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HomeMy WebLinkAbout6 E Hutton Center Dr Unit# 625 & 650 - Plan6"MIN. CLR.THERMOSTAT 1'-6"ELECT. WALL OUTLET 44" A.F.F. TO TOP OF BOXDOOR HANDLE 6" +80" TO 96" A.F.F. WALL MOUNTED F.L.S. STROBE DEVICE NOTES: 1. ALL VERTICAL DIMENSIONS ARE SHOWN FROM THE 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 THAT 48" NOR LESS THAN 15" TO THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISHED FLOOR (2022 CBC 11B-308.2.1) 3. DIMENSIONS SHOWN ARE FOR REFERENCE USE ONLY. FINAL LOCATION OF OUTLETS AND EQUIPMENT TO BE APPROVED BY SAA AND/OR TENANT. MILLWORK 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 CLG. HT. +60" BOT. OF CASEWORK OVHDS. (* +2'-10" MAX.) COUNTER +2'-10" +2'-6" MILLWORK DESK TYP. J-BOX OUTLET +18"* COAT CLOSET SHELF +48" +34"-44" DOOR HANDLE FIN. FLR. 6" FIRE EXTINGUISHER CABINET, SEE A2.0 FOR TYPE. PAINT CABINET TO MATCH ADJACENT WALL. PROVIDE NEW FIRE EXTINGUISHER SUSPENDED IN CABINET TOP OF BOX CL CL CL WALL SWITCH, DIMMER OR WALL MOUNTED MOTION SENSOR, WALL PHONES AND "J" BOXES AT COUNTERS. 0'-0" J BOX AT DESK +21" 3 CLOSE STOP OPEN B 4 2*1 ALARM S 3 LC LC L C LC LC RAIL4'-0"EMERG. TEL.CONTROL PANEL SEE BELOW 6'-0" TO 6'-6"PHOTOELECTRIC TUBEBYPASS SWITCH32"1 1/2"MIN.5'-0"6'-0" MIN.3'-6"4'-3" MIN.4'-6" MIN. 42" MIN. 6'-8" MIN.4'-0" MAX.3/8" MIN. SEPARATION3/4"2'-11" MIN. 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. THEN 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. 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. 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 FLOOR LANDING ON BOTH SIDES CALL BUTTON 42" MIN. GRAB BAR CENTER OPENING DOOR ELEVATOR CONTROL PANEL ELEVATOR EXTERIOR ELEVATION ELEVATOR INTERIOR ELEVATION 5'-8" MIN. 3'-0" MIN.4'-3" MIN.4'-6" MIN.GRAB BAR SIDE OPENING DOOR 5/8" MIN. CHARACTERS AND SYMBOLS HEIGHT PLACE STAR ALONGSIDE MAIN EXIST FLOOR NUMBER AA 1 COLUMN GRID LINES 0'-0" LEVEL 1 VERTICAL ELEVATION FIRST FLOOR EL. 0'-0" DATUM POINT SPOT ELEVATION A-100 1 SHEET NUMBER PLAN OR DETAIL DESIGNATION A-100 1 SHEET NUMBER VIEW DIRECTION WALL/DETAIL SECTION DESIGNATION A-502 1 2 3 4 SHEET NUMBER INTERIOR ELEVATION DESIGNATION A-100 1 SHEET NUMBER VIEW DIRECTION WALL/DETAIL SECTION DESIGNATION NORTH ARROW 3 REVISION NUMBER AREA OF REVISION AREA NOT IN CONTRACT (NIC) BREAK LINE MATCH LINE SEE XX/X-XXX SHEET NUMBER ON WHICH CONTINUATION IS FOUND 45925C EQUIPMENT AND FURNITURE TAG ALIGN SURFACES SITE LOCATION SHEET NUMBER SHEET NAME ARCHITECTURE A-0.1 ABBREVIATION, NOTES, SYMBOLS, INDEX, MAP, BUILDING DATA, ETC. A-0.2 GENERAL NOTES A-0.3 GENERAL NOTES AND SPECIFICATIONS A-0.5A SITE PLAN AND ACCESSIBILITY PATH OF TRAVEL A-0.5B SITE PLAN AND ACCESSIBILITY PATH OF TRAVEL A-0.5C EXIT ROUTES AND TACTILE SIGNAGE A-0.5D EXISTING & PROPOSED 6TH FLOOR PLAN A-0.6A BASE BUILDING ACCESSIBILITY A-0.6B BASE BUILDING ACCESSIBILITY A-0.7 BASE BUILDING RESTROOM ACCESSIBILITY PLANS A-1.0 DEMOLITION PLAN A-1.1 CEILING DEMOLITION PLAN A-2.0 CONSTRUCTION PLAN A-3.0 POWER / VOICE / DATA PLAN A-4.0 REFLECTED CEILING PLAN A-5.0 FINISH PLAN A-20.0 INTERIOR ELEVATIONS A-30.0 WALL PARTITION AND HEAD DETAILS A-30.2 CEILING DETAILS A-30.4 GLASS PARTITION DETAILS A-30.5 MILLWORK DETAILS WITH TAB PULLS ELECTRICAL E-1 ELECTRICAL COVER SHEET E-2 GENERAL ELECTRICAL SPECIFICATIONS PART 1 OF 2 E-3 GENERAL ELECTRICAL SPECIFICATIONS PART 2 OF 2 E-4.1 TITLE 24 ENERGY CALCULATIONS E-4.2 TITLE 24 ENERGY ELC FORMS E-5.1 ELECTRICAL LIGHTING PLAN E-5.2 EMERGENCY FOOTCANDLE CALCULATIONS E-6 ELECTRICAL POWER PLAN E-7 PANEL SCHEDULES E-8 TYPICAL LIGHTING CONTROLS DIAGRAMS (WATTSTOPPER) E-9 ELECTRICAL DETAILS MECHANICAL M-1 HVAC NOTES & DETAILS M-2 HVAC PLAN M-3 HVAC TITLE 24 PLUMBING P-1.1 PLUMBING COVER SHEET P-1.2 PLUMBING TITLE 24 & DETAILS P-2 PLUMBING PLAN P-3 PLUMBING SPECIFICATION STRUCTURAL S1.1 GENERAL NOTES S1.2 TYPICAL DETAILS S1.2 .1 TYPICAL DETAILS S2.2 7TH FLOOR FRAMING S2.2A 7TH FLOOR FRAMING PLAN (UNISTRUT OPTION ALTERNATIVE) 1. BUILDING PERMIT INFORMATION BUILDING 6 E HUTTON CENTRE DRIVE ADDRESS:SANTA ANA, CA 92707 BUILDING OWNER:KB BPG GRIFFEN TOWERS, LLC 5 & 6 HUTTON CENTRE DRIVE SANTA ANA, CA 92707 CONTACT: WILL DICKINSON EMAIL: WDICKINSON@BARKERPACIFIC.COM CONSTRUCTION TYPE:I-A OCCUPANCY:B-OFFICE SPRINKLER BUILDING:FULLY SPRINKLERED NUMBER OF FLOORS:13 TOTAL FLOOR AREA:21,932 SQ. FT. AREA OF WORK:±8,070 SQ. FT. SCOPE OF WORK: TENANT IMPROVEMENT WORK ON ±8,070 SQ. FT. OF THE TOTAL 6TH FLOOR AREA. EXPANSION OF EXISTING SUITE 650 CHANGE FROM ±4,556 SQ. FT. TO ±8,070 SQ. FT. WITH NEW DEMISING WALL. EXISTING SUITE 625 CHANGED FROM ±6,865 SQ. FT. TO ±3,597 SQ. FT. WITH NEW DEMISING WALL. NEW WALL, POWER, LIGHTING AND FINISHES. 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) 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN) SANTA ANA MUNICIPAL CODE 5. SEPARATE PERMITS PROVIDE SEPARATE PERMITS FOR THE ELECTRICAL, MECHANICAL, PLUMBING, SIGNS, FIRE SPRINKLER AND FIRE PROTECTION. ELEVATOR MOUNTING HEIGHTS AREA OF WORK ELEVATOR MOUNTING HEIGHTS ARCHITECT: SAA INTERIORS + ARCHITECTURE 18600 MACARTHUR BLVD. SUITE 100 IRVINE, CA 92612 PHONE: 949-724-8959 DIRECT: 949-608-3748 CONTACT: MICHAEL PARR EMAIL: MPARR@SAAIA.COM STRUCTURAL ENGINEER: MELQART, INC. 714 W OLYMPIC BLVD., SUITE 617 LOS ANGELES, CA 90015 PHONE: 213-590-6119 CELL: 909-374-4339 CONTACT: RICHARD DAOUD EMAIL: RICHARD.DAOUD@MELQARTINC.COM MECHANICAL ENGINEER: ENGINEERED SPACES, INC. 333 CITY BLVD. WEST, SUITE 300 ORANGE, CA 92868 PHONE: 714- 449-1646 CELL: 949-290-8487 CONTACT: SORIN A. BRIE EMAIL: SORINBRIE@ESI-ENG.COM PLUMBING ENGINEER: ENGINEERED SPACES, INC. 333 CITY BLVD. WEST, SUITE 300 ORANGE, CA 92868 PHONE: 714- 449-1646 CELL: 949-290-8487 CONTACT: SORIN A. BRIE EMAIL: SORINBRIE@ESI-ENG.COM ELECTRICAL ENGINEER: ENGINEERED SPACES, INC. 333 CITY BLVD. WEST, SUITE 300 ORANGE, CA 92868 PHONE: 714- 449-1646 CELL: 949-290-8487 CONTACT: SORIN A. BRIE EMAIL: SORINBRIE@ESI-ENG.COM CONTACT DIRECTORY PROJECT INFORMATION DRAWING INDEXFIRE PREVENTIONGENERAL DIRECTORY TYPICAL MOUNTING VICINITY MAPDRAFTING CONVENTION KEYPLANDRAFTING CONVENTION NOTES CLIENT: KB BPG GRIFFEN TOWERS, LLC 5 & 6 HUTTON CENTRE DRIVE SANTA ANA, CA 92707 CONTACT: WILL DICKINSON EMAIL: WDICKINSON@BARKERPACIFIC.COM 6 E HUTTON CENTRE DR. SUITE 650 SANTA ANA, CA 92707 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. LTG LIGHTING LTWT LIGHT WEIGHT LIN LINEAR LONG LONGITUDINAL LP LOW POINT 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 MAINT MAINTENANCE MSTC MASTIC MATL MATERIAL MT METAL THRESHOLD MLDG MOLDING MTD MOUNTED N NORTH N NEW NAT NATURAL NIC NOT IN CONTRACT NO NUMBER NUM 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 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 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 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 MECHANICAL SND SANITARY NAPKIN DISPENSER 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 STA STATION T TREAD TAN TANGENT TBD TO BE DETERMINED TEL TELEPHONE TEMP TEMPERED THRES THRESHOLD TO TOP OF TPD TOILET PAPER DISPENSER TV TELEVISION TYP TYPICAL TEMP TEMPERATURE TER TERRAZZO 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 LABORATORY VAR VARIABLE VIF VERIFY IN FIELD VIN VINYL VERT VERTICAL VEST VESTIBULE VCT VINYL COMPOSITION TILE VWC VINYL WALL COVERING WC WALL COVERING WC WATER CLOSET WD WOOD WIN WINDOW WO WHERE OCCURS WP WATERPROOF WPT WORK POINT WR WATER RESISTANT WS WEATHERSTRIPPING WT WEIGHT WDT WIDTH &AND <ANGLE @ AT ℄CENTERLINE [CHANNEL DIAMETER OR ROUND 'FOOT (FEET) "INCH (INCHES) PERPENDICULAR # POUND OR NUMBER SQUARE FOOT (FEET) ABV ABOVE A/C AIR CONDITIONING ACC ACCESS ACT ACOUSTIC TILE ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AL ACTIVE LEAF ALUM ALUMINUM ALT ALTERNATE AP ACCESS PANEL APPV APPROVED ARCH ARCHITECTURAL AUTO AUTOMATIC AVG AVERAGE BD BOARD BATT INSUL BATTING INSULATION BKG BACKING BLDG BUILDING BLKG BLOCKING BM BEAM BOW BACK OF WALL BOT BOTTOM BRKT BRACKET 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 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 ENCL ENCLOSURE ENG ENGINEER ENT ENTRANCE EQ EQUAL EQPT EQUIPMENT EWC ELECTRIC WATER COOLER EXH EXHAUST EXP EXPANSION EXT EXTERIOR FA FIRE ALARM 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 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 FIRE EXTINGUISHER SURFACE MOUNTED FD FLOOR DRAIN FURR FURRING GB GRAB BAR GD GARBAGE DISPOSAL GEN GENERAL GL GLASS GYP GYPSUM GA GAGE OR GAUGE GALV GALVANIZED G GAS GYP BD GYPSUM WALLBOARD GC GENERAL CONTRACTOR HDCP HANDICAPPED HDF HIGH DENSITY FIBERBOARD HDWD HARDWOOD HDEW HARDWARE HM HOLLOW METAL HO HOLD OPEN HOR HORIZONTAL HR HOUR 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 HM HOLLOW METAL INSULATED INCL INCLUDING INFO INFORMATION INSUL INSULATION INT INTERIOR INTER INTERMEDIATE IN INCH ID INSIDE DIAMETER IDENT IDENTIFICATION JAN JANITOR JB JUNCTION BOX JT JOINT JST JOIST K KEY KL KEY LOCK KP KICK PLATE KIT KITCHEN LAM LAMINATE LAV LAVATORY LH LEFT HANDED LAB LABORATORY LT LIGHT 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 1013.5 AND 1013.6) 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, FIRE SPRINKLER/OR LIFE SAFETY PLANS MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE. 17. 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. 18. 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. 19. ALL EMERGENCY LIGHTING SOURCES SHALL EMIT A MINIMUM VALUE OF ONE FOOT CANDLE MEASURED AT FLOOR LEVEL. 20. PROVIDE EMERGENCY NOTIFICATION SYSTEM FOR THE HEARING AND VISUAL IMPAIRED PER A.D.A. REQUIREMENTS. N N DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 As indicated A-0.1 04/10/24 AW JN/MP 634495 ABBREVIATION, NOTES, SYMBOLS, INDEX, MAP, BUILDING DATA, ETC. X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 As indicated A-0.1 04/10/24 AW JN/MP 634495 ABBREVIATION, NOTES, SYMBOLS, INDEX, MAP, BUILDING DATA, ETC. X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK 08/07/24.PCC 01 A DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK 08/07/24. PCC 01 A AREA NOT IN CONTRACT, (N.I.C.) SUITE 650 SUITE 600 NOTES FOR CONTRACTOR BIDS ALL NOISY WORK TO BE COMPLETED AFTER HOURS AS SUITE IS CURRENTLY OCCUPIED. PROVIDE ALTERNATE BID FOR ALL WORK TO BE AFTER HOURS. CONSTRUCTION DOCUMENT APPROVAL PLEASE REVIEW THE LOCATIONS AND NOTATION OF ALL CONSTRUCTION ITEMS ADDRESSED ON THIS PLAN INCLUDING, BUT NOT LIMITED TO PARTITIONS, DOORS, GLASS, ELECTRICAL AND TELEPHONE OUTLETS, PLUMBING FIXTURES, MILLWORK, AND ANY OTHER SPECIALITY CONSTRUCTION ITEMS. SUBSEQUENT REVISIONS MAY RESULT IN ADDITIONAL FEES INCURRED BY THE TENANT, INCLUDING, BUT NOT LIMITED TO CONSTRUCTION COSTS, DESIGN FEES/PERMIT AND SUBSEQUENT EXTENSION OF THE CONSTRUCTOIN COMPLETION DATE. BY SIGNING THE FOLLOWING, TENANT ACKNOLWEDGES AND AGREES WITH THE FOLLOWING: 1) PLEASE INITIAL (AS APPROVED) EACH OF THE FOLLOWING, THERE ARE NO ADDITIONAL / SPECIAL THERMOSTATIC OR HVAC NEEDS THERE ARE NO ADDITIONAL PLUMBING NEEDS THERE ARE NO ADDITIONAL / SPECIAL ELECTRICAL NEEDS THERE ARE NO ADDITIONAL / SPECIAL LIGHTING NEEDS THERE ARE NO ADDITIONAL / SPECIAL STRUCTURAL NEEDS THE TENANT ACKNOWLEDGES AND ACCEPTS COST ASSOCIATED WITH ABOVE STANDARD ITEMS. 2) PLEASE LIST ANY ADDITIONAL REQUIREMENTS BELOW. COMPANY: NAME: TITLE: DATE: SUITE 625 CONSTRUCTION MANAGER: BARKER PACIFIC GROUP 626 WILSHIRE BLVD. SUITE 200 LOS ANGELES, CA 90017 CONTACT: MARK MORENO EMAIL: MMORENO@BARKERPACIFIC.COM PHONE: 213-416-7533 A NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ARC , E CSAE O CA L ,O RN,ABldg# 101119634-35 APPROVALS: PLNG - MKilroy BLDG - WLee POLICE - BMartin 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 09 00 00 FINISHES CONTINUED 01 00 00 GENERAL REQUIREMENTS CONTINUED 01 00 00 GENERAL REQUIREMENTS CONTINUED 01 00 00 GENERAL REQUIREMENTS08 00 00 OPENINGS CONTINUED 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 CONTRACTOR 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. 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. 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. CONTRACTOR 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 RESPONSIBLE 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.) REQUIRED 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. 01 11 00 - SUMMARY OF WORK 1 TENANT IMPROVEMENT WORK ON ±8,070 SQ. FT. OF THE TOTAL 6TH FLOOR AREA. EXPANSION OF EXISTING SUITE 650 CHANGE FROM ±4,556 SQ. FT. TO ±8,070 SQ. FT. WITH NEW DEMISING WALL. EXISTING SUITE 625 CHANGED FROM ±6,865 SQ. FT. TO ±3,597 SQ. FT. 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 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. 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. 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 WALL SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL HAVE A FLUSH AND SMOOTH TRANSITION WITH BASE BUILDING STRUCTURE UNLESS OTHERWISE NOTED. 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 1607.5 AND CAN WITHSTAND A HORIZONTAL LOAD OF 5 LBS. SEE SHEET A-9.0. 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 CAULKING 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. 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 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. 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. 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. 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 02 41 00 DEMOLITION CONTINUED 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-10.0 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 ADA. 7 ALL THRESHOLDS SHALL NOT EXCEED 1/2" CHANGE IN ELEVATION WITH A 1:2 BEVEL. (CBC 2022 11B-303) 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. DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 A-0.2 04/10/24 AW JN/MP 634495 GENERAL NOTES X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024 09 00 00 FINISHES CONTINUED 10 00 00 SPECIALITIES 10 44 16 - FIRE EXTINGUISHERS 1 A PORTABLE FIRE EXTINGUISHER WITH A MINIMUM 2A10BC RATING SHALL BE PROVIDED EVERY 75' OF TRAVEL DISTANCE FROM ANY POINT WITHIN THE AREA DEFINED AS SCOPE OF WORK PER THESE PLANS. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR. 12 00 00 FURNISHINGS 12 21 00 - WINDOW BLINDS 1 CONTRACTOR IS TO PROVIDE BUILDING STANDARD BLINDS AT ALL EXTERIOR WINDOWS. CONTRACTOR IS VERIFY THE CONDITION OF THE EXISTING BLINDS PRIOR TO PRICING. PROVIDE A PRICE TO CLEAN ALL BLINDS. CONTRACTOR IS TO SEAL ALL BLINDS TO PREVENT DUST FROM COLLECTING. IF BLINDS ARE IN NEED OF REPLACEMENT OR MISSING PROVIDE A COST FOR NEW IN THESE LOCATIONS. VERIFY CONDITION OF ALL BLINDS AT WINDOWS PRIOR TO PRICING. ANY NEW BLINDS SHALL MATCH EXISTING, VERIFY MANUFACTURER, STYLE, COLOR AND MOUNTING PRIOR TO PRICING. ANY NEW INTERIOR GLAZING IS TO BE PROVIDED WITH NEW BUILDING STANDARD BLINDS TO MATCH EXISTING. 2 REPAIR/REPLACE WINDOW COVERINGS WHERE NECESSARY, SEE SHEET A-5.0 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 CONTRACTOR 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. REFER SHEET A-0.1 'FIRE PREVENTION' NOTES FOR ADDITIONAL INFORMATION. 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. 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. 23 00 00 HVAC CONTINUED 26 00 00 ELECTRICAL 1 ALL FIXTURES PROVIDED FOR DATA CABLING SHALL COMPLY WITH DATA CONSULTANT'S PERFORMANCE CRITERIA. (EX: 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. 27 00 00 COMMUNICATIONS 28 46 00 FIRE DETECTION & ALARM CONSTRUCTION SPECIFICATIONS 1. SEMI-RECESSED FIRE EXTINGUISHER CABINET, REFER TO SPECIFICATION BELOW: MANF.: POTTER-ROEMER NAME: 7000 SERIES MODEL: 7023-DVL-6 (NON RATED), GALVANIZED STEEL WITH RECOATABLE WHITE POLYESTER FINISH, 1/8" CLEAR ACRYLIC GLAZING INSIDE BOX DIM: 9" WIDE X 24" HIGH X 5-3/4" DEEP R.O.: 10" WIDE X 25" HIGH X 3" DEEP USE EXTINGR: 3002, 3005, 3005-3, 3010, 3306, 3310, 3302, 3305, 3305-03, 3306, AND 3405. MODEL: FRC7023-DVL-6 (RATED), COLD ROLLED STEEL WITH RECOATABLE WHITE POLYESTER FINISH, 1/8" CLEAR ACRYLIC GLAZING, 3" TRIM INSIDE BOX DIM: 9" WIDE X 24" HIGH X 5/3/4" DEEP R.O.: 11-1/4" WIDE X 26" HIGH X 3-7/8" DEEP USE EXTINGR: 3006, 3010, 3306, 3310, AND 3405. FINISH: PAINT EXTERIOR TO MATCH ADJACENT WALL. INTERIOR OF CABINET IS TO REMAIN STANDARD WHITE FINISH. MT. HT.. AT ACCESSIBLE HEIGHT PER MANUFACTURER SPEC. NOTE 1: USE SEMI-RECESSED STYLE WALL MOUNT. NOTE 2: AT FIRE RATED CONDITION A MINIMUM OF 3-5/8" STUDS MUST BE USED. NOTE 3: REFER TO DETAIL 5/A-30.0 AND 6/A-30.0 2. DOUBLE COMPARTMENT SINK, REFER TO SPECIFICATION BELOW: MANF.: EKLAY NAME: ADA COMPLIANT DROP IN BOWL MODEL: LRAD331955 (DRAIN LOCATION AT REAR) SIZE: 33" LONG X 19-1/2" WIDE X 5-1/2" DEEP FINISH: 18 GA. TYPE 304 18-8 STAINLESS STEEL. UNDERSIDE IS FULLY UNDERCOATED. NOTE #1: THREE (3) FAUCET HOLES FURNISHED, U.O.N., NOTE #2: LEVER FAUCET TO BE: MANF..: MOEN MODEL: CHATEAU 7425 FINISH: POLISHED CHROME NOTE: PROVIDE 1 GPM AERATOR FROM GRAINGER ITEM 4XGL3. 3. ALTERNATE DOUBLE COMPARTMENT SINK, REFER TO SPECIFICATION BELOW: MANF.: JUST NAME: ADA COMPLIANT DOUBLE BOWL UNDERMOUNTED SINK MODEL: UDADA1832A55-J (DRAIN LOCATION AT REAR) SIZE: 30" LONG X 18-1/2" WIDE X 5-3/8" DEEP FINISH: 18 GA. TYPE 304 18-8 STAINLESS STEEL. UNDERSIDE IS FULLY UNDERCOATED. NOTE #1: THREE (3) FAUCET HOLES FURNISHED, U.O.N., NOTE #2: LEVER FAUCET TO BE: MANF..: GROHE MODEL: CONCETTO 32665003 FINISH: POLISHED CHROME NOTE: PROVIDE 1 GPM AERATOR FROM GRAINGER ITEM 4XGL3. EQUIPMENT SPECIFICATIONS 1. GARBAGE DISPOSAL, REFER TO SPECIFICATION BELOW: MANF.: INSINKERATOR MODEL: BADGER - CONTINUOUS FEED HP: 3/4 POWER: 120 VOLTS, 60 HERTZ, 9.5 AMP NOTE #1: SWITCH AT WALL. NOTE #2: POWER CONNECTION: LINE CORD. 2. UNDER COUNTER INSTANTANEOUS WATER HEATER, REFER TO SPECIFICATION BELOW: MANF.: CHRONOMITE MODEL: M-30L OR EQUAL POWER: 30amps, 277volts, 4160watts NOTE #1: 57° F TEMP. RISE, 1.0 GPM FLOW RATE. NOTE #2: MOUNT SO THAT IT IS NOT VISIBLE. NOTE #3: CONTRACTOR TO VERIFY AVAILABLE VOLTAGE FOR USE. 3. DISHWASHER, REFER TO SPECIFICATION BELOW: MANF.: ASKO MODEL: DBI564TS.U OR EQUAL SIZE: 32-11/16" - 34-13/16" HIGH, 23 15/16" WIDE, 21 13/16" DEEP COLOR: STAINLESS POWER: 115 VOLTS, 60HZ, 15 AMPS NOTE #1: PROVIDE A UNDERCOUNTER INSTANTANEOUS HOT WATER HEATER. PROVIDE ALL REQUIRED PLUMBING, REFER TO PLUMBING DRAWINGS. 11 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. 12 FINISH FRONT SIDE, BACK SIDE AND DOOR EDGES AT STRIKE SIDE AND HINGE SIDE. LEAVE TOP AND BOTTOM UNPAINTED TO PREVENT WARPING. 13 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. 14 CLOSET WALL SURFACES ARE TO BE PAINTED TO MATCH THE COLOR OF THE ADJACENT OUTSIDE WALL SURFACES. 15 ALL PAINT SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION FOR THE PARTICULAR SURFACE. 16 ALL SURFACES SHALL BE PROPERLY PREPARED WITH APPROPRIATE SEALER PRIOR TO INSTALLATION OF WALLCOVERINGS AND INSTALLED PER MANUFACTURER'S RECOMMENDATION. 17 CONTRACTOR TO REFINISH DOORS & FRAMES (REMOVE ALL SCRATCHES AND DINGS) WHEN THEY ARE BEING REUSED. 18 FACTORY PRIMED HOLLOW METAL DOORS AND FRAMES SHALL BE FINISHED WITH TWO COATS OF SEMI-GLOSS PAINT, UNLESS OTHERWISE NOTED. 19 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 CONTINUED26 00 00 ELECTRICAL CONTINUED 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.) 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. REFER SHEET A-0.1 'FIRE PREVENTION' NOTES FOR ADDITIONAL INFORMATION. 3 PROVIDE EMERGENCY NOTIFICATION SYSTEM FOR THE HEARING AND VISUAL IMPAIRED PER A.D.A. REQUIREMENTS AND 2022 CBC 11B-215. 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 EXISTING HVAC SYSTEM TO ACCOMMODATE NEW CONSTRUCTION. 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. 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 CUTSHEETS 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. 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 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& 803.1.1). 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 PROPERLY 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 RUBBER REDUCER STRIP WHERE CARPET AND VCT TRANSITION OCCURS, UNLESS OTHERWISE NOTED. GC TO COORDINATE WITH ARCHITECT FOR CLARIFICATION OF COLOR BEFORE PURCHASE. 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 & 803.1.1) 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. DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 A-0.3 04/10/24 AW JN/MP 634495 GENERAL NOTES AND SPECIFICATIONS X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024 A A 0.2"2.3"-2.4" NOMINAL 0.9" AT BASE 0.45" AT TOP 2.3"-2.4"NOMINAL(b) TYPICAL SECTION A-A (a) TYPICAL PLAN 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. TRUNCATED DOMES/ DETECTABLE WARNING SYSTEM ∅0.45-0.47" ∅0.9-0.92" PATH OF TRAVEL HUTTON CENTER DRIVE FIRE ACCESSFIRE ACCESS PARKING STRUCTURE NO PARKINGNO PARKINGNO PARKINGNO PARK INGNO PARKING1ST LEVEL 6 HUTTON 5 HUTTON MAIN ENTRY EX. ACESSIBLE ELEVATORS 5"3" 36" MIN 3" 5 5/8" 14" 3" 36" MIN 3" 12 1/2"2"2"2"7" 2 " 5 "2 "73.00°2"3"3"ACCESS PARKING STALL EMBLEM, MIN. 36"X36", WHITE BORDER, WHITE WHEEL CHAIR, BLUE BACKGROUND, TYP. PER CBC 2022 SEC. 11B-703.7.2.1. 24" MINR 8 1/4"28" MINSTANDARD STALL SEE PLANSEE PLANACCESIBLE STALL 9' - 0" MIN TYP. 5'-0" MIN TYP. 8'-0" MIN @ VAN2' - 0"18'-0" MIN.4'-0" MIN. O . C . MA X 3 6 " T Y P. A-0.5A 12 0" CONCRETE CURB CONCRETE CURB CONCRETE WHEEL STOP 4" WIDE STRIPE PAINTED BLUE. THE AREA WITHIN THE BLUE LINES SHALL BE MARKED IN A COLOR CONTRASTING THAT OF THE AISLE SURFACE. CBC 2022 SEC. 11B-502.3.3. 4" WIDE STRIPE PAINTED WHITE, TYP. NO PARKING WITHIN THE LOADING AND UNLOADING ACCESS AISLE PAINT THE WORDS "NO PARKING" IN 12" HIGH LETTERS MIN. LANDSCAPE AND PAVEMENT WHERE OCCURS NOTE: PAINT DIRECTIONAL ARROWS AT DRIVEWAY AND ENTRY PARKING AS REQUIRED PER CITY STANDARDS A-0.5A 8 A-0.5A 19 ACCESS AISLE NOTE: 1. DIMENSIONS TO CENTERLINE OF STRIPING, TYPICAL. 2. DIMENSIONS TO CENTERLINE OF DOUBLE STRIPING, WHERE OCCURS. 1' - 0" 4" 1' - 0" 1 1/2"2"THE WORDS 'NO PARKING' SHALL BE PAINTED IN THE LOADING AND UNLOADING AREA IN WHITE LETTERS NO LESS THAN 12 INCHES HIGH ON CONTRASTING BACKGROUND AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT PER CBC 2022 SEC. 11B-502.3.3. 8"1' - 0" 6" 2' - 0" OVERIDE 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 STRIPING1 1/4" 2"3/4"2"1/2"1/2"1/2"3" 3/4" 3" 1/2" 8" 1 1/4"2' - 0"1' - 0" COLOR: BORDER & LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - BLUE (RETROREFLECTIVE) FED-STD 595 COLOR FS 15090 R99C (CA) R99 (CA) R99B (CA) 1' - 0"1 1/2" 3" 1" 3"1/2" 8" 1"1' - 6"2" 2" 1" 2" 2"9"(5'-0" MIN ALLOWABLE WHEN NOT LOCATED IN CIRCULATION PATH.)6'- 8" MIN (5'-0" MIN ALLOWABLE WHEN NOT LOCATED IN CIRCULATION PATH.)6'- 8" MIN NOTE: PROVIDE THE WORDS "VAN ACCESSIBLE" BELOW THE ISA WHERE OCCURS. ALTERNATIVELY AN ADDITIONAL VAN ACCESSIBLE SIGN MAY BE ADDED BELOW. R7-8B (CA) 1' - 0"4" 1' - 8"2' - 6" EQ. FOR ALL STALL SIGNS 2' - 0"1' - 5"7"1' - 0" CONCRETE FOOTING FINISH GRADE / PAVEMENT 2" X 3" C 3/16" GLAV. STEEL TUBE AND PAINTED, CAP TUBE END VAN ACCESSIBLE SIGN WITH WHITE BEADED TEXT OR EQUAL ON BLUE BACKGROUND. WHERE OCCURS. 12" X 24" REFLECTORIZED SIGN. SYMBOL & TEXT SHALL BE WHITE ON BLUE BACKGROUND WITH "MINIMUM FINE $250" COLOR: BORDER & LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - BLUE (RETROREFLECTIVE)-A-0.5A 20 80" MIN WITHIN CIRCULATION PATH; 60" MIN NOT WITHIN CIRCULATION PATH. (CBC11B-502.6)22" MIN17" MIN "UNAUTHORIZED" VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT:________ OR BY TELEPHONING ________. NOTE: VERIFY RECLAIMED LOCATION AND PHONE NUMBER BY OWNER, PRIOR TO FABRICATION. 12 GA. GALV. SHEET METAL (NOT ROLLED) WHITE LETTERS, 1" MIN. HEIGHT NOTE: 1. HELVETICA MEDIUM - UPPER AND LOWER CASE 1" LETTER. 2. BLANK SPACES ARE TO BE FILLED IN WITH THE APPROPRIATE INFORMATION AS PERMANENT PART OF THE SIGN CL 3'-6"MOUNTING HEIGHTCOMMON PATH OF TRAVEL PARTITION LEGEND SITE ENTRANCE SIGNAGE. SEE DETAIL 13/A-0.5. PARKING SPACE SIGNAGE. SEE DETAIL 19/A-0.5 AND 20/A-0.5. KEYNOTES PARKING SPACE EMBLEM. SEE DETAIL 12/A-0.5. EXISTING DETECTABLE WARNING SEE DETAIL 15/A-0.5. EXISTING ACCESSIBLE BUILDING ENTRANCE SIGNAGE. ACCESSIBLE PATH OF TRAVEL EGRESS PATH OF TRAVEL 1 2 3 4 5 EXISTING FIRE SERVICE BACKFLOW (DCDA).6 A (a) PERPENDICULAR CURB RAMP (b) PARALLEL CURB RAMP2.0% MAX2.0% MAX.2.0% MAX8.3% MAX.10.0% MAX10.0% M A X2.0% MAX. 5.0% MAX. 5.0% MAX. SLOPE OF ADJOINING GUTTER OR ROADWAY2.0% MAX2.0% MAX.8.3% M AXNOTES: 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.GUTTERDETECTABLE WARNING TO EXTEND THE FULL WIDTH OF THE CURB RAMP UP TO WITHIN 2" MAX ON EITHER SIDEGUTTERDETECTABLE WARNING TO EXTEND THE FULL WIDTH OF THE CURB RAMP UP TO WITHIN 2" MAX ON EITHER SIDE 18 - 18 - 2.0% MAX.2.0% MAXMAYBE REDUCED TO 24" MIN. IN CASE OF TECHNICAL INFEASIBILITY EXISTING CONFORMING CURB RAMPS EXEMPT 48" MIN.TOP LANDING48" MIN.TURNING SPACE48" MIN. TURNING SPACE TOP LANDING AT LEAST AS WIDE AS RAMP WIDTH 48" MIN. WIDTH 36" 48" MIN. WIDTHTOP LANDING AT LEAST ASW IDE AS RAMP W IDTH48" MIN.TOP LANDING 6" MIN. TO 8" MAX. 6" MIN. TO 8" MAX. 36" MIN. CURB WIDTH 36" 1 4 4 4 4 5 2 TYP. 3 TYP. 6 SCALE: 1" = 1'-0"PARKING SPACE EMBLEM1 12 SCALE: 1/8" = 1'-0"TYPICAL PARKING STALLS1 17 SCALE: 1" = 1'-0"'NO PARKING' PAVEMENT MARKING1 8SCALE: 1 1/2" = 1'-0"CONCRETE WHEEL STOP1 16SCALE: 1 1/2" = 1'-0"ACCESSIBLE PARKING SIGNS 20 SCALE: 3/4" = 1'-0"POST-MOUNTED ACCESSIBLE SIGNAGE 19 SCALE: 1 1/2" = 1'-0"ENTRY SIGNAGE1 13 N DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 As indicated A-0.5A 04/10/24 AW JN/MP 634495 SITE PLAN AND ACCESSIBILITY PATH OF TRAVEL X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION SCALE: NTSCURB RAMPS 15 SCALE: NTSTRUNCATED DOMES 18 DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK 08/07/24 PCC 01 A 08/26/24 PCC 02 B SCALE: 1" = 50'-0"SITE PLAN 1 A B NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024 (5TH LEVEL SIM.) 4TH LEVEL PARKING STRUCTURE NO PARKINGNO PARKINGNO PARKING NO PARKINGNO PARKINGNO PARKINGPARKING STRUCTURE 6TH LEVEL NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKING5'-0"18'-0"4'-0"5'-0" 9'-0" 9'-0" 25'-0" MIN 9'-0"5'-0"9'-0" 9'-0" 5'-0"9'-0"4'-0"18'-0"TYP4'-0"4'-0"TYP2'-0"TYP9'-0"9'-0"5'-0" 9'-0" 5'-0" 9'-0"5'-0"9'-0"26'-6" 10'-0" 22'-0" TYP 30'-6"10'-0"4'-0"18'-0"10'-0"4.7 %SLOPENOPARKING9'-0" WIDE STANDARD STALLS BEYOND SLOPE4.7 %NOSLOPE9'-0" WIDE STANDARD STALLS NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGSLOPE2% MAX10'X22' PARALLEL PARKING SPACES, TYP. 8'-0"21'-6"TYP.11'-0"9'-0" 9'-0" 9'-0"9'-0"23'-0"17'-3"TYP9'-0"8'-0"9'-0" 9'-0"9'-0" 9'-0"14'-0" 9'-0"9'-0"5'-0"5'-0" 8'-0" TYP9'-0"8'-0" 4" 10'-4" R=1.1 C=0.9 EXISTING WALKWAY TO ENTRANCE DOORS 2% SLOPE OR LESS R=0.3 C=0.4 R=0.3 C=0.4 R=1.2 C=0.3 R=0.7 C=0.2 R=0.9 C=1.9NOPARKINGNOPARKINGVAN ACCESSIBLE NOPARKINGNOPARKINGNOPARKINGNOPARKINGVAN ACCESSIBLE VAN ACCESSIBLE VAN ACCESSIBLE 3 9'-0" 5'-0" 9'-0" TYP 2'-0"TYP9'-0"18'-0"TYP9'-0"5'-0" 4'-0"4'-0"4'-0" 5'-0" 9'-0" 5'-0" 9'-0" TYP5'-0"NOPARKING2% OR LESSSLOPENO PARKING LINE BLUE NOPARKINGNOPARKINGNO PARKING NO PARKING EXISTING COMPACT STALLS TO REMAIN EXISTING COMPACT STALLS TO REMAIN DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 As indicated A-0.5B 04/10/24 AW JN/MP 634495 SITE PLAN AND ACCESSIBILITY PATH OF TRAVEL X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK SCALE: 1" = 30'-0"PARKING STRUCTURE 4TH FLOOR 1SCALE: 1" = 30'-0"PARKING STRUCTURE 6TH FLOOR 2 SCALE: 1/16" = 1'-0"PARKING STRCUTURE 6TH FLOOR 3SCALE: 1/16" = 1'-0"PARKING STRCUTURE 6TH FLOOR 4SCALE: 1/16" = 1'-0"PARKING STRCUTURE 4TH & 5TH LEVELS 5 NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024 PARTITION LEGENDKEYNOTES TACTILE "EXIT STAIR DOWN" SIGNAGE. SEE DETAIL #2 TACTILE STAIR LEVEL IDENTIFICATION SIGNAGE. SEE DETAIL #3 #1. A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE" SHALL IDENTIFY EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN. EXIT ROUTE CORRESPONDING GRADE II BRAILLE LINE OF FINISHED FLOOR 48" MIN.60" MAX.#2. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE "EXIT STAIR DOWN" EXIT STAIR DOWN CORRESPONDING GRADE II BRAILLE LINE OF FINISHED FLOOR 48" MIN.60" MAX.