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HomeMy WebLinkAbout1700 E St Andrew - PlanX X X X X X X X GFI FE +85" K 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 A-0.4 OVERALL SITE PLAN A-0.5 SITE PLAN AND ACCESSIBLE PATH OF TRAVEL A-0.5A EXISTING AND PROPOSED OVERALL FIRST FLOOR PLAN A-0.5B EXISTING AND PROPOSED OVERALL 2ND FLOOR PLAN A-0.6 BASE BUILDING ACCESSIBILITY NOTES A-0.6B BASE BUILDING ACCESSIBILITY NOTES A-0.7 FIRST FLOOR - ENLARGED RESTROOM PLANS A-0.7A FIRST FLOOR - ENLARGED RESTROOM PLANS A-0.7B FIRST FLOOR - ENLARGED RESTROOM PLANS A-0.7C FIRST FLOOR - ENLARGED RESTROOM PLANS A-.07D SECOND FLOOR - ENLARGED RESTROOM PLANS A-0.8A ENLARGED SITE PLAN EAST PARKING LOT - DEMOLITION PLAN A-0.8B ENLARGED SITE PLAN EAST PARKING LOT - CONSTRUCTION PLAN A-0.8C ENLARGED SITE PLAN EAST PARKING LOT - DEMOLITION AND CONSTRUCTION PLAN A-0.8D ENLARGED SITE PLAN SOUTH EAST PARKING LOT - DEMOLITION AND CONSTRUCTION PLAN A-0.8E ENLARGED SITE PLAN WEST PARKING LOT - DEMOLITION AND CONSTRUCTION PLAN A-0.8F ENLARGED SITE PLAN SOUTH PARKING LOT - DEMOLITION AND CONSTRUCTION PLAN A-0.8G ENLARGED SITE PLAN SOUTH PARKING LOT - DEMOLITION AND CONSTRUCTION PLAN A-0.9 RAMP ENLARGED PLANS, ELEVATIONS, AND SITE DETAILS A-0.9A EXTERIOR ELEVATIONS - CANOPIES AND FENCING A-0.9B EXTERIOR ELEVATIONS - FENCING A-30.0 DETAILS STRUCTURAL PLANS S1.1 GENERAL NOTES S1.1.1 GENERAL NOTES S2.0 OVERALL SITE PLAN A3.1 SECTIONS AND DETAILS ELECTRICAL PLANS (FOR REFERENCE ONLY) E-0.1 ELECTRICAL LEGEND, NOTES, INDEX, AND ABBREVIATIONS E-0.2 TITLE-24 INDOOR LIGHTING COMPLIANCE FORMS E-0.3 GENERAL ELECTRICAL SPECIFICATIONS E-1.1 LIGHTING SCHEDULE + DETAILS E-2.1A 1ST FLOOR - POWER PLAN A-2.1B 1ST FLOOR - DEMO POWER PLAN + POWER PLAN A-3.1A 1ST FLOOR LIGHTING PLAN A-3.1B 1ST FLOOR LIGHTING PLAN PLUMBING PLANS (FOR REFERENCE ONLY) P-0.1 PLUMBING LEGENDS, NOTES, INDEX, SCHEDULES, AND ABBREVIATIONS P-0.2 PLUMBING DETAILS P-0.3 PLUMBING SPECIFICATIONS P-0.4 PLUMBING SPECIFICATIONS P-1.1A PLUMBING DEMOLITION PLAN - 1ST FLOOR P-1.1B PLUMBING DEMOLITIONS PLAN - 1ST FLOOR P-2.1A PLUMBING NEW PLAN - 1ST FLOOR P-2.1B PLUMBING NEW PLAN - 1ST FLOOR CIVIL PLANS (FOR REFERENCE ONLY) C-1.00 GENERAL NOTES, SHEET INDEX, LEGENDS AND ABBREVIATIONS C-1.01 REFERENCE SURVEY C-1.02 REFERENCE SURVEY CD-1.00 SITE DEMOLITION PLAN C-2.00 SITE CONTROL PLAN C-2.01 CURVE DATA C-3.00 SITE GRADING PLAN C-5.00 MISCELLANEOUS DETAILS C-6.00 EROSION CONTROL PLAN C-6.01 EROSION CONTROL DETAILS 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 NUMBER OF FLOORS:3 TOTAL SITE AREA:±439,770 TOTAL BUILDING AREA:1ST FLOOR ±74,172 SQ. FT. 2ND FLOOR ±56,414 SQ. FT. 3RD FLOOR ±39,466 SQ. FT. TOTAL AREA ±170,052 SQ. FT. AREA OF WORK:SITE ±45,500 SQ. FT. 1ST FLOOR ±1,965 SQ. FT. 2ND FLOOR ±855 SCOPE OF WORK:TENANT IMPROVEMENT WORK ON 2,820 SQ. FT. OF THE TOTAL FLOOR AREA ON THE FIRST AND SECOND FLOOR TO UPDATE RESTROOMS TO BE ACCESSIBLY COMPLIANT. SITE IMPROVEMENTS ON 45,500 SQ. FT. OF ACCESSIBILITY UPGRADES TO THE PARKING STALLS AND PATH OF TRAVEL. ADDITIONAL SITE IMPROVEMENT SCOPE INCLUDES NEW FENCING, NEW CANOPIES, AND LIGHTING OVER DOORS AT CANOPIES. 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 AND THE AMERICANS WITH DISABILITIES ACT (ADA) FOR DISABLED ACCESS REQUIREMENTS. 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 ) 2022 CALIFORNIA 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 ) AMERICANS WITH DISABILITIES ACT (ADA) 5. SEPARATE PERMITS KEY PLAN LOCATION PLAN PROJECT INFORMATION DRAWING INDEX 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 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. XX XX 1 CLOSE STOP OPEN B L C 4 2 CONTROL PANEL SEE BELOW 4' - 0 " M A X . LC 2'- 1 1 " MI N . A . F . F . 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. 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. HALL LANTERN L C LC LC FLOOR LANDING ON BOTH SIDES CALL BUTTON GRAB BAR 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. CENTER OPENING DOOR ALARM ELEVATOR CONTROL PANEL S 3 ELEVATOR EXTERIOR ELEVATION ELEVATOR INTERIOR ELEVATION GRAB BAR SIDE OPENING DOOR ELEVATOR TYPICAL MOUNTING HEIGHT ELEVATION 1 1 2" 2" PLACE STAR ALONGSIDE MAIN EXIST FLOOR NUMBER 5 8" MIN. CHARACTERS AND SYMBOLS HEIGHT 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 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 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 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. 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). 3'-0" MIN. 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 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 " 1'- 6 " 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" CONTACT DIRECTORY CLIENT: MICHAEL EMBREE DRAWBRIDGE SAINT ANDREW, LLC 3 EMBARCADERO CTR., SUITE 2310 SAN FRANCISCO, CA 94111 PHONE: 415-391-4440 CIVIL ENGINEER: VCA ENGINEERS, INC. 2151 MICHELSON DRIVE, #240 IRVINE, CA 92612 PHONE: 949-679-0870 CONTACT: ROGER ZELAYA EMAIL: ROGER.ZELAYA@VCAENG.COM 1700 E ST ANDREW PL SANTA ANA, CA 92705 N SITE LOCATION SCOPE OF WORK SCOPE OF WORK SCOPE OF WORK SCOPE OF WORK SCOPE OF WORK SCOPE OF WORK 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 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 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 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 PARKING SUMMARY BUILDING OCCUPANCY: B (OFFICE, BUSINESS USE) BUILDING AREA FIRST FLOOR = 74,172 SQ. FT. SECOND FLOOR = 56,414 SQ. FT. THIRD FLOOR = 39,466 SQ. FT. TOTAL BUILDING AREA AREA = 170,052 SQ. FT. REQUIRED PARKING PER CITY OF SANTA ANA OFF-STREET PARKING REQUIREMENTS SEC. 41-1342, PARKING REQUIRED FOR OFFICE/BUSINESS USE: THREE (3) SPACES FOR EACH ONE THOUSAND (1,000) SQUARE FEET OF GROSS FLOOR AREA REQUIRED PARKING = 172,652 SQ. FT. @ 3 STALLS/1,000 SQ. FT.= 511 STALLS REQUIRED PROVIDED PARKING TOTAL PARKING PROVIDED = 638 TOTAL STALLS PROVIDED SURPLUS STALLS = 127 SURPLUS STALLS ACCESSIBLE STALLS REQUIRED 2% OF TOTAL PROVIDED PARKING (PER CBC TABLE 11B-208.2)= 13 ACCESSIBLE STALLS REQUIRED ACCESSIBLE STALLS PROVIDED = 14 ACCESSIBLE STALLS PROVIDED 8 STANDARD STALLS 6 VAN STALLS SEE SHEET A-0.4 FOR ADDITIONAL PARKING INFORMATION AND FOR OVERALL SITE PLAN 1 1 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L,CENSE ARC ,EC S AE O CAL,ORN,A Bldg# 101120027-28 Plmg# 30147489 APPROVALS: PLNG - FArias BLDG - CSG Consultants PLMG - CSG Consultants 1700 E St Andrew Pl - ADA Upgrades12/2/2024 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 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 01 00 00 GENERAL REQUIREMENTS 01 11 00 - SUMMARY OF WORK 1 TENANT IMPROVEMENT WORK ON ±500 SQ. FT. OF THE TOTAL FLOOR AREA. NEW WALL, POWER, LIGHTING AND FINISHES. 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-2.0 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-2.0 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-5.0 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-5.0. 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. NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 GENERAL NOTES AND SPECIFICATIONS 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 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 CONSTRUCTION SPECIFICATIONS10 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-5.1 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. 11 418.5 FLOOR SLOPE. FLOORS SHALL BE SLOPED TO FLOOR DRAINS. 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.) 27 00 00 COMMUNICATIONS 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. NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 X X X X X X X X X X X X X X XXX X X X X X GF I FE OVERALL SITE PLAN AS NOTED LEGEND OVERALL SITE PLAN 1SCALE: 1/32"=1'-0" N PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 A-0.4 KEYNOTES EXISTING PARKING STRIPING TO REMAIN.1 EXISTING LANDSCAPE AREA TO REMAIN.2 EXISTING PLANTERS TO REMAIN.3 PRIMARY PUBLIC ENTRANCE. SEE SHEET A-0.5 FOR ACCESSIBLE PATH OF TRAVEL.4 EXISTING PAVED AREAS TO REMAIN.5 AREA NOT IN CONTRACT (N.I.C.). PARKING STRIPING COMPLYING WITH CITY OF SANTA PARKING DESIGN STANDARDS NEW CONCRETE PAVING 1B A-0.8c 1 A-0.8a 1 A-0.8b 1A A-0.8e NEWDEMOLITION NEWDEMOLITION NEWDEMOLITION 1A A-0.8c 1B A-0.8d NEWDEMOLITION 1A A-0.8d 1B A-0.8e EA S T S T A N D R E W S P L A C E SOUTH LYON STREET EAST PARKING LOT SOUTH PARKING LOT WEST PARKING LOT 1B A-0.8f NEWDEMOLITION 1A A-0.8f 1B A-0.8g DEMOLITION 1A A-0.8g NEW PARKING SUMMARY A A-0.7 B A-0.7 D A-0.7 C A-0.7 BUILDING OCCUPANCY: B (OFFICE, BUSINESS USE) BUILDING AREA THREE STORY BUILDING: FIRST FLOOR = 74,172 SQ. FT. SECOND FLOOR = 56,414 SQ .FT. THIRD FLOOR = 39,466 SQ. FT. TOTAL BUILDING AREA = 170,052 SQ. FT. REQUIRED PARKING PER CITY OF SANTA ANA OFF-STREET PARKING REQUIREMENTS SEC. 41-1342, PARKING REQUIRED FOR OFFICE/BUSINESS USE: THREE (3) SPACES FOR EACH ONE THOUSAND (1,000) SQUARE FEET OF GROSS FLOOR AREA REQUIRED PARKING = 170,052 S.F. @ 3 STALLS/1,000 S.F. = 511 STALLS REQUIRED PER CBC 11B-208.2, MINIMUM REQUIRED ACCESSIBLE STALLS : 501 TO 1000 REQUIRED 2% OF TOTAL STALLS TO BE ACCESSIBLE STALLS REQUIRED ACCESSIBLE STALLS = 518 STALLS x 2%= 11 ACCESSIBLE STALLS 2 VAN STALLS 9 STANDARD STALLS PROVIDED PARKING TOTAL EXISTING STALLS = 666 TOTAL STALLS EXISTING SURPLUS STALLS (666 EXISTING - 511 REQUIRED)= 155 STALLS TOTAL PROPOSED STALLS = 638 TOTAL STALLS PER CBC 11B-208.2, MINIMUM REQUIRED ACCESSIBLE STALLS: 501 TO 1000 REQUIRED 2% OF TOTAL STALLS TO BE ACCESSIBLE STALLS = 13 ACCESSIBLE STALLS REQUIRED PROPOSED PARKING SUMMARY: NEW PROVIDED STANDARD STALLS = 624 STALLS NEW PROVIDED ACCESSIBLE STALLS = 14 STALLS STANDARD STALLS 8 STALLS VAN STALLS 6 STALLS PROPOSED STALLS LOST = 28 STALLS NEW SURPLUS STALLS (638 PROVIDED - 511 REQUIRED)= 127 STALLS NOTE: SUFFICIENT PARKING IS PROVIDED NEW ACCESSIBLE PARKING STALLS. SEE ENLARGED PLANS FOR MORE INFORMATION.6 NEW ACCESSIBLE WALKWAY. SEE ENLARGED PLANS FOR MORE INFORMATION. 7 NEW ACCESSIBLE RAMP. SEE ENLARGED PLANS FOR MORE INFORMATION. 8 NEW 6'-0" HIGH FENCING. SEE ENLARGED PLANS FOR MORE INFORMATION. 9 NEW STANDARD PARKING STRIPING COMPLYING WITH CITY OF SANTA ANA PARKING DESIGN STANDARDS. SEE ENLARGED PLANS FOR MORE INFORMATION. 10 INTERIOR RESTROOMS TO BE RENOVATED TO COMPLY WITH CALIFORNIA BUILDING CODE ACCESSIBILITY REQUIREMENTS. SEE ENLARGED PLANS FOR MORE INFORMATION. 12 1 TYP. 1 TYP. 1 TYP. 2 TYP. 2 TYP. 2 TYP. 2 TYP. 2 TYP. 3 TYP. 3 TYP. 3 TYP. 3 TYP. 3 TYP. 4 5 TYP. 5 TYP. 5 5 TYP. 6 TYP. 6 7 TYP. 6 TYP. 7 TYP. 8 TYP. 8 TYP. 8 9 10 TYP. 7 TYP. 11 12 12 12 12 EXISTING SITE ELEMENT TO REMAIN PARKING STRIPING COMPLYING WITH CITY OF SANTA PARKING DESIGN STANDARDSXXX 4 4 NEW 8'-0" HIGH FENCING. SEE ENLARGED PLANS FOR MORE INFORMATION.11 10 10TYP. 20'-0" WIDE MIN. FIRE ACCESS LANE DASHED LINE INDICATED FIRE LANE CURBS TO BE PAINTED SAFETY RED PER OCFA REQUIREMENTS EXISTING FIRE HYDRANT TO REMAIN 20'-0" MIN. WIDE FIRE ACCESS LANE WITH 40'-0" MIN. OUTSIDE TURNING RADIUS AND 20'-0" MIN. INSIDE TURNING RADIUS. 13 DASHED LINE INDICATES FIRE LANE CURBS TO BE PAINTED OSHA SAFETY RED, WITH 3" MIN HIGH "FIRE LANE - NO PARKING" LETTERING IN WHITE ON TOP OF CURB SPACED AT 30'-0" O.C. OR PORTION THEREOF TO COMPLY WITH OCFA REQUIREMENTS. 14 FIRE LANE ENTRANCE SIGN PER OCFA'S GUIDELINES.15 13 TYP. 13 TYP.13 TYP. EXISTING FIRE HYDRANT TO REMAIN.16 16 TYP. 16'-0" WIDE SLIDING GATE. PROVIDE KNOX BOX FOR FIRE DEPARTMENT ACCESS. SEE DETAIL 19/A-0.9B.17 17 17 156TYP. 15 1616 16 16 16 16 15 13 TYP. 13 TYP. 14 TYP. 14 TYP. 14 TYP. 14 TYP. 14 TYP. 14 TYP. 14 TYP.14 TYP. TYP. 14 TYP.14 TYP. 14 TYP. CONCRETE CURBS TO BE RE-WORKED TO MEET OCFA TURNING RADIUS. SEE DETAIL 18/A-30.018 18 18 18 2 2 2 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 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" (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 5.0% M A X . 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. 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 - 3'-0" TRUNCATED DOME CURB RAMP 8.33% MAX. SLOPE WALK/LANDING 5% MAX. SLOPE WALK\LANDING 5% MAX. SLOPE 2% MA X . 2% MA X . DETECTABLE WARNING TO EXTEND THE FULL WIDTH OF THE CURB RAMP UP TO WITHIN 2" MAX ON EITHER SIDE 6'-0" SLOPED AREA 2% MA X . 4' - 0 " MI N . W I D E 18 - NOTES: SEE CIVIL DRAWINGS FOR MORE INFORMATION. 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 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 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-0.51'-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 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 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 X +8'-5" GF I FE PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 1ST FLOOR A-0.5A EXISTING AND PROPOSED OVERALL 1ST FLOOR PLAN AS NOTED PROPOSED OF OVERALL FIRST FLOOR PLAN SCALE: 1/16"=1'-0" 1 N SUITE 150 - COUNTY OF ORANGE YOUTH REPORT CENTERSUITE 100 - NIC SUITE 100 - NIC SUITE 150 - COUNTY OF ORANGE YOUTH REPORT CENTER SUITE 150 - COUNTY OF ORANGE YOUTH REPORT CENTER SUITE 125 - COUNTY OF ORANGE TRAINING AND VOLUNTEER SERVICES COMMON AREA BUILDING LOBBY (N.I.C) 1-HOUR FIRE RATED TUNNEL LOBBY SUITE 125 - COUNTY OF ORANGE TRAINING AND VOLUNTEER SERVICES COMMON AREA EXIT CORRIDOR (N.I.C) COMMON AREA STAIR ACCESS (N.I.C) SUITE 125 MAIN ENTRY 1-HOUR FIRE RATED TUNNEL LOBBY EXISTING/DEMOLITION OF OVERALL 1ST FLOOR PLAN SCALE: NTS 2 N NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 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 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 OPEN BELOW OPEN BELOW OPEN BELOW SFEC 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 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 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 2ND FLOOR A-0.5B EXISTING AND PROPOSED OVERALL 2ND FLOOR PLAN AS NOTED PROPOSED OF OVERALL 2ND FLOOR PLAN SCALE: 1/16"=1'-0" 1 N OPEN BELOW ELEVATOR LOBBY 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 SUITE 225 - COUNTY OF ORANGE TRAINING AND VOLUNTEER SERVICES SUITE 200 - NIC 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 N NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 48" M I N . (D) 48" MIN. (C) 48" MIN. (B) 48" MIN. (A) 60 " M I N . (A) PASSING SPACE CONFIGURATION 60" MIN. X> 6 0 " *EXCEPTIONS 1.THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32" MIN. FOR A LENGTH OF 24" MAX. PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48" LONG MIN. AND 36" WIDE MIN. 2.THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE 44" MIN. 3.THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48" MIN.. WHEN, BECAUSE OF RIGHT-OF-WAY RESTRICTIONS, NATURAL BARRIERS OR OTHER EXISTING CONDITIONS, THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THE 48" CLEAR SIDEWALK WIDTH WOULD CREATE AN UNREASONABLE HARDSHIP, THE CLEAR WIDTH MAY BE REDUCED TO 36". 4.THE CLEAR WIDTH FOR AISLES SHALL BE 36" MIN. IF SERVING ELEMENTS ON ONLY ONE SIDE, AND 44" MIN. IF SERVING ELEMENTS ON BOTH SIDES. 5.THE CLEAR WIDTH FOR ACCESSIBLE ROUTES TO ACCESSIBLE TOILET COMPARTMENTS SHALL BE 44" EXCEPT FOR DOOR-OPENING WIDTHS AND DOOR SWINGS. 36 " M I N . * (B) EXCEPTION 1 36 " M I N . 32 " M I N . 24" MAX.48" MIN.24" MAX. (A) MINIMUM CLEAR WIDTH, MAX. SLOPE 2.0% MAX. 5.0% MAX. (TYP UON) 48 " M I N . 42" MIN.X<48"42" MIN. (A) 180 DEGREE TURN 18" MIN. 60 " M I N . (A) RECESSED DOOR, PULL SIDE (B) RECESSED DOOR PUSH SIDE 48 " M I N . ADD 12" IF A CLOSER AND LATCH ARE PROVIDED ADD 6" AT EXTERIOR SIDE OF EXTERIOR DOORS 60 " M I N . X> 8 " X> 8 " (B) PARALLEL APPROACH 48 " M I N . X> 2 4 " 36" MIN. 60" MIN. X> 1 5 " 30 " M I N . (A) FORWARD APPROACH >10"-24" MAX. 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 15 " M I N . 48 " M A X . 10" MAX. UNOBSTRUCTED SIDE REACH 17"-25" 30 " M I N . 9" 6" MAX. (A) ELEVATION (B) PLAN TOE CLEARANCE 15 " M I N . 48 " M A X . UNOBSTRUCTED FORWARD REACH Y≥60 " 36" MIN.X<48"36" MIN. (B) 180 DEGREE TURN (EXCEPTION) (B) ALTERNATE PASSING SPACE CONFIGURATION X> 6 0 " 36 " M I N . 48" MIN.36" MIN.48" MIN. 48 " M I N . NOTE: WHEN THE ACCESSIBLE ROUTE IS LESS THAN 60" MIN. PASSING SPACES SHALL BE PROVIDED AT INTERVALS OF 200' MAX. (B) T-SHAPED 60" MIN. 60 " M I N . 36" MIN. 12" MIN.12" MIN. 24 " M I N . 36 " M I N . 60" MIN. (A) CIRCULAR (A) FORWARD APPROACH 48 " M I N . 30 MIN. 30 " M I N . 48" MIN. (B) PARALLEL APPROACH (1) THE CLEAR FLOOR SPACE (CFS) MUST BE STABLE, FIRM, AND SLIP RESISTANT. (2) OPENINGS MUST NOT ALLOW THE PASSAGE OF A SPHERE MORE THAN 1/2" IN DIAMETER. ELONGATED OPENINGS MUST BE PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. CHANGES IN LEVEL ARE NOT PERMITTED WITHIN THE CLEAR FLOOR SPACE. SLOPES WITHIN THE CFS MUST BE NO GREATER THAN 2% THE CFS MAY INCLUDE COMPLIANT KNEE AND TOE CLEARANCE. ONE FULLY UNOBSTRUCTED SIDE OF THE CFS MUST ADJOIN AN ACCESSIBLE ROUTE OPR ANOTHER CLEAR FLOOR OR GROUND SPACE X≥80 " 4" MAX. X> 2 7 " LIMITS OF PROTRUDING OBJECTS 27 " M A X . X< 8 0 " GUARDRAIL OR BARRIER 18" MIN. 60 " M I N . (A) FRONT APPROACH, PULL SIDE (B) FRONT APPROACH, PUSH SIDE 48 " M I N . ADD 12" IF A CLOSER AND LATCH ARE PROVIDED ADD 6" AT EXTERIOR SIDE OF EXTERIOR DOORS 60" MIN. 36 " M I N . (C) HINGE APPROACH, PULL SIDE (D) HINGE APPROACH, PUSH SIDE (E) LATCH APPROACH, PULL SIDE (F) LATCH APPROACH, PUSH SIDE 44" MIN. 22 " M I N . 60" MIN. 24 " M I N . 44" MIN.ADD 4" IF A CLOSER IS PROVIDED 24 " M I N . ADD 4" IF A CLOSER IS PROVIDED 9" M I N . 8" MIN. 27 " M I N . 11" MIN. 25" MAX. 30 " M I N . (A) ELEVATION (B) PLAN KNEE CLEARANCE CONTRASTING COLOR STRIPE SHALL BE 2"-4" WIDE, POSITIONED PARALLEL TO AND NOT MORE THAN 1" AWAY FROM THE NOSE. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP AND SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE REST OF THE TREADS. PAINTED STRIPES ARE ACCEPTABLE. GROOVES ARE NOT ACCEPTABLE. WHERE REQUIRED: 1.INTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND THE LOWER TREAD MARKED BY A COLOR STRIPE PROVIDING CLEAR VISUAL CONTRAST. 2.EXTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND ALL TREADS MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. PROVIDE CONTINUOUS HANDRAILS ON BOTH SIDES OF THE STAIRS FOR THE FULL LENGTH OF EACH STAIR FLIGHT HANDRAIL EXTENSIONS (REF. DETAIL X/A-0.6A) MUST BE PROVIDED AT THE TOP AND BOTTOM OF EACH STAIR FLIGHT AND MUST RETURN TO A WALL, GUARD, OR THE LANDING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT NOTE: INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS 1 1/2" MIN. 1 1 / 2 " MI N . 1" MAX.2"-4" CONTRASTING COLOR STRIP 1 1/ 4 " - 2 " (C) CIRCULAR HANDRAIL SECTION PROFILE (SCALE 6" = 1'-0" ) 34 " - 3 8 " 1 TREAD DEPTH 12" MIN. 12" MIN. 11" MIN. UNIFORM TREAD DEPTH 4"-7" UNIFORM RISER HEIGHT (B) SECTION/ELEVATION(B-ALT) ALT. SECTION/ELEVATION X>27" 12" MAX. NOTE: IN ALTERATIONS, WHERE THE EXTENSION OF THE HANDRAIL IN THE DIRECTION OF STAIR FLIGHT WOULD CREATE A HAZARD, THE EXTENSION OF THE HANDRAIL MAY BE TURNED 90 DEGREES FROM THE DIRECTION OF THE STAIR FLIGHT. 