips.in) 1 0 0.36 0 2 0 0.36 0 Unfactored Reactions: Joint #Load Case Rx (kips)Ry (kips)Rm (kips.in) 1 Dead Load 0 0.068 0 Live Load 0 0.293 0 2 Dead Load 0 0.068 0 Live Load 0 0.293 0 ASI SteelSmart® System 8.5 - Version 8.5.125.0 Page 2 / 2 P1.47 1700 E St Andrew Pl10/8/2024 Project: Location: Client: Job No: Date: Engineer: P1.48 HANDRAIL POST DESIGN Loading on post: PLL= 200lb per ASCE 7-16, Section 4.5.1 Using load combination from ASCE 7-16, Section 2.3.1 PU= 1.6 x PLL= 1.6 x 200lbs= 320lbs X Y Height of post, h= 3.5ft MU= PU x h= 320lbs x 3.5ft= 1120lbs-ft= 1.12kip-ft Diameter of post, d= 1.5in RU= T/C= MU/d= 1120lb-ft/[1.5in/12]ft= 8.96kips Checking the weld (using Instantaneous center of rotation method): D= 1/4 x 16/1=4 L =3in Available Strength of weld group per AISC 360-16 Steel Manual, Table 8-4: ϕRn=1.392 x D x L= 1.392 x 4 x 3in= 16.7kips DCR= RU/ϕRn= 8.96kips/16.7kips= 0.53 < 1.0, Hence OK 200lbs Checking the bolts Tensile Strength of Bolts per AISC f Rn= f Fnt xAb (Eq.J3-1) Fnt =90ksi (Table J3.2) (A325) Ab= P x d2 /4 = 0.11 in2 , f = 0.75 (LRFD) fRn= 0.75 x 90ksi x 0.11 in2 =7.425kips --> 2bolts resisting tension: fRn= 2 x 7.425kips = 14.85kips Ru = T/C =8.96kips DCR= 8.96/14.85 = 0.6 <1, Hence OK. 1700 E St Andrew Pl10/8/2024 Steel Column LIC# : KW-06014491, Build:20.24.07.08 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:Post Project File: ENERCALC_20 Project Title: Engineer: Project ID: Project Descr: .Code References Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Steel Stress Grade Top Free, Bottom FixedAnalysis Method : 3.5Overall Column Height Top & Bottom FixityLoad Resistance Factor Fy : Steel Yield ksi29,000.0 ksi Steel Section Name :Pipe1-1/2 x-Strong 35.0 ft E : Elastic Bending Modulus Unbraced Length for buckling ABOUT X-X Axis = 3.5 ft, K = 1.20 Unbraced Length for buckling ABOUT Y-Y Axis = 3.5 ft, K = 1.20 Brace condition : .Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 12.796 lbs * Dead Load Factor BENDING LOADS . . . Lat. Point Load at 3.50 ft creating Mx-x, L = 0.20 k .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.7775 Location of max.above base 0.0 ft 0.01536 k 22.239 k -1.120 k-ft Load Combination +1.20D+1.60L Load Combination +1.20D+1.60L 1.441 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 0.320 k 0.04064 : 1 Location of max.above base 0.0 ft At maximum location values are . . . : 1 At maximum location values are . . . k Pu 0.9 * Pn Mu-x Vu : Applied Vn * Phi : Allowable 0.9 * Mn-x : 0.9 * Mn-y : Mu-y 1.441 k-ft 0.0 k-ft Maximum Load Reactions . . Top along X-X 0.0 k Bottom along X-X 0.0 k Top along Y-Y 0.0 k Bottom along Y-Y 0.20 k Maximum Load Deflections . . . Along Y-Y 0.4555 in at 3.50 ft above base for load combination :+D+L Along X-X 0.0 in at 0.0 ft above base for load combination : 7.875 . Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Location Stress Ratio Status LocationStatus Load Combination Results Cbx Cby KxLx/Rx KyLy/Ry +1.40D PASS PASS0.00 0.000 0.00 ftft0.001 1.67 1.00 82.62 82.62 +1.20D+1.60L PASS PASS0.00 0.041 0.00 ftft0.778 1.67 1.00 82.62 82.62 +1.20D+L PASS PASS0.00 0.025 0.00 ftft0.486 1.67 1.00 82.62 82.62 +1.20D PASS PASS0.00 0.000 0.00 ftft0.001 1.67 1.00 82.62 82.62 +0.90D PASS PASS0.00 0.000 0.00 ftft0.001 1.67 1.00 82.62 82.62 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments D Only 0.013 +D+L 0.013 0.200 -0.700 +D+0.750L 0.013 0.150 -0.525 +0.60D 0.008 L Only 0.200 -0.700 k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumAxial @ Base 0.013 Minimum"0.200 -0.700 MaximumReaction, X-X Axis Base 0.013 P1.49 1700 E St Andrew Pl10/8/2024 Steel Column LIC# : KW-06014491, Build:20.24.07.08 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:Post Project File: ENERCALC_20 Project Title: Engineer: Project ID: Project Descr: k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments Minimum"0.013 MaximumReaction, Y-Y Axis Base 0.013 0.200 -0.700 Minimum"0.013 MaximumReaction, X-X Axis Top 0.013 Minimum"0.013 MaximumReaction, Y-Y Axis Top 0.013 Minimum"0.013 MaximumMoment, X-X Axis Base 0.013 Minimum"0.013 0.200-0.700 -0.700 MaximumMoment, Y-Y Axis Base 0.013 Minimum"0.013 MaximumMoment, X-X Axis Top 0.013 Minimum"0.013 MaximumMoment, Y-Y Axis Top 0.013 Minimum"0.013 .Maximum Deflections for Load Combinations Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance D Only 0.0000 0.000 0.000 ftftinin0.000 +D+L 0.0000 0.456 3.500 ftftinin0.000 +D+0.750L 0.0000 0.342 3.500 ftftinin0.000 +0.60D 0.0000 0.000 0.000 ftftinin0.000 L Only 0.0000 0.451 3.477 ftftinin0.000 .Steel Section Properties :Pipe1-1/2 x-Strong R xx = 0.610 in Depth =1.900 in R yy = 0.610 in J =0.744 in^4 Diameter =1.900 in Wall Thick = 0.200 in Zx =0.549 in^3 Area = 1.000 in^2 Weight =3.656 plf I xx =0.37 in^4 S xx =0.39 in^3 I yy =0.372 in^4 S yy =0.392 in^3 Ycg =0.000 in P1.50 1700 E St Andrew Pl10/8/2024 Steel Column LIC# : KW-06014491, Build:20.24.07.08 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:Post Project File: ENERCALC_20 Project Title: Engineer: Project ID: Project Descr: Sketches P1.51 1700 E St Andrew Pl10/8/2024 P1.52 Lift Design 1700 E St Andrew Pl10/8/2024 P1.53 Lift: Track: Seismic check: Fp = (0.4 ap SDS Wp) (1 + 2 z/h) / (Rp / Ip) = (0.4 x 1 x 1.018) (1 + 2 x 0.5) Wp / (2.5/1) Fp=0.325Wp Fp,min= 0.3SDS Ip Wp = 0.305Wp Fp=0.325Wp Wp= Car weight + Mast weight + Enclosure weight = 250lbs + 600lbs + 900lbs = 1750lbs Fp=0.325 x 1750lbs = 569lbs Design of Studs: L=38' KL=38' Considering at 3 studs, hence loads/3: Weight from track: LL=155lbs/3 = 51lbs @10ft