#3. A TACTILE SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: "LEVEL #" **AT EXIT DISCHARGE, SIGN SHALL HAVE RAISED FIVE-POINTED STAR TO LEFT OF IDENTIFYING FLOOR LEVEL. THE OUTSIDE DIAMETER OF STAIR SHALL BE SAME AS THE HEIGHT OF THE RAISED CHARACTERS. PROVIDE ROOF ACCESS/NO ROOF ACCESS AS REQUIRED. STAIR 01 LEVEL1 CORRESPONDING GRADE II BRAILLE 1" HIGH LINE OF FINISHED FLOOR60" MAX.1 1/2" TEXT 5" TEXT12" MIN.18" MIN.EXISTING PARTITION EXISTING DOOR, DOOR FRAME AND DOOR HARDWARE IS TO REMAIN AT LOCATION SHOWN. NEW PARTITION AREA NOT IN CONTRACT (N.I.C.) COMMON PATH OF TRAVEL EGRESS PATH OF TRAVEL CEILING MOUNTED EXIT SIGN. DARK QUADRANT INDICATES FACE. ARROW(S) INDICATE DIRECTION. LITHONIA LRP-GMR, EDGE LIT, TOP MOUNTED WITH SILVER INSERTS. ACCESSIBLE COMMON PATH OF TRAVEL 1 2 3 TACTILE "EXIT ROUTE" SIGNAGE. SEE DETAIL #1 SFEC BUILDING STANDARD SEMI-RECESSED FIRE EXTINGUISHER CABINET TACTILE EXIT SIGNS TACTILE EXIT SIGN PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR AT +48" A.F.F. MIN MEASURED TO THE BASELINE LOWEST LINE OF BRAILLE AND 60" A.F.F. MAX MEASURED TO THE BASELINE OF THE HIGHEST LINE OF THE RAISED CHARACTERS. MOUNTED LOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN SWING PATH OF THE DOOR [11B-307 (PROTRUDING OBJECTS); SEC. 1013.4 AND 11B-703 (TACTILE EXIT SIGNAGE)] LETTERS & NUMBERS SHALL BE RAISED 1/32", UPPER CASE, SANS SELF TYPE AND SHALL BE ACCOMPANIED WITH GRADE II BRAILLE RAISED CHARACTERS. SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2" CHARACTERS AND BRAILLE SHALL BE IN HORIZONTAL FORMAT AND WITH BRAILLE PLACED 3/8" MIN AND 1/2" MAX DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. EXIT EQ EQ 60" MAX.CORRESPONDING GRADE II BRAILLE 48" MIN..NOTES 1. SIGNS W/ RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED 48" MINIMUM ABOVE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST LINE OF BRAILLE & 60" MAXIMUM ABOVE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. MOUNTING LOCATION SHALL BE BEYOND THE ARC OF THE DOOR SWING BETWEEN THE CLOSED POSITION AND THE 45 DEGREE OPEN POSITION. 2. RAISED CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE UPPERCASE "T". STROKE THICKNESS OF THE UPPERCASE "T" SHALL BE 15% MAXIMUM OF THE HEIGHT OF THE CHARACTER. CHARACTERS SHALL BE UPPER CASE & SANS SERIF OR SIMPLE SERIF. LITERARY BRAILLE STANDARD DIMENSIONS DOT DIAMETER - .059" HORIZONTAL SEPARATION BETWEEN CELLS -.241" INTER-DOT SPACING - .090" VERTICAL SEPARATION BETWEEN CELLS -.395" 12"60"NOTE: ALL SIGNAGE SHALL COMPLY WITH 2022 CBC 11B-703. INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) PER CBC 11B-703.7.2.1 RECEPTION 600 CONFERENCE 601 OPEN BREAK AREA 602 OFFICE 603 COLLABORATION AREA 605 OFFICE 606 OFFICE 607 OFFICE 608 OFFICE 609 OFFICE 610 COPY/PRINT 611 IT/STORAGE 612 QUIET RM. 613 COFFEE BAR 614 OFFICE 616 OFFICE 617 CONFERENCE 618 OFFICE 619 OPEN WORK AREA 615 OPEN WORK AREA 621 (E) ELEVATOR LOBBY (E) FREIGHT ELEV. LOBBY (E) MEN'S RESTROOM (E) WOMEN'S RESTROOM (E) JANITOR'S CLOSET OPEN WORK AREA 604 OFFICE 620 40'-4" 21'-7" LF TO EXIT #1 EXIT #1 EXIT #2 1 2 3 1 1 167'-5" LF TO EXIT #2110' - 8"191' - 6"2 63'-2" LF TO EXIT #2 45'-1" 106'-10" LF TO EXIT #13 SUITE 600 SUITE 650 18" MIN. 12" MIN. (E) SFEC (E) SFEC (N) SFEC SUITE 625 9 8 ' - 4 " 89'-9" 13'-2" LF TO EXIT #2 158'-3" LF TO EXIT #1 A-0.7 1 USE: B -OFFICE 3,473 SF LOAD FACTOR = 150 OL = 24 OCCUPANTS EXIT PROVIDED = 1 EXIT REQUIRED = 1 TOTAL: 6,837 SF USE: B -OFFICE 6,517 SF (95% OF 6,837 SF) LOAD FACTOR = 150 OL = 44 OCCUPANTS USE : B -CONFERENCE 320 SF (5% OF 6,837 SF) LOAD FACTOR = 15 OL = 22 OCCUPANTS TOTAL OL = 66 OCCUPANTS EXIT PROVIDED = 2 EXIT REQUIRED = 3 SCALE: NTSSYMBOL OF ACCESSIBILITY SIGNAGE 5 OCCUPANT CALCULATION EXIT CALCS SPRINKLERED BUILDING MAXIMUM TOTAL # OF OCCUPANTS FOR SUITE 650 TOTAL OCCUPANT SQUARE FOOTAGE # OF EXITS REQUIRED FOR TABLE 1006.3.3 # OF EXITS FOR SUITE 131 ±6,910 2 3 REQUIRED EXIT WIDTH (INCHES) REQUIRED STAIR WIDTH (INCHES) 72" PROVIDED** 88" PROVIDED 0.2 X (131+66+24) = 44.2" REQUIRED 0.3 X (131+66+24) = 66.3" REQUIRED DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY -IRVINE -LOS ANGELES -SAN FRANCISCO - NEW JERSEY -NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS.SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS.ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 As indicated A-0.5C 04/10/24 AW JN/MP 634495 EXIT ROUTES AND TACTILE SIGNAGE X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION *NOTE: PER CBC 303.1.2 SMALL ASSEMBLY SPACES THE FOLLOWING ROOMS AND SPACES SHALL NOT BE CLASSIFIED AS ASSEMBLY OCCUPANCIES: 1. A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY OR AS PART OF THAT OCCUPANCY. 2. A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS LESS THAN 750 SQUARE FEET (70M²) IN AREA AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY OR AS PART OF THAT OCCUPANCY. **NOTE: PER CBC 1005.7.1 DOORS 3.DOORS, WHEN FULLY OPENED, SHALL NOT REDUCED THE REQUIRED WIDTH BY MORE THAN 7 INCHES (178 MM). DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN ONE-HALF. EXIT ANALYSIS - SUITE 650 111 ROOM NUMBER SQUARE FOOTAGE LOAD FACTOR OCCUPANT LOAD RECEPTION 600 276 SF 15 19 CONFERENCE 601 392 SF 15 27 OPEN BREAK AREA 602 198 SF 15 14 OFFICE 603 149 SF 150 1 OPEN WORK AREA 604 1745 SF 150 12 COLLABORATION AREA 605 803 SF 150 6 OFFICE 606 132 SF 150 1 OFFICE 607 132 SF 150 1 OFFICE 608 127 SF 150 1 OFFICE 609 141 SF 150 1 OFFICE 610 140 SF 150 1 COPY/PRINT 611 127 SF 150 1 IT/STORAGE 612 42 SF 300 1 QUIET RM.613 44 SF 150 1 COFFEE BAR 614 216 SF 15 15 OPEN WORK AREA 615 551 SF 150 4 OFFICE 616 120 SF 150 1 OFFICE 617 131 SF 150 1 CONFERENCE 618 197 SF 15 14 OFFICE 619 125 SF 150 1 OFFICE 620 119 SF 150 1 OPEN WORK AREA 621 1005 SF 150 7 DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK 08/07/24 PCC 01 A 08/26/24 PCC 02 B SCALE: 1/8" = 1'-0"EXIT ROUTES AND TACTILE SIGNAGE -6TH FLOOR 1 N OCCUPANT CALCULATION MAXIMUM TOTAL # OF OCCUPANTS FOR SUITE 600 TOTAL OCCUPANT SQUARE FOOTAGE # OF EXITS REQUIRED FOR TABLE 1006.3.3 # OF EXITS FOR SUITE 66 ±6,837 2 3 EXIT ANALYSIS -SUITE 600 USE OFFICES OCCUPANT LOAD ±6,517 SQUARE FOOTAGE LOAD FACTOR 150 44 OCCUPANT CALCULATION MAXIMUM TOTAL # OF OCCUPANTS FOR SUITE 625 TOTAL OCCUPANT SQUARE FOOTAGE # OF EXITS REQUIRED FOR TABLE 1006.3.3 # OF EXITS FOR SUITE 24 ±3,473 1 1 EXIT ANALYSIS -SUITE 625 USE OFFICES OCCUPANT LOAD ±3,473 SQUARE FOOTAGE LOAD FACTOR 150 24 CONFERENCE ±320 150 22 B B NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024 SUITE 600 SUITE 650 ±8,070 SQ. FT. SUITE 625 ±3,597 SQ. FT. SUITE 600 SUITE 650 ±4,556 SQ. FT. SUITE 625 ±6,865 SQ. F.T. DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 3/32" = 1'-0" A-0.5D 04/10/24 AW JN/MP 634495 EXISTING & PROPOSED 6TH FLOOR PLAN X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK SCALE: 3/32" = 1'-0"PROPOSED 6TH FLOOR PLAN 2 SCALE: 3/32" = 1'-0"EXISTING 6TH FLOOR PLAN 1 AREA NOT IN CONTRACT (N.I.C.) AREA NOT IN CONTRACT (N.I.C.)NN NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024 1 1/4"-2"(C) CIRCULAR HANDRAIL SECTION PROFILE (SCALE 6" = 1'-0" )15" MIN..48" MAX.10" MAX. UNOBSTRUCTED SIDE REACH15" MIN.48" MAX.UNOBSTRUCTED FORWARD REACH (A) (C) (B) (D) 48" MIN. 48" MIN. 48" MIN.48" MIN.27" MAX.X<80"GUARDRAIL OR BARRIER 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. 11B-505.5 11B-505.6 11B-504.4.1 11B-505.2 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 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"MIN.1" MAX.2"-4" CONTRASTING COLOR STRIP 11B-504.4.1 11B-505.10 11B-505.10 (B) SECTION/ELEVATION(B-ALT) ALT. SECTION/ELEVATION 34" - 38" PLUS (1) TREAD DEPTH MIN12". 12" MIN. 11" MIN. UNIFORM TREAD DEPTH 4"-7" UNIFORM RISER HEIGHT X<27" 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. 11B-505.10 11B-505.10 11B-505.10 11B-505.7.1 4"-6 1/4" PERIMETER 4"-6 1/4" PERIMETER (D) NON-CIRCULAR HANDRAIL SECTION PROFILES (3" = 1'-0" SCALE) 2 1/4"2 1/4"11B-505.7.2 *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. (B) EXCEPTION 1 (A) MINIMUM CLEAR WIDTH, MAX. SLOPE 2.0% MAX. 5.0% MAX. (TYP U.O.N.)36" MIN.*36" MIN.*32" MIN.24" MAX.48" MIN. 24" MAX. 11B-403.5.1 (A) FORWARD APPROACH48" MIN.30 MIN.30" MIN.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 OR ANOTHER CLEAR FLOOR OR GROUND SPACE 11B-305.5 11B-305.5 11B-302.1 11B-302.3 11B-305.2 11B-305.4 11B-305.6 9" MIN.8" MIN.27" MIN.11" MIN. 25" MAX.30" MIN.(A) KNEE CLEARANCE ELEVATION (B) KNEE CLEARANCE PLAN 17"-25"30" MIN.9"6" MAX. (A) ELEVATION (B) PLAN 11B-306.3 11B-306.3 11B-306.2 11B-306.2 >10"-24" MAX.34" MAX.46" MAX.34" MAX.48" MAX.10" MAX. (a) (b)48" MAX.20" MAX.>20"-25" MAX 44" MAX.(a) (b) OBSTRUCTED HIGH FORWARD REACH OBSTRUCTED HIGH SIDE REACH 11B-308.2.1 11B-308.3.1 11B-308.2.2 11B-308.3.2X≥80"4" MAX.X>27"12" MAX.27" - 80" 12" MAX.27" MAXX>12"X>12"80" MIN.LIMITS OF PROTRUDING OBJECTS (A)(B) POST-MOUNTED PROTRUDING OBJECTS 11B-307.2 11B-307.3 (A) FRONT APPROACH, PULL SIDE (B) FRONT APPROACH, PUSH SIDE (C) HINGE APPROACH, PULL SIDE (D) HINGE APPROACH, PUSH SIDE (E) LATCH APPROACH, PULL SIDE (F) LATCH APPROACH, PUSH SIDE 18" MIN.60" MIN.48" MIN.ADD 12" IF A CLOSER AND LATCH ARE PROVIDED ADD 6" AT EXTERIOR SIDE OF EXTERIOR DOORS 60" MIN.36" MIN.42" MIN.22" MIN.48" MIN.24" MIN.42" MIN.24" MIN.ADD 4" IF CLOSER AND LATCH IS PROVIDED 11B-404.2.4.1 11B-404.2.4.1 11B-404.2.4.1 11B-404.2.4.1 11B-404.2.4.1 11B-404.2.4.1 ADD 4" IF CLOSER AND LATCH IS PROVIDED (A) RECESSED DOOR, PULL SIDE (B) RECESSED DOOR PUSH SIDE 18" MIN.48" MIN.ADD 12" IF A CLOSER AND LATCH ARE PROVIDED ADD 6" AT EXTERIOR SIDE OF EXTERIOR DOORS 60" MIN.X>8"X>8"3'-0" 11B-404.2.4.1 11B-404.2.4.1 11B-404.2.6 11B-404.2.6 11B-404.2.6 11B-307.42.0% MAX2.0% MAX.RAMP DOWN 8.33% MAX.2.0% MAX2.0% MAX. 2.0% MAX. 2.0% MAX. 8.3% MAX. 2.0% MAX. 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. PROVIDE CONTINUOUS HANDRAILS ON BOTH SIDES OF RAMP FOR THE FULL LENGTH OF EACH RAMP RUN 1 1/2" MIN.1 1/2"MIN.TOP LANDING WITH A CHANGE IN DIRECTION SHOWN PROVIDE EDGE PROTECTION 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 AT CURB RAMP FLAIRS NOT STEEPER THAN 1:10 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. 2" - 4" HIGH EDGE PROTECTION (CURB OR BARRIER) SHALL PROVIDE A CONTINUOUS AND UNINTERRUPTED BARRIER ALONG THE LENGTH OF A RAMP TO PREVENT WHEEL ENTRAPMENT. HANDRAIL EXTENSIONS 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 HANDRAILS MAY PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP AT EACH SIDE A MAXIMUM OF 3 1/2" AT THE HANDRAIL HEIGHT AT LEAST AS WIDE AS THEWIDEST RAMP RUN (TYP.)60" MIN. BOTTOM LANDING 5'-0" MINIMUM INTERMEDIATE LANDING (STRAIGHT) 5'-0" MINIMUM INTERMEDIATE LANDING (CHANGE IN DIRECTION)60" MINIMUMINTERMEDIATE LANDING(CHANGE IN DIRECTION)5'-0" MINIMUMTOP LANDINGRAMP RUN DOWN RAMP RUNDOWNRAMP RUN DOWN 5'-0" MINIMUM TOP LANDING NOTES: ·THE CLEAR WIDTH OF A RAMP RUN MUST BE 48" MINIMUM. ·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. BOTTOM LANDING 11B-405 11B-405 11B-505.10.1 11B-505.10.1 11B-1012.4 X>27" 12" MIN.34" - 38" 12" MIN. 12" MIN.30" MAX. RISE FOREACH RAMP RUN(B) HANDRAIL MOUNTING HEIGHT AND EXTENSIONS1 1/4"-2"(C) CIRCULAR HANDRAIL SECTION PROFILE (SCALE 6" = 1'-0" ) 4"-6 1/4" PERIMETER 4"-6 1/4" PERIMETER (D) NON-CIRCULAR HANDRAIL SECTION PROFILES (3" = 1'-0" SCALE) 2 1/4"2 1/4"CURB 2" MIN. - 4" MAX. TO PREVENT THE PASSAGE OF A 4" DIAMETER SPHERE GUIDE RAIL POSITIONED TO PREVENT THE PASSAGE OF A 4" DIAMETER SPHERE (D) EDGE PROTECTION - BARRIER (D) EDGE PROTECTION - CURB 43" MAX> 66"34" - 44"404.2.11 VISION LIGHTS DOORS, GATES, AND SIDE LIGHTS ADJACENT TO DOORS OR GATES, CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43 INCHES (1090 MM) MAXIMUM ABOVE THE FINISH FLOOR. EXCEPTION: VISION LIGHTS WITH THE LOWEST PART MORE THAN 66 INCHES (1675 MM) FROM THE FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO COMPLY WITH 404.2.11. 404.2.10 DOOR AND GATE SURFACES SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES (255 MM) OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH (1.6 MM) OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPTIONS: 1. SLIDING DOORS SHALL NOT BE REQUIRED TO COMPLY WITH 404.2.10. 2. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT 60 DEGREES MINIMUM FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH (255 MM) BOTTOM SMOOTH SURFACE HEIGHT REQUIREMENT. 3. DOORS AND GATES THAT DO NOT EXTEND TO WITHIN 10 INCHES (255 MM) OF THE FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO COMPLY WITH 404.2.10. 4. EXISTING DOORS AND GATES WITHOUT SMOOTH SURFACES WITHIN 10 INCHES (255 MM) OF THE FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO PROVIDE SMOOTH SURFACES COMPLYING WITH 404.2.10 PROVIDED THAT IF ADDED KICK PLATES ARE INSTALLED, CAVITIES CREATED BY SUCH KICK PLATES ARE CAPPED. FINISH FLOOR OR GROUND 7" - 8"30" - 44"5" MAX.35" MIN.2" MIN. VERTICAL ACTUATION BARWHERE PUSH PLATES ARE PROVIDED THERE SHALL BE TWO PUSH PLATES PUSH PLATE 4" SQUARE OR 4 " DIAMETER MINIMUM INT'L SYMBOL OF ACCESSIBILITY, TYPICAL. SCALE: 3/8" = 1'-0"STAIRWAYS 13 SCALE: 1/4" = 1'-0"ACCESSIBLE ROUTE MIN. WIDTH 1 SCALE: 1/4" = 1'-0"REQUIRED CLEAR FLOOR SPACE 5 SCALE: 3/8" = 1'-0"KNEE & TOE CLEARANCE 6 SCALE: 1/4" = 1'-0"OBSTRUCTED REACH 3SCALE: 3/8" = 1'-0"PROTRUDING OBJECTS 7 SCALE: 1/4" = 1'-0"DOOR MANUEVERABILITY 9 SCALE: 1/4" = 1'-0"RECESSED DOOR & GATES MANEUVERING 10 SCALE: 1/4" = 1'-0"DOORS & GATES IN SERIES 11 SCALE: 3/8" = 1'-0"REDUCED VERTICAL CLEARANCE 12 SCALE: 1/4" = 1'-0"RAMPS 16 SCALE: 1/2" = 1'-0"DOOR ELEVATION (MANUAL)1 2 SCALE: 1" = 1'-0"EXTERIOR POWER DOOR CONTROL LOCATIONS1 4 DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 As indicated A-0.6A 04/10/24 AW JN/MP 634495 BASE BUILDING ACCESSIBILITY X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION DATE DESCRIPTION DELTA 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024 N.T.S2 ACCESSIBLE DRINKING FOUNTAIN N.T.S12 ACCESSIBLE TOILET, URINAL, AND GRAB BAR N.T.S15 ACCESSIBLE ROLL-IN SHOWER N.T.S11 ACCESSIBLE SINGLE-ACCOMMODATION TOILET N.T.S14 ACCESSIBLE MULTI-ACCOMMODATION TOILET N.T.S10 ACCESSIBLE ACCESSORIES N.T.S13 ACCESSIBLE CLEARANCES @ DINING/WORK SURFACES N.T.S9 ACCESSIBLE AMBULATORY COMPARTMENT TO CENTERLINE PARTITION PLAN DIAGRAM SIDE ELEVATION PLAN VIEW PLAN DIAGRAM PLAN PLAN DIAGRAM WALL RIM URINAL SIDE ELEVATION TOILET FRONT ELEVATION TOILET SIDE ELEVATION ELEVATION SECTION AT PARTITION DINING AND/OR WORK SURFACE LINE OF REQUIRED CLEARANCE DINING AND/OR WORK SURFACE CLEAR FLOOR SPACE CL NOTE: WHERE SIX OR MORE TOILET COMPARTMENTS ARE PROVIDED OR WHERE A COMBINATION OF URINALS AND WATER CLOSETS TOTALS SIX OR MORE FIXTURES, AT LEAST ONE COMPARTMENT SHALL COMPLY WITH SECTION 11B-604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS.60" MIN.DIA. CLEAR30" x 48"CLEAR SPACEMEDICINE CABINET SANITARY NAPKIN VENDOR COMBINATION WASTE/TOWEL UNITS TOWEL BAR CLOTHES HOOK BOTTOM EDGE OF REFLECTIVE SURFACE 40" MAX. ABOVE ACCESSIBLE LAVATORY/COUNTER TOP. 35" AT ALL OTHER LOCATIONS EXCEPT FITTING/DRESSING ROOMS WHERE 20" MAX AFF./18" MIN. WIDE/54" MIN. HEIGHT. FULL LENGTH TOP EDGE SHALL BE 78" AFF. ACCESSIBLE STALL DOOR HARDWARE: THE DOOR SHALL BE SELF-CLOSING. A DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. NOTE: TOILET ROOM FLOORS SHALL HAVE A STABLE, FIRM, SLIP RESISTANT SURFACE.OUTLETS SWITCHES/CONTROLS ALONG ACCESSIBLE ROUTE MIRROR CONTROL AREA SOAP DISH WITHIN REACH LIMITS OF SEAT SINGLE LEVER CONTROL VALVE HAND HELD SPRAYER. UNIT TO HAVE ON/OFF CONTROL WITH NON-POSITIVE SHUT-OFF. CBC 11B-608.6. UNIT TO DELIVER WATER THAT IS 120 DEGREES FAHRENHEIT MAX. CBC 11B-608.6FOLDING SHOWER SEAT MAX. 6" FROM WALL WHEN FOLDED NOTE: WHERE DRAINS ARE PROVIDED, GRATE OPENINGS ARE MAX. 1/4" AND FLUSH WITH FLOOR 1/2" BEVELED LIP MAX.SLOPEMAX. 