4"-6 1/4" PERIMETER 4"-6 1/4" PERIMETER (D) NON-CIRCULAR HANDRAIL SECTION PROFILES (3" = 1'-0" SCALE) 2 1/4" MAX. 2 1/ 4 " M A X . (A) 12" MAX. X= 2 7 " - X = 8 0 " 12" MAX. (B) 27 " M A X X>12"X>12" 80 " M A X POST-MOUNTED PROTRUDING OBJECTS 2.0% M A X 2.0% M A X . A-0.6 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 BASE BUILDING ACCESSIBILITY NELSON ALGAZE No. C-21090 REN. 03/31/2021 L CENSE ARC EC SAE O CAL ORNA PROVIDE CONTINUOUS HANDRAILS ON BOTH SIDES OF RAMP FOR THE FULL LENGTH OF EACH RAMP RUN 1 1/2" MIN. 1 1 / 2 " MI N . RAM P D O W N 8 . 3 3 % M A X . 2.0% M A X 2.0% M A X . 1 1/ 4 " - 2 " 4"-6 1/4" PERIMETER 4"-6 1/4" PERIMETER (D) NON-CIRCULAR HANDRAIL SECTION PROFILES (3" = 1'-0" SCALE) (C) CIRCULAR HANDRAIL SECTION PROFILE (SCALE 6" = 1'-0" ) X>27" 12" MAX. AT L E A S T A S W I D E A S T H E WI D E S T R A M P R U N (T Y P . F O R A L L R A M P LA N D I N G S U . O . N . ) 6'-0" MIN. BOTTOM LANDING 5'-0" MINIMUM INTERMEDIATE LANDING (STRAIGHT) 5'-0" MINIMUM INTERMEDIATE LANDING (CHANGE IN DIRECTION) 6' - 0 " M I N I M U M IN T E R M E D I A T E L A N D I N G (C H A N G E I N D I R E C T I O N ) 5' - 0 " M I N I M U M TO P L A N D I N G TOP LANDING WITH A CHANGE IN DIRECTION SHOWN RAMP RUN DOWN 2.0% MAX. 2.0% MAX. 8.3% MAX. 2.0% MAX. RA M P R U N DO W N RAMP RUN DOWN 8.3% MAX. 2.0% MAX. 2.0% MAX. 2.0% MAX. 2.0% MAX. 2.0% MAX. 8.3% MAX. 2.0% MAX. 2.0% MAX. 2.0% MAX. 5'-0" MINIMUM TOP LANDING PROVIDE EDGE PROTECTION PER DETAIL X/A-0.6A AT EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS WHERE A CHANGE IN LEVEL OCCURS. EXCEPTIONS: 1.WHERE RAMPS ARE NOT REQUIRED TO HAVE HANDRAILS AND HAVE FLARED SIDES. 2.ON THE SIDES OF RAMP LANDINGS SERVING AN ADJOINING RAMP RUN OR STAIR. 3.WHERE AN ABRUPT CHANGE IN LEVEL OF 1/2" MAX. OCCURS WITHIN 10" OF THE MINIMUM LANDING AREA. EDGE PROTECTION (CURB OR BARRIER) SHALL PROVIDE A CONTINUOUS AND UNINTERRUPTED BARRIER ALONG THE LENGTH OF A RAMP TO PREVENT WHEEL ENTRAPMENT. HANDRAIL EXTENSIONS (REF. DETAIL X/A-0.5A) MUST BE PROVIDED AT THE TOP AND BOTTOM LANDINGS OF EACH RAMP RUN AND MUST RETURN TO A WALL, GUARD, OR THE LANDING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN. NOTE: INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS 34 " - 3 8 " 12" MIN. 12" MIN. NOTE: IN ALTERATIONS, WHERE THE EXTENSION OF THE HANDRAIL IN THE DIRECTION OF STAIR FLIGHT WOULD CREATE A HAZARD, THE EXTENSION OF THE HANDRAIL MAY BE TURNED 90 DEGREES FROM THE DIRECTION OF THE STAIR FLIGHT. NOTES: ·THE CLEAR WIDTH OF A RAMP RUN MUST BE 48" MINIMUM. ·LANDINGS MUST BE AT LEAST AS WIDE AS THE RAMP RUN LEADING TO THE LANDING. ·WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES ARE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. DOORS, IN ANY POSITION, MUST NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42" ·LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER. HANDRAILS MAY PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP AT EACH SIDE A MAXIMUM OF 3 1/2" AT THE HANDRAIL HEIGHT 2 1/4" MAX. 30 " M A X . R I S E F O R EA C H R A M P R U N 2 1/ 4 " M A X . (D) EDGE PROTECTION - BARRIER (D) EDGE PROTECTION - CURB CURB 4" HIGH MIN. TO PREVENT THE PASSAGE OF A 4" DIAMETER SPHERE GUIDE RAIL POSITIONED TO PREVENT THE PASSAGE OF A 4" DIAMETER SPHERE (D) LANDINGS (B) HANDRAIL MOUNTING HEIGHT AND EXTENSIONS (A) EXAMPLE (A) EXAMPLE PASSING SPACES 5SCALE: 1/4" = 1'-0" ALCOVES 4SCALE: 1/4" = 1'-0" TURNING SPACE 3SCALE: 3/8" = 1'-0" CLEAR WIDTH AT TURN 2SCALE: 1/4" = 1'-0" ACCESSIBLE ROUTE MIN. WIDTH 1SCALE: 1/4" = 1'-0" PROTRUDING OBJECTS 10SCALE: 3/8" = 1'-0"REDUCED VERTICAL CLEARANCE 15SCALE: 1/4" = 1'-0" OBSTRUCTED REACH 9SCALE: 1/4" = 1'-0" UNOBSTRUCTED REACH 8SCALE: 1/4" = 1'-0" KNEE & TOE CLEARANCE 7SCALE: 1/4" = 1'-0" REQUIRED CLEAR FLOOR SPACE 6SCALE: 1/4" = 1'-0" DOORS IN SERIES 14SCALE: 1/4" = 1'-0" RECESSED DOOR MANEUVERING 13SCALE: 1/4" = 1'-0" DOOR MANEUVERABILITY 12SCALE: 1/4" = 1'-0" STAIRWAYS 16SCALE: 1/4" = 1'-0" RAMPS 20SCALE: 1/4" = 1'-0" NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 MEN W0MENRESTROOM MEN W0MENRESTROOM 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 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 BASE BUILDING ACCESSIBILITY 1/2" = 1'-0" TYP UON1ACCESSIBLE RESTROOM SIGNAGE GEOMETRIC SYMBOLS 1.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" THICK AND 12" IN DIAMETER WITH A 1/4" THICK EQUILATERAL TRIANGLE SYMBOL SUPERIMPOSED ON AND GEOMETRICALLY INSCRIBED WITHIN THE 12" DIAMETER OF THE CIRCLE SYMBOL. THE VERTICES OF THE TRIANGLE SYMBOL SHALL BE LOCATED 1/4" MAX. 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. 2.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" THICK WITH EDGES 12" 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. 3.A CIRCLE SYMBOL SHALL BE LOCATED AT ENTRANCES TO WOMEN’S TOILET AND BATHING FACILITIES. THE CIRCLE SYMBOL SHALL BE 1/4" THICK AND 12" 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. 58 " T O 6 0 " A F F EQ. ±1"EQ. ±1" ℄ ℄ 48 " M I N . M E A S U R E D T O T H E B A S E L I N E O F TH E L O W E S T B R A I L L E A N D 6 0 " M A X . ME A S U R E D T O T H E B A S E L I N E O F H I G H E S T LI N E O F R A I S E D C H A R A C T E R S 10 7 / 8 " M A X . ℄ OF RAISED CHARACTERS THE TACTILE SIGN MUST BE POSITIONED TO PROVIDE AN 18" X 18" CLEAR FLOOR SPACE BEYOND THE ARC OF ANY DOOR SWING, CENTERED ON RAISED CHARACTERS, AND POSITIONED WITHIN 3" OF THE TACTILE SIGN 58 " T O 6 0 " A F F EQ. ±1"EQ. ±1" ℄ ℄ 48 " M I N . M E A S U R E D T O T H E B A S E L I N E O F TH E L O W E S T B R A I L L E A N D 6 0 " M A X . ME A S U R E D T O T H E B A S E L I N E O F H I G H E S T LI N E O F R A I S E D C H A R A C T E R S 58 " T O 6 0 " A F F EQ. ±1"EQ. ±1" ℄ 48 " M I N . M E A S U R E D T O T H E B A S E L I N E O F TH E L O W E S T B R A I L L E A N D 6 0 " M A X . ME A S U R E D T O T H E B A S E L I N E O F H I G H E S T LI N E O F R A I S E D C H A R A C T E R S MEN'S RESTROOM DOOR WOMEN'S RESTROOM DOORUNISEX/ALL GENDER RESTROOM DOOR MOUNT TACTILE SIGN ADJACENT TO THE LATCH SIDE OF THE DOOR GEOMETRIC SYMBOL (2) MOUNT TACTILE SIGN ADJACENT TO THE LATCH SIDE OF THE DOOR GEOMETRIC SYMBOL (3) MOUNT TACTILE SIGN ADJACENT TO THE LATCH SIDE OF THE DOOR GEOMETRIC SYMBOL (1) TACTILE SIGN POSITION ISA REQUIRED FOR WHERE RESTROOMS ARE ACCESSIBLE 6" M I N . P I C T O G R A M FI E L D H E I G H T 3/ 8 " M A X . 6" M I N . P I C T O G R A M FI E L D H E I G H T 3/ 8 " M A X . ISA REQUIRED FOR WHERE RESTROOMS ARE ACCESSIBLE ISA REQUIRED FOR WHERE RESTROOMS ARE ACCESSIBLE 6" M I N . P I C T O G R A M FI E L D H E I G H T TE X T H E I G H T 5/ 8 " M I N . T O 2 " M A X . 3/ 8 " M A X . TE X T H E I G H T 5/ 8 " M I N . T O 2 " M A X . TE X T H E I G H T 5/ 8 " M I N . T O 2 " M A X . ADDITIONAL TACTILE SIGN NOTES: 1.RAISED CHARACTERS MUST BE ACCOMPANIED BY GRADE 2 BRAILLE FLUSH LEFT OR CENTERED. 2.RAISED CHARACTERS AND THEIR BACKGROUND MUST HAVE A NON-GLARE FINISH. CHARACTERS MUST CONTRAST WITH THEIR BACKGROUND (LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND). 3.RAISED CHARACTERS MUST BE UPPER CASE. 4.RAISED CHARACTERS MUST BE SANS SERIF (CHARACTERS THAT ARE ITALIC, OBLIQUE, SCRIPT, HIHGLY DECORATIVE, OR OF OTHER UNUSUAL FORMS ARE NOT ALLOWED). 5.CHARACTERS MUST BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60% MIN. AND 110% MAX. OF THE HEIGHT OF THE UPPERCASE LETTER "I". ℄ MEN'S RESTROOM DOOR WOMEN'S RESTROOM DOORUNISEX/ALL GENDER RESTROOM DOOR PLAN ELEVATION SIDE ELEVATION PLAN VIEW LINE OF REQUIRED CLEARANCE 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. CL 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 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 N.T.S2ACCESSIBLE ROLL-IN SHOWER N.T.S3ACCESSIBLE LAVATORY 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 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 SFEC SFEC SFEC SFEC SFEC SFEC SFEC GFI FE SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFE C SFEC SFEC 1A 44 " M A X 1 BASE BUILDING RESTROOM ACCESSIBILITY PLANS A-0.7 AS NOTED TYP. ACCESSORY MOUNTING DIMENSIONS 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 " T O 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 19 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 AT WALL 4' - 0 " M I N . BO T T O M O F LO W E S T L I N E OF B R A I L L E PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 RESTROOM FIXTURE AND ACCESSORY SCHEDULE A FIRST FLOOR YRC RESTROOMS - ENLARGED PLAN SCALE: 1/4" = 1'-0"B FIRST FLOOR YRC RESTROOMS - ENLARGED PLAN SCALE: 1/4" = 1'-0" D FIRST FLOOR LOCKER ROOM RESTROOM - ENLARGED PLANCFIRST FLOOR SHOWER & RESTROOMS - ENLARGED PLAN SCALE: 1/8" = 1'-0" A SECOND FLOOR RESTROOM - ENLARGED PLAN SCALE: 1/8" = 1'-0" FIRST FLOOR ACCESSIBLE RESTROOMS 2SCALE: 1/4" = 1'-0" SECOND FLOOR ACCESSIBLE RESTROOMS 3SCALE: 1/4" = 1'-0" KEY PLAN YRC MEN'S RESTROOM 131 YRC WOMEN'S RESTROOM 132 YRC WOMEN'S RESTROOM 144 YRC MEN'S RESTROOM 145 LOCKER RESTROOM 149 WOMEN'S SHOWER & RESTROOM 179 MEN'S SHOWER & RESTROOM 180 1A - 1B - 1D - 1C - 2A - ±11'-10" V.I.F. ±11'-10" V.I.F. 5' - 0 " M I N . C L E A R MA T C H E X I S T I N G W I D T H V. I . F . 56" MIN. CLEARANCE SPACE @ WALL MOUNTED WC 3'-0"4" MAX. 18 " MI N . CL 18 " MI N . CL 18 " CL 18 " ±6 ' - 5 " (M A T C H E X I S T I N G W I D T H , V . I . F . ) 60 " M I N . C L E A R 3'-0"4" MAX. 6'-8" 56" MIN. CLEARANCE SPACE @ WALL MOUNTED WC 5' - 3 " C L E A R (6 0 " M I N . ) 5' - 3 " C L E A R (6 0 " M I N . ) 6'-7" 56" MIN. CLEARANCE SPACE @ WALL MOUNTED WC 18" MIN. CL 7'-8" CLEAR 56" MIN. CLEARANCE SPACE @ WALL MOUNTED WC 36" MIN. 5' - 0 " MI N . C L E A R 9' - 8 " CL E A R ( V . I . F . ) 10 ' - 4 " CL E A R ( V . I . F . ) 5'-1" (5'-0" MIN.) 56 " M I N . CL E A R A N C E S P A C E @ WA L L M O U N T E D W C 56 " M I N . CL E A R A N C E S P A C E @ WA L L M O U N T E D W C 5'-0" MIN. CLEAR 21" V.I.F. 21" V.I.F. SCALE: 1/8" = 1'-0" 2ND FLOOR STAFF RESTROOM 232 2ND FLOOR STAFF RESTROOM 231 LOCKER RESTROOM 147 FIRST FLOOR SECOND FLOOR BOBRICK CLASSIC SERIES PARTITION MOUNTED SEAT-COVER DISPENSER, SANITARY NAPKIN NUMBER: MANUF.: FINISH:STAINLESS STEEL B-357 5 R.O.:15-1/2" WIDE x 28-7/8" HIGH FLOOR MOUNTED TOILET PARTITIONS: POWDER COAT FINISH METPAR CO. MATERIAL: MANUF.: THE LUXOR METPAR TYPE: FT-700 FLOOR MOUNTEDMODEL: # NICKEL SILVERFINISH: EXISTING PARTITIONS TO REMAIN, ONLY PROVIDE NEW IN ACCESSIBLE STALLS.NOTE: DISPOSAL & TOILET TISSUE DISPENSER: NEW DOOR MOUNTED ACCESSIBLE SIGNAGE FOR MEN'S RESTROOM NUMBER:SBH12M SIZE:12" TRIANGLE COLOR:BLDG. STANDARD NOTE:PROVIDE ONLY IF EXISTING SIGNAGE IS IN BAD CONDITION OR NOT CODE COMPLIANT. NEW DOOR MOUNTED ACCESSIBLE SIGNAGE FOR WOMEN'S RESTROOM. NUMBER:SBH12W SIZE:12" CIRCLE COLOR:BLDG. STANDARD NOTE:PROVIDE ONLY IF EXISTING SIGNAGE IS IN BAD CONDITION OR NOT CODE COMPLIANT. NEW WALL MOUNTED ACCESSIBLE SIGNAGE FOR MEN'S RESTROOM. NUMBER:SB445 SIZE:8"x8" COLOR:BLDG. STANDARD NOTE:PROVIDE ONLY IF EXISTING SIGNAGE IS IN BAD CONDITION OR NOT CODE COMPLIANT. NEW WALL MOUNTED ACCESSIBLE SIGNAGE FOR WOMEN'S RESTROOM. NUMBER:SB443 SIZE:8"x8" COLOR:BLDG. STANDARD NOTE:PROVIDE ONLY IF EXISTING SIGNAGE IS IN BAD CONDITION OR NOT CODE COMPLIANT. EXISTING WALL MOUNTED URINAL SCREEN: NOTE: RE-USE EXISTING. CLEAN AND REPAIR AS NEEDED. 6 BOBRICK CONTURA SERIES SURFACE MOUNTED SEAT COVER DISPENSER NUMBER: MANF.: FINISH:STAINLESS STEEL B-4221 B-6806-48"NUMBER: FINISH:STAINLESS STEEL STAINLESS STEEL GRAB BAR WITH CONCEALED MOUNTING: MANUF.:BOBRICK 8 7 SURFACE MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER: MANUF.: BOBRICK CONTURA SERIES NUMBER: B-4288 FINISH: STAINLESS STEEL EXISTING WALL MOUNTED WATER CLOSET: FLUSH VALVE: NOTE:EXISTING WC TO BE REUSED. 1A 2 3 EXISTING WALL MOUNTED MIRROR: EXISTING MIRROR TO REMAIN, PROTECT IN PLACE.NOTE: 4 EXISTING WALL MOUNTED ADA COMPLIANT URINAL: EXISTING WC TO BE REUSED. PROVIDE NEW FLUSH VALVE AS SPECIFIED BELOW.NOTE: FLUSH VALVE: K-2882 UNDER MOUNT BATHROOM SINK VERTICYL ADA COMPLIANT SINK: VITREOUS CHINA WHITE KOHLER NAME: FINISH: NUMBER: FAUCET: MANUF.: BASIN AREA: 17-1/4"L X 13"W X 3-1/8" DSIZE: B-6806-42" STAINLESS STEEL STAINLESS STEEL GRAB BAR WITH CONCEALED MOUNTING: BOBRICKMANUF.: FINISH: NUMBER: FINISH: NUMBER: POLISHED CHROME 3346089 AUTOMATIC COUNTER MOUNTED LIQUID SOAP DISPENSER: MANUF.:SLOAN RECESSED SANITARY NAPKIN / TAMPON VENDOR: STAINLESS STEEL BOBRICK CONTURA SERIES NUMBER: FINISH: MANUF.: B-4706-C 12-1/2" WIDE x 26-3/8" HIGH x 5-9/16" MIN. DEPTHR.O.: RECESSED AUTOMATIC PAPER TOWEL DISPENSER / WASTE RECEPTACLE: STAINLESS STEEL-SATIN BORICK NUMBER: FINISH: MANUF.: B-3974 17-3/16" W X 56" H X 9-1/16" DR.O.: SURFACE MOUNTED NAPKIN DISPOSAL: STAINLESS STEEL BOBRICK CONTURA SERIES NUMBER: FINISH: MANUF.: B-270 4" MA X . PLUMBING FIXTURE QUANTITY WATER CLOSET URINAL LAVATORY AREA PLUMBING OCC. CALCULATION GROUP B ROOM NAME (SF) 8,323 150 56 GROUP B 3,726 15 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 CBC TABLE 1004.5. APPLIED B-OCCUPANCY FOR OFFICE SPACE AND TRAINING FACILITIES NOT LOCATED WITHIN SCHOOL. REQUIRED FIXTURE COUNT IS BASED ON CPC TABLE 422.1. 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 2,104 500 249CONFERENCE ROOMS/BREAK AREAS 162 5 472 236 236 4 11 10 14 3 N/A 4 N/A 4 5 10 10 MALE FEMALE MALE FEMALE REQUIRED FIXTURES PROVIDED FIXTURES 3 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 15 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) 92CONFERENCE ROOMS/BREAK AREAS 24 171 86 86 2 4 3 5 1 N/A 2 N/A 2 2 2 2 MALE FEMALE MALE FEMALE REQUIRED FIXTURES PROVIDED FIXTURES 1 1 1 1 LOAD FACTOR (1)USE (1) 30X48 CLR. SPACE 5'- 0 " 30X48 CLR. SPACE30X48 CLR. SPACE 30X48 CLR. SPACE 30X48 CLR. SPACE5'-0" 5'-0" 5'-0" 56" MIN. CLEARANCE SPACE @ WALL MOUNTED WC 18 " MI N . CL 18 " MI N . CL 20 " 18 " M I N . (V . I . F . ) CL 20 " 18 " M I N . (V . I . F . ) 18 " MI N . 18 " MI N . 18 " 18 " 30X48 CLR. SPACE 3' - 0 " 3' - 0 " 18 " 56" MIN. CLEARANCE SPACE @ WALL MOUNTED WC 36" MIN 7'-8" CLEAR 3'-0" 3'-0" 18 " 30 X 4 8 C L R . S P A C E 30 X 4 8 C L R . S P A C E 30 X 4 8 C L R . S P A C E 5'- 0 " 5' - 0 " 3'-0"3'-0" MIN. CLEAR 5' - 0 " 36 " M I N . CL R . O P N G . 3'-0"3'-0" MIN. CLEAR 5' - 2 " 36 " M I N . CL R . O P N G . 5' - 0 " MI N . C L E A R "SLOAN" REGAL SENSOR 1.28 GPF TOILET FLUSHOMETER REGAL 111 SFSM-1.28-TMO POLISHED CHROME PROVIDE 1-1/2" CLEAR BETWEEN TOP OF FLUSHOMETER AND BOTTOM OF ADA GRAB BAR. "SLOAN" REGAL SENSOR 0.125 GPF FLUSH VALVE REGAL 186 SFSM-0.125-TMO POLISHED CHROME NOTE:MOUNT AT ACCESSIBLE HEIGHT AT ACCESSIBLE STALL ONLY. MOUNT AT ACCESSIBLE HEIGHT AT ACCESSIBLE STALL ONLY. NOTE: SLOAN OPTIMA SENSOR FAUCET EAF200 - 0.5 GPM CODE NUMBER 3335055 POLISHED CHROME 3A EXISTING ADA COMPLIANT SINK: EXISTING SINK TO REMAIN. PROVIDE NEW FAUCET AS SPECIFIED BELOW. FAUCET: NOTE: SLOAN OPTIMA SENSOR FAUCET EAF200 - 0.5 GPM CODE NUMBER 3335055 POLISHED CHROME GC TO COORDINATE RE-FRAMING WALL AS REQUIRED.NOTE: PROVIDE AC ADAPTER PART 3974-57NOTE: NOTE:WHEN INSTALLING NEXT TO COVE BASE, PROVIDE MITERED COVE BASE 45 DEGREES TO ACCOMMODATE FLANGE MODEL:ESD-2000-CP NOTE:PROVIDE ALTERNATE FOR NEW SOAP DISPENSER. SEE ENLARGED FLOOR PLAN. SHOWER SEAT: MANUF.: BOBRICK MODEL: B-5181 FINISH: WHITE NOTE: SEE DETAIL 2/A-0.6B FOR ADA REQUIREMENTS. 36 " MI N . C L R . CL 36" MIN. CLR. 36" MIN. CLR. 36 " MI N . C L R . 30 X 4 8 C L R . S P A C E 30 X 4 8 C L R . S P A C E 30 X 4 8 C L R . S P A C E 5'- 0 " 5'-0 " ACCESSIBLE RESTROOMS SHOWN FOR REFRENCE. APPROVED UNDER PLAN CHECK NUMBER BLDG#101118387 1A 1A 1A1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A1A 2 2 2 3A 11 3A 11 3 11 3 11 3 11 3 11 3 11 3 11 3A 11 3A 11 3A 11 3A 11 3A 11 3A 11 3A 11 3A 11 4 4 4 4 4 4 4 4 5 555 5 5 5 5 7 9 7 97 7 7 79 79 7 8A 8A 8 8 8 8A 8 8A 8 8A 8 8A 8A 8 NOTES: ·SEE FIXTURE MOUNTING HEIGHTS ON DETAIL 1 ON THIS SHEET ·RE-USE EXISTING RESTROOM FIXTURES WHERE POSSIBLE. PROVIDE NEW ONLY IF IN BAD CONDITION OR AS DIRECTED BY TENANT. 13 TYP. 13 TYP. 13 TYP. 13 TYP. 16 19B 17 19A 1413 13 TYP. TYP. 13 TYP. 13 TYP. 20 20 8A 8 8 8A 1719A NEW WALL MOUNTED BOTTLE FILLER MANUF:MURDOCK NAME:REFRIGERATED SURFACE MOUNT SENSOR OPERATED BOTTLE FILLER MODEL:BF168 SERIES SIZE:53" H X 23-3/4" W X 19" D 21 CURTAIN ROD MANUF:BOBRICK MODEL:B-207 FINISH:SATIN NOTE:PROVIDE VINYL CURTAIN B-204-3 & STAINLESS STEEL HOOKS B-204-1 NOTE:OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. (CBC 11B-309.4) ROBE HOOK MANUF :GATCO MODEL:LATITUDE 2 COLLECTION NUMBER:4245 FINISH:CHROME NOTE:PROVIDE COAT HOOK AT ADA STALLS AT 48" A.F.F. NON ADA STALLS AT 60" A.F.F. PHENOLIC LOCKERS: MANUF: IDEAL PRODCTS MODEL: PHENOLIC LOCKERS SPC 1000 MODEL L DIMENSION:60” H X 12” W X 18” D FINISH: WILSONART D92-60 DOVE GREY NOTE #1: PROVIDE 5% ACCESSIBLE LOCKERS MIN. WITH ADA LOGO STICKERS AND COMPLIANT LOCK NOTE #2: PROVIDE OJMAR CAM PADLOCK HASP FOR LOCKS BY OWNER NOTE #3: PROVIDE VERTICAL FILLERS 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 NOTE #7:PROVIDE CLEAR GROUND SPACE COMPLYING WITH CBC 11B-305. NOTE #8:ACCESSIBLE LOCKERS SHALL COMPLY WITH AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTION 11B-308. NOTE#9:ACCESSIBLE LOCKERS OPERABLE PARTS SHALL COMPLY WITH SECTION 11B-309. LOCATION: SHOWER ROOMS TYP. TYP. 1A 2 1A 1A NOTE:PROVIDE ALTERNATE FOR NEW FLUSH VALVE. SEE ENLARGED FLOOR PLAN. NOTE:PROVIDE ALTERNATE FOR NEW FLUSH VALVE. SEE ENLARGED FLOOR PLAN. NOTE:PROVIDE ALTERNATE FOR NEW FAUCET. SEE ENLARGED FLOOR PLAN. NOTE:RE-USE EXISTING FAUCET. PROVIDE ALTERNATE FOR NEW FAUCET. SEE ENLARGED FLOOR PLAN. 10 RE-USE EXISTING. PROVIDE NEW IF EXISTING NOT RE-USEABLE.NOTE: NOTE:PROVIDE POWER FOR AC ADAPTOR 0346090 PROVIDE DOOR HOOK BEHIND EACH STALL DOORNOTE: RE-USE EXISTING. PROVIDE NEW IF EXISTING NOT RE-USEABLE.NOTE: 10 9 10 9 10 1A 1A 1A 2 2 9 10 10 9 10 10 10 1 1 1 1 1. OCCUPANT USE AND LOAD FACTOR PER CBC TABLE 1004.5. APPLIED B-OCCUPANCY FOR OFFICE SPACE AND TRAINING FACILITIES NOT LOCATED WITHIN SCHOOL. REQUIRED FIXTURE COUNT IS BASED ON CPC TABLE 422.1. 2. ACCESSORY AREAS SUCH AS, BUT NOT LIMITED TO, HALLWAYS/CORRIDORS, STAIRWAYS, RAMPS, TOILET ROOMS, MECHANICAL ROOMS, CLOSETS AND FIXED EQUIPMENT, MAY BE EXCLUDED 1 1 1 1 MOUNT BRAILLE SIGNAGE TO STRIKE SIDE OF DOOR, TYP. 1 1 16 19B 17 19A18 " CL R . 12 " CL R . 48" CLR. 60" CLR. 12 " CL R . 48" CLR. 18 " CL R . 60" CLR. 1 1 1 1 1 1 1 1 16 19B 17 19A 18" CLR. 12" CLR.48 " CL R . 60 " CL R . 18" CLR. 12" CLR.48 " CL R . 60 " CL R . 1 1 1 1 1 1 1 1 60 " CL R . 48 " CL R . 48 " CL R . 60 " CL R . 12" CLR. 18" CLR. 1 1 1 1 12" CLR. 18" CLR. 1 1 1 1 1 1 1 16 19B 48 " CL R . 60 " CL R . 48 " CL R . 60 " CL R . 12" CLR. 18" CLR. 1 1 1 1 1 1 12" CLR. 18" CLR. 1 1 1 48" CLR. 60" CLR. 12 " CL R . 18 " CL R . 1 1 1 1 60 " CL R . 48 " CL R . 12" CLR. 18" CLR. 