EL=569lbs/3 = 189lbs @5ft If (2) Studs: Pu = (1.2 + 0.2SDS)D + EL + 0.5 LL = (1.2 + 0.2 X 1.018) x 600lbs + 569lbs + 0.5 x 155lbs =1488lbs Wu = 1488lbs / 38ft = 39plf Mu=Wu x L2/8 = 39plf x 382 / 8 = 7039lbs-ft = 84k-in Check bending: fMn = 0.9 Fy Z = 0.9 x 40ksi x 2.435in3 = 87.66k-in DCR= Mu / fMn = 84 / 87.66 = 0.95 < 1, Therefore, use (2) 600S162-33. E=Fp F2=600lbs (DL) F5=155lbs (LL) E=Fp LL (=F5) Tr a c k h e i g h t Tr a c k h e i g h t / 2 OC Probation 1700 East Saint Andrew Place, Santa Ana, California 92705 23-12434 07/24/2024 LR 1700 E St Andrew Pl10/8/2024 MELQART INC STRUCTURAL RICHARD DAOUD Friday, July 12, 2024 7:15 AM ShapeBuilder 13.00.0002 www.iesweb.com Page 1 of 1 Geometric Properties Area 0.689 in^2 Ix 3.586 in^4 Ixy 0.000 in^4 Iy 0.350 in^4 Sx+1.195 in^3 Sx-1.195 in^3 Sy+0.215 in^3 Sy-0.215 in^3 Xc -0.413 in Yc 0.000 in rx 2.282 in ry 0.713 in Principal Properties I1 3.586 in^4 I2 0.350 in^4 S1+1.195 in^3 S1-1.195 in^3 S2+0.215 in^3 S2-0.215 in^3 r1 2.282 in r2 0.713 in α 0.000 deg Plastic Properties Xpna**-0.430 in Ypna**0.000 in Zx**2.435 in^3 Zy**0.483 in^3 ** means transformed by Fy/Fy_base P1.54 1700 E St Andrew Pl10/8/2024 P1.55 Connection at top: Diaphragm check: Reaction at top= 1488lbs /2 = 744lbs Spacing of studs=16"o.c, hence reaction = 744lbs / 1.33' = 560plf Allowable diaphragm strength: Allowable = 1441plf Ultimate = 1.4 x 1441plf = 2017plf DCR= 560plf / 2017plf = 0.27 < 1, Hence OK. Weld check: Ru=744lbs Per AISC Steel Manual, Equation 8-1: D= 1/8 x 16/1= 2 L= 5in (flute width) ϕRn= 1.392kip/in x D x L= 1.392kip/in x 2 x 5in= 13.92kips DCR = 0.744kips / 13.92kips = 0.05 < 1, Hence OK Therefore, use min 1/8" weld. Allowable Diaphragm Shear Strengths, q (plf) and Flexibility Factors, F (in./lb. x 106 ) Attachment Pattern Deck Gage Span (ft-in.) 6'-0" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 14'-0" 36/3 22 q 1507 1468 1453 1439 1427 1416 1407 1398 1390 1383 1377 1371 1366 1360 1352 21 q 1514 1471 1454 1439 1426 1414 1403 1394 1385 1378 1370 1364 1358 1352 1342 20 q 1523 1476 1458 1441 1427 1414 1402 1392 1383 1374 1367 1359 1353 1347 1336 19 q 1547 1493 1471 1452 1435 1420 1407 1395 1384 1374 1365 1357 1349 1342 1329 18 q 1572 1511 1487 1465 1447 1430 1415 1401 1389 1378 1368 1359 1350 1342 1328 16 q 1643 1566 1536 1509 1485 1464 1445 1429 1413 1399 1387 1375 1364 1354 1337 36/4 22 q 1668 1596 1567 1542 1520 1500 1482 1467 1452 1439 1427 1416 1406 1397 1380 21 q 1700 1621 1590 1562 1538 1516 1497 1479 1463 1449 1436 1424 1413 1403 1384 20 q 1735 1649 1615 1585 1558 1534 1513 1494 1477 1461 1447 1434 1422 1411 1391 19 q 1811 1710 1670 1635 1604 1576 1551 1529 1509 1491 1474 1459 1445 1432 1408 18 q 1877 1765 1720 1680 1645 1615 1587 1562 1540 1519 1500 1483 1468 1453 1427 16 q 2046 1905 