1/4"/ FT.59" MIN. HOSE NOTE: TOILET ROOM FLOORS SHALL HAVE A STABLE, FIRM, SLIP RESISTANT SURFACE. PROVIDE A PRIVACY LATCH TO ENTRY DOOR. FLUSH ACTIVATOR WIDE SIDE NO DOOR SHALL ENCROACH INTO 60" MIN. DIA. CLEAR SPACE MORE THAN 12" BUT SHALL NOT ENCROACH INTO THE CLEAR FLOOR SPACE OF A FIXTURE. WHERE THE TOILET ROOM OR BATHING ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-305.3 IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. ℄ ℄ OF FIXTURE60" MI N.DI A. CLEAR30"x48" CLEAR FLOOR SPACE 1. ALL DRINKING FOUNTAINS SHALL BE CONTAINED WITHIN ALCOVES OR COMPLETELY BETWEEN WING WALLS SO AS TO NOT ENCROACH INTO THE PEDESTRIAN WAYS. WING WALLS SHALL PROJECT FROM THE WALL AND REST ON THE FLOOR OR FLOAT NO MORE THAN 6" AFF. 2. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4" HIGH MIN. AND SHALL BE LOCATED 5" MAX. FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORZ. RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3" OF THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAX. WHERE SPOUTS ARE LOCATED 3"-5" MAX FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAX. 3. SPOUT OUTLETS FOR STANDING PERSONS SHALL BE 38" MIN AND 43" MAX. ABOVE THE FINISH FLOOR. PLAN NOTE: X= 18" MIN. ALCOVE DEPTH THEN Y=30" MIN. CLR. IF ALCOVE DEPTH (X) IS GREATER THAN 24", THEN ALCOVE WIDTH (Y) MUST BE A MINIMUM OF 36" CLEAR PLAN OF "HIGH-LOW" DRINKING FOUNTAINPLAN OF "HIGH-LOW" DRINKING FOUNTAIN SECTION OF LOW DRINKING FOUNTAIN "LOW" FOUNTAIN "HIGH" FOUNTAIN NOTE: GRAB BAR STRUCTURAL STRENGTH SHALL COMPLY W/ CBC 11B-609.8. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS AND SHALL HAVE ROUNDED EDGES. TYPICAL GRAB BAR SECTION URINAL FRONT APPROACH CLEAR FLOOR SPACE FLUSH ACTIVATOR WIDE SIDE 19" MIN.28"-34" MAX27" MIN.19"MIN.48" MIN. 24" MIN. 44" MIN. CLR.35" - 37"17"-19"42" MIN. GRAB BAR12" MAX. 54" MIN. 60" MIN. CLR1 1/2" CLR. TYPICAL6" MIN.9"MIN. CLR.34"MIN. CLEAR18" MIN.24" MIN.17"-18"60" MIN.56" MIN. ATWALL-MOUNTED W.C. WHENDOOR SWINGS IN54" MIN.59" MIN. ATFLOOR-MOUNTED W.C. WHENDOOR SWINGS IN60" MIN. CLEAR 32" MIN. CLEAR48" MIN. CLEARA USEABLE SHELF 44" MAX.40" MAX. TO ALLOPERABLE PARTSAND COIN SLOTS40" MAX. TO ALLOPERABLE PARTS40" MAX.15" - 48"TOP OF HOOK3'-6" (HORIZ.) ATCOUNTERTOPS48" MAX. TOP15" MIN. TO BOTTOM48" MAX. TO TOP.30" MIN. 30" MIN. 5'-0" MIN. 15"-16"3" MAXFROM ENTRY14"-15"33"-36"TO TOP OF GRIP, TYP.L-SHAPE SEAT 22"-23" 2 1/2" MAX.1 1/2"MAX.17"-19"40" MAX48" MAX.19" MIN. 27" MAX.48" MAX TO TOPOF MOUNTING BRACKET12" MIN. 32" MIN. CLR.48" MIN. CLR.24" MIN.1 1/2"17" MIN.18" MIN. 60" MIN. 17"-18"12"MAX.42" MIN.54" MIN.56" MIN. DEEP WALL HUNG TOILETS59" MIN. DEEP FOR FLOOR MOUNTED TOILETSY" 1'-4" EQ. EQ.X48" MIN.15" MIN.18" MIN.19" MAX.5" MAX.48" MIN.EQ. EQ. Y 5" MAX.15" MIN. 18" MIN. 19" MAX.9" MIN.27" MIN. CLR.36" MAX @ SPOUT OUTLET8" MIN. KNEE CLR. 6" MAX. 11"-17" KNEE CLR 17"-25" TOE CLR 1 1/2"CLR.12" MIN. CLR.1 1/4" - 2" NOMINAL 1 1/2" CLR.44" MAX TOFLUSH CONTROL6' MAX. 13 1/2" MIN.17" MAX.48" MIN.EQ. EQ. 30" MIN. 36" MIN. GRAB BAR 24" MIN. 12" MIN.33" - 36" TO TOPOF GRIPPING SURFACE17"-18"40" MAX ALLDISPENSERS TOHIGHEST OPERABLEPART19" MINTO OUTLET24" MIN. 7"-9" 54" MIN. 42" MIN. GRAB BAR 12" MAX.33"-36" TO TOPOF GRIPPING SURFACE17"-19"39"-41" 18" NOTE: MOUNTING HEIGHT FROM FINISHED FLOOR, TYPICAL. PROVIDE CLEAR SPACE FOR FORWARD APPROACH 30" x 48" N.T.S4 ACCESSIBLE CORRIDORS AND TURNING N.T.S8 ACCESSIBLE MINIMUM REACH N.T.S3 ACCESSIBLE DOOR CLEARANCES-FRONT APPROACH N.T.S7 ACCESSIBLE RESTROOM SIGNAGE N.T.S6 ACCESSIBLE DOOR CLEARANCES-SIDE APPROACH N.T.S1 ACCESSIBLE VESTIBULES N.T.S5 ACCESSIBLE LAVATORY NOTES: FOR DOORS SERVING OTHER THAN A REQUIRED EXIT STAIRWAY HIGH FORWARD REACH ACCESSIBLE PATH OF TRAVEL 'X' < 48" MINIMUM CLEARANCES FOR SEATING AND TABLES CLOSETS SHELVES MINIMUM MANEUVERING CLEARANCES IN ALCOVES MAXIMUM FORWARD REACH OVER AN OBSTRUCTION (a) PULL SIDE (INTERIOR DOOR) (E) SLIDING DOOR (F) FOLDING DOOR PUSH SIDE PULL SIDE SIDE ELEVATION PLAN VIEW BOTH DOORS OPEN OUT DOORS AT OPPOSITE WALLS DOORS AT ADJACENT WALLS DOOR IN SERIES LINE OF REQUIRED CLEARANCE CLEAR FLOOR SPACE INSULATE HOT WATER PIPES AND DRAIN TO PROTECT AGAINST CONTACT. PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER CL (D) LATCH SIDE APPROACH NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES 48" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER 54" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER (B) SIDE APPROACH (C) POCKET OR HINGE APPROACH (A) FRONT APPROACH DOOR MOUNTED SIGNAGE 1/8" RADIUS CORNER MENS RESTROOM NOTE: 1. SIGNS SHALL HAVE NO SHARP EDGES, CORNERS WITH 1/8" MIN. RADIUS. 1/4" MIN. HIGH 2. RAISED LETTERING 1/32" RAISED FROM SURFACE, UPPERCASE SANS-SERIF TYPE, NOT ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE OR OTHER UNUSUAL FORMS. CHARACTERS SHALL BE OF FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER 'O' IS 60% MIN. AND 110% MAX. HEIGHT OF THE UPPERCASE LETTER "I". CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE SHALL BE 5/8" MIN. AND 2" MAX. BASED ON LETTER "I". LETTER "I" STROKE THICKNESS SHALL BE 15% MAX. HEIGHT OF THE CHARACTER. CHARACTER SPACING, RECTANGULAR, SHALL BE 1/8" MIN. AND 4 TIMES CHARACTER STROKE WIDTH MAX. CHARACTER SPACING FOR OTHER THAN SQUARE, 1/16" MIN. AND 4 TIMES CHARACTER STROKE WIDTH, BUT SHALL MEET RECTANGULAR SPACING. CHARACTERS SHALL BE SPACED FROM RAISED BORDERS 3/8" MIN. 3. RAISED BRAILLE, GRADE 2, MARKING PER 2022 CBC SECTION 11B-703. WOMENS RESTROOM ALL-GENDER RESTROOM60" A.F.F. 60" A.F.F. 60" A.F.F. NOTE: 2% MAX SLOPE AT EXTERIOR LANDINGS ONLY LEVER OR U-SHAPED HANDLE 34" MIN. TO 44" MAX. A.F.F CLEAR LEVEL LANDING PROVIDE 12" MIN. IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER CLEAR LEVEL LANDINGCLEAR LEVEL LANDING NOTE: PROVIDE BUMPER IN POCKET TO PREVENT DOOR FROM FULLY RECEDING NOTE: AT PASS THROUGH KITCHENS, A MIN. 40 INCH CLEAR PATH. AT 'U' SHAPED OR DEAD-END KITCHENS, 60 INCH MIN CLEAR. REACH DIAGRAMS APPLY TO EQUIPMENT AND REF/FREEZER CLEAR FLOOR SPACE PARALLEL APPROACH HIGH AND LOW SIDE REACH LIMITS MAX. SIDE REACH OVER AN OBSTRUCTION NOTE: * CORRIDORS WITH OCCUPANCY OF 9 OR LESS ** CORRIDORS WITH OCCUPANCY OF 10 OR MORE ALSO REFER TO OCCUPANT LOAD FOR REQUIRED EGRESS WIDTH. MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR CLEAR WIDTH FOR TWO WHEEL CHAIRS TO PASS PARALLEL THROUGH CORRIDOR T-SHAPE 180° TURNS WHEELCHAIR TURNING SPACE 180° TURNS AROUND AN OBSTRUCTION THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE. [CBC 11B-404.2.10] 8" MIN. KNEE CLR.9" MIN.27" MIN.29" MIN.34" MAX.11" MIN.6" MAX. 17"- 19" DEPTH 1'-6" MIN. TO CENTERLINE 1'-5" MIN.25"MAX.48" MIN.30" MIN. 48" MIN.18"MIN.12"MIN.48" MIN. 48" MIN.12" MIN.12" MIN.48" MIN.18" MIN.18" MIN.48" MIN.42" MIN.22" MIN.42" MIN.24" MIN.42" MIN.54" MIN.12"12"12"12"32" MIN. 32" MIN.48" MIN. 60" MIN. 32" MIN. CLR.FROM DOOR TO STOP 18" MIN. CLEAR @ INT. DOORS 24" MIN. CLEAR @ EXT. DOOR90°12"X>8"18" MIN.60" MIN.36" MIN.X>24"X>15"60" MIN. 24" MAX. 30"46" MAX.34" MAX.48" MAX.21" MAX. 21" MAX.40" MIN.48" MAX.30"34" MIN.15" MIN.48"30" MIN. 48" MIN.15"MIN.48" MAX.36" MIN. 36" MIN.48" MIN.30"MIN.19"MIN.36" MIN.60" MIN.19" MIN.36"MIN.48" MAX.27" MIN.CLR.20" MAX.34" MAX.48" MIN.44" MAX.27" MIN.CLR.48" MIN.34" MAX.>20"-25" MAX.44" MIN**36" MIN*60" MIN. CLR.60" MIN. CLR.24" MIN.CLR.12" MIN. CLR. 36" MIN* 44" MIN** 12" MIN CLR. 60" MIN.60" MIN.32" MIN. 36" MIN*24"MAX.48" MIN.24"MAX.32" MIN.44" MIN**36" MIN*48" MIN.36" MIN* 44" MIN**. 36" MIN* 44" MIN** 42" MIN* 44" MIN** . 42" MIN* 44" MIN**48" MIN.60" MIN.36" MIN*.36" MIN*60" DIA.48" MAX.WALL MOUNTED SIGNAGE ALL GENDER RESTROOM UNISEX RESTROOMRESTROOM 60" MAX. A.F.F. TO BASELINE OF HIGHEST RAISED CHARACTER48" MIN. A.F.F. TO BASELINE OF LOWEST RAISED CHARACTER36" MIN. WIDTH 11B-904.4.1 11B-902.3 48" MIN.30" MIN 11B-902 DINNING/WORK SURFACES 11B-306.3.3 EXCEPTION #2 11B-604.8.1.1.211B-604.8.1.1.2 DOOR SWINGS IN36" MN WHEN THE12" MIN. @ CLOSER & LATCH 11B-604 L-SHAPE SEAT11B-608.2.2 NOTE: Where a seat is provided in standard roll-in type shower compartments, grab bars shall be provided on the back wall and the side wall opposite the seat. Grab bars shall not be provided above the seat. Where a seat is not provided in standard roll-in type shower compartments, grab bars shall be provided on three walls. Grab bars shall be installed 6 inches (150 mm) maximum from adjacent walls.CENTERLINE39"-41" 6" STANDARD PERSON DRINKING FOUNTAIN SPOUT OUTLET HEIGHT TO BE LOCATED AT+38" - + 43" A.F.F. CLEAR FLOOR SPACE 11B-602.6 11B-306 TOE & KNEE CLEARANCE 11B-602 XCLEAR FLOOR SPACE 11B-306 11B-602.732" MIN.11B-604.8.2 11B-213.3.1 11B-604.2 W/C LOCATION 11B-604.8 2 AMBULATORY TOILET COMPARTMENT OF LAV/SINK 11B-606.5 11B-306.3 11B-606.6 11B-306.3 32" MIN. 32" MIN. 32" MIN 32" MIN. 56" MIN. MANEUVERING CLEARANCES AT DOOR WAYS WITH OUT DOORS, SLIDING DOORS, GATES AND FOLDING DOORS 11B-404.2.4.2 11B-603.4 11B-603.4 11B-603.4 11B-603.4 11B-308.2.2 11B-603.4 15" MIN. TO BOTTOM48" MAX. TO TOP11B-603 11B-603.3 12" MIN 24" MIN 11B-609.3 11B-605.2 11B-605.3 11B-604.5.2 11B-604.5.2 11B-604.7 11B-604.411B-609.411B-305.7.1 11B-305.7.1 11B-305.7.1 11B-305.7.2 11B-803.5 11B-308.3.2 11B-305.3 11B-308.3.1 11B-308.2.1 11B-804.2.1 11B-804.2.2 11B-308.3.2 11B-305.7.2 11B-304.4.1 11B-403 A B C D E F G DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 A-0.6B 04/10/24 AW JN/MP 634495 BASE BUILDING ACCESSIBILITY X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION 4" MAXDATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024 MAX17" TO 19"MAX17" TO 19"MAX1' - 5"MAX1' - 5"44" MAX.MAX3' - 4"3' - 4"V.I.F. 2' - 0"1' - 6"2' -3" MIN2'-10" MAX6" MAX9" MIN1' - 5" MIN MIN. 11" 36" MAX 1' - 7"36" MAX 12" MIN 17"-18"39" - 41"39" - 41" 24" MIN 42". 12" MAX. 54" MIN 1 1 2 2 3 4 4A 5 6 7 8A 8B 8C8 36". 24" MIN. 12". 17"-18" 42". 1' - 0" 54" MIN 24" MIN 33"-36"33"-36"WC-1 ACCESSIBLE FLOOR/WALL MOUNTED WC-1 ACCESSIBLE FLOOR/WALL MOUNTED UR-1 H.C. UR-1 H.C. INSULATE HOT AND COLD WATER SUPPLY AND DRAIN PIPES MIRROR MIRROR @ COUNTERTOP SEAT COVER DISPENSER COMBINATION SEAT COVER DISPENSER AND TOILET TISSUE TOILET TISSUE DISPENSER ADA GRAB BAR 3' - 4" MAX3' - 4" MAX3' - 4" MAX3' - 4" MAX2' -10" HCP 2' - 0" STD 1' - 0"5' - 10".5' - 0".ADA GRAB BAR ADA GRAB BAR ADA GRAB BAR 9 11 12 1410 SANITARY NAPKIN/TAMPON VENDOR WITH DISPOSAL COMBO PAPER TOWEL DISPENSER AND WASTE RECEPTACLE DECK MOUNTED SOAP DISPENSER WALL MOUNTED SOAP DISPENSER 3' - 4" MAX3' - 4" MAX3' - 4" MAX3'-4" MAX13 TOILET COMPARTMENT (SEE SCHEDULE) URINAL SCREEN 39" - 41"39" - 41"39" - 41"39" - 41"33"-36"17"-18" FLUSH VALVE WIDE SIDE 54" MIN. 13-1/2" MIN. LAV-1 5' - 0"MAX. 7"-9" COUNTER TOP MOUNTED WALL MOUNTED 1A WC-1 ACCESSIBLE- FLOOR/WALL MOUNTED 1A WC-1 ACCESSIBLE- FLOOR/WALL MOUNTED BABY CHANGING TABLE 33" MAX42" MIN. 12" MAX. 24" MIN. MIN. 24". MIN. 12". 36" MIN.33"-36"TRANSFER SIDE OPENING19" MIN TOSANITARY NAPKIN DISPOSAL UNIT 5' - 0"TOP OF FINISH FLOOR Men 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. Women 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. THESE SYMBOLS COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOORS. REFER TO DOOR HARDWARE GROUP SECTION OF THE SPECS. FOR ADA REQUIRED RESTROOM SIGNS AND LOCATIONS. NOTES 1. 2. 3. 16 1715 All Gender A COMBINED CIRCLE AND TRIANGLE SYMBOL SHALL BE LOCATED AT ENTRANCES TO UNISEX TOILET AND BATHING FACILITIES. THE COMBINED CIRCLE AND TRIANGLE SYMBOL SHALL CONSIST OF A CIRCLE SYMBOL 1 /4 INCH (6.4 MM) THICK AND 12 INCHES (305 MM) IN DIAMETER WITH A 1 /4 INCH (6.4 MM) THICK EQUILATERAL TRIANGLE SYMBOL SUPERIMPOSED ON AND GEOMETRICALLY INSCRIBED WITHIN THE 12-INCH (305 MM) DIAMETER OF THE CIRCLE SYMBOL. THE VERTICES OF THE TRIANGLE SYMBOL SHALL BE LOCATED 1/4 INCH (6.4 MM) MAXIMUM FROM THE EDGE OF THE CIRCLE SYMBOL WITH A VERTEX POINTING UPWARD. THE COLOR OF THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE COLOR OF THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. THE COLOR OF THE CIRCLE SYMBOL SHALL CONTRAST WITH THE COLOR OF THE DOOR OR SURFACE ON WHICH THE COMBINED CIRCLE AND TRIANGLE SYMBOL IS MOUNTED, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND MEN'S RESTROOM WOMEN'S RESTROOM ALL GENDER RESTROOM DESIGNATION SIGNS ARE NOT REQUIRED TO BE PROVIDED BY THE CBC OR THE 2010 ADAS. IF PROVIDED, A DESIGNATION SIGN ADJACENT TO THE DOOR MUST COMPLY WITH THE SCOPING REQUIREMENTS OF CBC 11B-216.2, AND THE TECHNICAL REQUIREMENTS FOR RAISED CHARACTERS (CBC 11B-703.2), BRAILLE (CBC 11B-703.3), VISUAL CHARACTERS (CBC 11B-703.5), AND REQUIREMENTS FOR INSTALLATION HEIGHT AND LOCATION (CBC 11B- 703.4). NO PICTOGRAM IS REQUIRED. THE FOLLOWING SIGNS ILLUSTRATE ACCEPTABLE EXAMPLES FOR DESIGNATION SIGN TEXT: MOUNT BRAILLE SIGNAGE TO STRIKE SIDE OF DOOR, TYP. ALL GENDER RESTROOM RESTROOM 60" MAX. A.F.F. TO BASELINEOF HIGHEST RAISED CHARACTER18 19 UNISEX RESTROOM 20 48" MAX. A.F.F. TO BASELINEOF LOWEST RAISED CHARACTER2'-5" MINBOTTOM OF MIRROR MAXTV 3' - 0" 3' - 0"48" MIN.48" MIN.18" MIN.60" MIN.60" MIN. 17"-18" 12" MIN. 12" MIN. 30"X48" CLEAR SPACE 30"X48" CLEAR SPACE 30"X48" CLEAR SPACE 18" MIN.24" MIN.54" MIN.56" MIN.17"-18" 60" MIN.60" MIN.54" MIN.24" MIN.56" MIN.3' - 0"18" MIN.DIA. CLEAR 60" MIN. DIA. CLEAR 60" MIN. TYP. ACC. MOUNTING DIMENSIONS N DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 As indicated A-0.7 04/10/24 AW JN/MP 634495 BASE BUILDING RESTROOM ACCESSIBILITY PLANS X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION FOR REFERENCE ONLY DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK SCALE: 1/4" = 1'-0"EXISTING 6TH FLOOR RESTROOM 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024 B +44" B+12" B GFI GFI B B DEMOLITION LEGEND DEMOLITION KEYNOTES DEMOLITION SHEET NOTES 1. REFER TO SHEETS A-0.2 AND A-0.3 FOR TYPICAL SPECIFICATIONS. REFER TO SHEET A-0.1 FOR GENERAL DRAFTING STANDARDS AND ABBREVIATIONS USED. REFER TO SHEET A-0.2 FOR GENERAL NOTES. REFER TO SHEET A-0.6A AND A-0.6B FOR DISABLED ACCESS NOTES. REFER TO SHEET A-0.1 FOR FIRE AND SAFETY NOTES. 