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 Pl - ADA Upgrades12/2/2024 GFI FE FIRE ALARMPANEL SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SFEC SFE C SFEC SFEC SFEC +8'-7"+8'-7" FIRST FLOOR - ENLARGED RESTROOM PLANS A-0.7a AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 B ENLARGED CONSTRUCTION PLAN SCALE: 1/4" = 1'-0" CONSTRUCTION KEYNOTES LEGEND DEMOLITION KEYNOTES EXISTING PARTITION TO REMAIN. PATCH AND REPAIR AS REQUIRED.1.1 1SCALE: 1/4"=1'-0" N A ENLARGED DEMOLITION PLAN SCALE: 1/4" = 1'-0" KEY PLAN AREA OF WORK YRC MEN'S RESTROOM 131 YRC WOMEN'S RESTROOM 132 FIRST FLOOR YRC RESTROOMS - ENLARGED PLANS D ENLARGED REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0"C ENLARGED FINISH PLAN SCALE: 1/4" = 1'-0" YRC MEN'S RESTROOM 131 YRC WOMEN'S RESTROOM 132 YRC MEN'S RESTROOM 131 YRC WOMEN'S RESTROOM 132 REFLECTED CEILING PLAN KEYNOTES FINISH PLAN KEYNOTES EXISTING WALL TO REMAIN. EXISTING DOOR TO REMAIN. CLEAN, REPAIR AND REPAINT DOOR PER FINISH PLANS AND DOOR SCHEDULE. EXISTING PARTITION TO BE DEMOLISHED AND REMOVED FROM SITE. AREA NOT IN CONTRACT (N.I.C.) EXISTING DOOR TO REMAIN. CLEAN AND REPAIR AS REQUIRED.1.2 EXISTING FINISHES TO REMAIN, PROTECT IN PLACE. CLEAN AND RE-GROUT ALL FLOOR AND WALL TILES. PATCH AND REPAIR DAMAGED TILES AND FINISHES AFFECTED BY DEMOLITION. MATCH EXISTING FINISHES.1.6 SKIM COAT WALLS AS REQUIRED TO PREPARE FOR NEW WALL PAINT, SEE FINISH SCHEDULE.1.7 REMOVE EXISTING RESTROOM ACCESSORIES AND STALL PARTITION. SAVE ACCESSORIES IN GOOD CONDITION FOR RE-USE OR RETURN TO BUILDING STORAGE AS DIRECTED BY BUILDING OWNER.1.8 EXISTING RESTROOM ACCESSORY TO REMAIN. CLEAN AND REPAIR AS REQUIRED. PROVIDE NEW IF EXISTING FIXTURE IS IN BAD CONDITION. SEE FIXTURE SCHEDULE ON SHEET A-0.7.1.3 REMOVE EXISTING PLUMBING FIXTURE, SAVE FOR RELOCATION. CLEAN AND REPAIR PLUMBING FIXTURE AS REQUIRED. RE-USE AND RE-ROUTE PLUMBING LINE TO NEW LOCATION OF FIXTURE. SEE CONSTRUCTION PLAN.1.9 NEW RESTROOM PARTITION PER FIXTURE SCHEDULE ON SHEET A-0.7. PROVIDE NEW PARTITION FOR ACCESSIBLE STALLS AND STALLS AFFECTED BY SCOPE.2.1 RELOCATED PLUMBING FIXTURE IN ACCESSIBLE STALL. MOUNTING HEIGHT ON WALL TO COMPLY WITH 11B-604.2. RE-ROUTE AND CONNECT TO EXISTING PLUMBING LINE. PATCH AND REPAIR WALL AND FLOOR DAMAGED BY FIXTURE RELOCATION. SEE PLUMBING DRAWINGS. 2.2 NEW SOLID SURFACE COUNTERTOP WITH SINK SKIRT. SEE FINISH SCHEDULE. SEE DETAIL 9/A-30.0.2.4 REMOVE EXISTING SINK, FIXTURES, AND COUNTER. RE-USE AND RELOCATE EXISTING PLUMBING LINES FOR NEW FIXTURE. SEE CONSTRUCTION PLAN.1.10 NEW UNDER COUNTER MOUNTED SINK AND ACCESSORIES AS SPECIFIED ON PLUMBING FIXTURE SCHEDULE ON SHEET A-0.7.2.5 EXISTING GYP. BD. HARD LID CEILING TO REMAIN. CLEAN, PATCH AND REPAIR AS REQUIRED. PAINT, SEE FINISH PLAN.4.1 EXISTING LIGHT FIXTURES TO REMAIN, REPLACE BULBS THROUGHOUT. CLEAN AND REPAIR AS REQUIRED. RETURN AND BULBS IN GOOD CONDITION TO BUILDING STORAGE OR AS DIRECTED BY OWNER.4.2 CLEAN, PATCH AND REPAIR ALL FINISHES AFFECTED BY SCOPE. MATCH EXISTING FINISHES.5.1 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 FINISH SCHEDULE :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 :SOLID SURFACE :REFER TO PLANS :VADARA QUARTZ :AURORA FROST - V741 ITEM LOCATION MANUFACTURER COLOR SS 1 P 1 P 1 SS 1 SS 1 1.8 TYP. 1.1 TYP.1.1 TYP. 1.2 1.2 1.3 1.3 1.6 TYP. 1.7 1.9 1.5 1.10 2.4 2.5 2.2 4.1 TYP. 4.2 4.2 4.2 4.2 4.1 TYP. 4.2 4.2 4.2 4.2 ALTERNATE NOTES PROVIDE ALTERNATE PRICING TO PROVIDE EPOXY COATING OVER EXISTING FLOOR TILE. SPECIFICATION: TBDA PROVIDE ALTERNATE FOR REPLACING EXISTING EXISTING FLUSH VALVES WITH NEW AUTOMATIC FLUSH VALVES AT PLUMBING FIXTURES AND REPLACING EXISTING SINK FAUCETS WITH NEW AUTOMATIC FAUCETS AND PROVIDING NEW SOAP DISPENSERS AT SINKS. SEE SPECIFICATION ON FIXTURE SCHEDULE ON SHEET A-0.7. B NEW RESTROOM ACCESSORIES AS SPECIFIED ON PLUMBING FIXTURE SCHEDULE ON SHEET A-0.7. RE-USE EXISTING ACCESSORIES IN GOOD CONDITION, PROVIDE NEW FOR ACCESSORIES IN BAD CONDITION.2.3 REPLACE ANY WALL AND FLOOR TILE AFFECTED BY SCOPE. CLEAN AND RE-GROUT ALL FLOOR AND WALL TILE. MATCH EXISTING FINISHES.5.2 5.1 5.25.1 5.2 2.4 2.5 2.1 2'-0" ±5 ' - 5 " V. I . F . ±5 ' - 4 " V. I . F . 2'-0" EXISTING STALL PARTITIONS TO REMAIN. CLEAN AND REPAIR AREAS DAMAGED BY DEMOLITION.1.4 EXISTING PLUMBING FIXTURE TO REMAIN, PROTECT IN PLACE. CLEAN AND REPAIR AS REQUIRED.1.5 1.4 TYP. 1.9 1.5 1.6 TYP. 1.7 1.10 1.4 TYP. 1.5 1.5 1.8 TYP. 2.2 2.3 2.3 2.3 TYP. TYP. TYP. 2.3 TYP. B B B B B B B B 2.1 A A NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 +6'-8" GFI FIRST FLOOR - ENLARGED RESTROOM PLANS A-0.7b AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 1SCALE: AS NOTED N FIRST FLOOR YRC RESTROOMS - ENLARGED PLANS A ENLARGED DEMOLITION PLAN SCALE: 1/4" = 1'-0"B ENLARGED CONSTRUCTION PLAN SCALE: 1/4" = 1'-0" C ENLARGED FINISH PLAN SCALE: 1/4" = 1'-0"D ENLARGED REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" YRC WOMEN'S RESTROOM 144 YRC MEN'S RESTROOM 145 YRC WOMEN'S RESTROOM 144 YRC MEN'S RESTROOM 145 YRC WOMEN'S RESTROOM 144 YRC MEN'S RESTROOM 145 P 1 P 1 SS 1 CONSTRUCTION KEYNOTES LEGEND DEMOLITION KEYNOTES KEY PLAN AREA OF WORK REFLECTED CEILING PLAN KEYNOTES FINISH PLAN KEYNOTES EXISTING WALL TO REMAIN. EXISTING DOOR TO REMAIN. CLEAN, REPAIR AND REPAINT DOOR PER FINISH PLANS AND DOOR SCHEDULE. EXISTING PARTITION TO BE DEMOLISHED AND REMOVED FROM SITE. AREA NOT IN CONTRACT (N.I.C.) EXISTING GYP. BD. HARD LID CEILING TO REMAIN. CLEAN, PATCH AND REPAIR AS REQUIRED. PAINT, SEE FINISH PLAN.4.1 EXISTING LIGHT FIXTURES TO REMAIN, REPLACE BULBS THROUGHOUT. CLEAN AND REPAIR AS REQUIRED. RETURN AND BULBS IN GOOD CONDITION TO BUILDING STORAGE OR AS DIRECTED BY OWNER.4.2 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 1.6 TYP. 1.6 TYP. 1.1 TYP. 1.1 TYP. 1.3 1.4 TYP. 1.5 1.4 TYP. 1.5 1.9 1.8 1.7 B 4.1 TYP. 4.2 1.9 1.7 1.9 1.9 1.3 1.3 4.2 4.2 4.2 4.2 4.24.2 4.2 4.1 TYP. FINISH SCHEDULE ALTERNATE NOTES 1.1: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 :SOLID SURFACE :REFER TO PLANS :VADARA QUARTZ :AURORA FROST - V741 ITEM LOCATION MANUFACTURER COLOR SS 1 2.1 EXISTING PARTITION TO REMAIN. PATCH AND REPAIR AS REQUIRED. EXISTING DOOR TO REMAIN. CLEAN AND REPAIR AS REQUIRED.1.2 EXISTING FINISHES TO REMAIN, PROTECT IN PLACE. CLEAN AND RE-GROUT ALL FLOOR AND WALL TILES. PATCH AND REPAIR DAMAGED TILES AND FINISHES AFFECTED BY DEMOLITION. MATCH EXISTING FINISHES.1.4 SKIM COAT WALLS AS REQUIRED TO PREPARE FOR NEW WALL PAINT, SEE FINISH SCHEDULE.1.5 1.6 EXISTING RESTROOM ACCESSORY TO REMAIN. CLEAN AND REPAIR AS REQUIRED. PROVIDE NEW IF EXISTING FIXTURE IS IN BAD CONDITION. SEE FIXTURE SCHEDULE ON SHEET A-0.7.1.3 REMOVE EXISTING PLUMBING FIXTURE, SAVE FOR RELOCATION. CLEAN AND REPAIR PLUMBING FIXTURE AS REQUIRED. RE-USE AND RE-ROUTE PLUMBING LINE TO NEW LOCATION OF FIXTURE. SEE CONSTRUCTION PLAN.1.7 REMOVE EXISTING SINK, FIXTURES, AND COUNTER. RE-USE AND RELOCATE EXISTING PLUMBING LINES FOR NEW FIXTURE. SEE CONSTRUCTION PLAN.1.8 EXISTING PLUMBING FIXTURE TO REMAIN, PROTECT IN PLACE. CLEAN AND REPAIR PLUMBING FIXTURE AS REQUIRED.1.9 1.2 1.2 EXISTING SINK AND COUNTER TO REMAIN, PROTECT IN PLACE. CLEAN AND REPAIR DAMAGES AS REQUIRED.1.10 1.10 CLEAN, PATCH AND REPAIR ALL FINISHES AFFECTED BY SCOPE. MATCH EXISTING FINISHES.5.1 5.2 5' - 0 " 2'-0" 5.1 5.2 A 5.1 5.2 A EXISTING STALL PARTITIONS TO REMAIN. CLEAN AND REPAIR AREAS DAMAGED BY DEMOLITION. 1.11 TYP. 1.9 1.6 REMOVE EXISTING RESTROOM ACCESSORIES AND STALL PARTITION. SAVE ACCESSORIES IN GOOD CONDITION FOR RE-USE OR RETURN TO BUILDING STORAGE AS DIRECTED BY BUILDING OWNER.1.11 1.11 TYP. PROVIDE ALTERNATE PRICING TO PROVIDE EPOXY COATING OVER EXISTING FLOOR TILE. SPECIFICATION: TBDA PROVIDE ALTERNATE FOR REPLACING EXISTING EXISTING FLUSH VALVES WITH NEW AUTOMATIC FLUSH VALVES AT PLUMBING FIXTURES AND REPLACING EXISTING SINK FAUCETS WITH NEW AUTOMATIC FAUCETS AND PROVIDING NEW SOAP DISPENSERS AT SINKS. SEE SPECIFICATION ON FIXTURE SCHEDULE ON SHEET A-0.7. B NEW RESTROOM PARTITION PER FIXTURE SCHEDULE ON SHEET A-0.7. PROVIDE NEW PARTITION FOR ACCESSIBLE STALLS AND STALLS AFFECTED BY SCOPE. RELOCATED PLUMBING FIXTURE IN ACCESSIBLE STALL. MOUNTING HEIGHT ON WALL TO COMPLY WITH 11B-604.2. RE-ROUTE AND CONNECT TO EXISTING PLUMBING LINE. PATCH AND REPAIR WALL AND FLOOR DAMAGED BY FIXTURE RELOCATION. SEE PLUMBING DRAWINGS. 2.2 NEW SOLID SURFACE COUNTERTOP WITH SINK SKIRT. SEE FINISH SCHEDULE. SEE DETAIL 9/A-30.0.2.4 NEW UNDER COUNTER MOUNTED SINK AND ACCESSORIES AS SPECIFIED ON PLUMBING FIXTURE SCHEDULE ON SHEET A-0.7.2.5 NEW RESTROOM ACCESSORIES AS SPECIFIED ON PLUMBING FIXTURE SCHEDULE ON SHEET A-0.7. RE-USE EXISTING ACCESSORIES IN GOOD CONDITION, PROVIDE NEW FOR ACCESSORIES IN BAD CONDITION.2.3 2.1 TYP. 2.1 TYP. 2.2 2.2 B B BB B B B 2.3 TYP. 2.3 TYP. 2.3 TYP. 2.3 TYP. 2.4 2.5 B REPLACE ANY WALL AND FLOOR TILE AFFECTED BY SCOPE. CLEAN AND RE-GROUT ALL FLOOR AND WALL TILE. MATCH EXISTING FINISHES. NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 GFI K +85" +63" GFI +44" GFI +63" GFI +44" GFI K +8'-4" +8'-4" +8'-4" FIRST FLOOR - ENLARGED RESTROOM PLANS A-0.7c AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 B ENLARGED CONSTRUCTION PLAN SCALE: 1/4" = 1'-0" 1SCALE: AS NOTED N FIRST FLOOR YRC RESTROOMS - ENLARGED PLANS C ENLARGED FINISH PLAN SCALE: 1/4" = 1'-0"D ENLARGED REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" MEN'S SHOWER & RESTROOM 180 CONSTRUCTION KEYNOTES LEGEND DEMOLITION KEYNOTES KEY PLAN AREA OF WORK REFLECTED CEILING PLAN KEYNOTES FINISH PLAN KEYNOTES EXISTING WALL TO REMAIN. EXISTING DOOR TO REMAIN. CLEAN, REPAIR AND REPAINT DOOR PER FINISH PLANS AND DOOR SCHEDULE. EXISTING PARTITION TO BE DEMOLISHED AND REMOVED FROM SITE. AREA NOT IN CONTRACT (N.I.C.) 2.1 EXISTING GYP. BD. HARD LID CEILING TO REMAIN. CLEAN, PATCH AND REPAIR AS REQUIRED. PAINT, SEE FINISH PLAN.4.1 EXISTING LIGHT FIXTURES TO REMAIN, REPLACE BULBS THROUGHOUT. CLEAN AND REPAIR AS REQUIRED. RETURN AND BULBS IN GOOD CONDITION TO BUILDING STORAGE OR AS DIRECTED BY OWNER.4.2 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 FINISH SCHEDULE 1.10 TYP. 1.1 TYP. 1.4 TYP. 1.5 2.1 TYP. 2.2 1.7 A ENLARGED DEMOLITION PLAN SCALE: 1/4" = 1'-0" 1.13 1.9 1.7 1.13 1.9 1.10 TYP. 1.4 TYP. 1.5 1.1 TYP. 1.11 1.11 1.11 2.3 2.2 2.3 4.1 TYP. 4.2 4.2 4.2 4.2 4.2 4.24.24.2 4.24.2 4.24.2 4.2 4.2 4.2 4.2 4.1 TYP. 4.1 TYP. 4.1 TYP. P 1 P 1 WOMEN'S SHOWER & RESTROOM 179 MEN'S SHOWER & RESTROOM 180 WOMEN'S SHOWER & RESTROOM 179 MEN'S SHOWER & RESTROOM 180 WOMEN'S SHOWER & RESTROOM 179 EXISTING PARTITION TO REMAIN. PATCH AND REPAIR AS REQUIRED.1.1: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 PROVIDE ALTERNATE PRICING TO PROVIDE EPOXY COATING OVER EXISTING FLOOR TILE. SPECIFICATION: TBDA B 2.8 2.8 PATCH EXISTING GYP. BD. HARD LID CEILING. MATCH EXISTING CONSTRUCTION. PAINT, SEE FINISH PLAN.4.3 4.3 4.3 4.3 4.3 1.2 1.2 RELOCATED PLUMBING FIXTURE IN ACCESSIBLE STALL. MOUNTING HEIGHT ON WALL TO COMPLY WITH 11B-604.2. RE-ROUTE AND CONNECT TO EXISTING PLUMBING LINE. PATCH AND REPAIR WALL AND FLOOR DAMAGED BY FIXTURE RELOCATION. SEE PLUMBING DRAWINGS. 2.2 EXISTING SHOWER TO REMAIN. CLEAN AND REPAIR DAMAGES, RE-GROUT TILE THROUGHOUT.2.4 NEW WALL WITH 12" HIGH CLERESTORY WINDOWS AT 12" BELOW CEILING. PROVIDE FROSTED FILM ON WINDOWS. PROVIDE TILE AND WATER PROOFING MEMBRANE. TILE TO MATCH EXISTING.2.5 NEW RESTROOM ACCESSORIES AS SPECIFIED ON PLUMBING FIXTURE SCHEDULE ON SHEET A-0.7. RE-USE EXISTING ACCESSORIES IN GOOD CONDITION, PROVIDE NEW FOR ACCESSORIES IN BAD CONDITION. 2.3 2.6 1.2 EXISTING FINISHES TO REMAIN, PROTECT IN PLACE. CLEAN AND RE-GROUT ALL FLOOR AND WALL TILES. PATCH AND REPAIR DAMAGED TILES AND FINISHES AFFECTED BY DEMOLITION. MATCH EXISTING FINISHES.1.4 SKIM COAT WALLS AS REQUIRED TO PREPARE FOR NEW WALL PAINT, SEE FINISH SCHEDULE.1.5 REMOVE EXISTING RESTROOM ACCESSORIES AND STALL PARTITIONS. RETURN ACCESSORIES IN GOOD CONDITION TO BUILDING STORAGE OR AS DIRECTED BY BUILDING OWNER. 1.6 EXISTING RESTROOM ACCESSORY TO REMAIN. CLEAN AND REPAIR AS REQUIRED. PROVIDE NEW IF EXISTING FIXTURE IS IN BAD CONDITION. SEE FIXTURE SCHEDULE ON SHEET A-0.7.1.3 REMOVE EXISTING PLUMBING FIXTURE, SAVE FOR RELOCATION. CLEAN AND REPAIR PLUMBING FIXTURE AS REQUIRED. RE-USE AND RE-ROUTE PLUMBING LINE TO NEW LOCATION OF FIXTURE. SEE CONSTRUCTION PLAN.1.7 1.8 EXISTING PLUMBING FIXTURE TO REMAIN, PROTECT IN PLACE. CLEAN AND REPAIR PLUMBING FIXTURE AS REQUIRED.1.9 1.10 EXISTING SINK AND COUNTER TO REMAIN, PROTECT IN PLACE. CLEAN AND REPAIR DAMAGES AS REQUIRED. CLEAN, PATCH AND REPAIR ALL FINISHES AFFECTED BY SCOPE. MATCH EXISTING FINISHES.5.1 5.2 PROVIDE NEW FULL-HEIGHT FROSTED FILM ON GLASS SHOWER DOOR.5.3 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. 1.8 TYP. 1.8 TYP. CONTRACTOR TO REMOVE EXISTING DOORS AND FRAMES, REUSE/ RELOCATE ALL EXISTING DOOR ASSEMBLIES IN NEW BUILD-OUT OR RETURN TO BUILDING STORAGE AS DIRECTED BY BUILDING OWNER. 1.11 REMOVE EXISTING DRINKING FOUNTAIN. CAP PLUMBING LINES. PATCH AND REPAIR WALLS AFFECTED BY DEMOLITION.1.12 1.12 1.11 1.8 1.8 1.8 1.8 NEW SHOWER CURTAIN AND STAINLESS STEEL CURTAIN ROD.2.7 NEW LOCKERS, SEE SPECIFICATION ON FIXTURE SCHEDULE ON SHEET A-0.7. 5% OF LOCKERS TO BE ADA COMPLIANT AND PROVIDE WITH AN ADA LOGO STICKER. PROVIDE KEYLESS HASP LOCKS.2.8 NEW WALL TO UNDERSIDE OF CEILING. PROVIDE INSULATION IN STUD CAVITY. SEE DETAIL 1/A-30.0.2.9 RELOCATED DOOR. CLEAN AND REPAIR DOOR. RE-USE FRAME AND HARDWARE, PROVIDE NEW IF NOT POSSIBLE TO RE-USE. GC TO CONFIRM IN FIELD.2.11 B B 2.5 2.5 2.6 TYP. 2.6 TYP.2.7 2.6 2.6 2.9 TYP. 2.11 2.11 5' - 0 " MI N . 5'-0" 5'-0" 5' - 0 " MI N . 3'-0" MIN. 2.73' - 0 " CL R . O P N G . 3' - 0 " CL R . O P N G . 3'-0" MIN. 2.9 TYP. 5.3 5.3 5.1 5.2 A B 5.1 5.2 A B NEW FURRING WALL TO UNDERSIDE OF CEILING. SEE DETAIL 2/A-30.0.2.10 10" 2.10 TYP. 2.1 TYP. 2.10 10" PROVIDE ALTERNATE PRICING FOR REPLACING EXISTING SHOWER FIXTURE. MANUF: MOEN MODEL: 8342, 8342EP15 FINISH:POLISH CHROME NOTE:INCLUDE ALL PIECES REQUIRED FOR THIS SYSTEM TO WORK PROPERLY C C C C C PROVIDE ALTERNATE DEDUCT PRICING FOR PROVIDING FULL-HEIGHT ACCORDION FOLDING DOOR AT ENTRY INTO SHOWERS IN LIEU OF NEW WALL AT ADA SHOWER. PROVIDE FULL LENGTH CURTAIN ROD AND CURTAIN AT SHOWER IN LIEU OF WALL. D D D EXISTING STALL PARTITIONS TO REMAIN. CLEAN AND REPAIR AREAS DAMAGED BY DEMOLITION. PROVIDE ALTERNATE FOR REPLACING EXISTING EXISTING FLUSH VALVES WITH NEW AUTOMATIC FLUSH VALVES AT PLUMBING FIXTURES AND REPLACING EXISTING SINK FAUCETS WITH NEW AUTOMATIC FAUCETS AND PROVIDING NEW SOAP DISPENSERS AT SINKS. SEE SPECIFICATION ON FIXTURE SCHEDULE ON SHEET A-0.7. NEW RESTROOM PARTITION PER FIXTURE SCHEDULE ON SHEET A-0.7. PROVIDE NEW PARTITION FOR ACCESSIBLE STALLS AND STALLS AFFECTED BY SCOPE. 1.3 1.6 1.6 TYP. REMOVE EXISTING PLUMBING FIXTURES. CAP PLUMBING LINES. PATCH AND REPAIR WALLS AFFECTED BY DEMOLITION.1.13 2.10 B B EXISTING PLUMBING FIXTURE TO REMAIN. CLEAN AND REPAIR PLUMBING FIXTURE AS REQUIRED. 2.4 2.4 2.6 2.6 B B C C 2.9 2.9 ALTERNATE NOTES C C REPLACE ANY WALL AND FLOOR TILE AFFECTED BY SCOPE. CLEAN AND RE-GROUT ALL FLOOR AND WALL TILE. MATCH EXISTING FINISHES. NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 +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 13 14 15 16 17 18 19 20 21 22 23 24 R R R R R R RR OPEN BELOW OPEN BELOW OPEN BELOW SFEC SECOND FLOOR - ENLARGED RESTROOM PLANS A-0.7d AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 1SCALE: N SECOND FLOOR RESTROOMS - ENLARGED PLANS 1/4"=1'-0" A ENLARGED DEMOLITION PLAN SCALE: 1/4" = 1'-0"B ENLARGED CONSTRUCTION PLAN SCALE: 1/4" = 1'-0" C ENLARGED FINISH PLAN SCALE: 1/4" = 1'-0"D ENLARGED REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" 2ND FLOOR STAFF RESTROOM 232 2ND FLOOR STAFF RESTROOM 231 2ND FLOOR STAFF RESTROOM 232 2ND FLOOR STAFF RESTROOM 231 2ND FLOOR STAFF RESTROOM 232 2ND FLOOR STAFF RESTROOM 231 CONSTRUCTION KEYNOTES LEGEND DEMOLITION KEYNOTES KEY PLAN AREA OF WORK REFLECTED CEILING PLAN KEYNOTES FINISH PLAN KEYNOTES EXISTING WALL TO REMAIN. EXISTING DOOR TO REMAIN. CLEAN, REPAIR AND REPAINT DOOR PER FINISH PLANS AND DOOR SCHEDULE. EXISTING PARTITION TO BE DEMOLISHED AND REMOVED FROM SITE. AREA NOT IN CONTRACT (N.I.C.) EXISTING GYP. BD. HARD LID CEILING TO REMAIN. CLEAN, PATCH AND REPAIR AS REQUIRED. PAINT, SEE FINISH PLAN.4.1 EXISTING LIGHT FIXTURES TO REMAIN, REPLACE BULBS THROUGHOUT. CLEAN AND REPAIR AS REQUIRED. RETURN AND BULBS IN GOOD CONDITION TO BUILDING STORAGE OR AS DIRECTED BY OWNER.4.2 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 FINISH SCHEDULE P 1 P 1 4.1 TYP. 4.2 4.1 TYP. 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 :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 PROVIDE ALTERNATE PRICING TO PROVIDE EPOXY COATING OVER EXISTING FLOOR TILE. SPECIFICATION: TBDA B 1.1 2.1 RELOCATED PLUMBING FIXTURE IN ACCESSIBLE STALL. MOUNTING HEIGHT ON WALL TO COMPLY WITH 11B-604.2. RE-ROUTE AND CONNECT TO EXISTING PLUMBING LINE. PATCH AND REPAIR WALL AND FLOOR DAMAGED BY FIXTURE RELOCATION. SEE PLUMBING DRAWINGS. 2.2 NEW RESTROOM ACCESSORIES AS SPECIFIED ON PLUMBING FIXTURE SCHEDULE ON SHEET A-0.7. RE-USE EXISTING ACCESSORIES IN GOOD CONDITION, PROVIDE NEW FOR ACCESSORIES IN BAD CONDITION.2.3 EXISTING PARTITION TO REMAIN. PATCH AND REPAIR AS REQUIRED. EXISTING DOOR TO REMAIN. CLEAN AND REPAIR AS REQUIRED.1.2 EXISTING FINISHES TO REMAIN, PROTECT IN PLACE. CLEAN AND RE-GROUT ALL FLOOR AND WALL TILES. PATCH AND REPAIR DAMAGED TILES AND FINISHES AFFECTED BY DEMOLITION. MATCH EXISTING FINISHES.1.4 SKIM COAT WALLS AS REQUIRED TO PREPARE FOR NEW WALL PAINT, SEE FINISH SCHEDULE.1.5 EXISTING STALL PARTITIONS TO REMAIN. CLEAN AND REPAIR AREAS DAMAGED BY DEMOLITION.1.6 EXISTING RESTROOM ACCESSORY TO REMAIN. CLEAN AND REPAIR AS REQUIRED.1.3 REMOVE EXISTING PLUMBING FIXTURE, SAVE FOR RELOCATION. CLEAN AND REPAIR PLUMBING FIXTURE AS REQUIRED. RE-USE AND RE-ROUTE PLUMBING LINE TO NEW LOCATION OF FIXTURE. SEE CONSTRUCTION PLAN.1.7 1.8 EXISTING PLUMBING FIXTURE TO REMAIN, PROTECT IN PLACE. CLEAN AND REPAIR PLUMBING FIXTURE AS REQUIRED.1.9 EXISTING SINK AND COUNTER TO REMAIN, PROTECT IN PLACE. CLEAN AND REPAIR DAMAGES AS REQUIRED. CLEAN, PATCH AND REPAIR ALL FINISHES AFFECTED BY SCOPE. MATCH EXISTING FINISHES.5.1 5.2 1.1 TYP. 1.6 1.4 TYP. 1.5 1.4 TYP. 1.5 1.1 TYP. 1.6 TYP. TYP. 1.3 1.3 1.3 1.3 1.7 1.7 1.8 1.8 1.9 1.9 1.9 1.9 1.9 1.91.9 1.9 2.1 TYP. 2.2 B B B B 2.3 TYP. 5'-0" MIN. CLEAR 5'-0" MIN. CLEAR 3' - 0 " 3' - 0 " B B2.3 TYP. PROVIDE ALTERNATE FOR REPLACING EXISTING EXISTING FLUSH VALVES WITH NEW AUTOMATIC FLUSH VALVES AT PLUMBING FIXTURES AND REPLACING EXISTING SINK FAUCETS WITH NEW AUTOMATIC FAUCETS AND PROVIDING NEW SOAP DISPENSERS AT SINKS. SEE SPECIFICATION ON FIXTURE SCHEDULE ON SHEET A-0.7. NEW RESTROOM PARTITION PER FIXTURE SCHEDULE ON SHEET A-0.7. PROVIDE NEW PARTITION FOR ACCESSIBLE STALLS AND STALLS AFFECTED BY SCOPE. REMOVE EXISTING RESTROOM ACCESSORIES AND STALL PARTITION. SAVE ACCESSORIES IN GOOD CONDITION FOR RE-USE OR RETURN TO BUILDING STORAGE AS DIRECTED BY BUILDING OWNER.1.10 1.2 1.2 1.10 1.10 B B B B ALTERNATE NOTES 2.2 B B 2.1 REPLACE ANY WALL AND FLOOR TILE AFFECTED BY SCOPE. CLEAN AND RE-GROUT ALL FLOOR AND WALL TILE. MATCH EXISTING FINISHES. 