1848 1799 1755 1716 1682 1650 1622 1597 1573 1552 1532 1514 1481 See footnotes on page 51. OC Probation 1700 East Saint Andrew Place, Santa Ana, California 92705 23-12434 07/24/2024 LR 1700 E St Andrew Pl10/8/2024 P1.56 Connection at bottom: SMS Screws check: Reaction at bottom= 1488lbs /2 = 744lbs Spacing of studs=16"o.c, hence reaction = 744lbs / 1.33' = 560plf Allowable screw steel strength: (ICC ESR-2236) Allowable = 800plf Ultimate = 1.4 x 800plf = 1120plf DCR= 560plf / 1120plf = 0.5 < 1, Hence OK. Therefore, use SDS screws at bottom connection. XU Shotpin check: Reaction at bottom= 1488lbs /2 = 744lbs Spacing of studs=16"o.c, hence reaction = 744lbs / 1.33' = 560plf Allowable load: (ICC ESR-2269) Allowable = 475plf Ultimate = 1.4 x 475plf = 665plf DCR= 560plf / 665plf = 0.84 < 1, Hence OK. Therefore, use XU Shotpin to slab w/1 1/2" min embed. OC Probation 1700 East Saint Andrew Place, Santa Ana, California 92705 23-12434 07/24/2024 LR 1700 E St Andrew Pl10/8/2024 P1.57 Check vertical element: Reaction from floor joists (see Smart Steel output): DL=0.052kips LL=0.26kips Pu=1.2DL+1.6LL = 1.2 x 0.052kips + 1.6 x 0.26kips = 0.48kips Use 400S162-54. See RISA output next page. Check horizontal 12GA clip Pu=1.2DL+1.6LL = 1.2 x 0.052kips + 1.6 x 0.26kips = 0.48kips Check bending: S=bd2 / 6 = 0.1046in x 5in2 / 6 = 0.44in3 I=bd3/ 12 = 0.1046in x 5in3 /12 = 1.09in4 Fy = 50ksi fMn = 0.9 Fy S = 0.9 x 50ksi x 0.44in3 = 19.8k-in Mu = Pu x L = 0.48kips x 8in = 3.84k-in DCR = 3.84 / 19.8 = 0.2 < 1, Hence OK. Check deflection: d = FL3 / 3EI F= DL + LL = 0.312kips d= 312lbs x 8in3 / 3 x 29,000,000psi x 1.09in4 = 0.0017in L/360 = 8/360 = 0.02in L/240 = 8/240 = 0.033in Hence OK. Therefore use 12GA clip. OC Probation 1700 East Saint Andrew Place, Santa Ana, California 92705 23-12434 07/24/2024 LR PDL=0.052kips PLL=0.26kips PDL=0.052kips PLL=0.26kips Check 1/8 weld: Pu= 0.48kips Per AISC Steel Manual, Equation 8-1: D= 1/8 x 16/1= 2 L= 5in ϕRn= 1.392kip/in x D x L= 1.392kip/in x 2 x 5in = 13.92kips DCR =0.48kips / 13.92kips =0.03<1. Hence use 1/8" weld. 1700 E St Andrew Pl10/8/2024 P1.58 Check horizontal element: Reaction from floor joists (see Smart Steel output): DL=0.052kips LL=0.26kips Pu=1.2DL+1.6LL = 1.2 x 0.052kips + 1.6 x 0.26kips = 0.48kips Use 400S162-54. See RISA output next page. OC Probation 1700 East Saint Andrew Place, Santa Ana, California 92705 23-12434 07/24/2024 LR PDL=0.052kips PLL=0.26kips 1700 E St Andrew Pl10/8/2024 Melqart Inc Melqa SK-1 Jul 24, 2024 at 12:17 AM Vertical element.r3d P1.59 Vertical element-3D Graphics 1700 E St Andrew Pl10/8/2024 Melqart Inc Melqa SK-2 Jul 24, 2024 at 12:18 AM Vertical element.r3d P1.60 Dead load only 1700 E St Andrew Pl10/8/2024 Melqart Inc Melqa SK-3 Jul 24, 2024 at 12:18 AM Vertical element.r3d