2. REFER TO SHEET A-0.2 FOR TYPICAL DEMOLITION NOTES AND PATCHING AND CLEANING NOTES. REMOVE INTERIOR TENANT NON-LOAD BEARING WALLS AND ASSOCIATED ELECTRICAL, DATA, TELEPHONE AND J-BOXES. REMOVE ALL WIRING BACK TO ELECTRICAL SUB-PANELS. 1.2 REMOVE EXISTING DOORS AND FRAMES. WHERE POSSIBLE, REUSE/RELOCATE ALL EXISTING DOOR ASSEMBLIES IN NEW BUILD-OUT OR RETURN TO BUILDING STORAGE AS DIRECTED BY BUILDING OWNER. 1.3 REMOVE ALL FLOOR COVERING THROUGHOUT TENANT EXPANSION SPACE U.O.N. SCRAPE ALL FLOORS CLEAN OF ALL ADHESIVE, PAD, ETC. TO SMOOTH FINISH AND BROOM CLEAN. 1.4 REMOVE EXISTING WALL FINISHES U.O.N. SKIM COAT TENANT WALLS AS REQUIRED TO PREPARE FOR APPROVED FINISH IN TENANT'S EXPANSION SPACE. 1.5 CUT IN FOR NEW 3'-0" DOOR OPENING, MATCH EXISTING DOOR HEIGHT. 1.1 1.6 REMOVE EXISTING PLASTIC LAMINATE CABINETS. CAP OFF ALL RELATED PLUMBING, WHERE OCCURS. 1.7 1.8 1.9 PROTECT FLOOR AND WALL FINISHES IN TENANT'S EXISTING SPACE. PATCH AND REPAIR AS REQUIRED PER NEW LAYOUT. REMOVE EXISTING COUNTERTOP TO PREP FOR NEW SOLID SURFACE COUNTERTOP. RELOCATE EXISTING DOUBLE DOOR TO NEW LAYOUT. AREA NOT IN CONTRACT (N.I.C.) EXISTING WALL TO REMAIN EXISTING STRUCTURE TO BE DEMOLISHED AND REMOVED FROM SITE. REMOVE EXISTING OUTLETS AND PULL ALL WIRING BACK TO SUB-PANEL. PATCH/PREP. WALLS AS REQUIRED FOR NEW FINISH. DEMOLISH EXISTING FLOOR BOXES AND PULL ALL WIRING BACK TO SUB-PANEL. PATCH/REPAIR FLOOR AND PREPARE FOR NEW FINISH. EXISTING FRAMED GLASS PARTITION TO BE DEMOLISHED AND REMOVED FROM SITE. EXISTING SINGLE DOOR, DOOR FRAME, AND HARDWARE TO REMAIN. CLEAN, REPAIR AND REFINISH DOOR TO LIKE NEW CONDITION. EXISTING FRAMELESS GLASS TO BE DEMOLISHED AND REMOVED FROM SITE. EXISTING SINGLE DOOR, DOOR FRAME, AND HARDWARE TO BE REMOVED. EXISTING DOUBLE DOOR, DOOR FRAME, AND HARDWARE TO REMAIN. CLEAN, REPAIR AND REFINISH DOOR TO LIKE NEW CONDITION. EXISTING FRAMED GLASS PARTITION TO REMAIN. EXISTING FRAMELESS GLASS TO REMAIN. REMOVE ALL HVAC/ELECTRICAL TIES BETWEEN SUITES. 1.10 CUT IN FOR NEW 5'-0" FRAMELESS GLASS PARTITION. MATCH EXISTING IN SUITE. 1.1 TYP. 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.1 TYP. 1.1 TYP. 1.3 THROUGHOUT, TYP. 1.4 1.5 1.1 TYP. 1.6 1.6 1.1 (E) ELEVATOR LOBBY (E) FREIGHT ELEV. LOBBY (E) MEN'S RESTROOM (E) WOMEN'S RESTROOM (E) JANITOR'S CLOSET 1.2 1.9 THROUGHOUT 1.9 THROUGHOUT 1.2 1.7 1.2 1.8 1.8 1.10 1.10 1.1 1.5 1.2 1.1 TENANT'S EXPANSION SPACE TENANT'S EXPANSION SPACETENANT'S EXISTING SPACE TENANT'S EXISTING SPACEN DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 As indicated A-1.0 04/10/24 AW JN/MP 634495 DEMOLITION PLAN X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK SCALE: 1/8" = 1'-0"DEMOLITION PLAN 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024 REFLECTED CEILING DEMOLITION LEGEND CEILING DEMOLITION KEYNOTES 1 REWORK HVAC SYSTEMS ALONG NEW DEMISING PARTITION TO PROVIDE SUITE SEPARATION AND ELIMINATE CROSS ZONING. PROVIDE SEPARATION OF LIGHTING CONTROLS BETWEEN SUITES.2 AREA NOT IN CONTRACT (N.I.C.) EXISTING WALL TO REMAIN EXISTING PARTITION TO BE DEMOLISHED AND REMOVED FROM SITE. EXISTING CEILING GRID TO REMAIN. REMOVE CEILING TILE IN TENANT'S EXPANSION SUITE. EXISTING LIGHTING TO BE REMOVED AND DISCARDED. (VERIFY WITH BUILDING MANAGER IF FIXTURE IS TO BE RETURNED TO THE BUILDING MANAGER FOR STOCKING). EXISTING EXIT SIGN TO BE REMOVED. REMOVE ALL HVAC/ELECTRICAL TIES BETWEEN SUITES. EXISTING LIGHTING TO REMAIN IN TENANT'S CURRENT SUITE. EXISTING CEILING GRID AND CEILING TILE TO BE REMAIN. 1 2 TENANT'S EXPANSION SPACE TENANT'S EXPANSION SPACETENANT'S EXISTING SPACE TENANT'S EXISTING SPACEDATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 As indicated A-1.1 04/10/24 AW JN/MP 634495 CEILING DEMOLITION PLAN X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK SCALE: 1/8" = 1'-0"REFLECTED CEILING DEMOLITION PLAN 1 N NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024 20A - HEAD DETAIL 20B - HEAD DETAIL 20E - JAMB DETAIL 20F - JAMB DETAIL 20C - HEAD DETAIL 20D - HEAD DETAIL TYPICAL NOTES: 1. REFER TO SHEET A-2.0 FOR PARTITION TYPES. 2. REFER TO DOOR SCHEDULE FOR DOOR, FRAMES AND FINISHES. 3. ALL GLAZING THICKNESS TO BE PER PROVIDED DETAILS ON A-30.4, U.O.N. 4. AT ONE HOUR PARTITIONS USE 45 MIN. FIRE RATED MET. FRAMES AND CLEAR, WIRED-GLASS WITH THICKNESS PER PROVIDED DETAILS ON A-30.0. WIRED TO RUN IN A HORIZ. DIRECTION, U.O.N. 5. ALL DOORS TO MEET MINIMUM CLEAR OPENING WIDTH OF 32" PER CBC 1010.1.1. 20G - HEAD DETAIL 20H - HEAD DETAIL 20A 20B 20E ELEVATION A&C ELEVATION B&D DOOR ELEVATIONS 36" 72" -- -- -- ELEVATION D 36" A B PARTITION LEGEND NOTE: CONTRACTOR TO IDENTIFY IN BID AND INCLUDE IN PRICING ALL ITEMS LIKELY TO BE REQUIRED BY TITLE 24, CHAPTER 6 PART 141.0 AND 141.1 BASED ON SCOPE OF WORK SHOWN IN PLAN. THIS SHALL INCLUDE (AS APPLICABLE) BUT NOT LIMITED TO: DISAGGREGATION OF ELECTRICAL PANELS, CONTROLLED RECEPTACLES, DAYLIGHTING CONTROLS, OCCUPANCY SENSORS, MULTI-LEVEL SWITCHING AND/OR DIMMING, DEMAND RESPONSE AND HVAC EFFICIENCY MEASURES. 100 A1 DOOR NUMBER NOTE: ALL NEW DOOR PULL HARDWARE TO BE ACCESSIBLE, APPROVED "LEVER" TYPE. NOTE: ALL NEW DOORS ARE TO BE 3'-0" WIDE MIN. UNLESS OTHERWISE NOTED. PARTITION TYPE SYMBOL. SEE PARTITION TYPES LEGEND ON SHEET A-2.0 FOR REFERENCED DETAILS. 1/4" COPPER WATER LINE SINGLE COMPARTMENT SINK. REFER TO ITEM #3 ON THE CONSTRUCTION SPECIFICATIONS ON SHEET A-0.3 PROVIDE WITH SINK AN UNDER COUNTER WATER FILTRATION SYSTEM, REFER TO ITEM#5 ON THE CONSTRUCTION SPECIFICATION ON SHEET A-0.3 RELOCATED DOUBLE DOOR, DOOR FRAME AND HARDWARE. A 1 DOOR HARDWARE DOOR TYPE NAME 100 ROOM KEY SYMBOL ROOM NAME ROOM NUMBER AREA NOT IN CONTRACT (N.I.C.) EXISTING WALL TO REMAIN EXISTING FRAMED GLASS PARTITION TO REMAIN. EXISTING FRAMELESS GLASS TO REMAIN. NEW PARTITION NEW DEMISING PARTITION NEW LOW WALL +34" AFF WITH SOLID SURFACE CAP NEW SINGLE DOOR, DOOR FRAME AND HARDWARE. NEW SLIDING GLASS DOOR, DOOR FRAME AND HARDWARE NEW FIRE RATED PARTITION TO MATCH EXISTING NEW MILLWORK SFEC BUILDING STANDARD, SEMI - RECESSED FIRE EXTINGUISHER CABINET. REFER TO DETAILS #5 AND #6/A-30.0. NEW FRAMELESS GLASS PARTITION NEW GLASS SINGLE DOOR, DOOR FRAME AND HARDWARE. PARTITION KEYNOTES DOOR TYPE A. BUILDING STANDARD SINGLE CORRIDOR DOOR TYPE: WOOD DOOR FRAME: BLACK ANODIZED ALUMINUM WIDTH 3'-0" HEIGHT: 8'-10" FINISH: AFRICAN MAHOGANY RATING: 20 MIN. ASSEMBLY B. RELOCATED EXISTING DOUBLE CORRIDOR DOOR TYPE: WOOD DOOR FRAME: BLACK ANODIZED ALUMINUM WIDTH: 6'-0" HEIGHT: 8'-10" FINISH: AFRICAN MAHOGANY RATING: 20 MIN. ASSEMBLY C. BUILDING STANDARD SINGLE INTERIOR DOOR TYPE: WOOD DOOR FRAME: BLACK ANODIZED ALUMINUM WIDTH 3'-0" HEIGHT: 8'-10" FINISH: AFRICAN MAHOGANY D. BUILDING STANDARD HERCULITE DOOR TYPE: TEMPERED GLASS FRAME: FULL HEIGHT WIDTH: 3'-0" HEIGHT: 8'-10" GLASS FINISH: CLEAR GLASS THICKNESS: REFER TO GLASS THICKNESS CHART ON SHEET A-30.4 DOOR HARDWARE LEVER: 1. SINGLE ENTRY CORRIDOR HARDWARE LOCKSET: SCHLAGE 8243 HINGES: PBB BB81 CLOSER: NORTON 7500 689 CLOSER DOOR STOP: TRIMCO 3910-625 AFB THRESHOLD: PEMKO 271 SMOKE SEAL: PEMKO HSS2000 INTUMESCENT SEAL 2. DOUBLE ENTRY CORRIDOR HARDWARE LOCKSET: SCHLAGE 8243 HINGES: PBB BB81 CLOSER: NORTON 7500 689 CLOSER DOOR STOP: TRIMCO 3910-625 AFB THRESHOLD: PEMKO 271 ASTRAGAL: PEMKO 355-CV-108 COORDINATORS: DCI 672-600 COORDINATOR DUSTPROOF: PEMKO HSS2000 INTUMESCENT SEAL STRIKE: TRIMCO 3910-625 AFB 3. INTERIOR LOCKSET LOCKSET: SCHLAGE 8243 HINGES: PBB BB81 DOOR STOP: TRIMCO 3910-625 AFB 4. HERCULITE DOOR HARDWARE PULL: BACK TO BACK LADDER 24" LONG STAINLESS STEEL FINISH HINGES: OVERHEAD CLOSER, DOOR STOP AT 90 DEGREE OPENING DOOR STOP: BUILDING STANDARD 2.1 INFILL EXISTING WALL/DOOR OPENING. MATCH EXISTING STUD WIDTH, TAPE (FIRE TAPE, 1-HR RATED CONSTRUCTION IF REQUIRED) SAND, SMOOTH AND PREP FOR NEW FINISHES. 2.2 2.3 2.5 1/4" DIAMETER COLD COPPER WATER LINE FOR COFFEE MAKER WITH SHUT OFF VALVE. 1/4" DIAMETER COLD COPPER WATER LINE FOR ICE MAKER WITH SHUT OFF VALVE. NEW BUILDING STANDARD SEMI-RECESSED FIRE EXTINGUISHER. 2.4 PROVIDE WALL BACKING FOR TENANT PROVIDED FLAT SCREEN TV.2.6 PROVIDE NEW MOVABLE GLASS WALL PARTITION. SPEC: TBD. 2.7 GENERAL CONTRACTOR TO VERIFY WALL HEIGHT AND PONY UP TO MATCH WALL TYPE C1 IF REQUIRED.2.8 RELOCATED DOUBLE DOOR LOCATION. ALIGN TO BE CENTERED OF WALL ACROSS FROM ENTRY. DOOR SCHEDULE & DETAILS AB TV RECEPTION 600 CONFERENCE 601 OPEN BREAK AREA 602 OFFICE 603 COLLABORATION AREA 605 OFFICE 606 OFFICE 607 OFFICE 608 OFFICE 609 OFFICE 610 COPY/PRINT 611 IT/STORAGE 612 QUIET RM. 613 COFFEE BAR 614 OFFICE 616 OFFICE 617 CONFERENCE 618 OFFICE 619 OPEN WORK AREA 615 OPEN WORK AREA 621 2.1 2.1 2.2 SFEC (E) 2.3 2.6 (E) ELEVATOR LOBBY (E) FREIGHT ELEV. LOBBY (E) MEN'S RESTROOM (E) WOMEN'S RESTROOM (E) JANITOR'S CLOSET 602 A 1 2.7 A 2'-5"4' - 8"4' - 9" 1' - 8" 5' - 0" 1' - 0" OPEN WORK AREA 604 C1 2.5 TV 2.6 2.7 OFFICE 620 B1 G2 2.4 H 603 C 3 601 D 4 600 B 2 2.1 5' - 0"5' - 0"A-20.0 2 3 A-20.0 1 SFEC (E) SUITE 600 TENANT'S EXPANSION SPACE TENANT'S EXPANSION SPACETENANT'S EXISTING SPACE TENANT'S EXISTING SPACE2.8 G2 G2 A 2.6TV SUITE 625 6' - 0"6' - 0"6' - 0" CLR. 36"CLR.36"CLR.36"A A PARTITION TYPE TYPE DETAIL DESCRIPTION A 1/A-30.0 TO UNDERSIDE OF CEILING, (1) LAYER 5/8" GWB ON BOTH SIDES B1 2/A-30.0 TO 6" ABOVE CEILING, PROVIDE INSULATION IN STUD CAVITY, (1) LAYER TYPE "X" 5/8" GWB ON BOTH SIDES C1 3/A-30.0 TO UNDERSIDE OF DECK, PROVIDE INSULATION IN STUD CAVITY, (1) LAYER TYPE "X" 5/8" GWB ON BOTH SIDES G2 7/A-30.4 FRAMELESS GLASS WINDOW WALL. NO INSULATION. H 4/A-30.0 44" HIGH LOW WALL, NO INSULATION. N DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY -IRVINE -LOS ANGELES -SAN FRANCISCO - NEW JERSEY -NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS.SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS.ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 As indicated A-2.0 04/10/24 AW JN/MP 634495 CONSTRUCTION PLAN X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK 08/07/24 PCC 01 A 08/26/24 PCC 02 B SCALE: 1/8" = 1'-0"CONSTRUCTION PLAN 1 NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024 GENERAL NOTES ADJUSTABLE SHELVING, TYPICAL WHERE SYMBOL OCCURS OR REFERENCED IN DETAIL, SEE ELEVATION FOR QUANTITY. FOR FINISHES REFERENCED ON ELEVATIONS, REFER TO SHEET A-5.0 FINISH SCHEDULED. REFERENCE MILLWORK NOTES ON SHEET A-30.5 SPECIFICATIONS AND GENERAL REQUIREMENTS. 1 2 KEYNOTES DOUG MOCKETT TAB PULLS, TYPICAL WHERE SYMBOL OCCURS. SEE ELEVATIONS FOR QUANTITY. NEW SINK AND LEVER FAUCET, SEE SHEET A-0.3 FOR SPECIFICATIONS. GARBAGE DISPOSAL, SEE EQUIPMENT LEGEND ON SHEET A-0.3 FOR SPECIFICATIONS. INSTANTANEOUS WATER HEATER. SEE EQUIPMENT LEGEND ON SHEET A-0.3 FOR SPECIFICATIONS. DISHWASHER. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS. PROVIDE WALL BACKING AS REQUIRED FOR UPPER CABINET. SEE DETAILS 15/A-30.5. PROVIDE ALL MILLWORK LOCKS AND SAFETY LATCHES AT ALL MILLWORK CABINET DOORS IF REQUIRED. ALL THE LOCKS TO BE KEYED THE SAME FOR EACH INDIVIDUAL ROOM, U.O.N. 20.1 20.2 20.3 20.4 20.5 20.6 20.7 20.8 PROVIDE FINISH END PANEL AT OPEN END OF MILLWORK.20.9 ALTERNATE KEYNOTES PROVIDE ALTERNATE PRICING FOR MEDECO3 CABINET LOCKS AT COLLABORATION AREA #605 TO BE KEYED THE SAME FOR EACH INDIVIDUAL LOCK. F.1 4"MAX.2' - 10"12 EQ. SPACES AT 17" MAX. PL 2 PL 1 20.1 20.2 20.3 2 A-30.5 TYP. TYP. TYP. F.1 4"MAX2' - 10"2' - 2"3' - 0"2' - 0"1' - 7"4"4 A-30.5 3 A-30.5 11 A-30.5 DISHWASHER PL 2 PL 1 PL 3 20.4 20.5 20.6 20.2 20.1 20.8 TYP. TYP. TYP. 20.7 20.1 TYP. 5 A-30.5 3 A-30.5 4"MAX2' - 10"4"AT 15" MAX. 2 EQ. SPACES TRASH 2' - 0" AT 15" MAX. 2 EQ. SPACES PL 2 PL 1 20.2 20.1 20.9 20.4 3' - 6" TYP. TYP. DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 As indicated A-20.0 04/10/24 AW JN/MP 634495 INTERIOR ELEVATIONS X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK 08/07/24. PCC 01 A SCALE: 3/8" = 1'-0"ELEVATION AT COLLABORATION AREA 1 SCALE: 3/8" = 1'-0"ELEVATION AT OPEN BREAK #602 2 SCALE: 3/8" = 1'-0"ELEVATION AT OPEN BREAK #602 3 A NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024 T B J B B B+12"B B B J POWER/ VOICE/ DATA LEGEND WALL MOUNTED DUPLEX ELECTRICAL OUTLET. SEE ENGINEER'S DRAWINGS FOR CONDUIT SIZE. SWITCHES AND RECEPTACLES 1. ALL SWITCHES AND RECEPTACLES AT P-1 AND/OR WHITE WALLS SHALL BE WHITE CREWLESS, U.O.N. GC TO CONFIRM COLOR FINISH ON ALL SUCH COMPONENTS AT NON-WHITE WALLS WITH ARCHITECT BEFORE PURCHASE AND INSTALLATION. 2. ALL SWITCHES (ROCKER AND DIMMER) AND RECEPTACLES AT WALLS RECEIVING WALLCOVERING SHALL BE CREWLESS. GC TO CONFIRM COLOR WITH ARCHITECT BEFORE PURCHASE AND INSTALLATION. SUBMIT SAMPLES OF SWITCHES, OUTLETS AND PLATES FOR APPROVAL. 3. ALL RECEPTACLES INSIDE VENEERED MILLWORK SHALL BE CREWLESS BLACK, U.O.N. 4. ALL RECEPTACLES INSIDE WHITE MILLWORK SHALL BE WHITE CREWLESS, U.O.N. 5. ALL RECEPTACLES AND SWITCHES AT BACK-PAINTED GLASS WHERE OCCURS SHALL BE SSTL, U.O.N. COMPONENTS SHALL BE MOUNTED HORIZONTALLY. 6. ALL RECEPTACLES AT METAL SURFACES SHALL BE MOUNTED HORIZONTALLY, U.O.N.. 7. DEDICATED SWITCHES SHALL BE ORANGE OUTLET WITH WHITE OR SSTL PLATES. 8. GC SHALL BE RESPONSIBLE FOR CONFIRMING RECEPTACLE TYPES FOR SPECIAL EQUIPMENT (SUCH AS COPY MACHINES)WITH CLIENT AND ARCHITECT BEFORE PURCHASE AND INSTALLATION. 9. ALL VOICE AND DATA OUTLETS SHALL MATCH POWER OUTLETS AS ABOVE U.O.N. 10. ALL DIMMER SWITCHES SHALL MATCH POWER SWITCHES AS ABOVE U.O.N. 11. SWITCHES AND RECEPTACLES MAY BE LEVITE DECOR, GLUTTON, OR COOPER, U.O.N. 12. SUBMIT SAMPLES OF SWITCHES AND PLATES FOR APPROVAL. 