5.1 TYP. 5.2 4.2 5.1 TYP. 5.2 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 GFI FE 1SCALE: 1/8" = 1'-0" N PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 A-0.8a DEMOLITION KEYNOTES AREA NOT IN CONTRACT (N.I.C.). EXISTING SITE ELEMENT TO REMAIN, PROTECT IN PLACE. CLEAN/REPAIR/REPAINT AREA AFFECTED BY SCOPE. SITE LEGEND EXISTING PARKING STRIPING TO REMAIN, PROTECT IN PLACE. RE-PAINT AREAS AFFECTED BY DEMOLITION.D.1 ENLARGED SITE PLAN EAST PARKING LOT - DEMOLITION PLAN AS NOTED ENLARGED PLAN @ MAIN ENTRANCE AND EAST PARKING AREA 1- DEMOLITION PLAN EXISTING CONCRETE CURBS TO REMAIN. CLEAN, REPAIR, AND PAINT AREAS AFFECTED BY DEMOLITION.D.2 EXISTING CONCRETE PAVING TO REMAIN. CLEAN AND REPAIR AREAS AFFECTED BY DEMOLITION.D.3 EXISTING ASPHALT PAVING TO REMAIN. PATCH AND REPAIR AREAS AFFECTED BY DEMOLITION.D.4 REMOVE EXISTING PARKING STRIPING. PREPARE SURFACE FOR NEW STRIPING. SEE CONSTRUCTION PLAN. D.5 REMOVE EXISTING CONCRETE CURB. D.6 REMOVE EXISTING CONCRETE PAVING. PREPARE AND REWORK SUB-BASE LAYER TO PROVIDE NEW PAVING. SEE CONSTRUCTION PLAN. D.7 D.8 REMOVE EXISTING ASPHALT PAVING SURFACE, PREPARE AND REWORK SUB-BASE LAYER TO PROVIDE NEW BASE FOR NEW ASPHALT PAVING. SEE CONSTRUCTION PLAN. D.6 D.9 D.9 REMOVE EXISTING LANDSCAPE ADJACENT TO PAVING TO BE REWORKED. SAVE PLANTING FOR RE-USE WHERE POSSIBLE. PATCH AND REPAIR LANDSCAPE AFFECTED BY DEMOLITION, MATCH EXISTING PLANTING. EXISTING LANDSCAPE AREA TO REMAIN, PROTECT IN PLACE. REPAIR AREAS AND ADJUST IRRIGATION AFFECTED BY DEMOLITION. D.10 D.1 TYP. EXISTING BENCH TO BE REMOVED. SAVE FOR RELOCATION.D.11 KEY PLAN SCOPE OF WORK EXISTING WALL TO REMAIN. EXISTING DOOR TO REMAIN. CLEAN, REPAIR AND REPAINT DOOR AFFECTED BY SCOPE. EXISTING SITE ELEMENT TO BE REMOVED. D.12 REMOVE EXISTING ACCESSIBLE PARKING SIGNS, INCLUDING POSTS AND FOOTINGS. SAVE SIGNS IN GOOD CONDITION AND COMPLIANT WITH CURRENT CODE REGULATIONS FOR POSSIBLE RE-USE. D.1 TYP. D.1 TYP. D.1 TYP. D.1 TYP. D.2 D.2 D.2 D.3 ±3 1 ' - 4 " ±1 4 ' - 6 " ±5 3 ' - 0 " D.3 D.3 D.4 D.4 D.5 D.5 D.5 D.5 D.5 D.8 D.8 D.8 D.10 D.10 D.11 D.11 D.12 D.12 D.8D.8 D.3 D.3 D.3 D.3 D.3 D.7 TYP. D.7 TYP. NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 GFI FE ENLARGED SITE PLAN EAST PARKING LOT - CONSTRUCTION PLAN AS NOTED ENLARGED PLAN @ MAIN ENTRANCE AND EAST PARKING AREA 1- CONSTRUCTION PLAN 1SCALE: 1/8" = 1'-0" N PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/21/2024 ISSUE FOR PLAN CHECK 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 10/09/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 10/09/2024 INSPECTION CORRECTIONS 2 A-0.8b CONSTRUCTION KEYNOTES 0.0%0. 0 %FINISH SLOPES NEW CONCRETE PAVING. SITE LEGEND C.1 C.2 C.3 C.4 C.5 C.7 EXISTING PARKING STRIPING TO REMAIN, PROTECT IN PLACE. RE-PAINT STRIPING AFFECTED BY CONSTRUCTION. EXISTING CONCRETE CURBS TO REMAIN. CLEAN, REPAIR, AND PAINT AREAS AFFECTED BY CONSTRUCTION. PAINT AND LETTER FIRE LANES PER OCFA REQUIREMENTS. SEE OVERALL SITE PLAN ON SHEET A-0.4. EXISTING CONCRETE PAVING TO REMAIN. CLEAN AND REPAIR PAVING AFFECTED BY CONSTRUCTION. EXISTING ASPHALT PAVING TO REMAIN. PATCH AND REPAIR PAVING AFFECTED BY CONSTRUCTION. NEW ACCESSIBLE STALL PARKING STRIPING TO BE CODE COMPLIANT. PROVIDE NEW PARKING STALL EMBLEM. RE-GRADE AREA TO PROVIDE A 2% MAX. SLOPE IN ALL DIRECTIONS. SEE DETAILS 12 & 17/A-0.5. SEE CIVIL DRAWINGS. NEW CONCRETE CURBS. PAINT AND LETTER FIRE LANES PER OCFA REQUIREMENTS. SEE OVERALL SITE PLAN ON SHEET A-0.4. SEE CIVIL DRAWINGS. NEW ACCESSIBLE CONCRETE WALKWAY FLUSH WITH ASPHALT PARKING LEVEL. RE-GRADE TO PROVIDE A 5% MAX. SLOPE IN THE DIRECTION OF TRAVEL AND 2% MAX. CROSS SLOPE. MATCH EXISTING ADJACENT PAVING FINISH AND COLOR. SEE CIVIL DRAWINGS FOR MORE INFORMATION. REPAIR EXISTING CONCRETE ACCESSIBLE WALKWAY TO BE CODE COMPLIANT WITH A 5% MAX. SLOPE IN THE DIRECTION OF TRAVEL AND 2% MAX. CROSS SLOPE. MATCH EXISTING ADJACENT PAVING FINISH AND COLOR. SEE CIVIL DRAWINGS FOR MORE INFORMATION. C.8 C.9 C.11 C.12 C.13 EXISTING ENTRANCE SIGN MISSING TEXT. MODIFY EXISTING OR REPLACE WITH NEW SIGN AT EXISTING POST, REFER TO SHEET A-0.5, DETAIL 13 FOR ENTRANCE SIGNAGE. MODIFY EXISTING SUB-BASE AS REQUIRED AND RESURFACE WITH NEW ASPHALT PAVING AT ACCESSIBLE STALLS AND ACCESS AISLES. NEW PAVING SURFACE TO BE LEVEL AND CODE COMPLIANT WITH A MAXIMUM 2% SLOPE IN ALL DIRECTIONS. SEE CIVIL DRAWINGS. C.8 C.14 NEW TRUNCATED DOME/DETECTABLE WARNING SYSTEM. PROVIDE 6" MIN. - 8" MAX. WIDE DEMARCATION BETWEEN THE WALKWAY AND VEHICULAR AREA. SEE DETAIL 18/A-0.5. NEW CONCRETE WHEEL STOPS AT ACCESSIBLE PARKING SPACES TO PREVENT ENCROACHMENT OF VEHICLES OVER REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES, PER CODE SECTION CBC 11B-502.7.2C.15 NEW ACCESSIBLE SIGN AT ACCESSIBLE PARKING STALLS, WITH POST AND FOOTING. SE DETAILS 19 AND 20/A-0.5. C.1 C.1 C.1 C.1 C.4 C.4 C.4 C.4 C.12 C.6 NEW ACCESS AISLE ADJACENT TO ACCESSIBLE PARKING STALL TO BE CODE COMPLIANT. DENOTE WITH 12" MIN. HIGH "NO PARKING" LETTERING. RE-GRADE AREA TO PROVIDE A 2% MAX. SLOPE IN ALL DIRECTIONS. SEE DETAIL 17/A-0.5. SEE CIVIL DRAWINGS. KEY PLAN SCOPE OF WORK NEW ACCESSIBLE 6" HIGH CONCRETE CURB RAMP. SLOPE 8.33% MAX. IN DIRECTION OF TRAVEL AND 2% MAX. CROSS SLOPE. MATCH EXISTING ADJACENT PAVING FINISH AND COLOR. SEE CIVIL DRAWINGS FOR MORE INFORMATION. C.10 AREA NOT IN CONTRACT (N.I.C.). EXISTING SITE ELEMENT TO REMAIN, PROTECT IN PLACE. CLEAN/REPAIR/REPAINT AREA AFFECTED BY SCOPE. EXISTING WALL TO REMAIN. EXISTING DOOR TO REMAIN. CLEAN, REPAIR AND REPAINT DOOR AFFECTED BY SCOPE. NEW SITE ELEMENT. 3 A-0.9 3 A-0.9 8 A-0.9 3 A-0.9 3 A-0.9 3 A-0.9 19 A-0.5 TYP. 6'-0" (E)WALK 5' - 0 " (E ) W A L K 6'-0" (E)WALK 3 A-0.9 15 A-0.5 15 A-0.5 8 A-0.9 8 A-0.9 8 A-0.9 ±10 ' - 0 " (9'- 0 " M I N . ) 8'-0" MIN.±10'-0"(9'-0" M I N . ) ±10'-0" (9'-0" MIN.) ±10'-0" (8'-0" MIN)±10'-0" (9'-0" MIN.) ±10'-0" (9'-0" M I N . ) 8'-0" MIN. ±10 ' - 0 " (9'- 0 " M I N . ) EXISTING CULVERT TO REMAIN, PROTECT IN PLACE. REPAIR AREAS DAMAGED BY SCOPE. SEE CIVIL DRAWINGS FOR MORE INFORMATION.C.16 C.2 C.2 C.2 C.3 C.3 C.5 C.11 C.6 C.7 C.7 C.7 C.7 C.7 C.7C.8 C.9 C.9 C.9 C.9 C.10 C.10 C.11 C.5 C.11 C.5 C.11 C.5 C.11 C.5 C.11 C.5 C.11 C.6 C.11 C.6 C.11 C.13 C.13 C.13C.13 C.13 C.15 C.15 C.15 C.15 C.15 C.16 SLOPE PAVING TO CONCRETE WALKWAY FLUSH WITH PARKING LEVEL. SLOPE 5% MAX. IN DIRECTION OF TRAVEL AND 2% MAX. CROSS SLOPE. SEE CIVIL DRAWINGS.C.17 C.17 RELOCATED BENCH. CLEAN AND REPAIR AS REQUIRED.C.18 C.18 C.18 C.15 18 ' - 0 " MI N . C L E A R P A R K I N G L E N G T H , T Y P . 3'-0 " MIN . 3'-0 " MIN . 3'-0 "MIN . 3'-0 "MIN . 1'-0" 18'- 0 " MIN. C L E A R P A R K I N G L E N G T H , T Y P . C.14 2 NEW BOLTED BOLLARDS AT 4'-0" O.C. MAX. SPEC: TBD.C.19 2 C.19 6" TYP. C.19 TYP. NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 X X X X X X X X X GFI FE FIRE ALARMPANEL SFEC SFEC SFEC SFEC SFEC ENLARGED SITE PLANS EAST PARKING LOT - DEMOLITION PLANS CONSTRUCTION PLANS AS NOTED ENLARGED PLAN @ EAST PARKING 1SCALE: 1/8" = 1'-0" N PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/21/2024 ISSUE FOR PLAN CHECK 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 10/09/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 10/09/2024 INSPECTION CORRECTIONS 2 A-0.8c CONSTRUCTION KEYNOTES SITE LEGEND DEMOLITION KEYNOTES A ENLARGED PLAN @ EAST PARKING - DEMOLITION PLAN SCALE: 1/8" = 1'-0" C.12 C.9 C.5 C.12 C.9 C.5 C.9 C.5 C.9 C.5 C.10 C.10 C.2 C.2 9'-0" MIN. 5'-0" MIN. 9'-0" MIN. 9'-0" MIN. 8'-0" MIN. 9'-0" MIN. 18 ' - 0 " MI N . ±6 ' - 0 " 6'-0"6'-0"D.11 REMOVE EXISTING ACCESSIBLE PARKING SIGNS, INCLUDING POSTS AND FOOTINGS. SAVE SIGNS IN GOOD CONDITION AND COMPLIANT WITH CURRENT CODE REGULATIONS FOR POSSIBLE RE-USE. NEW 6'-0" HIGH WROUGHT IRON FENCING WITH 3'-0" WIDE GATE. ALIGN FENCE WITH ADJACENT TALL HEDGE BUSHES. ALIGN GATE WITH CONCRETE WALKWAY. PROVIDE PANIC PUSH BAR HARDWARE ON GATE IN DIRECTION OF TRAVEL. FENCE FINISH: BLACK. C.13 KEY PLAN SCOPE OF WORKBENLARGED PLAN @ EAST PARKING - CONSTRUCTION PLAN SCALE: 1/8" = 1'-0" D.6 0.0%0. 0 %FINISH SLOPES NEW CONCRETE PAVING. C.1 C.2 C.3 C.4 C.5 EXISTING PARKING STRIPING TO REMAIN, PROTECT IN PLACE. RE-PAINT STRIPING AFFECTED BY CONSTRUCTION. EXISTING CONCRETE CURBS TO REMAIN. CLEAN, REPAIR, AND PAINT AREAS AFFECTED BY CONSTRUCTION. RE-PAINT AND LETTER FIRE LANES. SEE OVERALL SITE PLAN ON SHEET A-0.4 EXISTING CONCRETE PAVING TO REMAIN. CLEAN AND REPAIR PAVING AFFECTED BY CONSTRUCTION. EXISTING ASPHALT PAVING TO REMAIN. PATCH AND REPAIR PAVING AFFECTED BY CONSTRUCTION. NEW ACCESSIBLE STALL PARKING STRIPING TO BE CODE COMPLIANT. PROVIDE NEW PARKING STALL EMBLEM. RE-GRADE AREA TO PROVIDE A 2% MAX. SLOPE IN ALL DIRECTIONS. SEE DETAILS 12 & 17/A-0.5. SEE CIVIL DRAWINGS. NEW ACCESSIBLE CONCRETE PAVING FLUSH WITH ASPHALT PARKING LEVEL. RE-GRADE TO PROVIDE A 5% MAX. SLOPE IN THE DIRECTION OF TRAVEL AND 2% MAX. CROSS SLOPE. MATCH EXISTING ADJACENT PAVING FINISH AND COLOR. SEE CIVIL DRAWINGS FOR MORE INFORMATION. C.8 C.9 C.10 MODIFY EXISTING SUB-BASE AS REQUIRED AND RESURFACE WITH NEW ASPHALT PAVING AT ACCESSIBLE STALLS AND ACCESS AISLES. NEW PAVING SURFACE TO BE LEVEL AND CODE COMPLIANT WITH A MAXIMUM 2% SLOPE IN ALL DIRECTIONS. SEE CIVIL DRAWINGS. C.11 NEW TRUNCATED DOME/DETECTABLE WARNING SYSTEM. PROVIDE 6" MIN. - 8" MAX. WIDE DEMARCATION BETWEEN THE WALKWAY AND VEHICULAR AREA. SEE DETAIL 18/A-0.5. NEW CONCRETE WHEEL STOPS AT ACCESSIBLE PARKING SPACES TO PREVENT ENCROACHMENT OF VEHICLES OVER REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES, PER CODE SECTION CBC 11B-502.7.2C.12 NEW ACCESSIBLE SIGN AT ACCESSIBLE PARKING STALLS, WITH POST AND FOOTING. SE DETAILS 19 AND 20/A-0.5. C.6 NEW ACCESS AISLE ADJACENT TO ACCESSIBLE PARKING STALL TO BE CODE COMPLIANT. DENOTE WITH 12" MIN. HIGH "NO PARKING" LETTERING. RE-GRADE AREA TO PROVIDE A 2% MAX. SLOPE IN ALL DIRECTIONS. SEE DETAIL 17/A-0.5. SEE CIVIL DRAWINGS. NEW SITE ELEMENT. AREA NOT IN CONTRACT (N.I.C.). EXISTING SITE ELEMENT TO REMAIN, PROTECT IN PLACE. CLEAN/REPAIR/REPAINT AREA AFFECTED BY SCOPE. EXISTING PARKING STRIPING TO REMAIN, PROTECT IN PLACE. RE-PAINT AREAS AFFECTED BY DEMOLITION.D.1 EXISTING CONCRETE CURB TO REMAIN. CLEAN, REPAIR, AND PAINT AREAS AFFECTED BY DEMOLITION.D.2 EXISTING CONCRETE PAVING TO REMAIN. CLEAN AND REPAIR AREAS AFFECTED BY DEMOLITION.D.3 EXISTING ASPHALT PAVING TO REMAIN. PATCH AND REPAIR AREAS AFFECTED BY DEMOLITION.D.4 REMOVE EXISTING PARKING STRIPING. PREPARE SURFACE FOR NEW STRIPING. SEE CONSTRUCTION PLAN. REMOVE EXISTING ASPHALT PAVING SURFACE, PREPARE AND REWORK SUB-BASE LAYER TO PROVIDE NEW BASE FOR NEW ASPHALT PAVING. SEE CONSTRUCTION PLAN.D.7 EXISTING LANDSCAPE AREA TO REMAIN, PROTECT IN PLACE. REPAIR AREAS AND ADJUST IRRIGATION AFFECTED BY DEMOLITION. EXISTING WALL TO REMAIN. EXISTING DOOR TO REMAIN. CLEAN, REPAIR AND REPAINT DOOR AFFECTED BY SCOPE. EXISTING SITE ELEMENT TO BE REMOVED. D.5 REMOVE EXISTING BUILT-UP ASPHALT RAMP. PREPARE AREA FOR NEW ASPHALT PAVING. SEE CONSTRUCTION PLANS.D.8 REMOVE EXISTING CONCRETE PAVING. PREPARE AND REWORK SUB-BASE LAYER TO PROVIDE NEW PAVING. SEE CONSTRUCTION PLAN.D.9 REMOVE EXISTING CONCRETE RAMP AND TOP LANDING. PREPARE AREA FOR NEW CONCRETE CURB RAMP. SEE CONSTRUCTION PLAN.D.10 3 A-0.9 15 A-0.5 15 A-0.5 D.1 TYP. D.1 TYP. D.2 D.2 D.2D.2 D.2 D.3 D.3 D.3 D.4 D.4 D.5 D.6 TYP. D.6 TYP. D.7 TYP. D.8 D.9 D.10D.10 D.11D.11 D.11D.11 D.5 C.7 NEW ACCESSIBLE 6" HIGH CONCRETE CURB RAMP. SLOPE 8.33% MAX. IN DIRECTION OF TRAVEL AND 2% MAX. CROSS SLOPE. MATCH EXISTING ADJACENT PAVING FINISH AND COLOR. SEE CIVIL DRAWINGS FOR MORE INFORMATION. C.7 C.7 C.1 TYP. C.1 TYP. C.2 C.2 C.3 C.3 C.4 C.4 C.6 C.6 5'-0" C.8 C.9 C.9 C.12 C.12 C.13 C.13 3A A-0.9B 3B A-0.9B 3' - 0 " MI N . 3' - 0 " MI N . C.11 2 C.10 C.10 6" NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 GFI FE ENLARGED SITE PLANS SOUTHEAST PARKING LOT - DEMOLITION PLANS CONSTRUCTION PLANS AS NOTED ENLARGED PLAN @ SOUTHEAST PARKING 2SCALE: 1/8" = 1'-0" N PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 A-0.8d CONSTRUCTION KEYNOTES SITE LEGEND DEMOLITION KEYNOTES D.6 C.9 C.5 C.59' - 0 " MI N . 8' - 0 " MI N . 5'-0 " 5' - 0 " MI N . 9' - 0 " MI N . A ENLARGED PLAN @ SOUTHEAST PARKING - DEMOLITION PLAN SCALE: 1/8" = 1'-0" B ENLARGED PLAN @ SOUTHEAST PARKING - DEMOLITION PLAN SCALE: 1/8" = 1'-0" D.1 NEW PARKING STRIPING FOR NON-ACCESSIBLE CONVENIENCE CROSSWALK. MATCH WIDTH OF PARKING STALL. PAINT GREEN TO DIFFERENTIATE FROM ACCESSIBLE PATH OF TRAVEL.C.14 C.14 KEY PLAN SCOPE OF WORK 0.0%0. 0 %FINISH SLOPES NEW CONCRETE PAVING. C.1 C.2 C.3 C.4 C.5 C.7 EXISTING PARKING STRIPING TO REMAIN, PROTECT IN PLACE. RE-PAINT STRIPING AFFECTED BY CONSTRUCTION. EXISTING CONCRETE CURBS TO REMAIN. CLEAN, REPAIR, AND PAINT AREAS AFFECTED BY CONSTRUCTION. PAINT AND LETTER FIRE LANES. SEE OVERALL SITE PLAN ON SHEET A-0.4. EXISTING CONCRETE RAMP TO REMAIN. CLEAN AND REPAIR PAVING AFFECTED BY CONSTRUCTION. EXISTING ASPHALT PAVING TO REMAIN. PATCH AND REPAIR PAVING AFFECTED BY CONSTRUCTION. NEW ACCESSIBLE STALL PARKING STRIPING TO BE CODE COMPLIANT. PROVIDE NEW PARKING STALL EMBLEM. RE-GRADE AREA TO PROVIDE A 2% MAX. SLOPE IN ALL DIRECTIONS. SEE DETAILS 12 & 17/A-0.5. SEE CIVIL DRAWINGS. NEW CONCRETE CURBS. PAINT AND LETTER FIRE LANES PER OCFA REQUIREMENTS. SEE OVERALL SITE PLAN ON SHEET A-0.4. SEE CIVIL DRAWINGS. NEW ACCESSIBLE CONCRETE PAVING FLUSH WITH ASPHALT PARKING LEVEL. RE-GRADE TO PROVIDE A 5% MAX. SLOPE IN THE DIRECTION OF TRAVEL AND 2% MAX. CROSS SLOPE. MATCH EXISTING ADJACENT PAVING FINISH AND COLOR. SEE CIVIL DRAWINGS FOR MORE INFORMATION. C.8 C.9 C.11 MODIFY EXISTING SUB-BASE AS REQUIRED AND RESURFACE WITH NEW ASPHALT PAVING AT ACCESSIBLE STALLS AND ACCESS AISLES. NEW PAVING SURFACE TO BE LEVEL AND CODE COMPLIANT WITH A MAXIMUM 2% SLOPE IN ALL DIRECTIONS. SEE CIVIL DRAWINGS. C.12 NEW TRUNCATED DOME/DETECTABLE WARNING SYSTEM. SEE DETAIL 18/A-0.5. NEW CONCRETE WHEEL STOPS AT ACCESSIBLE PARKING SPACES TO PREVENT ENCROACHMENT OF VEHICLES OVER REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES, PER CODE SECTION CBC 11B-502.7.2C.13 NEW ACCESSIBLE SIGN AT ACCESSIBLE PARKING STALLS, WITH POST AND FOOTING. SE DETAILS 19 AND 20/A-0.5. C.6 NEW ACCESS AISLE ADJACENT TO ACCESSIBLE PARKING STALL TO BE CODE COMPLIANT. DENOTE WITH 12" MIN. HIGH "NO PARKING" LETTERING. RE-GRADE AREA TO PROVIDE A 2% MAX. SLOPE IN ALL DIRECTIONS. SEE DETAIL 17/A-0.5. SEE CIVIL DRAWINGS. NEW SITE ELEMENT. AREA NOT IN CONTRACT (N.I.C.). EXISTING SITE ELEMENT TO REMAIN, PROTECT IN PLACE. CLEAN/REPAIR/REPAINT AREA AFFECTED BY SCOPE. EXISTING PARKING STRIPING TO REMAIN, PROTECT IN PLACE. RE-PAINT AREAS AFFECTED BY DEMOLITION.D.1 EXISTING CONCRETE CURB TO REMAIN. CLEAN, REPAIR, AND PAINT AREAS AFFECTED BY DEMOLITION.D.2 EXISTING CONCRETE RAMP TO REMAIN. CLEAN AND REPAIR AREAS AFFECTED BY DEMOLITION. G.C. TO VERIFY IN FIELD IF EXISTING RAMP ELEVATION DOES NOT MEASURE 30" VERTICALLY TO GRADE BELOW TO AVOID GUARD RAIL REQUIREMENT. D.3 EXISTING ASPHALT PAVING TO REMAIN. PATCH AND REPAIR AREAS AFFECTED BY DEMOLITION.D.4 REMOVE EXISTING PARKING STRIPING. PREPARE SURFACE FOR NEW STRIPING. SEE CONSTRUCTION PLAN. REMOVE EXISTING CONCRETE CURB. D.7 REMOVE EXISTING ASPHALT PAVING SURFACE, PREPARE AND REWORK SUB-BASE LAYER TO PROVIDE NEW BASE FOR NEW ASPHALT PAVING. SEE CONSTRUCTION PLAN. D.9 REMOVE EXISTING LANDSCAPE IN PREPARATION FOR NEW PAVING. PROTECT LANDSCAPE AREAS IN PLACE WHERE POSSIBLE. SAVE PLANTING FOR RE-USE WHERE POSSIBLE. PATCH AND REPAIR LANDSCAPE AFFECTED BY DEMOLITION, MATCH EXISTING PLANTING. ADJUST IRRIGATION AS REQUIRED. SEE CONSTRUCTION PLANS. EXISTING LANDSCAPE AREA TO REMAIN, PROTECT IN PLACE. REPAIR AREAS AND ADJUST IRRIGATION AFFECTED BY DEMOLITION. D.10 EXISTING WALL TO REMAIN. EXISTING DOOR TO REMAIN. CLEAN, REPAIR AND REPAINT DOOR AFFECTED BY SCOPE. EXISTING SITE ELEMENT TO BE REMOVED. D.5 REMOVE EXISTING LANDSCAPE AND REWORK SUB-BASE LAYER TO PROVIDE NEW PAVING. SEE CONSTRUCTION PLANS FOR MORE INFORMATION. ADJUST IRRIGATION AS REQUIRED. D.8 REMOVE EXISTING SPEED BUMP. PATCH AND REPAIR ASPHALT PAVING AFFECTED BY DEMOLITION. D.11 REMOVE EXISTING WALL-MOUNTED LIGHT FIXTURE OVER DOOR IN PREPARATION FOR NEW LIGHT FIXTURE INSTALLATION. D.12 C.10 MODIFY EXISTING SUB-BASE AS REQUIRED AND RESURFACE WITH NEW ASPHALT PAVING FOR ACCESSIBLE PATH OF TRAVEL. SLOPE AT 5% MAX. IN DIRECTION OF TRAVEL AND 2% MAX. CROSS SLOPE. STRIPE PATH OF TRAVEL WITH 4" MIN. WIDE STRIPING BORDERLINE AND INTERIOR HATCH LINES AT 36" O.C. MAX. STRIPE COLOR: BLUE. SEE CIVIL DRAWINGS. C.15 NEW HANDRAIL MOUNTED TO EXISTING CONCRETE SLAB, MATCH EXISTING HANDRAIL ON OPPOSITE SIDE OF RAMP. MATCH SLOPE OF RAMP TO PROVIDE A MINIMUM 36" MIN. HIGH HANDRAIL FROM T.O. RAMP. C.16 NEW WALL-MOUNTED LIGHT ABOVE DOOR TO REPLACE EXITING IN SAME LOCATION. LIGHT SPECIFICATION: MIMIK 30 M T2 18W, 3500K WALL MOUNTED LED LIGHT. FINISH: BK-81 BLACK. C.17 NEW 72"L x 48"D AMERICANA OUTDOORS IMPERIAL MARQUEE PRE-FABRICATED METAL CANOPY WITH 6" GUTTERS. COLOR: 510 BLACK. SEE STRUCTURAL DRAWINGS FOR INSTALLATION INFORMATION. C.18 D.13 EXISTING DRAIN PIPE TO REMAIN, PROTECT IN PLACE. 16 A-0.9 16B A-0.9 ±23'-0" MIN. DRIVE AISLE TYP. D.1 TYP. D.1 TYP. D.1 TYP. D.2 D.3 D.4 D.3 D.5D.5 D.6 D.7 D.7 D.8 D.8 D.8 D.7 D.7 TYP. D.11 D.9 D.11 D.11 D.10 TYP. D.10 TYP. D.10 5' - 6 " ±3 8 ' - 6 " D.8 D.12 D.13D.13 C.1 TYP. C.1 TYP. C.1 TYP. C.1 TYP. D.2 ±8 ' - 8 " 3'-2" C.2 C.2C.2 C.3 C.3 C.4 C.4 C.6 C.7 C.7 C.7 C.9 C.9 C.6 C.9 C.8 C.10 C.11 C.12 C.12 NEW 36" MIN. HIGH RAILING. MATCH ADJACENT EXISTING RAILING. C.18 C.13 C.13 C.15C.16 C.17 C.16 C.17 1B A-0.9A C.2 1 1 18'-0" MIN. 18'-0" MIN.1 1 C.7 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 X X XXXXX X X SFEC +8'-5" X X XXXXX X X SFEC +8'-5" GFI FE FIRE ALARMPANEL SFEC SFEC SFEC SFEC SFEC ENLARGED PLANS WEST PARKING LOT - DEMOLITION PLAN CONSTRUCTION PLAN AS NOTED ENLARGED PLAN @ WEST PARKING 1SCALE: 1/8"=1'-0" N PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/21/2024 ISSUE FOR PLAN CHECK 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 10/09/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 10/09/2024 INSPECTION CORRECTIONS 2 A-0.8e CONSTRUCTION KEYNOTES SITE LEGEND DEMOLITION KEYNOTES A ENLARGED PLAN @ WEST PARKING - DEMOLITION PLAN SCALE: 1/8" = 1'-0" B ENLARGED PLAN @ WEST PARKING - CONSTRUCTION PLAN SCALE: 1/8" = 1'-0" D.12 C.10 C.11 C.13 NEW CONCRETE STAIRS WITH 12" TREAD (11" MIN.) AND 7" MAX. RISER. PROVIDE NEW 36" MIN. HIGH PAINTED STEEL HANDRAILS TO MATCH EXISTING. PROVIDE 2" MIN. - 4" MAX. CONTRASTING COLOR STRIP ON EACH STEP. SEE DETAIL 6/A-0.9. SEE CIVIL DRAWINGS FOR MORE INFORMATION. C.14 4'-0"9'-0" MIN. ACCESS. STALL 8'-0" MIN. ACCESS AISLE 9'-0" MIN. VAN ACCESS. STALL 18 ' - 0 " MI N . (9) EQ. SPACES 8'-6" MIN. EA. C.1 6' - 0 " NEW C.I.P. ACCESSIBLE CONCRETE RAMP. SLOPE 8.33% MAX. IN DIRECTION OF TRAVEL AND 2% MAX. CROSS SLOPE AT RAMP RUNS AND 2% MAX. SLOPE IN ALL DIRECTIONS AT RAMP LANDINGS. PROVIDE NEW 36" MIN. HIGH HANDRAILS BOTH SIDES OF RAMP TO MATCH EXISTING. RAMP PAVING TO MATCH EXISTING ADJACENT PAVING FINISH AND COLOR. SEE CIVIL DRAWINGS FOR MORE INFORMATION. DEMOLISH EXISTING CONCRETE STAIRS, HANDRAILS/GUARDRAILS AND ASSOCIATED FOOTINGS. KEY PLAN SCOPE OF WORK D.5 0.0%0. 