P1.61 Live load only 1700 E St Andrew Pl10/8/2024 Melqart Inc Melqa SK-4 Jul 24, 2024 at 12:19 AM Vertical element.r3d P1.62 Unity Check 1700 E St Andrew Pl10/8/2024 Detail Report: M1 Load Combination:Envelope Code check:0.104 (LC 6) y z y z x Input Data Shape:400S162-54 Member Type:Column Length (ft):4.66 Material Type:Cold Formed Steel Design Rule:Typical Internal Sections:97 Design Code:AISI S100-20: ASD I Node:N1 J Node:N2 I Release:Fixed J Release:Fixed I Offset:N/A J Offset:N/A T/C Only:Both Way Material Properties Material:A653 SS Gr33 E (ksi):29500 G (ksi):11346 Nu:0.3 Therm. Coeff. (/1E5 F):0.65 Density (k/ft ):3 0.49 F (ksi):y 33 F (ksi):u 45 Shape Properties D (in):4 B (in):1.625 t (in):0.057 R (in):0.085 d (in):0.5 I (in ):yy 4 0.159 I (in ):zz 4 1.1 Area (in ):2 0.443 J (in ):4 0.000473 C (in ):w 6 0.56 r (in):o 2.09 X (in):c 0.484 m (in):0.754 j (in):2.25 r (in):z 1.576 r (in):y 0.599 x (in):0 -1.24 S (in ):e,z 3 0.549 S (in ):et,z 3 0.549 S (in ):f,z 3 0.55 S (in ):fy,z 3 0.55 S (in ):e,y 3 0.143 S (in ):et,y 3 0.143 S (in ):f,y 3 0.143 S (in ):fy,y 3 0.311 Design Properties L (ft):b y-y 4.66 L (ft):b z-z 4.66 L :comp top Lbyy L (ft):comp bot 4.66 C :b 1 C :m y-y 0.6 C :m z-z 0.6 K :y-y 1 K :z-z 1 R:N/A y sway:No z sway:No a:N/A Function:Lateral Max Defl Ratio:L/10000 Max Defl Location:0 Span:N/A M1 N1 N2 RISA-3D Version 21 [ Vertical element.r3d ] Page 1 Company Designer Job Number Model Name : : : : Melqart Inc Melqa Checked By : __________ 7/24/2024 12:19:41 AM P1.63 1700 E St Andrew Pl10/8/2024 y Deflection (in) Diagrams: z Deflection (in) 0.478 at 0 ft 0 at 2.04 ft Axial Force (k)y Shear Force (k)z Shear Force (k) Torsion (k-ft)y-y Moment (k-ft)z-z Moment (k-ft) 1.08 at 0 ft 0 at 2.04 ft Axial Stress (ksi)Bending Strong Stress (ksi)Bending Weak Stress (ksi) AISI S100-20: ASD Code Check Limit State Gov. LC Required Available Unity Check Result Applied Loading - Bending/Axial 6 - -- - Applied Loading - Shear + Torsion 7 - -- - Axial Tension Analysis - 0 k 8.754 k - - Axial Compression Analysis - 0.478 k 4.599 k - - Flexural Analysis (Strong Axis)- 0 k-ft 0.831 k-ft - - Flexural Analysis (Weak Axis)- 0 k-ft 0.234 k-ft - - Shear Analysis (Major Axis y)- 0 k 2.603 k 0 PASS Shear Analysis (Minor Axis z)- 0 k 1.88 k 0 PASS Bending & Axial Interaction Check (UC Bending Max)- - -0.104 PASS RISA-3D Version 21 [ Vertical element.r3d ] Page 2 Company Designer Job Number Model Name : : : : Melqart Inc Melqa Checked By : __________ 7/24/2024 12:19:41 AM P1.64 1700 E St Andrew Pl10/8/2024 Melqart Inc Melqa SK-5 Jul 24, 2024 at 12:55 AM Horizontal element.r3d P1.65 Horizontal element-3D Graphics 1700 E St Andrew Pl10/8/2024 Melqart Inc Melqa SK-6 Jul 24, 2024 at 12:57 AM Horizontal element.r3d P1.66 Dead load only 1700 E