13. ELECTRICAL CODE - NC 210.71 RECEPTACLE OUTLETS REQUIRED. MEETING ROOMS. DESIGN CRITERIA NOTES J WALL MOUNTED QUADPLEX ELECTRICAL OUTLET. SEE ENGINEER'S DRAWINGS FOR CONDUIT SIZE. WALL MOUNTED DUPLEX ELECTRICAL OUTLET, SEPARATE CIRCUIT. SEE ENGINEER'S DRAWINGS FOR CONDUIT SIZE. FLUSH FLOOR MOUNTED FIRE RATED JUNCTION BOX, TELE/DATA AND DUPLEX OUTLET. VERIFY CONDUIT SIZE FOR DATA/TELE REQUIREMENTS. COORDINATE LOCATION W/ TENANT AND FURNITURE CONTRACTOR REQUIREMENTS. WALL POWER IN-FEED JUNCTION BOX FOR WORKSTATIONS POWER AND TELEPHONE/DATA. VERIFY POWER REQUIREMENTS WITH THE FURNITURE VENDER AND THE ELECTRICAL DRAWINGS FOR THE NUMBER OF CIRCUITS TO BE PROVIDED. AT DATA/PHONE PROVIDE A DOUBLE GANG TELEPHONE BOX WITH SINGLE GANG MUD RING. PROVIDE 1-1/2" CONDUIT WITH PULL STRING AND STUB-UP AT +6" ABOVE THE CEILING WITH A SUPER FLEX CONDUIT, UNLESS OTHERWISE NOTED ON PLAN. EXACT LOCATIONS & POWER REQUIREMENTS TO BE DETERMINED BY TENANT'S FURNITURE VENDOR. TELE COMMUNICATIONS/DATA WALL OUTLET. PROVIDE EMPTY J-BOX OR PLASTER RING & 1 1/4" DIA. EMPTY EMT CONDUIT STUBBED-UP @+/-6" ABOVE SUSP. CLG. W/ PROTECTIVE PLASTIC RING & PULL STRING/ TENANT'S VENDOR TO PROVIDE COVER PLATES AND PLENUM RATED CABLES. VERIFY SIZE OF CONDUIT WITH CABLING/PHONE VENDOR OR WHEN FEEDING MORE THAN (1) LOCATION. NEW WALL MOUNTED JUNCTION BOX. PLUS HEIGHT INDICATES HEIGHT IF NOT STANDARD. PROVIDE A SINGLE 20 AMP CIRCUIT FOR HARDWARE CONNECTION OF EQUIPMENT. ELECT. SUB-CONTRACTOR IS TO CONNECT DEVICE. WHERE PLUS HEIGHT IS INDICATED, HEIGHT IF NOT STANDARD. REFER TO TYPICAL SHEET NOTE 5 FOR MOUNTING HEIGHT INFORMATION. TYPICAL NOTE: POWER/ VOICE/ DATA KEYNOTES ALL POWER RECEPTACLES WITHIN 6'-0" OF SINK SHALL BE GFI. EXISTING CIRCUIT FOR TENANT'S TELEPHONE EQUIPMENT. EXISTING FIRE TREATED BACKBOARD WITH 2" DIA. HOME RUN CONDUIT TO BASE BUILDING TELEPHONE ROOM PAINTED TO MATCH WALL. TENANT'S FURNITURE VENDOR TO PROVIDE DIMENSIONS FOR FURNITURE FEEDS AND TO APPROVE LOCATIONS IN FIELD PRIOR TO INSTALLATION. WALL MOUNTED QUADPLEX ELECTRICAL OUTLET, SEPARATE CIRCUIT. SEE ENGINEER'S DRAWINGS FOR CONDUIT SIZE. N INDICATES NEW OUTLET. 3.1 3.2 PROVIDE SEPARATE CIRCUIT CONFIGURATION FOR TENANT'S REFRIGERATOR. VERIFY ELECTRICAL REQUIREMENTS AND SIZE WITH TENANT. 3.3 NEW ELECTRICAL INSTA-HOT WATER HEATER, CHRONOMITE OR APPROVED EQUAL. PROVIDE DEDICATED CIRCUIT AND VERIFY ELECTRICAL REQUIREMENTS. 3.4 NEW UNDER COUNTER GARBAGE DISPOSAL WITH ON/OFF SWITCH AT +44" A.F.F., INSINKERATOR OR APPROVED EQUAL. PROVIDE DEDICATED CIRCUIT AND VERIFY ELECTRICAL REQUIREMENTS. 3.5 PROVIDE SEPARATE CIRCUIT @ +44" A.F.F. FOR TENANT'S COFFEE MAKER. VERIFY ELECTRICAL REQUIREMENTS. PROVIDE SEPARATE CIRCUIT @ +44" A.F.F. FOR TENANT'S MICROWAVE OVEN. VERIFY ELECTRICAL REQUIREMENTS. NEW ADA COMPLIANT DISHWASHER, ASKO #DBI663IS. PROVIDE DEDICATED CIRCUIT AND VERIFY ELECTRICAL REQUIREMENTS. 3.6 3.7 3.8 3.9 3.10 +66" +66" +78" +78" +44"+44"+44" +66" +66" TV RECEPTION 600 CONFERENCE 601 OPEN BREAK AREA 602 OFFICE 603 COLLABORATION AREA 605 OFFICE 606 OFFICE 607 OFFICE 608 OFFICE 609 OFFICE 610 COPY/PRINT 611 IT/STORAGE 612 QUIET RM. 613 COFFEE BAR 614 OFFICE 616 OFFICE 617 CONFERENCE 618 OFFICE 619 OPEN WORK AREA 615 OPEN WORK AREA 621 3.1 3.2 +44"3.4 3.5 NN N N N N(4) (4) N(4) (4) (2) (2)N (E) ELEVATOR LOBBY (E) FREIGHT ELEV. LOBBY (E) MEN'S RESTROOM (E) WOMEN'S RESTROOM (E) JANITOR'S CLOSET OPEN WORK AREA 604 N(2) (2) 3.6 +44" 3.3 TV (10) OFFICE 620 N (2)(2) N N +66" +66" N N N N N N 3.7 3.8 3.9 3.10 3.10 3.10 3.10 3.10 N SUITE 600 TENANT'S EXPANSION SPACE TENANT'S EXPANSION SPACETENANT'S EXISTING SPACE TENANT'S EXISTING SPACEN +66" TV N N N N SUITE 625 DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY -IRVINE -LOS ANGELES -SAN FRANCISCO - NEW JERSEY -NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS.SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS.ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 As indicated A-3.0 04/10/24 AW JN/MP 634495 POWER / VOICE / DATA PLAN X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK SCALE: 1/8" = 1'-0"POWER/VOICE/DATA PLAN 1 N NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024 6"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 6" ABOVE CEILING INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT METAL BOTTOM TRACK ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 B1 7 - METAL TOP TRACK ATTACH KICKER ABOVE TO TOP TRACK WITH #8 TEK SHEET METAL SCREWS. DO NOT ATTACH TO GRID SYSTEM LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT METAL STUD FRAMING PER STUD CHART. 5/8" GYPSUM BOARD ON EACH SIDE METAL BOTTOM TRACK GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. SLIP TRACK ATTACHED TO UNDERSIDE OF STRUCTURE ABOVE SLIP TRACK SYSTEM UL-2079 CYCLICAL DESIGN ICC #ESR-1042 OSHPD R-0371-FIXED EQUIP. ANCHORED WHI-495-PSV-1333 UL-R19236 GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 FULL HEIGHT INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT. STC 49 (SA-870717): 3-5/8" MIN. STUD WIDTH W/ 3" THICK SAFB IN CAVITY REQ. C1 - 10 WHERE STC RATING IS NOTED48" MAX.VERIFY ADA COMPLIANCEPAINT EXPOSED CABINET TO MATCH WALL NEW RECESSED FIRE EXTINGUISHER CABINET. REFER TO PARTITION NOTE SHEET FOR SPECIFICATION. - -1 1/2"6"44"1 1/2"METAL STUD FRAMING PER STUD CHART. 5/8" GYPSUM BOARD ON EACH SIDE METAL BOTTOM TRACK 2-1/2" x 25 GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER ICC #ESR - 1663 2" x 2'" x 1/4" STRUCTURAL STEEL PIPE WITH 2" x 9" x 3/8" STEEL PLATE WELDED TO BOTTOM OF PIPE. INSTALL AT 8'-0" O.C. MAX. AND WITHIN 6" OF AN UNSUPPORTED END OF WALL METAL STUD ATTACHED TO EACH SIDE OF STRUCTURAL STEEL PIPE SECURE STEEL PLATE TO FLOOR WITH 5/8" DIA. HILTI KB-TZ-BOLT EACH CORNER, MIN. 4" EMBEDMENT (3-1/8" ICC ESR #1917) 5/8" GYPSUM BOARD CAP WITH CONTINUOUS 4's CAP SECTION PLAN VIEW ·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 MEMBER 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 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 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. 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 LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT 7 - UNDERSIDE CEILING NON-INSULATED A SEE SPECIFICATION48" MAX. A.F.F.VARIES B PLAN SECTIONA SECTIONB 5/8" GYP.BOARD TYPICAL. METAL STUD PER PARTITION PLAN MOUNTING SCREW PER MANUFACTURER FIRE EXTINGUISHER CABINET - SEE PARTITION LEGEND FOR SPEC. SEE PARTITION PLAN FOR LOCATIONS. 1-1/8" MIN. CLEARANCE45° COMPOSITE DECK ABOVE FOLD OVER WEB OF STUD, ATTACH KICKER TO STRUCTURE ABOVE W/ 3/8" DIA. HILTI KB-TZ EMBEDDED 2" MIN. @ EA. KICKER. METAL STUD SEISMIC BRACING AT 48" O.C. ALTERNATING EACH DIRECTION. REFER TO STUD CHART AND NOTE 1, DETAIL 12/SHEET A-30.0 ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 STUD WALLS WIDTH VARIES5/8" DEFLECTIONGAPEQEQ 1/2"1-1/8"STUD WALLS WIDTH VARIES5/8" DEFLECTIONGAP1/2"1-1/8"4"4"·SLIP TRACK SYSTEM UL-2079 CYCLICAL DESIGN ICC #ESR-2012 OSHPD R-0371-FIXED EQUIP. ANCHORED LARR 25344 WHI-495-PSV-1333 UL-R19236 SLIP TRACK SYSTEMS #8 WAFERHEAD FRAMING SCREWS (TYP.) TOP OF VERTICAL STUD SEAL FULLY WITH HILTI CP 506 ACOUSTIC SEALANT OR APPROVED EQUAL. SLIP TRACK SYSTEMS #8 WAFERHEAD FRAMING SCREWS (TYP.) TOP OF VERTICAL STUD SEAL FULLY WITH HILTI CP 506 ACOUSTIC SEALANT OR APPROVED EQUAL. 5/8 GYP.BD EACH SIDE 5/8 GYP.BD EACH SIDE 3" MIN. SAFB IN CAVITY 3" MIN. SAFB IN CAVITY ·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 COMPOSITE DECK OR STRUCTURE ABOVE (2) #8 S.M.S 16" O.C. (MAX.) .145 DIA. POWER DRIVEN FASTENER AT EA. FLUTE. 1-1/4" MIN. EMBEDMENT 2" x 20 GAUGE X 10" LONG GALVANIZED STEEL STRAPS ATTACHED TO STEEL DECK WITH STEEL FASTENERS OR MASONRY ANCHORS ON EACH SIDE OF THE FLUTE 12" MAX. WALL PERPENDICULAR TO FLUTES WALL PARALLEL TO FLUTES COMPOSITE DECK OR STRUCTURE ABOVE .145 DIA. POWER DRIVEN FASTENER AT EA. FLUTE. 1-1/4" MIN. EMBEDMENT NOTE: HEAD DETAIL GIVES A MIN. STC 49 RATING. SOUND INSULATION SOUND INSULATION SCALE: 1 1/2" = 1'-0"WALL TYPES B, B1,AND B2 2 SCALE: 1 1/2" = 1'-0"WALL TYPE C1 3 SCALE: 1 1/2" = 1'-0"FIRE EXINGUISHER CABINET 5 SCALE: 1 1/2" = 1'-0"LOW WALL - WALL TYPE H 4 DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 As indicated A-30.0 04/10/24 AW JN/MP 634495 WALL PARTITION AND HEAD DETAILS X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION SCALE: 12" = 1'-0"NON-STRUCTURAL METAL STUD SIZING CHARTS 8 SCALE: 1 1/2" = 1'-0"WALL TYPE A 1 SCALE: 1 1/2" = 1'-0"SEMI- RECESSED FIRE EXTINGUISHER 6 SCALE: 1 1/2" = 1'-0"SEISMIC BRACING DETAIL 7 SCALE: 3" = 1'-0"STC 49 - FULL HT. SLIP TRACK 10 DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024 6 - 10 - 4'-0" TYP.2 '-0 " 2 '-0 " 12'-0" 45.0° 6'-0" MAX.6'-0"MAX12'-0"8" 45.0° O .C .8"SEISMIC DESIGN CATEGORIES D,E AND F. 1. SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D,E, AND F SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM 636 AND CISCA FOR SEISMIC ZONES 3-4 AS MODIFIED BY THE FOLLOWING: 2. A HEAVY DUTY T-BAR GRID SHALL BE USED 3. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2". IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 0.75 ". CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE 4. FOR CEILING AREAS EXCEEDING 1,000 SF HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL APPROXIMATELY EQUAL EXCEPTION: A. RIGID BRACES ARE PERMITTED TO BE USED INSTEAD OF DIAGONAL SPLAY WIRES. BRACES AND ATTACHMENTS TO THE STRUCTURAL SYSTEM ABOVE SHALL BE ADEQUATE TO LIMIT RELATIVE LATERAL DEFLECTIONS AT POINT OF THE ATTACHMENT OF THE CEILING GRID TO LESS THAN O.25" FOR THE LOADS PRESCRIBED IN SECTION 13.3.OF MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES B. FOR CEILING AREAS EXCEEDING 2,500 SF, A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 SF SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT C. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE, OR ADAPTER ROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1" OF THE CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION D. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTION REQUIREMENTS OF ASCE 7-10, SECTION 11A.1.3.9, ITEM 2. E. AS AN ALTERNATE TO PROVIDING LARGE CLEARANCES AROUND SPRINKLER SYSTEM PENETRATIONS THROUGH CEILING SYSTEMS, THE SPRINKLER SYSTEM AND CEILING SYSTEM AND CEILING GRID ARE PERMITTED TO BE DESIGNED AND TIED TOGETHER AS AN INTEGRAL UNIT. SUCH A DESIGN SHALL CONSIDER THE MASS AND FLEXIBILITY OF ALL ELEMENTS INVOLVED, INCLUDING THE CEILING SYSTEM, SPRINKLER SYSTEM, LIGHT FIXTURES AND MECHANICAL (HVAC) APPURTENANCES. SUCH DESIGN SHALL BE PERFORMED BY A REGISTERED DESIGN PROFESSIONAL GENERAL NOTES: 1. LATERAL FORCE MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCTWORK THAT IS NOT PROVIDED WITH BRACING RESTRAINS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL LOAD, WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2. 2. STRUTS OTHER THAN THE ONES LISTED ABOVE MAY BE USED WITH AN EVALUATION REPORT BY I.C.C. OR OTHER NATIONALLY ACCREDITED TESTING LABORATORY. 3. ALL 24" x 48" CEILING LIGHT FIXTURES & 24" x 24" HVAC AIR REGISTERS SHALL BE SUPPORTED BY A MIN. OF (2) TWO HANGERS @ OPPOSITE CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. 4. ALL INTERIOR WALL & CEILING FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH ASTM E 84 SHALL BE FLAME SPREAD CLASS III MIN. 5. SPRINKLER HEADS AND OTHER PENETRATION CLEARANCE MIN. 2" DIA. OPENING OR A SWING JOINT 6. ARMSTRONG ACOUSTICAL CEILING SUSPENSION SHALL BE INSTALLED IN ACCORDANCE TO ICC ESR-1308 7. BRACING WIRES SECURED TO MAIN RUNNERS WITHIN 2" OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90* FROM EACH 0THER AT AN ANGLE NOT EXCEEDING 45* FROM THE PLANE OF THE CEILING. 8. FOR ROOMS WITH SPAN IN EITHER DIRECTION LESS THAN 25', MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER OF TWO ADJACENT WALLS WITH 3/8" CLEARANCE BETWEEN THE RUNNERS AND THE OTHER TWO WALLS. WHERE SPAN OF THE CEILING SYSTEM BETWEEN PERIMETER WALLS EXEED 25' IN BOTH DIRECTIONS, A MINIMUM WALL ANGLE SIZE OF AT LEAST 2" HORIZONTAL LEG SHALL BE USED AT PERIMETER WALLS AND INTERIOR FULL HEIGHT PARTITION. THE FIRST TILE SHALL BE 3/4 "CLEAR FROM WALL SURFACE. 9. WHEN THE DISTANCE BETWEEN THE STRUCTURAL DECK AND THE CEILING EXCEEDS 4', THE SPACING OF THE VERTICAL HANGERS SHALLNOTEXCEED 2' 0.C.ALONG THE ENTIRE LENGTH OF THE MEANS OF EGRESS SERVICING AN OCCUPANT LOAD OF 30 OR MORE,AND AT LOBBIES ACCESSORY TO GROUP A OCCUPANCIES. 1. VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRE. 2. HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET FROM EACH WALL. VERTICAL STRUT (TYP) STD INSTALLATION PER ASCE SECTION 13.5.6.2.2. 2" (MAX) FROM BRACING WIRE TO CROSS RUNNERS. METAL STUD COMPRESSION STRUT PER SCHEDULE 1/4" DIA. MACHINE BOLT ACOUSTICAL CEILING TILES CEILING CLIP ASSEMBLY - HILTI CC-CLIP FASTENED W/.177 DIA. POWER DRIVEN FASTENER DX-KWIK, LARR-25651-ICC ESR-2184, OR APPROVED EQUAL 1-1/2"-4 TIGHT TURNS 12 GA. VERTICAL WIRE SPLAYED BRACE WIRE COMPRESSION STRUT ATTACHMENT DETAILS TYPICAL 12 GA. VERTICAL HANGER WIRE @ 4'-0" O.C. EACH WAY W/ MIN. 4 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE. 12GA. BRACING WIRE W/ MIN. 4 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE TYP. 90 APART @ 12'-0" O.C. EA. WAY. STARTING 6' FROM WALLS CEILING GRID MAIN RUNNER 12 GA. SPLAYED SEISMIC BRACING WIRE. 4 TIGHT TURNS VERTICAL HANGER WIRE ATTACHED TO STRUCTURE WITH 3/8" DIA. HILTI KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C. CEILING CLIP ASSEMBLY - HILTI CC-CLIP FASTENED W/.177 DIA. POWER DRIVEN FASTENER DX-KWIK, LARR-25651-ICC ESR-2184, OR APPROVED EQUAL EMT COMPRESSION STRUT PER SCHEDULE. ENDS FLATTENED AND ATTACHED AS NOTED COMPRESSION STRUT SCHEDULECOMPRESSION STRUT SCHEDULE HEIGHT 3 / 4" EMT METAL STUD OPTION UP TO 5'-0"250TI25-33 (20 GA) 400S137-33 (20 GA) -400S200-33 (20 GA) UP TO 6'-0" UP TO 7'-0" UP TO 10'-0" 1" EMT 1 - 1 / 4" EMT EMT OPTION 250TI25-33 (20 GA) > 10'-0" : Provide structural design calculations. COMPRESSION STRUTS 12' O.C, BOTH DIRECTIONS, STEEL SECTION WITH L/R RATION OF 200 MAX. ATTACH TO MAIN RUNNERS WITH 1/4" MACHINE BOLTS AND TO STRUCTURE WITH 3/8" DIA. HILTI KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. MAY BE STEEL STUD, BLACK IRON, EMT OR WOOD STUD (IN COMBUSTIBLE CONSTRUCTION TYPES ONLY) OR OTHER APPROVED EQUAL. - MAIN RUNNER CROSS RUNNER UNATTACHED WALLATTACHED WALL - 3/8" AT TWO ADJACENT WALLS OR 3/4" AT ALL FOUR WALLS: SEE NOTE #8 -3/8" MIN CLR CROSS OR MAIN RUNNER 7/8" 8" MAX 7/8" B B B SECTION VIEW A ISOMETRIC VIEW T-BAR CEILING (SEE REFLECTED CLG. PLAN) IF APPLICABLE SCREW TIGHTENED THROUGH MAIN RUNNER/CROSS TEE BULB OR WEB ·CEILING TILE AND GRID ARMSTRONG ICC-ESR-1308 L.A. RR. #25032 ·SEISMIC WALL CLIP BERC2 OR EQUAL ICC - ESR 1308, LARR #25032 ARMSTRONG 7/8" ANGLE MOLDING ARMSTRONG BERC2 SEISMIC WALL ATTACHMENT CLIP. 3 FULL TWIST MIN. ARMSTRONG 7/8" ANGLE MOLDING ARMSTRONG BERC2 SEISMIC WALL ATTACHMENT CLIP HANGER WIRE MAIN RUNNER/CROSS TEE SCREW TIGHTENED THROUGH MAIN RUNNER/CROSS TEE BULB OR WEB 3/4" 7/8" 7/8" B B B SECTION VIEW A ISOMETRIC VIEW 8" MAX 3/4" T-BAR CEILING (SEE REFLECTED CLG. PLAN) IF APPLICABLE ·CEILING TILE AND GRID ARMSTRONG ICC-ESR-1308 L.A. RR. #25032 ·SEISMIC WALL CLIP BERC2 OR EQUAL ICC - ESR 1308, LARR #25032 ARMSTRONG 7/8" ANGLE MOLDING ARMSTRONG BERC2 SEISMIC WALL ATTACHMENT CLIP. LOOSE SLIP SCREW ARMSTRONG 7/8" ANGLE MOLDING ARMSTRONG BERC2 SEISMIC WALL ATTACHMENT CLIP HANGER WIRE MAIN RUNNER/CROSS TEE LOOSE SLIP SCREW 3 FULL TWIST MIN. #12 AWG STEEL WIRE CONNECTOR USED FOR BOTH GRID SUPPORT AND FIXTURE SUPPORT. ATTACH TO PERMANENT STRUCTURE. TYP. 6 PLACES. 