0 %FINISH SLOPES NEW CONCRETE PAVING. C.1 C.2 C.3 C.4 C.6 EXISTING CONCRETE CURBS TO REMAIN. CLEAN, REPAIR, AND PAINT AREAS AFFECTED BY CONSTRUCTION. PAINT AND LETTER FIRE LANES PER OCFA REQUIREMENTS. SEE OVERALL SITE PLAN ON SHEET A-0.4. EXISTING CONCRETE PAVING TO REMAIN. CLEAN AND REPAIR PAVING AFFECTED BY CONSTRUCTION. EXISTING ASPHALT PAVING TO REMAIN. PATCH AND REPAIR PAVING AFFECTED BY CONSTRUCTION. NEW ACCESSIBLE STALL PARKING STRIPING TO BE CODE COMPLIANT. PROVIDE NEW PARKING STALL EMBLEM. RE-GRADE AREA TO PROVIDE A 2% MAX. SLOPE IN ALL DIRECTIONS. SEE DETAILS 12 & 17/A-0.5. SEE CIVIL DRAWINGS. NEW CONCRETE CURB PER DETAIL 8/A-0.9. PATCH AND REPAIR LANDSCAPE TO MATCH EXISTING. PAINT AND LETTER FIRE LANES PER OCFA REQUIREMENTS. SEE OVERALL SITE PLAN ON SHEET A-0.4. SEE CIVIL DRAWINGS. NEW ACCESSIBLE CONCRETE PAVING FOR PATH OF TRAVEL. RE-GRADE TO PROVIDE 5% MAX. SLOPE IN THE DIRECTION OF TRAVEL AND 2% MAX. CROSS SLOPE AT SLOPED WALKWAY. MATCH EXISTING ADJACENT PAVING FINISH AND COLOR. SEE CIVIL DRAWINGS FOR MORE INFORMATION. C.7 C.8 MODIFY EXISTING SUB-BASE AS REQUIRED AND RESURFACE WITH NEW ASPHALT PAVING AT ACCESSIBLE STALLS AND ACCESS AISLES. NEW PAVING SURFACE TO BE LEVEL AND CODE COMPLIANT WITH A MAXIMUM 2% SLOPE IN ALL DIRECTIONS. SEE CIVIL DRAWINGS. NEW TRUNCATED DOME/DETECTABLE WARNING SYSTEM. PROVIDE 6" MIN. - 8" MAX. WIDE DEMARCATION BETWEEN THE WALKWAY AND VEHICULAR AREA. SEE DETAIL 18/A-0.5. NEW CONCRETE WHEEL STOPS AT ACCESSIBLE PARKING SPACES TO PREVENT ENCROACHMENT OF VEHICLES OVER REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES, PER CODE SECTION CBC 11B-502.7.2C.12 NEW ACCESSIBLE SIGN AT ACCESSIBLE PARKING STALLS, WITH POST AND FOOTING. SE DETAILS 19 AND 20/A-0.5. C.5 NEW ACCESS AISLE ADJACENT TO ACCESSIBLE PARKING STALL TO BE CODE COMPLIANT. DENOTE WITH 12" MIN. HIGH "NO PARKING" LETTERING. RE-GRADE AREA TO PROVIDE A 2% MAX. SLOPE IN ALL DIRECTIONS. SEE DETAIL 17/A-0.5. SEE CIVIL DRAWINGS. NEW SITE ELEMENT. AREA NOT IN CONTRACT (N.I.C.). EXISTING SITE ELEMENT TO REMAIN, PROTECT IN PLACE. CLEAN/REPAIR/REPAINT AREA AFFECTED BY SCOPE. D.1 EXISTING CONCRETE CURB TO REMAIN. CLEAN, REPAIR, AND PAINT AREAS AFFECTED BY DEMOLITION. D.2 D.3 EXISTING ASPHALT PAVING. PREPARE AS REQUIRED TO RECIEVE NEW GRADING AND PAVEMENT PER CIVIL DRAWINGS. D.4 REMOVE EXISTING STRIPING & PAVEMENT MARKING. REPAIR AS NEEDED. PREPARE SURFACE FOR NEW STRIPING. SEE CONSTRUCTION PLAN. REMOVE EXISTING CONCRETE CURB. D.6 EXISTING WALL TO REMAIN. EXISTING DOOR TO REMAIN. CLEAN, REPAIR AND REPAINT DOOR AFFECTED BY SCOPE. EXISTING SITE ELEMENT TO BE REMOVED. D.7 NEW WALL-MOUNTED LIGHT ABOVE DOOR. CENTER LIGHT OVER DOOR. MOUNT 6" ABOVE DOOR FRAME. LIGHT SPECIFICATION: MIMIK 30 M T2 18W, 3500K WALL MOUNTED LED LIGHT. FINISH: BK-81 BLACK. C.17 NEW 72"L x 48"D AMERICANA OUTDOORS IMPERIAL MARQUEE PRE-FABRICATED METAL CANOPY WITH 6" GUTTERS. COLOR: 510 BLACK. SEE STRUCTURAL DRAWINGS FOR INSTALLATION INFORMATION. C.18 REMOVE EXISTING CONCRETE WHEEL STOPS. REMOVE EXISTING CONCRETE PAVING. PREPARE AND REWORK SUB-BASE LAYER TO PROVIDE NEW PAVING. SEE CONSTRUCTION PLAN. D.8 REMOVE EXISTING ASPHALT PAVING SURFACE AS REQUIRED (REFER TO CIVIL DRAWINGS), PREPARE AND REWORK SUB-BASE LAYER TO PROVIDE NEW BASE FOR NEW ASPHALT PAVING. SEE CONSTRUCTION PLAN. D.9 D.10 REMOVE EXISTING ACCESSIBLE PARKING SIGNS, INCLUDING POSTS AND FOOTINGS. SAVE SIGNS IN GOOD CONDITION AND COMPLIANT WITH CURRENT CODE REGULATIONS FOR POSSIBLE RE-USE. D.11 REMOVE EXISTING ROOF DRAIN AND RE-ROUTE DRAIN PIPE ON INTERIOR OF BUILDING. REMOVE FURRING OF COLUMN AS REQUIRED TO RE-ROUTE DRAIN. PATCH AND REPAIR FURRING. SEE CONSTRUCTION PLAN. C.9 MODIFY EXISTING CONCRETE DRIVEWAY APRON FOR ACCESSIBLE PATH OF TRAVEL. SLOPE AT 5% MAX. IN DIRECTION OF TRAVEL AND 2% MAX. CROSS SLOPE. STRIPE PATH OF TRAVEL WITH 4" MIN. WIDE STRIPING BORDERLINE AND INTERIOR HATCH LINES AT 36" O.C. MAX. STRIPE COLOR: BLUE. SEE CIVIL DRAWINGS. C.15 NEW CONCRETE PAVING. RE-GRADE TO PROVIDE 2% MAX. SLOPE IN ALL DIRECTIONS. MATCH EXISTING ADJACENT PAVING FINISH AND COLOR. SEE CIVIL DRAWINGS FOR MORE INFORMATION. C.16 NEW ACCESSIBLE 6" HIGH CONCRETE CURB RAMP WITH FLARED SIDES. SLOPE RAMP 8.33% MAX. IN DIRECTION OF TRAVEL AND 2% MAX. CROSS SLOPE. MATCH EXISTING ADJACENT PAVING FINISH AND COLOR. SEE CIVIL DRAWINGS FOR MORE INFORMATION. SEE DETAIL 15/A-0.5. NEW 96"L x 48"D AMERICANA OUTDOORS IMPERIAL MARQUEE PRE-FABRICATED METAL CANOPY WITH 6" GUTTERS. COLOR: 510 BLACK. SEE STRUCTURAL DRAWINGS FOR INSTALLATION INFORMATION. C.19 6 A-0.9 5' - 0 " 5'-0" 6' - 0 " 3 A-0.9 CUT PAVEMENT AT EXISTING JOINT CUT PAVEMENT AT EXISTING JOINT D.1 D.1 D.1 D.2 REFER TO CIVIL DRAWINGS D.3 D.3 D.3 D.3 D.3 D.3 D.3 D.4 D.4 D.5 D.6 D.6 D.6 D.6 D.7 D.8 DEMOLISH EXISTING CONCRETE RAMP, HANDRAILS/GUARDRAILS AND ASSOCIATED FOOTINGS. PROTECT LANDSCAPE ADJACENT TO RAMP, PATCH AND REPAIR AREAS DAMAGES BY DEMOLITION. D.9 D.6 D.10 D.11 D.8 D.11 D.12 D.5D.4 C.1 D.1 C.2 C.3 REFER TO CIVIL DRAWINGS C.4C.4 C.6 C.6 LINE OF EXISTING CURB (FOR REFERENCE) C.7 C.7 ±17'-7" VIF C.7 6'-0"±19'-6" VIF C.7 ±6'-5"SEE C I V I L 10 ' - 0 " 5' - 0 " M I N . AC C E S S A I S L E 8' - 0 " M I N . VE H I C L E S P A C E 20'-0" C.8 C.9 C.10 C.10 C.11 C.12 C.13 C.14 C.15 C.15C.15 C.15 C.15 C.16 C.17 C.17 C.18C.23 NEW "NO PARKING" AREA. DENOTE WITH 12" MIN. HIGH "NO PARKING" LETTERING. STRIPING COLOR: WHITE (TYP. UON). 5' - 0 " MI N . C L R . 4'-0"11'-2" C.19 C.5COLOR: BLUE C.20 TYP. STANDARD STALL, DOUBLE-STRIPED PER CITY STANDARD. COLOR: WHITE. C.20 C.21 ACCESSIBLE PASSENGER LOADING & UNLOADING ZONE. GRADE NOTE TO EXCEED 2.0% WITHIN THE VEHICLE SPACE AND ADJACENT ACCESS AISLE. C.21 C.19 COLOR: WHITE C.19 COLOR: BLUE 3 A-0.9 C.22 RELOCATED ROOF DRAIN. RE-ROUTE ABOVE CEILING LEVEL AND ROUTE DOWN THROUGH WALL FURRING. PROVIDE NEW WALL FURRING AS REQUIRED. CREATE NEW OPENING IN EXTERIOR WALL FOR ROOF DRAIN. PROVIDE WEATHER PROOF SEALANT ALL AROUND PIPE. C.22 C.23 EXISTING LANDSCAPE AREA TO REMAIN, PROTECT IN PLACE. REPAIR AREAS AND ADJUST IRRIGATION AFFECTED BY DEMOLITION. D.3 D.3 C.1 C.1 C.11 2 3' - 0 " MI N . 3' - 0 " MI N . 6" 18 ' - 0 " MI N . NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GFI FE ENLARGED PLANS SOUTH PARKING LOT - DEMOLITION PLAN CONSTRUCTION PLAN AS NOTED ENLARGED PLAN @ SOUTH PARKING 1SCALE: 1/8"=1'-0" N PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 A-0.8f CONSTRUCTION KEYNOTES LEGEND DEMOLITION KEYNOTES A ENLARGED PLAN @ WEST PARKING - DEMOLITION PLAN SCALE: 1/8" = 1'-0"B ENLARGED PLAN @ WEST PARKING - CONSTRUCTION PLAN SCALE: 1/8" = 1'-0" KEY PLAN SCOPE OF WORK NEW 6'-0" HIGH CHAIN LINK FENCE, COLOR: BLACK. INSTALL PER MANUFACTURE'S RECOMMENDATION. PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW. C.7 D.8 0.0%0. 0 %FINISH SLOPES NEW CONCRETE PAVING. C.1 C.2 C.4 C.5 EXISTING PARKING STRIPING TO REMAIN, PROTECT IN PLACE. RE-PAINT STRIPING AFFECTED BY CONSTRUCTION. EXISTING CONCRETE CURBS TO REMAIN. CLEAN, REPAIR, AND PAINT AREAS AFFECTED BY CONSTRUCTION. PAINT AND LETTER FIRE LANES PER OCFA REQUIREMENTS. SEE OVERALL SITE PLAN ON SHEET A-0.4. EXISTING ASPHALT PAVING TO REMAIN. PATCH AND REPAIR PAVING AFFECTED BY CONSTRUCTION. NEW ACCESSIBLE STALL PARKING STRIPING TO BE CODE COMPLIANT. SEE SHEET A-0.8d FOR MORE INFORMATION. C.6 NEW PARKING STALL STRIPING TO COMPLY WITH CITY OF SANTA ANA'S PARKING DESIGN STANDARDS. NEW SITE ELEMENT. AREA NOT IN CONTRACT (N.I.C.). EXISTING SITE ELEMENT TO REMAIN, PROTECT IN PLACE. CLEAN/REPAIR/REPAINT AREA AFFECTED BY SCOPE. EXISTING PARKING STRIPING TO REMAIN, PROTECT IN PLACE. RE-PAINT AREAS AFFECTED BY DEMOLITION.D.1 EXISTING CONCRETE CURB TO REMAIN. CLEAN, REPAIR, AND PAINT AREAS AFFECTED BY DEMOLITION.D.2 D.3 EXISTING ASPHALT PAVING TO REMAIN. PATCH AND REPAIR AREAS AFFECTED BY DEMOLITION. D.4 REMOVE EXISTING PARKING STRIPING. PREPARE SURFACE FOR NEW STRIPING. SEE CONSTRUCTION PLAN. D.9 EXISTING LANDSCAPE AREA/PLANTER TO REMAIN, PROTECT IN PLACE. REPAIR AREAS AFFECTED BY DEMOLITION. EXISTING WALL TO REMAIN. EXISTING DOOR TO REMAIN. CLEAN, REPAIR AND REPAINT DOOR AFFECTED BY SCOPE. EXISTING SITE ELEMENT TO BE REMOVED. D.5 REMOVE EXISTING ASPHALT PAVING AS REQUIRED IN PREPARATION FOR NEW CHAIN LINK FENCE. SEE CONSTRUCTION PLAN. X X X NEW FENCE. ±28'-10" (V.I.F.) EXISTING FENCING ±1 2 ' - 0 " ( V . I . F . ) EX I S T I N G F E N C I N G 77 ' - 0 " (N ) 6 ' - 0 " H I G H C H A I N L I N K F E N C E D.1 89 ' - 0 " 18 ' - 0 " DR I V E L A N E 16'-0" DRIVE LANE 23'-0" MIN. DRIVE LANE ±3 9 ' - 6 " ( V . I . F ) (N ) 6 ' - 0 " H I G H C H A I N L I N K F E N C E 9' - 0 " MI N . 5' - 0 " MI N . 8' - 0 " MI N . 5'-0 " MIN . 9' - 0 " MI N . 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 18'-0" MIN. 18'-0" MIN. ±1 0 ' - 1 0 " TYP. D.1 TYP. D.1 TYP. D.2 D.2 D.7 EXISTING CMU ENCLOSURE TO REMAIN, PROTECT IN PLACE. REMOVE EXISTING DOOR, SAVE FOR RE-USE. SEE CONSTRUCTION PLAN. D.3 TYP. D.3 TYP. D.3 TYP. D.4 D.4 D.4 D.5 D.10 REMOVE EXISTING BOLLARDS. PATCH AND REPAIR ASPHALT DAMAGED BY DEMOLITION. D.10 D.10 D.10 D.10 D.10 D.6 D.6 D.6 TYP. D.6 TYP. TYP. D.8 TYP. D.8 TYP. D.9 R C.3 EXISTING LIGHT POLE TO REMAIN, PROTECT IN PLACE. NEW 4'-0" WIDE CHAIN LINK GATE. INSTALL PER MANUFACTURE'S RECOMMENDATION.C.8 RELOCATED DOOR, FLIP DOOR SWING FROM ORIGINAL SWING. PROVIDE NEW HARDWARE AS REQUIRED, MATCH EXISTING.C.9 C.1 TYP. C.1 TYP. C.2 C.2 C.3 C.4 TYP. C.4 TYP. C.4 TYP. C.5 C.5 C.6 TYP. C.6 TYP. C.7 TYP. D.6 EXISTING FENCING TO REMAIN, PROTECT IN PLACE. CLEAN AND REPAIR FENCING AFFECTED BY DEMOLITION. D.6 C.8 C.9 1C A-0.9B 1D A-0.9B 1B A-0.9B 1A A-0.9B C.2 C.10 NEW CONCRETE CURB. PATCH AND REPAIR LANDSCAPE TO MATCH EXISTING. PAINT AND LETTER FIRE LANES PER OCFA REQUIREMENTS. SEE OVERALL SITE PLAN ON SHEET A-0.4. SEE CIVIL DRAWINGS.C.10 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GFI FE ENLARGED PLANS SOUTH PARKING LOT - DEMOLITION PLAN AS NOTED ENLARGED PLAN @ SOUTH PARKING PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 A-0.8g A ENLARGED PLAN @ SOUTH PARKING - DEMOLITION PLAN SCALE: 1/8" = 1'-0"B ENLARGED PLAN @ SOUTH PARKING - CONSTRUCTION PLAN SCALE: 1/8" = 1'-0" SCOPE OF WORK NEW 8'-0" HIGH WROUGHT IRON FENCE WITH POSTS AT 8'-0" O.C. TYP. WROUGHT IRON CURVED PICKETS, PRIVACY SECURITY MESH. COLOR: BLACK. SEE DETAIL 10/A-0.9B. SEE STRUCTURAL DRAWINGS FOR FENCE POST FOOTING INFORMATION. D.8 0.0%0. 0 %FINISH SLOPES NEW CONCRETE PAVING. C.1 C.2 C.4 C.5 EXISTING PARKING STRIPING TO REMAIN, PROTECT IN PLACE. RE-PAINT STRIPING AFFECTED BY CONSTRUCTION. EXISTING CONCRETE CURBS TO REMAIN. CLEAN, REPAIR, AND PAINT AREAS AFFECTED BY CONSTRUCTION. EXISTING ASPHALT PAVING TO REMAIN. PATCH AND REPAIR PAVING AFFECTED BY CONSTRUCTION. C.6 NEW PARKING STALL STRIPING TO COMPLY WITH CITY OF SANTA ANA'S PARKING DESIGN STANDARDS. NEW SITE ELEMENT. AREA NOT IN CONTRACT (N.I.C.). EXISTING SITE ELEMENT TO REMAIN, PROTECT IN PLACE. CLEAN/REPAIR/REPAINT AREA AFFECTED BY SCOPE. EXISTING PARKING STRIPING TO REMAIN, PROTECT IN PLACE. RE-PAINT AREAS AFFECTED BY DEMOLITION.D.1 EXISTING CONCRETE CURB TO REMAIN. CLEAN, REPAIR, AND PAINT AREAS AFFECTED BY DEMOLITION.D.2 D.3 EXISTING ASPHALT PAVING TO REMAIN. PATCH AND REPAIR AREAS AFFECTED BY DEMOLITION. D.4 REMOVE EXISTING PARKING STRIPING. PREPARE SURFACE FOR NEW STRIPING. SEE CONSTRUCTION PLAN. D.9 EXISTING LANDSCAPE AREA/PLANTER TO REMAIN, PROTECT IN PLACE. REPAIR AREAS AFFECTED BY DEMOLITION. EXISTING WALL TO REMAIN. EXISTING DOOR TO REMAIN. CLEAN, REPAIR AND REPAINT DOOR AFFECTED BY SCOPE. EXISTING SITE ELEMENT TO BE REMOVED. D.5 REMOVE EXISTING ASPHALT PAVING AND CONCRETE CURBS AS REQUIRED IN PREPARATION FOR NEW WROUGHT IRON FENCE POSTS. PATCH AND REPAIR AREAS AFFECTED BY DEMOLITION. SEE CONSTRUCTION PLAN. X X X NEW FENCE. D.7 EXISTING LIGHT POLE TO REMAIN, PROTECT IN PLACE. REMOVE EXISTING PLANTER. PREPARE BASE FOR NEW ASPHALT PAVING. SEE CONSTRUCTION PLAN. C.3 EXISTING LIGHT POLE TO REMAIN, PROTECT IN PLACE. NEW 16'-0" WIDE WROUGHT AUTOMATIC SLIDING GATE. COLOR: BLACK. SEE DETAIL 18/A-0.9B. SEE STRUCTURAL DRAWINGS. G.C. TO COORDINATE SITE TRENCHING REQUIRED TO PROVIDE POWER TO NEW AUTOMATIC GATE. PATCH AND REPAIR ASPHALT AND PAVING DAMAGED BY TRENCHING, MATCH EXISTING CONSTRUCTION AND FINISH. C.7 D.6 EXISTING FENCING TO REMAIN, PROTECT IN PLACE. CLEAN AND REPAIR FENCING AFFECTED BY DEMOLITION. D.1 TYP. D.1 TYP. D.2 TYP. D.2 TYP. D.3 TYP. D.3 TYP. D.4 TYP. D.5 D.6 TYP. D.6 TYP. D.7 TYP. D.7 TYP. D.7 TYP. D.7 TYP. D.8 TYP. D.8 TYP. D.9 D.9 11 7 ' - 5 " (N ) 8 ' - 0 " W R O U G H T I R O N F E N C E ( V . I . F . ) 1' - 0 " 16 ' - 0 " G A T E CL E A R O P E N I N G 75'-0" (N) 8'-0" WROUGHT IRON FENCE (V.I.F.) 16'-0" GATE CLEAR OPENING 21'-8"3'-0" 18 ' - 0 " MI N . 30 ' - 0 " MI N . D R I V E L A N E 18 ' - 0 " MI N . 18 ' - 0 " MI N . 32 ' - 5 " DR I V E L A N E 12 P A R K I N G S T A L L S @ 9 ' - 0 " = 1 0 8 ' - 0 " 3 PARKING STALLS @ 9'-6" = 28'-6"5'-0" 3 PARKING STALLS @ 10'-0" = 30'-0"3'-0" C.1 TYP. C.2 TYP. C.3 C.4 TYP. C.4 TYP. C.5 TYP. C.5 TYP. C.5 TYP. C.5 TYP. C.6 TYP. C.6 TYP. C.6 TYP. C.7 C.7 1SCALE: 1/8" = 1'-0" N DEMOLITION KEYNOTES SITE LEGEND KEY PLANCONSTRUCTION KEYNOTES ±6'-10" V.I.F. STRIPING TO BE 12" CLEAR FROM LIGHT POLE 23'-0" MIN. DRIVE AISLE 4'-0" V.I.F. 9'-0" MIN. STALL WIDTH D.9 D.9 12" MIN. C.1 TYP. 2A A-0.9A 2B A-0.9A 2' - 0 " ±23'-4" DRIVE AISLE 7' - 1 0 " D.2 TYP. NEW SLIDING GATE OPERATOR. PROVIDE 4" THICK CONCRETE PAD AND 4" Ø x 4'-0" HIGH BOLLARD. COORDINATE PAD SIZE WITH GATE MANUFACTURER. C.8 NEW CARD READER HOUSING. SEE DETAIL 19/A-0.9BC.9 NEW 7'-0" H X 3'-0" W WROUGHT IRON GATE. PROVIDE PANIC HARDWARE ON INTERIOR SIDE OF GATE. PROVIDE CURVED PICKETS TO MATCH NEW FENCE. SEE DETAIL 11/A-0.9B. C.10 C.8 C.8 C.9 C.9 C.10 ALTERNATE KEYNOTES A PROVIDE ALTERNATE DEDUCT FOR MANUAL SLIDING GATE IN LIEU OF AUTOMATIC POWERED GATE. OMIT SLIDING GATE OPERATOR AND CARD READER POST. SEE DETAIL 18/A-0.9B A A ±7'-6" (V.I.F.) (N) 8'-0" H WROUGHT IRON FENCE ±7 ' - 4 " V. I . F . (N ) 8 ' - 0 " H WR O U G H T IR O N FE N C E 2' - 8 " SAW-CUT LOOPS AND INSTALL NEW TRAFFIC LOOP GATE SENSOR WIRE. G.C. TO COORDINATE WITH MANUFACTURER FOR INSTALLATION RECOMMENDATIONS, DEPTH REQUIRED FOR LOOPS, AND LOOP LOCATION. REPAIR ASPHALT PAVING OVER LOOP WITH POLYURETHANE DETECTOR LOOP SEALANT. COORDINATE C.11 C.11 C.11 C.11C.11 1 11 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 Pl - ADA Upgrades12/2/2024 TV (9) EQ. SPACES ±4'-0" OC PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 A-0.9 RAMP ENLARGED PLANS, ELEVATIONS, AND SITE DETAILS AS NOTED 1SCALE: 3" = 1'-0"TYPICAL CONCRETE PAVING DETAIL NEW 2500 PSI CONCRETE WALKWAY, 4" MIN. PROVIDE #4 REBAR AT 18" O.C. EACH DIRECTION. PROVIDE LIFTS BELOW TO KEEP REBAR FRAME IN CENTER. 2" SAND CUSHION ON THOROUGHLY COMPACTED SUBGRADE COMPACTED SOIL BELOW 1 4" RAD. @ EDGES (TYP.) 1/8"4" THICK REINFORCED CONCRETE WALK A CONTROL JOINT 1 4" RAD. @ EDGES (TYP.) CONCRETE WALK WITH LIGHT BROOM FINISH. B EXPANSION JOINT NOTES: 1.PROVIDE CONTROL JOINTS AT 10'-0" O.C AND EXPANSION JOINTS AT 30'-0". 2.PROVIDE 1 2" EXPANSION JOINT WHERE NEW CONCRETE WALK ABUTS ANOTHER RIGID STRUCTURE. 18"18" 1/2" MAX PRE-MOLDED EXPANSION JOINT FILLER WITH BACKER ROD #4 REBAR W/ DOWEL @ 18" O.C. CENTER IN CONCRETE. 2'-0"6" NEW SLABEXISTING SLAB EQ . EQ . NEW 4" CONCRETE SLAB DOWEL TO MATCH NEW SLAB REINF. SET IN HOLE W/ ADHESIVE (E) CONCRETE SLAB EDGE OF (E) SLAB SAW CUT DRILL 3 4"Ø HOLE AND SET BAR IN EPOXY. EXPOSED END SHALL RECEIVE BITUMINOUS COATING BOND BREAK. VA R I E S * 12 " M A X . 6" 8" 8" LEVEL OF ADJACENT PAVING OR LANDSCAPE NEW CONCRETE WALK OVER COMPACTED SOIL PER DETAIL 17/- SLOPE <2.0% MAX. #4 REBAR @18" O.C. EA. WAY 1/2" MAX. EXPANSION JOINT, TYP. CONCRETE CURB #4 REBAR HE I G H T A S S P E C I F I E D 8" M I N . E M B E D EPOXY GROUT FOOTRAIL (WHERE OCCURS) 4" EPOXY GROUT NEW POST-MOUNTED STEEL TUBE RAIL 1 1/2" X 1 1/2" ROUNDED SQUARE A POST-MOUNTED RAIL W/ CURB 3" MIN. TO EDGE OF SLAB FINISH SURFACE OF WALK NEW CURB. SEE CIVIL DRAWINGS. HE I G H T A S S P E C I F I E D 8" M I N . E M B E D B POST-MOUNTED RAIL W/ FOOT RAIL EQ.EQ. 6" 6" 1'-6"4" (N) CONC SLAB (E) WALL OR EDGE OF SLAB VERIFY IN FIELD (N) CONC EXPANSION JOINT #4 DOWELS AT 18" O.C. PROVIDE JOINT FILLER 2SCALE: 3" = 1'-0"TYPICAL CONCRETE JOINTS 3SCALE: 1-1/2" = 1'-0"CONCRETE JOINT AT EXISTING PAVEMENT 4SCALE: 1-1/2" = 1'-0"TYP. CONC. CONNECTION TO EXISTING WALL8SCALE: 1-1/2" = 1'-0"TYP. CONCRETE CURB16SCALE: NTSRAMP DETAILS 6SCALE: 1/4" = 1'-0"RAMP DETAIL 7SCALE: NTSTYP. RAIL DETAIL & POST EMBEDMENT A PLAN DETAIL B ELEVATION DETAIL A PLAN DETAIL B RAMP HANDRAIL ELEVATION 3 A-0.9 4 A-0.9 7A A-0.9 8 A-0.9 7B A-0.9 1' - 0 " M I N . 1'-0" FINISH SURFACE OF CONCRETE SLAB LEVEL OF ADJACENT PAVING OR LANDSCAPE (N) CONC EXPANSION JOINT PROVIDE JOINT FILLER WHERE ADJ. TO PAVING VA R I E S 12SCALE: 1-1/2" = 1'-0"CONCRETE SLAB EDGE 12 A-0.9 16B A-0.9 7B A-0.9 3 A-0.9 6'-0"1'-8" 14'-0" RAMP RUN (SLOPE <8.3%) 6'-0" LANDING (SLOPE <2.0%) 14'-0" RAMP RUN (SLOPE <8.3%) 6'-0" LANDING (SLOPE <2.0%) 18'-11" RAMP RUN (SLOPE <8.3%) 7'-0" LANDING (SLOPE <2.0%)1'-0"1'-0" TREAD REM. ±5'-2" VIF TYP.TYP. (E) ±6'-2" VIF EQ.4'-0"EQ.3' - 6 " TR A N S I T I O N (S L O P E < 5 . 0 % ) 4' - 0 " W A L K (S L O P E < 2 . 0 % ) 4'-0" VIF (E) WALK 1'-0" MIN. 1'-0" MIN. 6' - 0 " 7' - 6 " 8'-8" LANDING (SLOPE <2.0%) 1" MAX.2"-4" CONTRASTING COLOR STRIP AT NOSING 4'-0" MIN. CLR. 4' - 6 " 1'-0" MIN. 5' - 6 " C L R . 4' - 0 " M I N . C L R . CONTRASTING COLOR STRIP AT UPPER APPROACH C GUARD RAIL ELEVATION SLOPE <2.0% MAX.SLOPE <2.0% MAX. FINISH SURFACE OF WALK NEW POST-MOUNTED STEEL TUBE RAIL 1 1/2" X 1 1/2" ROUNDED SQUARE 4 A-0.9 12 A-0.9 TYP.7B A-0.9 12 A-0.9 TYP.TYP. 12 A-0.9 TYP. 12 A-0.9 TYP. 1'-0" MIN. 1'-0" MIN. 1'-0" MIN. + (1) TREAD WIDTH (N) CONCRETE WALK ADJOIN & CONTINUE (E) WRAP WALK (N) CONCRETE WALK, SLAB 4 A-0.9 TYP. (N) CONCRETE RAMP W/ (3) RUNS, AND W/ INTERMEDIATE LANDINGS (REFER TO CIVIL DRAWINGS) (N) Ø1-1/2" T.S. HANDRAILS HEIGHT = 36" AFF TYP PAINT TO MATCH EXISTING (N) CONCRETE WALK ADJOIN & CONTINUE (E) WALK (REFER TO CIVIL DRAWINGS) (E) CURB (N) Ø1-1/2" T.S. HANDRAILS HEIGHT = 36" AFF TYP PAINT TO MATCH EXISTING (N) CONCRETE STAIR W/ (2) EQ. RISERS 12 A-0.9 TYP.(N) CONCRETE WALK ADJOIN & CONTINUE (E) WALK (REFER TO CIVIL DRAWINGS) (E) CURB BUILDING ENTRANCE SLOPE <8.3% MAX.SLOPE <8.3%SLOPE <8.3% SL O P E < 5 . 0 % SLOPE <2.0% SLOPE <2.0%SLOPE <2.0%SLOPE <2.0% SL O P E < 2 . 0 % SL O P E < 2 . 0 % SL O P E < 2 . 0 % SL O P E < 5 . 0 % (E) BUILDING (5) EQ. SPACES ±4'-0" O.C. (4) EQ. SPACES ±4'-0" O.C. (4) EQ. SPACES ±4'-0" O.C. 1'-0" 1'-0" MIN. 4'-0"1'-0" 1'-0"4'-0"1'-0" 1'-0" MIN. CL CL CL CL CL CL 3' - 0 " TY P . 1'-0" MIN. 1'-0" MIN. 1'-0" TREAD (2) EQ. RISERS (E) CURB LEVEL OF DRIVE 3' - 0 " (N) Ø1-1/2" T.S. HANDRAIL PAINT TO MATCH EXISTING FINISH SURFACE OF WALK FOOTRAIL (N) Ø1-1/2" T.S. POST EMBED 8" MIN. (N) Ø1-1/2" T.S. HANDRAIL PAINT TO MATCH EXISTING (1) TREAD WIDTH FACE OF (E) BUILDING (E) BUILDING ENTRANCE DOOR 16C A-0.9 (E) CONCRETE RAMP W/ (2) RUNS, AND W/ INTERMEDIATE LANDINGS (E) CURB (E) HANDRAIL & CURB (N) Ø1-1/2" T.S. HANDRAIL HEIGHT = 36" AFF TYP PAINT TO MATCH EXISTING EDGE OF (E) SLAB @ BUILDING 1'-0" MIN. 5' - 0 " MI N . 6"1'-6" PROVIDE A BEND AT THE PIPE WHERE RAIL TRANSITIONS AWAY FROM BUILDING 1-1/2" CLEAR 1-1/2" TO EDGE 1'-0" MIN. (N) DETECTABLE WARNING PER DETAIL 18/A-0.5 3' - 0 " (N) PEDESTRIAN CROSSWALK 4" WIDE STRIPING, COLOR: WHITE HATCH LINES @36" MAX. OC (N) PEDESTRIAN CROSSWALK 4" WIDE STRIPING, COLOR: BLUE HATCH LINES @36" MAX. OC 6'-0"7'-6 1/2" 3' - 3 " 4' - 6 " 6'-0"7'-6 1/2" (N) T.S. GUARD RAIL & CURB HEIGHT = 42" AFF TYP PAINT TO MATCH EXISTING (N) PLANTER AREA AND CURB (E) DRAIN TO REMAIN 8 A-0.9 FINISH SURFACE OF WALK (N) Ø1-1/2" T.S. POST EMBED 8" MIN. @ (E) SLAB (N) Ø1-1/2" T.S. HANDRAIL PAINT TO MATCH EXISTING EDGE OF (E) SLAB AT BUILDING (E) DOOR (E) RAIL MOUNTED TO CURB 3' - 0 " TY P . 