St Andrew Pl10/8/2024 Melqart Inc Melqa SK-7 Jul 24, 2024 at 12:57 AM Horizontal element.r3d P1.67 Live load only 1700 E St Andrew Pl10/8/2024 Melqart Inc Melqa SK-8 Jul 24, 2024 at 12:58 AM Horizontal element.r3d P1.68 Unity Check 1700 E St Andrew Pl10/8/2024 Detail Report: M1 Load Combination:Envelope Code check:0.602 (LC 6) y z y z x Input Data Shape:400S162-54 Member Type:Beam Length (ft):1.083 Material Type:Cold Formed Steel Design Rule:Typical Internal Sections:97 Design Code:AISI S100-20: ASD I Node:N1 J Node:N2 I Release:Fixed J Release:Fixed I Offset:N/A J Offset:N/A T/C Only:Both Way Material Properties Material:A653 SS Gr33 E (ksi):29500 G (ksi):11346 Nu:0.3 Therm. Coeff. (/1E5 F):0.65 Density (k/ft ):3 0.49 F (ksi):y 33 F (ksi):u 45 Shape Properties D (in):4 B (in):1.625 t (in):0.057 R (in):0.085 d (in):0.5 I (in ):yy 4 0.159 I (in ):zz 4 1.1 Area (in ):2 0.443 J (in ):4 0.000473 C (in ):w 6 0.56 r (in):o 2.09 X (in):c 0.484 m (in):0.754 j (in):2.25 r (in):z 1.576 r (in):y 0.599 x (in):0 -1.24 S (in ):e,z 3 0.549 S (in ):et,z 3 0.549 S (in ):f,z 3 0.55 S (in ):fy,z 3 0.55 S (in ):e,y 3 0.143 S (in ):et,y 3 0.143 S (in ):f,y 3 0.143 S (in ):fy,y 3 0.311 Design Properties L (ft):b y-y 1.083 L (ft):b z-z 1.083 L :comp top Lbyy L (ft):comp bot 1.083 C :b 1.667 C :m y-y 0.6 C :m z-z 0.6 K :y-y 1 K :z-z 1 R:N/A y sway:No z sway:No a:N/A Function:Lateral Max Defl Ratio:L/1720 Max Defl Location:0 Span:1 M1 N1 N2 RISA-3D Version 21 [ Horizontal element.r3d ] Page 1 Company Designer Job Number Model Name : : : : Melqart Inc Melqa Checked By : __________ 7/24/2024 12:58:49 AM P1.69 1700 E St Andrew Pl10/8/2024 0 at 1.08 ft -0.015 at 0 ft y Deflection (in) Diagrams: z Deflection (in) Axial Force (k) -0.052 at 0 ft -0.478 at 0 ft y Shear Force (k)z Shear Force (k) Torsion (k-ft)y-y Moment (k-ft) 0.518 at 1.08 ft z-z Moment (k-ft) Axial Stress (ksi) 11.304 at 1.08 ft -11.304 at 1.08 ft Bending Strong Stress (ksi)Bending Weak Stress (ksi) AISI S100-20: ASD Code Check Limit State Gov. LC Required Available Unity Check Result Applied Loading - Bending/Axial 6 - -- - Applied Loading - Shear + Torsion 6 - -- - Axial Tension Analysis - 0 k 8.754 k - - Axial Compression Analysis - 0 k 4.874 k - - Flexural Analysis (Strong Axis)- 0.518 k-ft 0.904 k-ft - - Flexural Analysis (Weak Axis)- 0 k-ft 0.236 k-ft - - Shear Analysis (Major Axis y)- 0.478 k 2.603 k 0.184 PASS Shear Analysis (Minor Axis z)- 0 k 1.88 k 0 PASS Bending & Axial Interaction Check (UC Bending Max)- - -0.602 PASS RISA-3D Version 21 [ Horizontal element.r3d ] Page 2 Company Designer Job Number Model Name : : : : Melqart Inc Melqa Checked By : __________ 7/24/2024 12:58:50 AM P1.70 1700 E St Andrew Pl10/8/2024 F5 F6 F1 F4 F3 F2 F5 F6 F1 F3 F2 F4 P1.71 1700 E St Andrew Pl10/8/2024