2'X4' FIXTURE SHOWN. DETAIL IS TYPICAL FOR 2'X2' , 1'X4' AND MOST OTHER RECESSED TROFFER FIXTURES. TYPICAL OF A VARIETY OF TROFFER FIXTURE SUPPORT WIRE CONNECTION TABS. PROVIDE MIN. 3 COMPLETE TURNS OF WIRE NO MORE THAN 15" LONG (TYP.) #10 TEK SCREWS LOCATED AT OPPOSITE CORNERS OF RUNNERS THRU INTEGRAL FIXTURE SUPPORT TABS - ONE SCREW SHOWN FOR CLARITY. USE OF UL - LISTED ACCESSORY FIXTURE SUPPORT TABS PROVIDED BY FIXTURE MANUFACTURER MAY BE USED IF ACCEPTABLE WITH THE LOCAL CODES. SCREWS SHOULD NOT EXTEND INTO THE BODY OF THE FIXTURE AS THIS MAY DISTORT FIXTURE BODY CREATING LIGHT LEAKAGE. 1" MIN. FIELD CUT MAIN TEE CROSS TEE TEE-FACE SLEEVE ONE SIDE OF SPLICE CAP CRIMPED TO ALLOW MOVEMENT ONLY ON OPPOSITE END 4-WAY SEISMIC EXPANSION JOINT CLIP FASTENER MAIN TEE HANGER WIRE NEAR TEE END 45°REFER TO RCPREFER TO RCPLINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT. ATTACH KICKER TO TOP TRACK BOX HEADER WITH #10 SHEET METAL SCREWS 5/8" GYPSUM BOARD GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. (1) #8 SHEET METAL SCREW 2-1/2" x 20 GAUGE METAL STUD ATTACH TO STRUCTURE ABOVE WITH 3/8" DIA. HILTI KB-TZ EMBEDDED 2" MIN. @ 24" O.C. W/ FLOOR PLAN VERIFY DIMENSION EXISTING STRUCTURE DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 As indicated A-30.2 04/10/24 AW JN/MP 634495 CEILING DETAILS X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION SCALE: 1 1/2" = 1'-0"SUSPENDED CEILING GRID DETAIL 4 SCALE: 3" = 1'-0"ATTACHED - GRID TO WALL DETAIL 6SCALE: 3" = 1'-0"UNATTACHED - GRID TO WALL DETAIL 10 SCALE: 1 1/2" = 1'-0"LIGHT FIXTURE SEISMIC SUPPORT3 8 SCALE: 1 1/2" = 1'-0"EXPANSION JOINT 13 SCALE: 1 1/2" = 1'-0"FRAMED OPENING / SOFFIT DETAIL 7 DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024 DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 A-30.4 04/10/24 AW JN/MP 634495 GLASS PARTITION DETAILS X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024 PLASTIC LAMINATE CABINET INTERIOR 1/4" MELAMINE BACK PANEL DOOR PULL AS SPECIFIED FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES TRASH CONTAINER BY GENERAL CONTRACTOR 3/4" PLASTIC LAMINATE SLIDE OUT TRASH CONTAINER SHELF WITH ANGLED SIDES ATTACHED TO FRONT W/ 24" DEEP FULL EXTENSION ACCURIDE GLIDES TOE KICK TO MATCH FINISHED FACE REFER TO ELEVATION FOR BACK SPLASH FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1-1/2" FINISHED EDGE 2 1/2"4" REFER TO ELEVATIONS MAX. 2' - 0" A-30.5 7 EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) MELAMINE CABINET INTERIOR FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1-1/2" FINISHED EDGE 1/4" MELAMINE BACK PANEL TOE KICK TO MATCH FINISHED FACE DOOR PULL AS SPECIFIED FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. REFER TO ELEVATION FOR BACK SPLASH MAX. 2' - 0"4" REFER TO ELEVATIONS 2 1/2" A-30.5 7 1/4" MELAMINE BACK PANEL MELAMINE DRAWER INTERIOR TOE KICK TO MATCH FINISHED FACE FULL EXTENSION DRAWER GLIDES (TYP.) FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1-1/2" FINISHED EDGE REFER TO ELEVATION FOR BACK SPLASH DRAWER PULL AS SPECIFIED EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) MAX. 2' - 0"4" REFER TO ELEVATIONS 2 1/2" 2" 1/2"6"3/4"4-7/8"3/8"4"SCHEDULED FINISH DOOR FRONTS P.LAMINATE BASE TO MATCH UPPER CABINET LINE OF TOE KICK AT ADJACENT CABINET NOTE: PROVIDE AT ALL BATH ACC., SHELVES, DRAPERY ROD, CHALKBOARDS, TACK BOARDS, SCHEDULE BOARDS, TELEPHONE BACKBOARDS, BASE CABINETS AND FLAT SCREENS TV. 18 GAUGE x 12" WIDE SHEET METAL STRIP ATTACHED W/MIN. 4-#10 SELF-TAPPING SCREW TO EA. STUD. CONNECT TO 3 STUDS MIN., (CONTINUOUS) 20 GAUGE STUD NOTE: PROVIDE AT ALL TYP. HANDRAILS, ELECT. PANEL BOARDS, OVERHANGING CABINETS,BATHROOM SINK W/ LEDGE PROVIDE STEEL SLEEVES AT ALL FASTENERS 3-5/8" x 20 GAUGE STUD PLACED HORIZ. BETWEEN VERT. STUDS BEND STUD FLANGE & RETURN 2"-FASTEN TO STUD W/ 2-#10 SELF-TAPPING SCREWS 20 GAUGE STUDS BOTH SIDES OF BACKING AREA 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. PROVIDE CONTINUOUS METAL BACKING BEHIND DRYWALL FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) FACE OF WALL 1/4" MELAMINE BACK PANEL DOOR PULL AS SPECIFIED MELAMINE CABINET INTERIOR SEE ELEVATION1' - 3" SCHEDULED PULL1 1/2"LINE OF PTN. BEYOND WHERE OCCURS TO MATCH ADJ. SURFACE MELAMINE CABINET INTERIOR FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1-1/2" FINISHED EDGE 1/4" MELAMINE BACK PANEL TOE KICK TO MATCH FINISHED FACE DOOR PULL AS SPECIFIED FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES INSTANT- FLOW HOT WATER REFER TO POWER AND SIGNAL PLAN SPECIFICATION INFORMATION FAUCET AND SINK; 6 1/2" MAX SINK DEPTH, SINKS SHALL BE MOUNTED WITH COUNTER/RIM NO HIGHER THAN 34" AFF. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST; REQUIRED FORCED TO ACTIVATE CONTROLS SHALL BE NOT GREATER THAN 5 LBF; APPROVED LEVER TYPE ONLY REFER TO ELEVATION FOR BACK SPLASH *CLEAR FLOOR SPACE 30"X48" COMPLYING WITH CBC 2022 SEC 11B-305.7.1 IN FRONT OF SINK TO ALLOW FORWARD APPROACH *HOT WATER/DRAIN PIPES EXPOSED UNDER SINKS SHALL BE INSULATED TO PROTECT AGAINST CONTACT; NO SHARP OR ABRASIVE SURFACES UNDER SINKS4"SINK DEPTH6 1/2"34" AFF*PER CBC 2022 SECTION 606.1 ACCESSIBLE SINKS 30" MIN. WIDE27" HIGH MIN. KNEE CLEARANCEGARBAGE DISPOSAL. REFER TO EQUIPMENT SPECIFICATIONS. A-30.5 8 2'-0" MAX. SCHEDULED PULL MELAMINE CABINET INTERIOR FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1-1/2" FINISHED EDGE 1/4" MELAMINE BACK PANEL REFER TO ELEVATION FOR BACK SPLASH MAX. 2' - 0"4" REFER TO ELEVATIONS SCALE: 1" = 1'-0"PULL OUT TRASH CABINET 5 SCALE: 1" = 1'-0"BASE CABINET W/ DOOR 2 SCALE: 1" = 1'-0"BASE CABINET W/ DOOR AND DRAWERS 3 SCALE: 1 1/2" = 1'-0"DETAIL AT FALSE TOE KICK 8 SCALE: 1 1/2" = 1'-0"BACKING PLT. SCHEDULE - TYPE 1 9 SCALE: 1 1/2" = 1'-0"BACK PLT. SCHEDULE - TYPE 2 10 SCALE: 1" = 1'-0"UPPER CABINET WITH DOOR 1 SCALE: 1 1/2" = 1'-0"DETAIL AT LOWER CABINET 7 1. SUBMITTALS. SEE GENERAL REQUIREMENTS SHEETS FOR SCHEDULE OF SUBMITTAL. 2. W.I.C. STANDARDS. COMPLY WITH THE WOODWORK INSTITUTE OF CALIFORNIA "MANUAL OF MILLWORK, LATEST EDITION. A) PROJECT SHALL BE: _____ CUSTOM GRADE X PREMIUM GRADE B) FLUSH OVERLAY CONSTRUCTION IS STANDARD, U.O.N. 3. SCRIBE FINISH, SCRIBE ALL CASEWORK AND MILLWORK TO ADJACENT SURFACES, U.O.N. 4. GROMMET HOLES. PROVIDE 3" DIAMETER WIRE/CORD MANAGEMENT HOLES AND PLASTIC GROMMETS WITH COVERS AT 48" ON CENTER AT ALL COUNTER TOPS. MILLWORKER'S SHOP DRAWINGS SHOW/ INDICATED THE LOCATION, SIZE AND COLOR ON NEW GROMMETS. WHERE GROMMETS PENETRATE A BASE CABINET WITH ADJUSTABLE SHELVING, THE MILLWORKER SHALL PROVIDE A 3" PLASTIC LINED OPENING IN EACH SHELF. THE MILLWORKER WILL NEED TO VERIFY THE QUANTITY OF GROMMETS REQUIRED WITH THE DESIGNER DURING BIDDING. DESIGNER SHALL APPROVE GROMMET LOCATION WITH THE MILLWORK SHOP DRAWINGS. 5. CABINET HARDWARE: A) COMPLIANCE WITH STANDARDS. INSTALL FINISH HARDWARE COMPLYING WITH ANSI A156.9 "STANDARD FOR CABINET HARDWARE". SUBMITTAL. CABINET HARDWARE IS NOTED BY TYPE AND FINISH ONLY. SUBMIT LIST OF ALL ITEMS FOR APPROVAL PRIOR TO CONSTRUCTION. B) PROPOSE HARDWARE TO DESIGNER FOR REVIEW AND APPROVAL PRIOR TO ORDERING. C) PULL TYPE 1: BLDG. STD., VERTICAL AT DOORS AND HORIZONTAL AT DRAWERS. D) TYPICAL HINGES: CONCEALED CASEWORK HINGES, BLDG. STD. FINISH, FULL OVERLAY APPLICATION AND 110 DEGREE OPENING. E) SHELVES STANDARDS: FULLY RECESSED METAL STANDARDS, KNAPE AND VOGT OR EQUAL K233 STANDARD WITH K256 SHELF SUPPORT OR EQUAL, WITH BLDG. STD. FINISH. F) DRAWER GLIDES: ACCURIDE FULL EXTENSION. G) SILENCERS: PROVIDE SILENCERS AT ALL CABINET DOORS AND DRAWERS. 6. ANCHORING AND BACKING. SECURE AND ANCHOR CASEWORK PER NOTES, DETAILS 14 & 15 AND INDUSTRY STANDARDS. BACKING PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. 7. OPEN CABINETS. WHERE OPEN CABINETS ARE SHOWN. THE OPEN CABINET IS CONSIDERED TO BE EXPOSED SPECIFIED PLASTIC LAMINATE FINISH IS TO BE USED THROUGHOUT. 8. CLOSED CABINETS INTERIOR FINISH IS TO BE WHITE "KORTON" INTERIOR SURFACES FOR CABINETS AND SHELVES, U.O.N. SCALE: 1" = 1'-0"ACCESSIBLE SINK CABINET 4 SCALE: 1 1/2" = 1'-0"DETAIL AT UPPER CABINET 6 SCALE: 1" = 1'-0"UNDER COUNTER APPLIANCE CABINET 11 DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 As indicated A-30.5 04/10/24 AW JN/MP 634495 MILLWORK DETAILS WITH TAB PULLS X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK 08/07/24. PCC 01 A A NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024 REFLECTED CEILING LEGEND DESIGN CRITERIA NOTES FIRE AND LIFE SAFETY COMPONENTS 1. ALL COMPONENTS SHALL BE WHITE U.O.N. 2. FIRE PULL COMPONENTS SHALL BE RED OR OTHER ACCORDING TO LOCAL JURISDICTION. 3. ALL STROBES SHALL BE CEILING MOUNTED, U.O.N. MOUNT IN CENTER OF ACOUSTIC CEILING TILES WHERE OCCURS, U.O.N. 4. ALL SPEAKERS SHALL BE FULLY RECESSED CEILING MOUNTED, U.O.N. MOUNT IN CENTER OF ACOUSTIC CEILING TILES WHERE OCCURS, U.O.N. 5. ALL SPRINKLER HEADS SHALL BE FULLY CONCEALED CEILING MOUNTED, U.O.N. MOUNT IN CENTER OF ACOUSTIC CEILING TILES WHERE OCCURS, U.O.N. WHERE BUILDING STANDARD IS SEMI-CONCEALED, HEADS AT GWB CEILINGS SHALL BE FULLY CONCEALED. 6. COMPONENTS SHALL BE MOUNTED WITH CONSISTENT CENTERLINE, U.O.N. GENERAL 1. ALL LINEAR DIFFUSERS SHALL BE FRAMELESS (MUD FLANGED) AT ALL GWB CEILINGS, U.O.N. GC SHALL SUPPLY AND INSTALL DIFFUSERS THE ENTIRE LENGTH AS SHOWN ON REFLECTED CEILING PLANS WHETHER AN ACTIVE OR INACTIVE SECTION. PAINT CEILING PLENUM AND ALL DUCT CONNECTIONS ABOVE FIXTURE MATTE BLACK, U.O.N. 2. PROVIDE AND INSTALL PERFORATED CEILING GRILLE PANELS AT ALL ACOUSTIC CEILING MOUNTED SUPPLY AND RETURN LOCATIONS, U.O.N. CONFIRM COLOR OF GRILLE WITH ARCHITECT BEFORE PURCHASE AND INSTALLATION. 3. U.O.N., PROVIDE SHADOW MOLDING AT ALL WALL CONNECTIONS. REFLECTED CEILING KEYNOTES PATCH/REPAIR/REPLACE DAMAGED OR MISSING CEILING TILE THROUGHOUT, TYP. PROVIDE NEW DRYWALL HEADER. SEE DETAIL #7/A-30.2 AREA NOT IN CONTRACT (N.I.C.) EXISTING 2X2 CEILING GRID AND TILE IS TO REMAIN. THE G.C. IS TO REPLACE ANY BROKEN OR DAMAGED TILES IN THE AREA OF WORK AND IS TO REPLACE ANY DAMAGED BY NEW CONSTRUCTION. CEILING MOUNTED EXIT SIGN. DARK QUADRANT INDICATES FACE. ARROW(S) INDICATE DIRECTION. ±X' - XX" N E R CEILING HEIGHT AS INDICATED. INDICATES NEW LIGHT FIXTURE. INDICATES EXISTING LIGHT FIXTURE TO REMAIN. INDICATES EXISTING LIGHT FIXTURE TO BE REMOVED OR RELOCATED. 4.1 4.2 NEW 2X2 CEILING SYSTEM AT TENANT'S EXPANSION SUITE CEILING GRID MANUFACTURER: EXISTING TO REMAIN SIZE: 2X2 SERIES: EXISTING TO REMAIN COLOR: EXISTING TO REMAIN CEILING TILE MANUFACTURER: MATCH EXISTING TO CURRENT SUITE SERIES: MATCH EXISTING TO CURRENT SUITE SIZE: MATCH EXISTING TO CURRENT SUITE COLOR: MATCH EXISTING TO CURRENT SUITE REFERENCE SHEET A-30.2 FOR SPECIFICATIONS AND REQUIREMENTS. LIGHTING SCHEDULE MARK FIXTURE TYPE MANUFACTURER CATALOG NUMBER LAMP REMARKS LF-1 LF-X 2x4 LED DIRECT/INDIRECT METALUX 24SR-LD2-39-C-UNV-L835-CD1-U LED COOPER LIGHTING ESH6 / EST61GMX CEILING MOUNTED RECESSED EXIT SIGN 3,500 COLOR TEMP; VERIFY COLOR TEMPS PER BUILDING STANDARDS. MATCH EXISTING MATCH EXISTING TO REMAIN.LED (E) ELEVATOR LOBBY (E) FREIGHT ELEV. LOBBY (E) MEN'S RESTROOM (E) WOMEN'S RESTROOM (E) JANITOR'S CLOSET RECEPTION 600 CONFERENCE 601 OPEN BREAK AREA 602 OFFICE 603 OPEN WORK AREA 604 COLLABORATION AREA 605 OFFICE 606 OFFICE 607 OFFICE 608 OFFICE 609 OFFICE 610 COPY/PRINT 611 IT/STORAGE 612 QUIET RM. 613 COFFEE BAR 614 OFFICE 616 OFFICE 617 CONFERENCE 618 OFFICE 619 OPEN WORK AREA 615 OPEN WORK AREA 621 N EEE EEE EEE EEE EEE EEE EEE E E E E E EE E E E E E E EE E E E E E E E E EE EE E E E EE E E E E E 4.1 THROUGHOUT 4.1 THROUGHOUT 4.1 THROUGHOUT N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N R N N N LF-X E E E E E E 4.2 ±9' - 0" OFFICE 620 EEEE SUITE 600 TENANT'S EXPANSION SPACE TENANT'S EXPANSION SPACETENANT'S EXISTING SPACE TENANT'S EXISTING SPACEN LF-1 LF-1 LF-1 LF-1 LF-1 LF-1LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1LF-1LF-1 ±8' -11" LF-1 LF-1 LF-1 LF-1 LF-1 LF-1LF-1LF-1LF-1LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1LF-1LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-X LF-X LF-1 LF-X SUITE 625 DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY -IRVINE -LOS ANGELES -SAN FRANCISCO - NEW JERSEY -NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS.SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS.ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 As indicated A-4.0 04/10/24 AW JN/MP 634495 REFLECTED CEILING PLAN X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK SCALE: 1/8" = 1'-0"REFLECTED CEILING PLAN 1 N NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024 PL 1 P 1 1 B 1 C ITEM: PAINT LOCATION: REFER TO PLANS MANUFACTURER: DUNN EDWARDS COLOR: DROPLETS DEW 381 FINISH: VELVET INSTALLATION: 2 COATS MINIMUM, 1 COAT PRIMER ITEM: PLASTIC LAMINATE (LOWER CABINETS) LOCATION: MILLWORK-VERTICAL SURFACES MANUFACTURER: WILSONART COLOR: ATLANTIS D25-60 ITEM: WALL BASE LOCATION: REFER TO PLANS MANUFACTURER: JOHNSONITE COLOR: GREY 48 SIZE: 4”; CONTINUOUS ROLLS INSTALLATION: STRAIGHT AT CARPET, COVED AT HARD FLOORS ITEM: CARPET TILE LOCATION: REFER TO PLANS MANUFACTURER: BENTLEY STYLE: DRUMLINE 4DMT4 COLOR: ALUMNI 404330 SIZE: 18" X 36" INSTALLATION: BRICK BASE: B-1 PL 2 ITEM: PLASTIC LAMINATE (COUNTERTOP) LOCATION: MILLWORK- HORIZONTAL SURFACES MANUFACTURER: TBD COLOR: TBD 1 LVT ITEM: LUXURY VINYL TILE LOCATION: REFER TO PLANS MANUFACTURER: SHAW STYLE: SOLITUDE 0648V COLOR: MINK 48720 SIZE: 6" X 48" BASE: B-1 INSTALLATION: PER MANUFACTURER SPECS 2 C ITEM: CARPET TILE LOCATION: REFER TO PLANS MANUFACTURER: BENTLEY STYLE: COLOR CORE 4E0T0 COLOR: SEE 402558 INSTALLATION: 18" X 36" INSTALLATION: BRICK BASE: B-1 P 2 ITEM: ACCENT PAINT LOCATION: REFER TO PLANS MANUFACTURER: DUNN EDWARDS COLOR: COVERED IN PLATINUM DE6367 FINISH: VELVET INSTALLATION: 2 COATS MINIMUM, 1 COAT PRIMER PL 3 ITEM: PLASTIC LAMINATE (UPPER CABINETS) LOCATION: MILLWORK-VERTICAL SURFACES MANUFACTURER: WILSONART COLOR: DESIGNER WHITE D354-60 P 3 ITEM: ACCENT PAINT LOCATION: REFER TO PLANS MANUFACTURER: DUNN EDWARDS COLOR: BAY VIEW DE5886 FINISH: VELVET INSTALLATION: 2 COATS MINIMUM, 1 COAT PRIMER SS 1 ITEM: ALTERNATE SOLID SURFACE (COUNTERTOP) LOCATION: MILLWORK-HORIZONTAL SURFACES MANUFACTURER: TBD COLOR: TBD FINISH LEGENDFINISH KEYNOTES 5.1 PROVIDE NEW BUILDING STANDARD ENTRY THRESHOLD OR REUSE EXISTING IF POSSIBLE. 