7B A-0.9 7B A-0.9 TYP. (N) CURB. SEE CIVIL DRAWINGS. (N) Ø1-1/2" T.S. GUARD DRAIL PAINT TO MATCH EXISTING 7A A-0.9 (2) EQ. SPACES 3' - 6 " 4' - 0 " C L R . (E ) R A M P 1 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 GFI FE 2SCALE: 1/4" = 1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 A-0.9A ELEVATION KEYNOTES EXISTING EXTERIOR BUILDING WALL TO REMAIN.1 EXTERIOR ELEVATIONS - CANOPIES AND FENCING AS NOTED EXTERIOR ELEVATION - WROUGHT IRON FENCING IN SOUTH PARKING LOT EXISTING DOORS TO REMAIN.2 LEGEND 1SCALE:EXTERIOR ELEVATION - WEST PARKING LOT CANOPIES AT ENTRANCES 1/4" = 1'-0" 1A - 2B - 2B - A WROUGHT IRON FENCE @ SOUTH PARKING LOT SCALE: 1/4" = 1'-0" B WROUGHT IRON FENCE @ SOUTH PARKING LOT SCALE: 1/4" = 1'-0" ±82'-6" OVERALL FENCE LENGTH POSTS @ 8'-0" O.C. = 32'-0"±5'-2"16'-0" CLEAR OPENING POSTS @ 8'-0" O.C. = 16'-0" T.O. CURB +0'-6" GRADE VARIES T.O. FENCE +8'-0" GRADE VARIES T.O. FENCE +8'-0" ±124'-9" OVERALL FENCE LENGTH16'-0" CLEAR OPENING 2'-8"POSTS @ 8'-0" O.C. = 96'-0" EXISTING WINDOWS TO REMAIN.3 NEW WALL-MOUNTED LIGHT ABOVE DOOR. SPECIFICATION: MIMIK 30 M T2 18W, 3500K WALL MOUNTED LED LIGHT. FINISH: BK-81 BLACK.4 NEW 72"L x 48"D AMERICANA OUTDOORS IMPERIAL MARQUEE PRE-FABRICATED METAL CANOPY WITH 6" GUTTERS. COLOR: 510 BLACK. CENTER CANOPY IN DOOR. MOUNT TOP OF CANOPY TO ALIGN WITH BUILDING REVEAL AS SHOWN ON ELEVATION. SEE STRUCTURAL DRAWINGS FOR INSTALLATION INFORMATION. 5 CL OF DOOR CL OF DOOR 6"6" CL OF DOOR 6" CL OF DOOR 6" A EXTERIOR BUILDING ELEVATION - WEST BUILDING ENTRANCE SCALE: 1/4" = 1'-0" 1B - B EXTERIOR BUILDING ELEVATION - SOUTH EAST BUILDING ENTRANCE SCALE: 1/4" = 1'-0" T.O. F.F. +0'-0" T.O. WINDOWS/DOOR +8'-0" T.O. REVEAL +9'-10" NEW 96"L x 48"D AMERICANA OUTDOORS IMPERIAL MARQUEE PRE-FABRICATED METAL CANOPY WITH 6" GUTTERS. COLOR: 510 BLACK. CENTER CANOPY IN DOOR. MOUNT TOP OF CANOPY TO ALIGN WITH BUILDING REVEAL AS SHOWN ON ELEVATION. SEE STRUCTURAL DRAWINGS FOR INSTALLATION INFORMATION. 6 7 T.O. F.F. +0'-0" T.O. WINDOWS/DOOR +8'-0" T.O. REVEAL +9'-10" NEW 8'-0" HIGH WROUGHT IRON FENCE WITH POSTS AT 8'-0" O.C. TYP. WROUGHT IRON CURVED PICKETS, PRIVACY SECURITY MESH, AND RAZOR WIRE. COLOR: BLACK. SEE DETAIL 10/A-0.9B. SEE STRUCTURAL DRAWINGS FOR FENCE POST FOOTING INFORMATION. 8 NEW 16'-0" WIDE WROUGHT AUTOMATIC SLIDING GATE. COLOR: BLACK. SEE DETAIL 18/A-0.9B. SEE STRUCTURAL DRAWINGS. 9 9 RELOCATED ROOF DRAIN. 1 1 3 3 3 222 1 56 44 5 4 5 4 1 3 1 3 2 2 3 787 7 78 10 NEW 7'-0" H X 3'-0" W WROUGHT IRON GATE. PROVIDE PANIC HARDWARE ON INTERIOR SIDE OF GATE. PROVIDE CURVED PICKETS TO MATCH NEW FENCE. SEE DETAIL 11/A-0.9B. 10 3'-0" CLR. OPNG. 3'-0" CLR. OPNG. 10 12" FROM F.O. CURB MIN. 2'-8" 36" FROM F.O. CURB MIN. ±5'-8" 1 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 FENCE NOTES: 1.SECURITY STEEL FENCE. POST, RAILS AND PICKET SIZE ARE PROVIDED FOR REFERENCE. GENERAL CONTRACTOR TO COORDINATE FENCE COMPONENTS AND STYLE WITH FABRICATOR. 2. TOP RAIL AND BRACE RAIL: 3" x 3" x 3/8". SEE STRUCTURAL.3. PICKETS: 1"x1"x14 GA WITH CURVED PICKETS WITH POINT OR SPEAR AT THE TOP. PICKET SPACING: 3" MAX. 4. 5. 6. POST CONCRETE FOUNDATION PER STRUCTURAL 7. 8. 9. ENTIRE ASSEMBLY TO BE HOT-DIP GALVANIZED AND PRIMED WITH 1-2 COATS OF RUST INHIBITIVE METAL PRIMER. POSTS: 4" x 4" x 5/16 TYP. & 6" x 6" x 3/8" AT GATE OPENING. SEE STRUCTURAL. GENERAL CONTRACTOR TO SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIVACY SCREEN MESH. INSTALL FROM TOP RAIL TO BOTTOM RAIL ENTIRE ASSEMBLY TO BE HOT-DIP GALVANIZED AND PRIMED WITH 1-2 COATS OF RUST INHIBITIVE METAL PRIMER. POWDER COAT FINISH. COLOR: BLACK. 8'-0" MAX. CURVED PICKET STEEL POST TOP RAIL PICKET BOTTOM RAIL 3" 8' - 0 " CURVED PICKET STEEL POST TOP RAIL PRIVACY SCREEN MESH PICKET 3" BOTTOM RAIL SEE DETAIL B 10B - PRIVACY SCREEN MESH CONCRETE TRACK FOOTING ASPHALT PAVEMENT PER CIVIL DRAWING V-GROOVE WHEEL STEEL MOUNTING BRACKET PLATE STEEL TUBE FRAME 1/2" CONTINUOUS PRE-MOLDED EXPANSION JOINT FILLER #3 REINFORCING BAR WELDED TO ANGLE AND EMBEDDED TO CONCRETE GALVANIZED IRON ANGLE TRACK 3/4" ABOVE GRADE 8" 1'-0" 4" 3/ 4 " PAVEMENT PER CIVIL 42 " 12" CONCRETE BASE 42 " NEW PEDESTAL. MFR.: PEDESTALPRO. FINISH: BLACK POWDER COATED 6" 64 " 64 " NEW 24" X 24" CONCRETE BASE. CARD READER HOUSING. MANUFACTURER: ENGINEERED PARKING SYSTEM OR APPROVED EQUAL. COORDINATE DIMENSIONS WITH SECURITY VENDOR DRAWINGS. APPROVED OCFA SUB-MASTER KNOX BOX. GENERAL CONTRACTOR TO CONFIRM THAT BOX MEETS OCFA REQUIREMENTS BEFORE INSTALLING. KNOX BOX WILL STORE ACCESS KEYS FOR VEHICLES AND PEDESTRIAN GATES. VEHICLE ACCESS CONTROL DEVICE AND INTERCOM. SEE SECURITY VENDOR DRAWINGS FOR MORE INFORMATION. VEHICLE ACCESS CONTROL DEVICE AND INTERCOM. SEE SECURITY VENDOR DRAWINGS FOR MORE INFORMATION. 6" 2'-0" PAVEMENT PER CIVIL A #4 BAR AT 18" O.C. E.W3" NOTE: GENERAL CONTRACTOR TO COORDINATE INSTALLATION WITH SECURITY VENDOR DRAWINGS. GATE NOTES: 1.STEEL ROLL GATE. POST, RAILS, PICKETS AND DIAGONAL SPECIFICATIONS ARE PROVIDED FOR REFERENCE. GENERAL CONTRACTOR TO COORDINATE GATE COMPONENTS AND STYLE WITH FABRICATOR. 2. TOP RAIL AND DIAGONAL RAIL: 2" x 2" x 12 GA. BOTTOM RAIL: 2" x 4" X 11GA3. PICKETS: 1"x1"x14 GA WITH CURVED PICKETS WITH POINT OR SPEAR AT THE TOP. PICKET SPACING: 3" MAX.4. 5. 6. POST CONCRETE FOUNDATION PER STRUCTURAL 7. PROVIDE GATE TRACK OVER CONCRETE FOOTING PER DETAIL 8. 9. ENTIRE ASSEMBLY TO BE HOT-DIP GALVANIZED AND PRIMED WITH 1-2 COATS OF RUST INHIBITIVE METAL PRIMER. POWDER COAT FINISH. COLOR: BLACK. 18A POSTS:6" X 6" X 3/8" AT GATE OPENING. SEE STRUCTURAL. GENERAL CONTRACTOR TO SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL A SECTION 1'-1"16'-0" 8' - 0 " - 20 PRIVACY SCREEN MESH MATERIAL IF APPLICABLE. INSTALL FROM TOP RAIL TO BOTTOM RAIL 8' - 0 " 1' - 5 " 10.GATE STYLE TO MATCH FENCE PANEL. 3" MA X . 10 " PE R P L A N 3" 10 " 3' - 0 " PE R P L A N 3' - 0 " 3'-0"PER GATE SCHEDULE 10 " 10 " NOTES: 1. 2. 3.GATE CLOSER TO HAVE 5 LBS. MAX. PRESSURE AND SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREE, THE TIME REQUIRED TO MOVED THE DOOR TO A POSITION OF 12" FROM THE LATCH IS 5 SECONDS. DOOR CLOSURE MOUNTED ON 2"x20"x14 GA. PLATE WELED TO DOOR FRAME ADJACENT FENCE PANEL SHALL BE PROVIDED WITH 18 GA PERFORATED METAL SCREEN. 10"xGATE WIDTHx14 GA. STEEL PLATE WELDED TO DOOR FRAME. PANIC HARDWARE MOUNTED ON PUSH SIDE OF GATE. OFFSET PULL HANDLE ON PULL SIDE OF GATE WITH MORTISE LOCK. 10" HIGH KICK PLATE AT PUSH SIDE FINISH GRADE FINISH GRADE STAINLESS STEEL BALL BEARING HINGES (TYP.) ADJUST SO THAT FROM OPEN POSITION GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN. GATE WITH 18 GA. PERFORATED METAL SCREEN. COVER SECURED TO GATE AND PANEL FRAME GATE STRIKE CHANNEL LEVER HANDLE/LOCK (ADA COMPLIANT) 8' - 0 " 8' - 0 " CURVED PICKET . MATCH FENCE PICKET. ENTIRE ASSEMBLY TO BE HOT-DIP GALVANIZED AND PRIMED WITH 1-2 COATS OF RUST INHIBITIVE METAL PRIMER. POWDER COAT FINISH. COLOR: BLACK. STEEL SWING GATE WITH 18 GA. PERFORATED METAL SCREEN. GENERAL CONTRACTOR TO COORDINATE GATE COMPONENTS AND STYLE WITH FABRICATOR. CURVED PICKET WHERE OCCUR. SEE ELEVATION. 3"3" 4. GENERAL CONTRACTOR TO SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL. ADJACENT FENCE PANEL SHALL BE PROVIDED WITH 18 GA PERFORATED METAL SCREEN. GFI FE 3SCALE: 1/4" = 1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 A-0.9B ELEVATION KEYNOTES EXISTING EXTERIOR BUILDING WALL TO REMAIN.1 EXTERIOR FENCING ELEVATIONS & SITE DETAIL AS NOTED EXTERIOR ELEVATION - CHAIN LINK FENCE AT WEST PARKING LOT EXISTING CMU ENCLOSURE TO REMAIN.2 LEGEND 1D - 1A - 5 7 3A - NEW 6'-0" HIGH CHAIN LINK FENCE. COLOR: BLACK. INSTALL PER MANUFACTURE'S RECOMMENDATION. PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW. GRADE VARIES T.O. (E) FENCE +6'-0" GRADE VARIES T.O. (N) CHAIN LINK FENCE +6'-0" GRADE VARIES T.O. (N) CHAIN LINK FENCE +6'-0" GRADE VARIES T.O. (N) CHAIN LINK FENCE +6'-0" T.O. (E) FENCE +6'-0" SCALE: 1/4" = 1'-0"EXTERIOR ELEVATION - WROUGHT IRON GATE AT EAST ENTRANCE 1 GRADE VARIES T.O. (N) FENCE +6'-0" GRADE VARIES T.O. (N) FENCE +6'-0" NEW 6'-0" HIGH WROUGHT IRON FENCE. COLOR: BLACK. INSTALL PER MANUFACTURE'S RECOMMENDATION. PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW. A WROUGHT IRON GATE @ EAST ENTRANCE SCALE: 1/4" = 1'-0" B WROUGHT IRON GATE @ EAST ENTRANCE SCALE: 1/4" = 1'-0" A CHAIN LINK FENCE @ WEST PARKING LOT SCALE: 1/4" = 1'-0" B CHAIN LINK FENCE @ WEST PARKING LOT SCALE: 1/4" = 1'-0" C CHAIN LINK FENCE @ WEST PARKING LOT SCALE: 1/4" = 1'-0"D CHAIN LINK FENCE @ WEST PARKING LOT SCALE: 1/4" = 1'-0" 3B - 1B - 1C - EXISTING FENCING AND GATE TO REMAIN, PROTECT IN PLACE. CLEAN AND REPAIR DAMAGES FROM CONSTRUCTION.3 EXISTING LANDSCAPE HEDGES TO REMAIN, PROTECT IN PLACE.4 6 NEW 4'-0" WIDE CHAIN LINK GATE. INSTALL PER MANUFACTURE'S RECOMMENDATION. 8 NEW 6'-0" H x 3'-0" W WROUGHT IRON GATE. PROVIDE PANIC HARDWARE ON INTERIOR SIDE OF GATE. COLOR: BLACK. SEE DETAIL 11/-, SIM. INSTALL PER MANUFACTURE'S RECOMMENDATION. PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW. ±12'-0" EXISTING FENCING 89'-0" 77'-0" NEW CHAIN LINK FENCE ±28'-10" NEW CHAIN LINK FENCING (V.I.F.) 39'-6" NEW CHAIN LINK FENCING (V.I.F.) 5 56 2 1784 8 417 332 3 5 5 10SCALE: 1/2" = 1'-0"TYPICAL GATE DETAIL ELEVATIONS 1-1/2" = 1'-0"GATE TRACK DETAIL 19SCALE: 1/2" = 1'-0"CARD READER AND PAD DETAIL 18SCALE: 1/4" = 1'-0"TYPICAL GATE DETAIL 11SCALE: 20SCALE: 1/2" = 1'-0"TYPICAL GATE DETAIL ELEVATIONS 11 1 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 ±1 0 ' - 0 " ±2 0 ' - 0 " PORTION OF EXISTING CONCRETE CURB TO BE REMOVED. EXISTING CONCRETE CURB TO REMAIN, PROTECT IN PLACE. REPAIR AREAS DAMAGED BY DEMOLITION EXISTING PARKING STRIPING TO REMAIN. EXISTING LANDSCAPE IN PLANTER TO REMAIN. PROTECT IN PLACE. PATCH AND REPAIR AS REQUIRED. MATCH EXISTING PLANTING. EXISTING LANDSCAPE TO BE REWORKED PER NEW CURB RADIUS. ±1 8 " R20'-0" M I N . R3'-0" MI N . EXISTING CONCRETE CURB TO REMAIN, PROTECT IN PLACE. REPAIR AREAS DAMAGED BY DEMOLITION EXISTING PARKING STRIPING TO REMAIN. NEW CONCRETE CURB, RADIUS AS NOTED. MATCH EXISTING CONCRETE CURB HEIGHT, WIDTH, AND FINISH. PAINT AND LETTER FIRE LANE. SEE OVERALL SITE PLAN ON SHEET A-0.4. PATCH AND REPAIR LANDSCAPING AFFECTED BY SCOPE. MATCH EXISTING PLANTING. SCHEDULED MIRROR SCHEDULED COUNTERTOP AND SPLASH. PROVIDE MITER JOINT AT EDGE. EASE ALL EDGES. 3 4" THICK PLYWOOD SUB-STRARE BENEATH STONE COUNTERTOP "L" SHAPE 2"x2"x3 6" STEEL BRACKET SUPPORT (EVERY 3RD STUD MIN.) 1 4" BOLT (TYP.) REMOVABLE STAINLESS STEEL GUARD PANEL WITH CONTINUOUS PIANO HINGE. PROVIDE FITTINGS, BLOCKING AND SECURE TO WALL AS REQUIRED. PROVIDE MAGNETIC CATCH AND PULL TAB AT TOP OF GUARD PANEL. SCHEDULED FLOOR FINISH SCHEDULED WALL AND FINISH 2' - 1 0 " M A X . 5" 29 " M I N . 8" MIN. 9" M I N . 6" MIN. 17" MIN. 2' - 3 " M I N . ADA ACCESSIBLE KNEE CLEARANCE UNDER LAVATORY 40 " M A X TO B O T T O M O F M I R R O R 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 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 WALL FURRING INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT E1 ·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 A-30.0 1 2 3 4 5 6 9 10 1115 18 19 20 SCALE SCALE SCALE 1-1/2"=1'-0" SCALE SCALE SCALE SCALE SCALESCALESCALESCALESCALE SCALE SCALE WALL PARTITION DETAILS 1-1/2"=1'-0" N/A7 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/21/2024 ISSUE FOR PLAN CHECK 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 09/06/2024 D.S. K.L./M.P. 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 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. 08/20/2024 ISSUE FOR PLAN CHECK - OCFA 09/06/2024 PLAN CHECK COMMENTS 01 1 WALL TYPE A, A1 AND A2 NOT USED FURRING WALL - WALL TYPE E AND E1 13 14 SCALE SCALE NON-STRUCTURAL METAL STUD SIZING CHARTS12SCALE N.T.S N/ANOT USED N/ANOT USED N/ANOT USEDN/ANOT USED N/ANOT USED15SCALE N/ANOT USEDN/ANOT USED N/ANOT USED N/ANOT USED 1/8"=1'-0"FIRE LANE CURB TURNING RADIUS DETAIL N/ANOT USED N/ANOT USED N/ANOT USED 1"=1'-0"LAVATORY DETAIL NELSON ALGAZE No. C-21090 REN. 03/31/2025 L CENSE ARC EC SAE O CAL ORNA 1700 E St Andrew Pl - ADA Upgrades12/2/2024 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 06.21.2024 1700 E St Andrew Pl - ADA Upgrades12/2/2024 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 06.21.2024 1700 E St Andrew Pl - ADA Upgrades12/2/2024 X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 S2.0 OVERALL SITE PLAN Expires 9/30/25 06.21.2024 1700 E St Andrew Pl - ADA Upgrades12/2/2024 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 06.21.2024 1700 E St Andrew Pl - ADA Upgrades12/2/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/26/24 ISSUE FOR PLAN CHECK 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 06/21/2024 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 1700 E ST ANDREW PL SANTA ANA, CA 92705 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. 09/30/24 LT/AM LT VISION JOB #: 17201 VCS ISSUE DATE: 06/26/2024 1700 E St Andrew Pl - ADA Upgrades12/2/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/26/24 ISSUE FOR PLAN CHECK 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 06/21/2024 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 1700 E ST ANDREW PL SANTA ANA, CA 92705 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. 09/30/24 LT/AM LT VISION JOB #: 17201 VCS ISSUE DATE: 06/26/2024 1700 E St Andrew Pl - ADA Upgrades12/2/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/26/24 ISSUE FOR PLAN CHECK 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 06/21/2024 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 1700 E ST ANDREW PL SANTA ANA, CA 92705 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, NJ • 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. 09/30/24 LT/AM LT VISION JOB #: 17201 VCS ISSUE DATE: 06/26/2024 CLEANOUT DETAIL 1700 E St Andrew Pl - ADA Upgrades12/2/2024 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/26/24 ISSUE FOR PLAN CHECK 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 06/21/2024 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 1700 E ST ANDREW PL SANTA ANA, CA 92705 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, NJ • 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. 09/30/24 LT/AM LT VISION JOB #: 17201 VCS ISSUE DATE: 06/26/2024 1700 E St Andrew Pl - ADA Upgrades12/2/2024 K 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 ANDSTORAGE±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'SRESTROOM±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 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 WALKING PATH LOUNGE/GROUP ROOM±18'-3"X12'-9" ±234 SF YRC SENSORY 01±12'-9"X12'-9"±164 SF WALKINGPATH TV BOTTLEFILLER (4) COFFEEMAKER TVBUILT-IN BOOK SHELF 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 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 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 +8'-4" +12'-3"-OPEN 2 345 67891011121314151617181920212223242526272841403938373635343332313029 123456789101112131415161718192021222324252627282930 M FE +8'-4" +8'-4"+8'-4" VOC 01±16'-0"X28'-0"±443 SF ALARM FIRE ALARMPANEL B CHASESURFACE B +8'-4" K +63" GFI +44" GFI +63" GFI +44" GFI +8'-4" +8'-7" SFEC SFEC SFEC SFEC B+72" SFEC TVTV TV YRC MEN'S RESTROOM ±221 SF YRC WOMEN'S RESTROOM ±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 DJCO AND CAMERA ROOM ±18'-3"X38'-6" ±708 SF YRC WOMEN'S RESTROOM ±163 SF YRC MEN'S RESTROOM ±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-IN FREEZER TV TV YRC STAFF RESTROOMS ELEV. MECH. ROOM YRC CLIENT RESTROOMS BLDG TELE. ROOM YRC PRIVATE OFFICE 07 ±11'-9"X9'-3" ±110 SF FIRE RISER 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/S 6'X7' (2) W/S 6'X7'(2) W/S 6'X7' YRC CONFERENCE ROOM 01 ±20'-9"X12'-0" ±248 SF (N) MEN'S RESTROOM ±9'-0"X7'-6" ±68 SF MULTIPURPOSE ROOM ±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 EXIT DOOR YRC RECEPTION ±10'-9"X19'-6" ±208 SF 5 5.1 6 7 7.9 8 9 10 11 12 134.7 CASED OPENING 1 BOTTLE FILLER 2 3 4 5 6 7 8 9 1011121314151617 1819202122232425262728 41403938373635343332313029 123456789101112131415161718 192021222324252627282930 M FE VOC 01 ±16'-0"X28'-0" ±443 SF ALARM FIRE ALARM PANEL B CHASE SURFACE B +8'-7" 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 06/26/24 ISSUE FOR PLAN CHECK 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 06/21/2024 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 1700 E ST ANDREW PL SANTA ANA, CA 92705 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. 09/30/24 LT/AM LT VISION JOB #: 17201 VCS ISSUE DATE: 06/26/2024 SCOPE OF WORK "A" 1700 E St Andrew Pl - ADA Upgrades12/2/2024 K 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 ANDSTORAGE±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'SRESTROOM±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 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 WALKING PATH LOUNGE/GROUP ROOM±18'-3"X12'-9" ±234 SF YRC SENSORY 01±12'-9"X12'-9"±164 SF WALKINGPATH TV BOTTLEFILLER (4) COFFEEMAKER TVBUILT-IN BOOK SHELF 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 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 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 +8'-4" +12'-3"-OPEN 2 345 67891011121314151617181920212223242526272841403938373635343332313029 123456789101112131415161718192021222324252627282930 M FE +8'-4" +8'-4"+8'-4" VOC 01±16'-0"X28'-0"±443 SF ALARM FIRE ALARMPANEL B CHASESURFACE B +8'-4" K +63" GFI +44" GFI +63" GFI +44" GFI +8'-4" +8'-7" SFEC SFEC SFEC SFEC B+72" SFEC K U/C REF. R R R R V V V V (E) ELEV. WALK-IN REF WALK-IN FREEZER 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 FROSTED GLASS 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 MAT STORAGE ±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'S ROOM ±12'-9"X7'-0" ±88 SF TVS FITNESS/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/S 6'X5' (3) W/S 6'X5' LIFT (9) CHANGING ROOM ±4'-0"X5'-0" (±20 SF) CHANGING ROOM ±5'-0"X6'-0" ±30 SF MAT FLOOR TV WALKING PATH LOUNGE/GROUP ROOM ±18'-3"X12'-9" ±234 SF YRC SENSORY 01 ±12'-9"X12'-9" ±164 SF WALKING PATH TV BOTTLE FILLER (4) COFFEE MAKER TV BUILT-IN BOOK SHELF MEN'S RESTROOM ±334 SF WOMEN'S RESTROOM ±289 SF (3) W/S 8'X8'TVS OFFICE ±33'-0"X16'-6" ±534 SF COPY PRINT 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"D DOUBLE 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 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 STORAGE CABINETS STORAGE CABINET / CUBBIES TV BOTTLE FILLER 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 +8'-4" +12'-3" -OPEN +8'-4" +8'-4"+8'-4" +8'-4" K +63" GFI +44" GFI +63" GFI +44" GFI +8'-4" SFEC SFEC SFEC B+72" SFEC PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/26/24 ISSUE FOR PLAN CHECK 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 06/21/2024 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 1700 E ST ANDREW PL SANTA ANA, CA 92705 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. 09/30/24 LT/AM LT VISION JOB #: 17201 VCS ISSUE DATE: 06/26/2024 SCOPE OF WORK "B" 1700 E St Andrew Pl - ADA Upgrades12/2/2024 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 +85" K 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" 5 5.1 6 7 7.9 8 9 10 11 124.7 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 06/26/24 ISSUE FOR PLAN CHECK 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 06/21/2024 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 1700 E ST ANDREW PL SANTA ANA, CA 92705 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. 09/30/24 LT/AM LT VISION JOB #: 17201 VCS ISSUE DATE: 06/26/2024 SCOPE OF WORK "A" 1700 E St Andrew Pl - ADA Upgrades12/2/2024 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 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" 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 +85" K SFEC SFEC SFEC SFECSFEC SFEC SFEC SFEC SF E C SFEC SFEC +8'-5" +8'-3" +8'-5" +8'-3" +8'-3" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 06/26/24 ISSUE FOR PLAN CHECK 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 06/21/2024 635330 1700 E ST ANDREW ACCESSIBLITY UPGRADES 1700 E ST ANDREW PL SANTA ANA, CA 92705 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. 09/30/24 LT/AM LT VISION JOB #: 17201 VCS ISSUE DATE: 06/26/2024 SCOPE OF WORK "B" 1700 E St Andrew Pl - ADA Upgrades12/2/2024 714 W Olympic Boulevard, Suite 617, Los Angeles, CA 90015 •213.590.6119 • info@melqartinc.com • www.melqartinc.com STRUCTURAL CALCULATIONS Melqart Inc Job No: 24-7734 1700 East Saint Andrew Accessibility Upgrades 1700 East Saint Andrew Place Santa Ana, California 92705 Building Department Submittal June 21, 2024 PREPARED FOR: SAA Interiors + Architecture 18600 MacArthur Boulevard, Suite 100 Irvine, California 92612 Expires 9/30/25 06.21.2024 1700 E St Andrew Pl - ADA Upgrades12/2/2024 TABLE OF CONTENTS Pages ASCE7-16 Hazard Report: Wind/Seismic/Rain P1.1 to P1.7 Canopy Design P1.8 to P1.25 Fence Design P1.26 to P1.38 Gate Design P1.39 to P1.48 1700 E St Andrew Pl - ADA Upgrades12/2/2024 1. ASCE 7-16 HAZARD REPORT P1.1 1700 E St Andrew Pl - ADA Upgrades12/2/2024 ASCE Hazards Report Address: 92705 Santa Ana, California Standard:ASCE/SEI 7-16 Latitude:33.753799 Risk Category:II Longitude:-117.834191 Soil Class:D - Default (see Section 11.4.3) Elevation:158.35959022498704 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: Mon Jun 17 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/Mon Jun 17 2024 P1.2For canopy, risk II 1700 E St Andrew Pl - ADA Upgrades12/2/2024 SS : 1.297 S1 : 0.463 F a : 1.2 F v : N/A SMS : 1.557 SM1 : N/A SDS : 1.038 SD1 : N/A T L : 8 PGA : 0.543 PGA M : 0.651 F PGA : 1.2 Ie : 1 C v : 1.359 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. Mon Jun 17 2024 Page 2 of 3https://ascehazardtool.org/Mon Jun 17 2024 P1.3 1700 E St Andrew Pl - ADA Upgrades12/2/2024 Rain Results: Data Source: Date Accessed: 15-minute Precipitation Intensity: 2.64 in./h 60-minute Precipitation Intensity: 1.28 in./h NOAA National Weather Service, Precipitation Frequency Data Server, Atlas 14 (https://www.nws.noaa.gov/oh/hdsc/) Mon Jun 17 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/Mon Jun 17 2024 P1.4 1700 E St Andrew Pl - ADA Upgrades12/2/2024 ASCE Hazards Report Address: 1700 E Saint Andrew Pl Santa Ana, California 92705 Standard:ASCE/SEI 7-16 Latitude:33.721532 Risk Category:I Longitude:-117.845189 Soil Class:D - Default (see Section 11.4.3) Elevation:79.4535947669244 ft (NAVD 88) Wind Results: Wind Speed 89 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. 26.5-1A and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Thu Jun 20 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 15% probability of exceedance in 50 years (annual exceedance probability = 0.00333, MRI = 300 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 Jun 20 2024 P1.5 For fence and gate, risk I 1700 E St Andrew Pl - ADA Upgrades12/2/2024 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 Jun 20 2024 Page 2 of 3https://ascehazardtool.org/Thu Jun 20 2024 P1.6 1700 E St Andrew Pl - ADA Upgrades12/2/2024 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 Jun 20 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 Jun 20 2024 P1.7 1700 E St Andrew Pl - ADA Upgrades12/2/2024 2. CANOPY DESIGN P1.8 1700 E St Andrew Pl - ADA Upgrades12/2/2024 Load Criteria Project:Saint Andrew Accessibility Upgrades Location:Open Trellis Gravity DL (psf) Architetural Components 5.0 5.0 psf Beams 2.0 7.0 psf Framing 7.0 7.0 psf Page 1 of 1 P1.9 1700 E St Andrew Pl - ADA Upgrades12/2/2024 NonStructural Components Seismic Demand (ASCE/SEI 7-16) Project:Saint Andrew Accessibility Upgrades Location:Canopy 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 8.0 Section 13.3.1 with Respect to Base Average Roof Height of Structure (ft)h 15.0 Section 13.3.1 0.343 1.661 W 0.311 F =1.6.S .I .W = F =0.3 S . I W = FP = 0.343 WT Page 1 of 1 P1.10 1700 E St Andrew Pl - ADA Upgrades12/2/2024 P1.11 Saint Andrew Accessibility Upgrades 1700 East Saint Andrew Place, Santa Ana, California 92705 24-7734 6/21/2024 NN CANOPY DESIGN: Components and Cladding Wind Loading: ASCE 7-16, Section 30.7: Wind load is given by: P=qhGCN (ASCE 7-16, equation 30.7-1) where qh = 16.2 psf (see wind loads below) G = 0.85 CN = 1.2 (per ASCE 7-16, figure 30.7-1) PW = 16.2psf x 0.85 x 1.2 = 16.5psf Pseismic = 0.343W = 0.343 x 7psf = 2.401 psf < PW = 16.5 psf -----> Wind governs seismic 1700 E St Andrew Pl - ADA Upgrades12/2/2024 P1.12 Saint Andrew Accessibility Upgrades 1700 East Saint Andrew Place, Santa Ana, California 92705 24-7734 6/21/2024 NN CANOPY DESIGN: Beams Design: B1 Design: Length = 4ft cantilevered DL = 5psf LL = 20psf Tributary width = 6ft Wind = 16.5psf **See next page for Enercalc Report B2 Ledger: Length = 6ft Loads transferred from B1: RD = 0.182 kips RL = 0.48 kips RW = 0.396 kips MD = 0.06 kip-ft ML = 0.24 kip-ft MW = 0.198 kip-ft B1 O u t r i g g e r B1 O u t r i g g e r B2 Ledger 1700 E St Andrew Pl - ADA Upgrades12/2/2024 P1.17 Saint Andrew Accessibility Upgrades 1700 East Saint Andrew Place, Santa Ana, California 92705 24-7734 6/21/2024 NN CANOPY DESIGN: Connection Design: Loading: Loads transferred from B1 : RD = 0.182 kips RL = 0.48 kips RW = 0.396 kips ASD load combination: D + 0.75 L + 0.75(0.6W) = (ASCE7-16, section 2.4.1, L.C. 6) Governing VS = 0.182kips + 0.75 x 0.48kips + 0.75x0.6x0.396kips = 0.72kips /(6'/16"/12) = 0.18kips = 180lb MD = 0.37 kip-ft ML = 0.96 kip-ft MW = 0.79 kip-ft ASD load combination: D + 0.75 L + 0.75(0.6W) = (ASCE7-16, section 2.4.1, L.C. 6) Governing MS = 0.37k-ft + 0.75 x 0.96k-ft + 0.75x0.6x0.79k-ft = 1.44kips-ft/(6'/16"/12) = 0.36kip-ft x 1000x12 = 4320 lb-in 1700 E St Andrew Pl - ADA Upgrades12/2/2024 www.hilti.com Hilti PROFIS Engineering 3.0.95 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1 Company: Address: Phone I Fax: Design: Fastening point: | Masonry - Jun 19, 2024 Page: Specifier: E-Mail: Date: 1 6/19/2024 Specifier's comments: 1 Input data Anchor type and diameter: Kwik Bolt 1 - CS 5/8 (4) Item number: 2231464 KB1 5/8x6 Effective embedment depth: hef = 4.000 in. Material: Carbon Steel Evaluation Service Report: Hilti Technical Data Issued I Valid: - | - Proof: Design Method ASD Masonry Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.250 in. Anchor plateR : lx x ly x t = 12.000 in. x 12.000 in. x 0.250 in.; (Recommended plate thickness: not calculated) Profile: no profile Base material: Grout-filled CMU, L x W x H: 16.000 in. x 8.000 in. x 8.000 in.; Joints: vertical: 0.375 in.; horizontal: 0.375 in. Base material temperature: 68 °F Installation: Face installation Seismic loads no R - The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] P1.18 1700 E St Andrew Pl - ADA Upgrades12/2/2024 www.hilti.com Hilti PROFIS Engineering 3.0.95 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2 Company: Address: Phone I Fax: Design: Fastening point: | Masonry - Jun 19, 2024 Page: Specifier: E-Mail: Date: 2 6/19/2024 Geometry [in.] & Loading [lb, in.lb] 1.1 Design results Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] 1 Combination 1 N = 0; Vx = 180; Vy = 0; Mx = 4,320; My = 0; Mz = 0; no 42 P1.19 1700 E St Andrew Pl - ADA Upgrades12/2/2024 www.hilti.com Hilti PROFIS Engineering 3.0.95 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3 Company: Address: Phone I Fax: Design: Fastening point: | Masonry - Jun 19, 2024 Page: Specifier: E-Mail: Date: 3 6/19/2024 2 Load case/Resulting anchor forces Load case: Service loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 0 90 90 0 2 477 90 90 0 max. compressive strain: 0.02 [‰] max. compressive stress: 28 [psi] resulting tension force in (x/y)=(0.000/4.000): 477 [lb] resulting compression force in (x/y)=(0.000/-5.063): 477 [lb] Anchor forces are calculated based on the assumption of a rigid anchor plate. P1.20 1700 E St Andrew Pl - ADA Upgrades12/2/2024 www.hilti.com Hilti PROFIS Engineering 3.0.95 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 4 Company: Address: Phone I Fax: Design: Fastening point: | Masonry - Jun 19, 2024 Page: Specifier: E-Mail: Date: 4 6/19/2024 3 Tension load (Most utilized anchor 2) Load Ps [lb]Capacity Pt [lb]Utilization bP = Ps/Pt [%]Status Overall strength 477 1,140 42 OK 3.1 Overall strength Pt,Base = Value refer to Hilti Technical Data Pt = Pt,Base · fred,E · fred,s · fred,Temp · fred,Bedjoint Pt ³ Ps Variables cmin [in.]ccr [in.]smin [in.]scr [in.]Temperature [°F] 4.000 12.000 5.000 16.000 68 Results Pt [lb]Pt,Base [lb]Ps [lb]fred,E fred,S fred,Temp fred,Bedjoint 1,140 1,140 477 1.000 1.000 1.000 1.000 P1.21 1700 E St Andrew Pl - ADA Upgrades12/2/2024 www.hilti.com Hilti PROFIS Engineering 3.0.95 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 5 Company: Address: Phone I Fax: Design: Fastening point: | Masonry - Jun 19, 2024 Page: Specifier: E-Mail: Date: 5 6/19/2024 4 Shear load (Most utilized anchor 2) Load Vs [lb]Capacity Vt [lb]Utilization bV = Vs/Vt [%]Status Overall strength para and perp, (Dir. x+)1 --8 OK 1Shear utilization may result from parallel and perpendicular shear (see details) 4.1 Overall strength parallel Vt,Base,||= Value refer to Hilti Technical Data Vt,||= Vt,Base,|| · fred,E,|| · fred,s,|| · fred,Temp Vt,||³ Vs,|| Variables cmin [in.]ccr [in.]smin [in.]scr [in.]Temperature [°F] 4.000 12.000 5.000 11.000 68 Results Vt,|| [lb]Vt,Base,|| [lb]Vs,|| [lb]fred,E,||fred,S,||fred,Temp Utilization bV,|| [%] 0 1,371 0 0.000 0.000 1.000 0 4.2 Overall strength perpendicular Vt,Base,^= Value refer to Hilti Technical Data Vt,^= Vt,Base,^ · fred,E,^ · fred,s,^ · fred,Temp Vt,^³ Vs,^ Variables cmin [in.]ccr [in.]smin [in.]scr [in.]Temperature [°F] 4.000 12.000 5.000 11.000 68 Results Vt,^ [lb]Vt,Base,^ [lb]Vs,^ [lb]fred,E,^fred,S,^fred,Temp Utilization bV,^ [%] 1,261 1,371 90 1.000 0.920 1.000 7 4.3 Shear interaction bV,|| = Vs,|| Vt,|| bV,^ = Vs,^ Vt,^d Utilization bV [%]Status 0.000 0.071 1.667 8 OK bV = bd V,|| + bd V,^ <= 1.0 P1.22 1700 E St Andrew Pl - ADA Upgrades12/2/2024 www.hilti.com Hilti PROFIS Engineering 3.0.95 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 6 Company: Address: Phone I Fax: Design: Fastening point: | Masonry - Jun 19, 2024 Page: Specifier: E-Mail: Date: 6 6/19/2024 5 Combined tension and shear loads (Most utilized anchor 2) bP = Ps Pt bV,|| = Vs,|| Vt,|| bV,^ = Vs,^ Vt,^a Utilization bP,V [%]Status 0.234 0.000 0.012 1.667 25 OK bP,V = ba P + ba V,|| + ba V,^ <= 1.0 6 Warnings • The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C, EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Refer to the manufacturer's product literature for cleaning and installation instructions. • For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/ • The min. sizes of the bricks, the masonry compressive strength, the type / strength of the mortar and the grout (in case of fully grouted CMU walls) has to fulfill the requirements given in the relevant ESR-approval or in the PTG. • Only the local load transfer from the anchor(s) to the wall is considered, a further load transfer in the wall is not covered by PROFIS! • Wall is assumed as being perfectly aligned vertically – checking required(!): Noncompliance can lead to significantly different distribution of forces and higher tension loads than those calculated by PROFIS. Masonry wall must not have any damages (neither visible nor not visible)! While installation, the positioning of the anchors needs to be maintained as in the design phase i.e. either relative to the brick or relative to the mortar joints. • The effect of the joints on the compressive stress distribution on the plate / bricks was not taken into consideration. • If no significant resistance is felt over the entire depth of the hole when drilling (e.g. in unfilled butt joints), the anchor should not be set at this position or the area should be assessed and reinforced. Hilti recommends the anchoring in masonry always with sieve sleeve. Anchors can only be installed without sieve sleeves in solid bricks when it is guaranteed that it has not any hole or void. • The accessories and installation remarks listed on this report are for the information of the user only. In any case, the instructions for use provided with the product have to be followed to ensure a proper installation. • The compliance with current standards (e.g. 2018, 2015, 2012, 2009 and 2006 IBC) is the responsibility of the user. • Drilling method (hammer, rotary) to be in accordance with the approval! • Masonry needs to be built in a regular way in accordance with state-of the art guidelines! Fastening meets the design criteria! P1.23 1700 E St Andrew Pl - ADA Upgrades12/2/2024 www.hilti.com Hilti PROFIS Engineering 3.0.95 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 7 Company: Address: Phone I Fax: Design: Fastening point: | Masonry - Jun 19, 2024 Page: Specifier: E-Mail: Date: 7 6/19/2024 Coordinates Anchor [in.] Anchor x y c-x c+x c-y c+y 1 0.000 -4.000 20.000 16.000 32.000 40.000 2 0.000 4.000 20.000 16.000 40.000 32.000 7 Installation data Anchor type and diameter: Kwik Bolt 1 - CS 5/8 (4) Profile: no profile Item number: 2231464 KB1 5/8x6 Hole diameter in the fixture: df = 0.687 in. Maximum installation torque: 421 in.lb Plate thickness (input): 0.250 in. Hole diameter in the base material: 0.625 in. Hole depth in the base material: 4.750 in. Drilling method: Drilled in hammer mode Minimum thickness of the base material: 7.625 in. Hilti KB1 stud anchor with 4 in embedment, 5/8 (4), Steel galvanized, installation per instruction for use P1.24 1700 E St Andrew Pl - ADA Upgrades12/2/2024 www.hilti.com Hilti PROFIS Engineering 3.0.95 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 8 Company: Address: Phone I Fax: Design: Fastening point: | Masonry - Jun 19, 2024 Page: Specifier: E-Mail: Date: 8 6/19/2024 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. P1.25 1700 E St Andrew Pl - ADA Upgrades12/2/2024 3. FENCE DESIGN P1.26 1700 E St Andrew Pl - ADA Upgrades12/2/2024 P1.27 Saint Andrew Accessibility Upgrades 1700 East Saint Andrew Place, Santa Ana, California 92705 24-7734 6/21/2024 NN FENCE DESIGN: Dimensions of the fence: h = 8ft (measured from ground) s = 7ft B = 8ft B/s = 8ft/7ft = 1.14 < 2 ------> Case C does not need to be considered as per ASCE7-16, Figure 29.3-1 (see next page for snapshot) See next page for wind calculation excel sheet Fence Post Fence Beam 8ft 8ft 6" 7' 6" 1700 E St Andrew Pl - ADA Upgrades12/2/2024 Force Coefficients, C f , for Case C Region (horizontal distance from windward edge) Aspect Ratio,B∕s 2 3 4 5 6 7 8 9 10 13 ≥45 0 to s 2.25 2.60 2.90 3.10* 3.30* 3.40* 3.55* 3.65* 3.75* 4.00* 4.30* s to 2s 1.50 1.70 1.90 2.00 2.15 2.25 2.30 2.35 2.45 2.60 2.55 2s to 3s 1.15 1.30 1.45 1.55 1.65 1.70 1.75 1.85 2.00 1.95 3s to 10s 1.10 1.05 1.05 1.05 1.05 1.00 0.95 3s to 4s 1.50 1.85 4s to 5s 1.35 1.85 5s to 10s 0.90 1.10 >10s 0.55 0.55 *Values shall be multiplied by the following reduction factor when a return corner is present: Lr /S Reduction Factor 0.3 0.90 1.0 0.75 ≥2 0.60 Notes 1. The term “signs”in these notes also applies to freestanding walls. 2. Signs with openings comprising less than 30% of the gross area are classified as solid signs. Force coefficients for solid signs with openings shall be permitted to be multiplied by the reduction factor (1 −ð1 −εÞ1.5 ). 3. To allow for both normal and oblique wind directions, the following cases shall be considered: For s ∕h < 1: Case A: Resultant force acts normal to the face of the sign through the geometric center. Case B: Resultant force acts normal to the face of the sign at a distance from the geometric center toward the windward edge equal to 0.2 times the average width of the sign. For double-faced signs with all sides enclosed and Rmax ≤0.4, it is permitted to use force eccentricity,e =ð0.2 −0.25Rmax ÞB. For double-faced signs with all sides enclosed and Rmin ≤0.75, it is permitted to multiply tabulated C f values in Cases A and B by the reduction factor, (1 −0.133Rmin ). For B ∕s ≥2, Case C must also be considered; Case C: Resultant forces act normal to the face of the sign through the geometric centers of each region. For s ∕h =1: The same cases as above except that the vertical locations of the resultant forces occur at a distance above the geometric center equal to 0.05 times the average height of the sign. 4. For Case C where s ∕h >0.8, force coefficients shall be multiplied by the reduction factor (1.8 −s ∕h). It is permitted to apply this reduction with those specified in Note 3. 5. Linear interpolation is permitted for values of s ∕h,B ∕s, and Lr ∕s other than shown. FIGURE 29.3-1 (Continued ). Design Wind Loads (All Heights): Force Coefficients,Cf, for Other Structures—Solid Freestanding Walls and Solid Freestanding Signs 324 STANDARD ASCE/SEI 7-16 P1.28 1700 E St Andrew Pl - ADA Upgrades12/2/2024 24-7734 6/20/2024 SOLID FREESTANDING WALLS & SOLID SIGNS (ASCE 7-16 , Section 29.3) Project: Sign Geometry / Cf Factor:(Figure 29.3-1) Horizontal Dimension of Sign, B = 8 ft Height of the Sign, h = 8 ft Vertical Dimension of the sign, s=7 ft ft Exposure =C B/s =1.1 (Case C Analysis Not Required) s/h =0.9 αOPNG = 1 - (AOPNG / As)1.5 =1.00 Velocity Pressure:(Section 26.10)Topographic Factor:(Figure 26.8-1) Kz =0.85 H = 0 ft Kzt =1.00 (Equation 26.8-1 / Figue 26.8-1)Lh =1 ft Kd =0.85 x =0 ft V =89 mph z =0 ft Ke=1.00 G =0.850 (Equation 26.10-1)K1 =0.00 Design Wind Load:K3 =1.00 W = qh G Cf αAREA =19.8 psf Kzt=1.00 Case A: @ x =4.00 ft y =4.50 ft Case B: @ x =2.40 ft OR 5.60 ft y =4.50 ft Where: B/s = Aspect Ratio, Figure 29.3-1 h = Distance Upwind of Crest to H/2 (ft), Figure 26.8-1 s/h = Clearance Ratio, Figure 29.3-1 x = Distance to Building Site from Crest (ft), Figure 26.8-1 G = Gust Factor, Section 26.11 z = Height Above Local Ground Level (ft), Figure 26.8-1 V = Wind Velocity (mph), Section 26.5 Ke = Ground Elevation Factor, Section 26.9 Date Job # Sheet # Initials Solid Freestanding Walls & Solid Signs Page 1 of 1 P1.29 1700 E St Andrew Pl - ADA Upgrades12/2/2024 P1.30 Saint Andrew Accessibility Upgrades 1700 East Saint Andrew Place, Santa Ana, California 92705 24-7734 6/21/2024 NN FENCE DESIGN: Wind Design: From previous page excel sheet: Wind = 19.8psf Fence is at least 50% open , therefore reduction is allowed as per ASCE7-16, figure 29.3-1,note 2: reduction factor = (1-(1-ε )1.5) where ε = ratio of solid area to gross area = 100% - 50% = 50% = 0.5 reduction factor = (1-(1-0.5)1.5) = 0.65 ---> W = 19.8 x ε = 22.6 x 0.65 = 12.87 psf say 13psf 1700 E St Andrew Pl - ADA Upgrades12/2/2024 P1.31 Saint Andrew Accessibility Upgrades 1700 East Saint Andrew Place, Santa Ana, California 92705 24-7734 6/21/2024 NN FENCE DESIGN: h Elevation view wi n d Wind 8ft Steel Post Design: Post Properties: Height, h= 8'-0" Spacing, s = 8ft Wind load acting: W = 13psf (see previous pages calculations) Tributary width = 8ft Pwind= Wwind x trib width= 13psf x 8' = 104plf **See next page for Enercalc report Steel Beam Design: Length = 8ft Tributary width= 8ft/2 = 4ft Load acting on the beam: Wind W= 14psf (see previous page calculations) Pwind= Wwind x trib width= 13psf x 4' = 52 plf **See next page for Enercalc report 1700 E St Andrew Pl - ADA Upgrades12/2/2024 Steel Beam LIC# : KW-06014491, Build:20.24.06.04 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:Fence Beam Project File: St Andrew Site Upgrades.ec6 Project Title:Saint Andrew Accessibility Upgrades Engineer:NN Project ID:24-7734 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 Completely Unbraced 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 : W = 0.0520 k/ft, Tributary Width = 1.0 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.047 : 1 Load Combination +1.20D+W Span # where maximum occurs Span # 1 0.2660 k Mn * Phi : Allowable 11.213 k-ft Vn * Phi : Allowable HSS3x3x3/8Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+W 33.862 k Section used for this span HSS3x3x3/8 Mu : Applied Maximum Shear Stress Ratio =0.008 : 1 0.000 ft 0.532 k-ft Vu : Applied 0 <240.0 2626 Ratio =0 <180 Maximum Deflection Max Downward Transient Deflection 0.044 in 2,185Ratio =>=240. Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.037 in Ratio =>=180 Max Upward Total Deflection 0 in Span: 1 : W Only n/a Span: 1 : +D+0.60W 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 = 8.00 ft 1 0.012 0.002 0.14 0.14 12.46 11.21 1.14 1.00 0.07 37.62 33.86 +1.20D Dsgn. L = 8.00 ft 1 0.010 0.002 0.12 0.12 12.46 11.21 1.14 1.00 0.06 37.62 33.86 +1.20D+0.50W Dsgn. L = 8.00 ft 1 0.029 0.005 0.32 0.32 12.46 11.21 1.14 1.00 0.16 37.62 33.86 +1.20D+W Dsgn. L = 8.00 ft 1 0.047 0.008 0.53 0.53 12.46 11.21 1.14 1.00 0.27 37.62 33.86 +0.90D+W Dsgn. L = 8.00 ft 1 0.045 0.007 0.50 0.50 12.46 11.21 1.14 1.00 0.25 37.62 33.86 +0.90D Dsgn. L = 8.00 ft 1 0.008 0.001 0.09 0.09 12.46 11.21 1.14 1.00 0.04 37.62 33.86 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections W Only 1 0.0439 4.023 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 0.208 0.208 Max Upward from Load Combinations 0.173 0.173 Max Upward from Load Cases 0.208 0.208 P1.32 1700 E St Andrew Pl - ADA Upgrades12/2/2024 Steel Beam LIC# : KW-06014491, Build:20.24.06.04 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:Fence Beam Project File: St Andrew Site Upgrades.ec6 Project Title:Saint Andrew Accessibility Upgrades Engineer:NN Project ID:24-7734 Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS D Only 0.048 0.048 +D+0.60W 0.173 0.173 +D+0.450W 0.142 0.142 +0.60D+0.60W 0.154 0.154 +0.60D 0.029 0.029 W Only 0.208 0.208 P1.33 1700 E St Andrew Pl - ADA Upgrades12/2/2024 Steel Column LIC# : KW-06014491, Build:20.24.06.04 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:Fence Post Project File: St Andrew Site Upgrades.ec6 Project Title:Saint Andrew Accessibility Upgrades Engineer:NN Project ID:24-7734 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 Free, Bottom FixedAnalysis Method : 8.0Overall Column Height Top & Bottom FixityLoad Resistance Factor Fy : Steel Yield ksi29,000.0 ksi Steel Section Name :HSS4x4x5/16 46.0 ft E : Elastic Bending Modulus Unbraced Length for buckling ABOUT X-X Axis = 8 ft, K = 2.1 Unbraced Length for buckling ABOUT Y-Y Axis = 8 ft, K = 2.1 Brace condition : .Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 118.229 lbs * Dead Load Factor BENDING LOADS . . . Lat. Uniform Load creating Mx-x, W = 0.1040 k/ft .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.1740 Location of max.above base 0.0 ft 0.1419 k 50.596 k -3.328 k-ft Load Combination +1.20D+W Load Combination +1.20D+W 19.286 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 0.8320 k 0.02209 : 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 19.286 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 0.8320 k Maximum Load Deflections . . . Along Y-Y 0.3456 in at 8.0 ft above base for load combination :W Only Along X-X 0.0 in at 0.0 ft above base for load combination : 37.672 . 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 ftft0.003 2.33 1.00 135.30 135.30 +1.20D PASS PASS0.00 0.000 0.00 ftft0.003 2.33 1.00 135.30 135.30 +1.20D+0.50W PASS PASS0.00 0.011 0.00 ftft0.088 2.33 1.00 135.30 135.30 +1.20D+W PASS PASS0.00 0.022 0.00 ftft0.174 2.33 1.00 135.30 135.30 +0.90D+W PASS PASS0.00 0.022 0.00 ftft0.174 2.33 1.00 135.30 135.30 +0.90D PASS PASS0.00 0.000 0.00 ftft0.002 2.33 1.00 135.30 135.30 . 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 0.118 +D+0.60W 0.118 0.499 -1.997 +D+0.450W 0.118 0.374 -1.498 +0.60D+0.60W 0.071 0.499 -1.997 +0.60D 0.071 W Only 0.832 -3.328 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 0.118 P1.34 1700 E St Andrew Pl - ADA Upgrades12/2/2024 Steel Column LIC# : KW-06014491, Build:20.24.06.04 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:Fence Post Project File: St Andrew Site Upgrades.ec6 Project Title:Saint Andrew Accessibility Upgrades Engineer:NN Project ID:24-7734 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"0.832 -3.328 MaximumReaction, X-X Axis Base 0.118 Minimum"0.118 MaximumReaction, Y-Y Axis Base 0.832 -3.328 Minimum"0.118 MaximumReaction, X-X Axis Top 0.118 Minimum"0.118 MaximumReaction, Y-Y Axis Top 0.118 Minimum"0.118 MaximumMoment, X-X Axis Base 0.118 Minimum"0.832-3.328 -3.328 MaximumMoment, Y-Y Axis Base 0.118 Minimum"0.118 MaximumMoment, X-X Axis Top 0.118 Minimum"0.118 MaximumMoment, Y-Y Axis Top 0.118 Minimum"0.118 .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+0.60W 0.0000 0.207 8.000 ftftinin0.000 +D+0.450W 0.0000 0.156 8.000 ftftinin0.000 +0.60D+0.60W 0.0000 0.207 8.000 ftftinin0.000 +0.60D 0.0000 0.000 0.000 ftftinin0.000 W Only 0.0000 0.342 7.946 ftftinin0.000 .Steel Section Properties :HSS4x4x5/16 R xx = 1.490 in Depth =4.000 in R yy = 1.490 in J =15.300 in^4 Width =4.000 in Wall Thick = 0.313 in Zx =5.590 in^3 Area = 4.100 in^2 Weight =14.779 plf I xx =9.14 in^4 S xx =4.57 in^3Design Thick =0.291 in I yy =9.140 in^4 C =7.910 in^3 S yy =4.570 in^3 Ycg =0.000 in P1.35 1700 E St Andrew Pl - ADA Upgrades12/2/2024 Steel Column LIC# : KW-06014491, Build:20.24.06.04 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:Fence Post Project File: St Andrew Site Upgrades.ec6 Project Title:Saint Andrew Accessibility Upgrades Engineer:NN Project ID:24-7734 Project Descr: Sketches P1.36 1700 E St Andrew Pl - ADA Upgrades12/2/2024 P1.37 Saint Andrew Accessibility Upgrades 1700 East Saint Andrew Place, Santa Ana, California 92705 24-7734 6/21/2024 NN FENCE DESIGN: Footing design (Footing below Fence post): Load criteria: PW = 104 plf (see previous calculations) Lateral Bearing Pressure = 100psf/ft (CBC 2022, table 1806.2) As per section 1806.3.3, lateral bearing pressure can be increased for each additional foot. Assuming 3ft depth, lateral bearing pressure = 300psf/ft **See next page for Enercalc Report 1700 E St Andrew Pl - ADA Upgrades12/2/2024 Pole Footing Embedded in Soil LIC# : KW-06014491, Build:20.24.06.04 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:Pole Footing below Fence Post Project File: St Andrew Site Upgrades.ec6 Project Title:Saint Andrew Accessibility Upgrades Engineer:NN Project ID:24-7734 Project Descr: Code References Calculations per IBC 2021 1807.3, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Circular 24.0 300.0 1,500.0 No Lateral Restraint at Ground Surface Pole Footing Shape Pole Footing Diameter . . . . . . . . . . .in Allow Passive . . . . . . . . . . . . . . . . . . . . . .pcf Max Passive . . . . . . . . . . . . . . . . . . . . . .psf Calculate Min. Depth for Allowable Pressures +0.60WGoverning Load Combination : Lateral Load 0.4992 Moment 1.997 k-ft Minimum Required Depth 3.625 ft k NO Ground Surface Restraint Pressures at 1/3 Depth Actual 358.958 psf Allowable 359.853 psf Controlling Values ft^2Footing Base Area 3.142 Maximum Soil Pressure 0.0 ksf k k k k k Applied Loads k Lateral Concentrated Load (k) D : Dead Load L : Live Lr : Roof Live S : Snow W : Wind E : Earthquake H : Lateral Earth Load distance above 0.0 k k k k k k k ft Lateral Distributed Loads (klf) TOP of Load above ground surface BOTTOM of Load above ground surface 0.1040 8.0 k/ft k/ft k/ft k/ft k/ft k/ft k/ft ftground surface ft Vertical Load (k) k Load Combination Results Factor Soil IncreaseForces @ Ground Surface Load Combination Required Loads - (k)Moments - (ft-k)Depth - (ft) Pressure at 1/3 Depth Allow - (psf)Actual - (psf) 0.00.000 0.000 0.13 1.0000.0 359.00.499 1.997+0.60W 3.63 1.000359.9 320.20.374 1.498+0.450W 3.25 1.000322.0 P1.38 1700 E St Andrew Pl - ADA Upgrades12/2/2024 4. GATE DESIGN P1.39 1700 E St Andrew Pl - ADA Upgrades12/2/2024 P1.40 Saint Andrew Accessibility Upgrades 1700 East Saint Andrew Place, Santa Ana, California 92705 24-7734 6/21/2024 NN GATE DESIGN: Weight of 16 ft gate = 467lb (See next page for reference). Say 500lb We will be considering half weight of the gate as a lateral live load to take into account the sliding effect of the gate. PLL = 500lbs / 2 = 250lbs According to ASCE7-16, chapter 13 for non-structural components. From table 13.5-1, for exterior non structural wall elements and connections: ap = 1.0 Rp = 2.5 Fp = [(0.4 x ap x SDS x W) / (Rp / Ip)] x (1 + 2 x (z/h)) = [(0.4 x 1 x 1.018 x W) / (2.5 / 1)] x (1+2) Fp = 0.489 W Fp, min = 0.3 x SDS x Ip x W = 0.3 x 1.018 x 1 x W = 0.3054 W Fp,max = 1.6 x SDS x Ip x W = 1.6 x 1.018 x 1 x W = 1.6288 W ---> Fp, 16ft Gate = 0.489W = 0.489x 500lbs = 245lbs Wind loads: Since it is a non building structure, we will be using chapter 29 from ASCE7-16. Using equation 29.3-1: F = qh x G x Cf x As qh = 0.00256 Kz Kzt Ke Kd V2 = 0.00256 x 0.85 x 1 x 1 x 0.85 x 892 = 14.65psf Kz = 0.85 (ASCE7-16, Table 26.10-1) Kzt = 1 (ASCE7-16, Figure 26.8-1) Ke = 1 (ASCE7-16, Table 26.9-1) kd = 0.85 B = 16ft s = 8ft h = 8ft s/h = 1 B/s = 2 Cf = 1.4 As = 8ft x 16ft = 128SF F = 14.65 x 0.85 x 1.4 x As = 17.43 psf x As = 2,232lbs > 245lbs ---> Wind Governs Force Coefficients, C f , for Case A and Case B Clearance Ratio,s∕h Aspect Ratio,B∕s ≤0.05 0.1 0.2 0.5 1 2 4 5 10 20 30 ≥45 1 1.80 1.70 1.65 1.55 1.45 1.40 1.35 1.35 1.30 1.30 1.30 1.30 0.9 1.85 1.75 1.70 1.60 1.55 1.50 1.45 1.45 1.40 1.40 1.40 1.40 0.7 1.90 1.85 1.75 1.70 1.65 1.60 1.60 1.55 1.55 1.55 1.55 1.55 0.5 1.95 1.85 1.80 1.75 1.75 1.70 1.70 1.70 1.70 1.70 1.70 1.75 0.3 1.95 1.90 1.85 1.80 1.80 1.80 1.80 1.80 1.80 1.85 1.85 1.85 0.2 1.95 1.90 1.85 1.80 1.80 1.80 1.80 1.80 1.85 1.90 1.90 1.95 ≤0.16 1.95 1.90 1.85 1.85 1.80 1.80 1.85 1.85 1.85 1.90 1.90 1.95 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 1700 E St Andrew Pl - ADA Upgrades12/2/2024 P1.41 Saint Andrew Accessibility Upgrades 1700 East Saint Andrew Place, Santa Ana, California 92705 24-7734 6/21/2024 NN GATE DESIGN: Wind Design: Fence gate is at least 50% open , therefore reduction is allowed as per ASCE7-16, figure 29.3-1,note 2 (see previous pages) : reduction factor = (1-(1-ε )1.5) where ε = ratio of solid area to gross area = 100% - 50% = 50% = 0.5 reduction factor = (1-(1-0.5)1.5) = 0.65 ---> PW = 2,232lb x ε = 1880lb x 0.65 = 1,451lb 1700 E St Andrew Pl - ADA Upgrades12/2/2024 P1.42 Saint Andrew Accessibility Upgrades 1700 East Saint Andrew Place, Santa Ana, California 92705 24-7734 6/21/2024 NN GATE DESIGN: 1700 E St Andrew Pl - ADA Upgrades12/2/2024 P1.43 Saint Andrew Accessibility Upgrades 1700 East Saint Andrew Place, Santa Ana, California 92705 24-7734 6/21/2024 NN GATE DESIGN: Load take-off: Loads on HSS Post: PD = 16ft gate weight = 500lbs MD = MD,16ft gate = 500lbs x 16ft/2 = 4000lbs.ft PLL = 250lbs PW,16ft gate = 1,451lbs PW = PW,16ft gate = 1,451lbs MW, 16ft gate = 1,451lbs x 16ft/2 = 11,608lbs.ft MW = MW, 16ft gate = 11,608lbs.ft **See next page for Enercalc design report 8f t PD = 500lbs PW = 1451lbs MD = 4000lbs.ft MW = 11,608lbs.ft PLL = 250lbs 1700 E St Andrew Pl - ADA Upgrades12/2/2024 Steel Column LIC# : KW-06014491, Build:20.24.06.04 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:HSS Post for Gate Project File: St Andrew Site Upgrades.ec6 Project Title:Saint Andrew Accessibility Upgrades Engineer:NN Project ID:24-7734 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 Free, Bottom FixedAnalysis Method : 8.0Overall 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 = 8 ft, K = 2.1 Unbraced Length for buckling ABOUT Y-Y Axis = 8 ft, K = 2.1 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 = 0.50 k BENDING LOADS . . . Moment acting about X-X axis at 3.0 ft, D = 4.0, W = 9.776 k-ft Lat. Point Load at 3.0 ft creating Mx-x, L = 0.250, W = 1.451 k .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.2684 Location of max.above base 2.953 ft 0.8631 k 185.467 k 14.502 k-ft Load Combination +1.20D+0.50L+W Load Combination +1.20D+0.50L+W 54.510 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 1.576 k 0.02202 : 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 1.451 k Maximum Load Deflections . . . Along Y-Y -0.2463 in at 8.0 ft above base for load combination :+D+0.60W Along X-X 0.0 in at 0.0 ft above base for load combination : 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 ftft0.105 2.41 1.00 88.42 88.42 +1.20D+1.60L PASS PASS2.95 0.006 0.00 ftft0.090 2.41 1.00 88.42 88.42 +1.20D+0.50L PASS PASS2.95 0.002 0.00 ftft0.090 2.41 1.00 88.42 88.42 +1.20D+0.50W PASS PASS2.95 0.010 0.00 ftft0.179 2.41 1.00 88.42 88.42 +1.20D+0.50L+W PASS PASS2.95 0.022 0.00 ftft0.268 2.41 1.00 88.42 88.42 +0.90D+W PASS PASS2.95 0.020 0.00 ftft0.246 2.41 1.00 88.42 88.42 +0.90D PASS PASS0.00 0.000 0.00 ftft0.068 2.41 1.00 88.42 88.42 . 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 0.719 4.000 +D+L 0.719 0.250 3.250 +D+0.750L 0.719 0.188 3.438 +D+0.60W 0.719 0.871 7.254 +D+0.750L+0.450W 0.719 0.840 5.878 +0.60D+0.60W 0.432 0.871 5.654 P1.44 1700 E St Andrew Pl - ADA Upgrades12/2/2024 Steel Column LIC# : KW-06014491, Build:20.24.06.04 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:HSS Post for Gate Project File: St Andrew Site Upgrades.ec6 Project Title:Saint Andrew Accessibility Upgrades Engineer:NN Project ID:24-7734 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 0.432 2.400 L Only 0.250 -0.750 W Only 1.451 5.423 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 0.719 4.000 Minimum"0.250 -0.750 MaximumReaction, X-X Axis Base 0.719 4.000 Minimum"0.719 4.000 MaximumReaction, Y-Y Axis Base 1.451 5.423 Minimum"0.719 4.000 MaximumReaction, X-X Axis Top 0.719 4.000 Minimum"0.719 4.000 MaximumReaction, Y-Y Axis Top 0.719 4.000 Minimum"0.719 4.000 MaximumMoment, X-X Axis Base 0.719 0.8717.254 7.254 Minimum"0.250-0.750 -0.750 MaximumMoment, Y-Y Axis Base 0.719 4.000 Minimum"0.719 4.000 MaximumMoment, X-X Axis Top 0.719 4.000 Minimum"0.719 4.000 MaximumMoment, Y-Y Axis Top 0.719 4.000 Minimum"0.719 4.000 .Maximum Deflections for Load Combinations Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance D Only 0.0000 -0.117 8.000 ftftinin0.000 +D+L 0.0000 -0.105 8.000 ftftinin0.000 +D+0.750L 0.0000 -0.108 8.000 ftftinin0.000 +D+0.60W 0.0000 -0.246 8.000 ftftinin0.000 +D+0.750L+0.450W 0.0000 -0.205 8.000 ftftinin0.000 +0.60D+0.60W 0.0000 -0.200 8.000 ftftinin0.000 +0.60D 0.0000 -0.070 8.000 ftftinin0.000 L Only 0.0000 0.012 8.000 ftftinin0.000 W Only 0.0000 -0.214 7.946 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 P1.45 1700 E St Andrew Pl - ADA Upgrades12/2/2024 Steel Column LIC# : KW-06014491, Build:20.24.06.04 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:HSS Post for Gate Project File: St Andrew Site Upgrades.ec6 Project Title:Saint Andrew Accessibility Upgrades Engineer:NN Project ID:24-7734 Project Descr: Sketches P1.46 1700 E St Andrew Pl - ADA Upgrades12/2/2024 P1.47 Saint Andrew Accessibility Upgrades 1700 East Saint Andrew Place, Santa Ana, California 92705 24-7734 6/21/2024 NN GATE DESIGN: Pole Footing under HSS Post: Loads on HSS Post: PD = 16ft gate weight = 500lbs MD = MD,16ft gate = 500lbs x 16ft/2 = 4000lbs.ft PLL = 250lbs PW,16ft gate = 1451lbs PW = PW,16ft gate = 1451lbs MW, 16ft gate = 1451lbs x 16ft/2 = 11,608lbs.ft MW = MW, 16ft gate = 11,608lbs.ft **See next page for Enercalc design report Lateral Bearing Pressure = 100psf/ft (CBC 2022, table 1806.2) As per section 1806.3.3, lateral bearing pressure can be increased for each additional foot. Assuming 3ft depth, lateral bearing pressure = 300psf/ft **See next page for Enercalc Report 1700 E St Andrew Pl - ADA Upgrades12/2/2024 Pole Footing Embedded in Soil LIC# : KW-06014491, Build:20.24.06.04 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:Pole Footing-Gate Project File: St Andrew Site Upgrades.ec6 Project Title:Saint Andrew Accessibility Upgrades Engineer:NN Project ID:24-7734 Project Descr: Code References Calculations per IBC 2021 1807.3, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Circular 24.0 300.0 1,500.0 No Lateral Restraint at Ground Surface Pole Footing Shape Pole Footing Diameter . . . . . . . . . . .in Allow Passive . . . . . . . . . . . . . . . . . . . . . .pcf Max Passive . . . . . . . . . . . . . . . . . . . . . .psf Calculate Min. Depth for Allowable Pressures +D+0.60WGoverning Load Combination : Lateral Load 0.8706 Moment 3.482 k-ft Minimum Required Depth 4.50 ft k NO Ground Surface Restraint Pressures at 1/3 Depth Actual 447.011 psf Allowable 449.095 psf Controlling Values ft^2Footing Base Area 3.142 Maximum Soil Pressure 1.032 ksf k k k 1.50 k k Applied Loads k 2.902 Lateral Concentrated Load (k) D : Dead Load L : Live Lr : Roof Live S : Snow W : Wind E : Earthquake H : Lateral Earth Load distance above 0.0 0.250 1.451 4.0 k k k k k k k ft Lateral Distributed Loads (klf) TOP of Load above ground surface BOTTOM of Load above ground surface 8.0 4.0 k/ft k/ft k/ft k/ft k/ft k/ft k/ft ftground surface ft Vertical Load (k) k Load Combination Results Factor Soil IncreaseForces @ Ground Surface Load Combination Required Loads - (k)Moments - (ft-k)Depth - (ft) Pressure at 1/3 Depth Allow - (psf)Actual - (psf) 0.00.000 0.000D Only 0.13 1.0000.0 273.40.250 1.000+D+L 2.88 1.000276.0 245.00.188 0.750+D+0.750L 2.50 1.000247.3 447.00.871 3.482+D+0.60W 4.50 1.000449.1 440.90.840 3.362+D+0.750L+0.450W 4.50 1.000442.7 447.00.871 3.482+0.60D+0.60W 4.50 1.000449.1 0.00.000 0.000+0.60D 0.13 1.0000.0 P1.48 1700 E St Andrew Pl - ADA Upgrades12/2/2024 1700 E St Andrew Pl - ADA Upgrades12/2/2024 1700 E St Andrew Pl - ADA Upgrades12/2/2024 1700 E St Andrew Pl - ADA Upgrades12/2/2024