1. ALL PAINTED WALL SURFACES TO BE P-1, EGGSHELL FINISH, UNLESS OTHERWISE NOTED. 2. PROVIDE FLOOR BASE B-1 AT ALL NEW WALLS. STRAIGHT AT CARPET COVE AT VCT. ALL FLOOR BASE IS TO BE CONTINUOUS ROLLS, U.O.N.. 3. ALL PAINT GRADE WOOD TO BE P-1, SEMI-GLOSS FINISH, UNLESS OTHERWISE NOTED. 4. PAINT ALL GYPSUM BOARD CEILING P-2, UNLESS OTHERWISE NOTED. SEE FINISH SCHEDULE FOR SPECIFICATIONS. 5. REDUCERS AND TRIM AT TRANSITIONS TO MATCH ADJACENT CARPET COLOR. GC TO COORDINATE WITH ARCHITECT FOR CLARIFICATION BEFORE PURCHASE. 6. GLUE TO BE QUICK RELEASE IN NATURE U.O.N. FINISH SHEET NOTES 5.2 FLOOR BASE TYPE OF FINISH FINISH NUMBER FLOOR FINISH TYPE OF FINISH FINISH NUMBER WALL FINISH TYPE OF FINISH FINISH NUMBER SPECIAL FINISH TYPE OF FINISH FINISH NUMBER XX X XX X X X X XX FLOOR TRANSITION PATTERN DIRECTION N PROVIDE BUILDING STANDARD REDUCER STRIP AT TRANSITION OF CARPET TO HARD FLOOR SURFACES TO MATCH EXISTING. 5.3 EXISTING BUILDING STANDARD WINDOW COVERINGS TO REMAIN THROUGHOUT. 5.4 PROTECT EXISTING FINISHES DURING CONSTRUCTION. ALTERNATE FINISH KEYNOTES E.1 PROVIDE ALTERNATE PRICING TO INSTALL NEW SOLID SURFACE SS-1 IN LIEU OF PL-2. RECEPTION 600 CONFERENCE 601 OPEN BREAK AREA 602 OFFICE 603 COLLABORATION AREA 605 OFFICE 606 OFFICE 607 OFFICE 608 OFFICE 609 OFFICE 610 COPY/PRINT 611 IT/STORAGE 612 QUIET RM. 613 COFFEE BAR 614 OFFICE 616 OFFICE 617 CONFERENCE 618 OFFICE 619 OPEN WORK AREA 615 OPEN WORK AREA 621 (E) ELEVATOR LOBBY (E) FREIGHT ELEV. LOBBY (E) MEN'S RESTROOM (E) WOMEN'S RESTROOM (E) JANITOR'S CLOSET OPEN WORK AREA 604 OFFICE 620 P 2 2 C 1 LVT PL 2 5.1 P 3 5.1 5.2P 2 1 B PL 1 PL 2 2 C P 2 P 2 2 C 1 CP 1 1 B THROUGHOUT, U.O.N. 5.3 5.4 5.4 SUITE 600 PL 1 PL 2 PL 3 TENANT'S EXPANSION SPACE TENANT'S EXPANSION SPACETENANT'S EXISTING SPACE TENANT'S EXISTING SPACE5.4 E.1 E.1 SUITE 625 FINISH SCHEDULE DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY -IRVINE -LOS ANGELES -SAN FRANCISCO - NEW JERSEY -NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS.SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS.ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 As indicated A-5.0 04/10/24 AW JN/MP 634495 FINISH PLAN X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK SCALE: 1/8" = 1'-0"FINISH PLAN 1 N NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024 CM RD 24-3134 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com X ENGINEERING 6 HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION NOT FOR CONSTRUCTION S1.1 GENERAL NOTES Expires 9/30/25 04.30.2024 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 CM RD 24-3134 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com X ENGINEERING 6 HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION NOT FOR CONSTRUCTION S1.2 TYPICAL DETAILS Expires 9/30/25 04.30.2024 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 CM RD 24-3134 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com X ENGINEERING 6 HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION NOT FOR CONSTRUCTION S1.2.1 TYPICAL DETAILS Expires 9/30/25 04.30.2024 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 CM RD 24-3134 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com X ENGINEERING 6 HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION NOT FOR CONSTRUCTION S2.2 7TH FLOOR FRAMING PLAN Expires 9/30/25 04.30.2024 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 CM RD 24-3134 714 W OLYMPIC BLVD SUITE #617 LOS ANGELES, CA 90015 213 590 6119 www.melqartinc.com X ENGINEERING 6 HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION NOT FOR CONSTRUCTION S2.2A 7TH FLOOR FRAMING PLAN (UNISTRUT OPTION ALTERNATIVE) Expires 9/30/25 04.30.2024 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 714 W Olympic Blvd, Suite 617, Los Angeles, CA 90015 •213.590.6119 • info@melqartinc.com • www.melqartinc.com STRUCTURAL CALCULATIONS Melqart Inc Job No: 24-3134 X Engineering Suite 650 Expansion 6 Hutton Centre Drive Santa Ana, California 92707 Building Department Submittal April 30, 2024 PREPARED FOR: SAA Interior + Architecture 18600 MacArthur Boulevard, Suite 100 Irvine, California 92612 Expires 9/30/25 04.30.2024 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 TABLE OF CONTENTS Pages Load Criteria and Seismic Parameters P1.1 to P1.5 Gravity Design P1.6 to P1.32 Seismic Design P1.33 to P1.42 Unistrut Design (Alternative) P1.43 to P1.44 P1.52 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 P1.1 Load Criteria and Seismic Parameters 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Load Criteria Project:X Engineering Location:7th Floor Gravity DL (psf) (E )2" x 19GA MetaL Deck w/3.25" LWC 32 (E )Ceiling 4 (E )Mech/Misc 3 LLFLOOR =70 + 20= 90psf 39 psf As-Builts Sheet S2.04, note #12 (E )W Beams 2 41 (E )Girder 2 43 psf Page 1 of 1 P1.2 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 ASCE Hazards Report Address: 6 Hutton Centre Dr Santa Ana, California 92707 Standard:ASCE/SEI 7-16 Latitude:33.696226 Risk Category:II Longitude:-117.866324 Soil Class:D - Default (see Section 11.4.3) Elevation:36.775588289679675 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: Wed Apr 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/Wed Apr 17 2024 P1.3 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 SS : 1.275 S1 : 0.457 F a : 1.2 F v : N/A SMS : 1.529 SM1 : N/A SDS : 1.02 SD1 : N/A T L : 8 PGA : 0.542 PGA M : 0.651 F PGA : 1.2 Ie : 1 C v : 1.355 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. Wed Apr 17 2024 Page 2 of 3https://ascehazardtool.org/Wed Apr 17 2024 P1.4 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Rain Results: Data Source: Date Accessed: 15-minute Precipitation Intensity: 2.74 in./h 60-minute Precipitation Intensity: 1.31 in./h NOAA National Weather Service, Precipitation Frequency Data Server, Atlas 14 (https://www.nws.noaa.gov/oh/hdsc/) Wed Apr 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. 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Page 3 of 3https://ascehazardtool.org/Wed Apr 17 2024 P1.5 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 P1.6 Gravity Design 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Project: Location: Client: Job No: Date: Engineer: P1.7 ROOF KEY PLAN: W1 W2 LR X Engineering 24-3134 04-30-24 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Project: Location: Client: Job No: Date: Engineer: P1.8 CHECKING (E)Wx BEAMS ROOF KEY PLAN: Checking B1: Existing Loading Criteria: DL= 41psf LL= 90psf Span,L= 20ft Trib width= 38ft/2 +40ft/2 = 39ft New Loading: [When the Nanawall is folded the entire load will act at a single location] Newly added beam span= 38ft Height= 10ft Distributed weight= 9.5psf x 10ft= 95plf Pnana=95plf x 38ft = 3610lbs =3.61kips Assuming PNANA acts at middle (most critical case): P applied at B1=3.61kips/2 = 1.81 at 14'-10" (See next page for Enercalc Report) B1 B2 W1 LR X Engineering 24-3134 04-30-24 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/29/24 23:39:00 STEEL CODE: AISC 360-16 LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (20.00,0.00) Beam Size (User Selected) = W21X57 Fy = 36.0 ksi Total Beam Length (ft) = 20.00 Distance to Adjacent Beam on Left (ft) = 1.0 Distance to Adjacent Beam on Right (ft) = 1.0 COMPOSITE PROPERTIES (Not Shored): Left Right Deck Label Concrete thickness (in) 3.25 3.25 Unit weight concrete (pcf) 110.00 110.00 f'c (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W2 Formlok VERCO W2 Formlok beff (in) = 12.00 Y bar(in) = 12.60 Mnf (kip-ft) = 489.23 Mn (kip-ft) = 489.23 C (kips) = 99.45 PNA (in) = 13.96 Ieff (in4) = 1659.19 Itr (in4) = 1659.19 Stud length (in) = 5.00 Stud diam (in) = 0.75 Rg Stud Red. Factor Rg[1] = 1.00 Rg[2] = 0.85 Rg[3] = 0.70 Rp Stud Red. Factor Rp[1] = 0.60 Rp[2] = 0.60 Rp[3] = 0.60 Stud Capacity (kips) Qn[1] = 17.1 Qn[2] = 14.6 Qn[3] = 12.1 # of studs: Full = 12 Partial = 7 Actual = 46 Number of Stud Rows = 3 Percent of Full Composite Action = 100.00 Top flange braced by decking for Composite condition. Top flange braced by decking for Pre-composite condition. LINE LOADS (k/ft): Load Dist (ft) DL CDL LL PartL CLL 1 0.000 0.057 0.057 0.000 0.000 0.000 20.000 0.057 0.057 0.000 0.000 0.000 2 0.000 1.599 0.000 3.510 0.000 0.000 20.000 1.599 0.000 3.510 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 76.03 kips 1.00Vn = 184.58 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center PreCmp+ 1.4DL 4.0 10.0 0.0 1.00 0.90 348.30 Init DL 1.4DL 4.0 10.0 --- --- Max + 1.2DL+1.6LL 380.1 10.0 --- --- 0.90 440.31 Controlling 1.2DL+1.6LL 380.1 10.0 --- --- 0.90 440.31 REACTIONS (kips): Left Right Initial reaction 0.57 0.57 DL reaction 16.56 16.56 P1.9 (E) B1 with (E) loads 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/29/24 23:39:00 Left Right Max +LL reaction 35.10 35.10 Max +total reaction (factored) 76.03 76.03 DEFLECTIONS: Ratio Initial load (in) at 10.00 ft = -0.006 L/D = 3980 5 Live load (in) at 10.00 ft = -0.263 L/D = 914 > 360 0.39 Post Comp load (in) at 10.00 ft = -0.382 L/D = 628 > 240 0.38 Net Total load (in) at 10.00 ft = -0.388 L/D = 618 > 240 0.39 Page 2/2 P1.10 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/29/24 23:37:51 STEEL CODE: AISC 360-16 LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (20.00,0.00) Beam Size (User Selected) = W21X57 Fy = 36.0 ksi Total Beam Length (ft) = 20.00 Distance to Adjacent Beam on Left (ft) = 1.0 Distance to Adjacent Beam on Right (ft) = 1.0 COMPOSITE PROPERTIES (Not Shored): Left Right Deck Label Concrete thickness (in) 3.25 3.25 Unit weight concrete (pcf) 110.00 110.00 f'c (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W2 Formlok VERCO W2 Formlok beff (in) = 12.00 Y bar(in) = 12.60 Mnf (kip-ft) = 489.23 Mn (kip-ft) = 489.23 C (kips) = 99.45 PNA (in) = 13.96 Ieff (in4) = 1659.19 Itr (in4) = 1659.19 Stud length (in) = 5.00 Stud diam (in) = 0.75 Rg Stud Red. Factor Rg[1] = 1.00 Rg[2] = 0.85 Rg[3] = 0.70 Rp Stud Red. Factor Rp[1] = 0.60 Rp[2] = 0.60 Rp[3] = 0.60 Stud Capacity (kips) Qn[1] = 17.1 Qn[2] = 14.6 Qn[3] = 12.1 # of studs: Full = 13 Partial = 7 Actual = 46 Number of Stud Rows = 3 Percent of Full Composite Action = 100.00 Top flange braced by decking for Composite condition. Top flange braced by decking for Pre-composite condition. POINT LOADS (kips): Flange Bracing Dist (ft) DL CDL LL PartL CLL Top Bottom 14.830 1.81 0.00 0.00 0.00 0.00 No No LINE LOADS (k/ft): Load Dist (ft) DL CDL LL PartL CLL 1 0.000 0.057 0.057 0.000 0.000 0.000 20.000 0.057 0.057 0.000 0.000 0.000 2 0.000 1.599 0.000 3.510 0.000 0.000 20.000 1.599 0.000 3.510 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 77.64 kips 1.00Vn = 184.58 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center PreCmp+ 1.4DL 4.0 10.0 0.0 1.00 0.90 348.30 Init DL 1.4DL 4.0 10.0 --- --- Max + 1.2DL+1.6LL 385.8 10.1 --- --- 0.90 440.31 Controlling 1.2DL+1.6LL 385.8 10.1 --- --- 0.90 440.31 P1.11 (E) B1 with (E) +(N) loads 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/29/24 23:37:51 REACTIONS (kips): Left Right Initial reaction 0.57 0.57 DL reaction 17.03 17.90 Max +LL reaction 35.10 35.10 Max +total reaction (factored) 76.59 77.64 DEFLECTIONS: Ratio Initial load (in) at 10.00 ft = -0.006 L/D = 3980 5 Live load (in) at 10.00 ft = -0.263 L/D = 914 > 360 0.39 Post Comp load (in) at 10.00 ft = -0.390 L/D = 616 > 240 0.39 Net Total load (in) at 10.00 ft = -0.396 L/D = 606 > 240 0.40 Page 2/2 P1.12 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Project: Location: Client: Job No: Date: Engineer: P1.13 CHECKING (E)Wx BEAMS ROOF KEY PLAN: Checking B2: Existing Loading Criteria: DL= 41psf LL= 90psf Span,L= 20ft Trib width= 38ft/2 = 19ft New Loading: [When the Nanawall is folded the entire load will act at a single location] Newly added beam span= 38ft Height= 10ft Distributed weight= 9.5psf x 10ft= 95plf Pnana=95plf x 38ft = 3610lbs =3.61kips Assuming PNANA acts at middle (most critical case): P applied at B2=3.61kips/2 = 1.81 at 14'-10" (See next page for Enercalc Report) B1 B2 LR X Engineering 24-3134 04-30-24 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/29/24 23:43:32 STEEL CODE: AISC 360-16 LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (20.00,0.00) Beam Size (User Selected) = W33X118 Fy = 36.0 ksi Total Beam Length (ft) = 20.00 Distance to Adjacent Beam on Left (ft) = 1.0 Distance to Adjacent Beam on Right (ft) = 1.0 COMPOSITE PROPERTIES (Not Shored): Left Right Deck Label Concrete thickness (in) 3.25 3.25 Unit weight concrete (pcf) 110.00 110.00 f'c (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W2 Formlok VERCO W2 Formlok beff (in) = 12.00 Y bar(in) = 17.96 Mnf (kip-ft) = 1404.00 Mn (kip-ft) = 1384.95 C (kips) = 85.51 PNA (in) = 18.61 Ieff (in4) = 6877.97 Itr (in4) = 6954.65 Stud length (in) = 5.00 Stud diam (in) = 0.75 Stud Capacity (kips) Qn = 17.1 Rg = 1.00 Rp = 0.60 # of studs: Full = 12 Partial = 7 Actual = 10 Number of Stud Rows = 1 Percent of Full Composite Action = 85.98 Top flange braced by decking for Composite condition. Top flange braced by decking for Pre-composite condition. LINE LOADS (k/ft): Load Dist (ft) DL CDL LL PartL CLL 1 0.000 0.118 0.118 0.000 0.000 0.000 20.000 0.118 0.118 0.000 0.000 0.000 2 0.000 0.779 0.000 1.710 0.000 0.000 20.000 0.779 0.000 1.710 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 38.12 kips 1.00Vn = 390.85 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center PreCmp+ 1.4DL 8.3 10.0 0.0 1.00 0.90 1120.50 Init DL 1.4DL 8.3 10.0 --- --- Max + 1.2DL+1.6LL 190.6 10.0 --- --- 0.90 1246.46 Controlling 1.2DL+1.6LL 190.6 10.0 --- --- 0.90 1246.46 REACTIONS (kips): Left Right Initial reaction 1.18 1.18 DL reaction 8.97 8.97 Max +LL reaction 17.10 17.10 Max +total reaction (factored) 38.12 38.12 P1.14 (E) B2 with (E) loads 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/29/24 23:43:32 DEFLECTIONS: Ratio Initial load (in) at 10.00 ft = -0.002 L/D = 9660 4 Live load (in) at 10.00 ft = -0.031 L/D = 7776 > 360 0.05 Post Comp load (in) at 10.00 ft = -0.045 L/D = 5342 > 240 0.04 Net Total load (in) at 10.00 ft = -0.047 L/D = 5062 > 240 0.05 Page 2/2 P1.15 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/29/24 23:42:47 STEEL CODE: AISC 360-16 LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (20.00,0.00) Beam Size (User Selected) = W33X118 Fy = 36.0 ksi Total Beam Length (ft) = 20.00 Distance to Adjacent Beam on Left (ft) = 1.0 Distance to Adjacent Beam on Right (ft) = 1.0 COMPOSITE PROPERTIES (Not Shored): Left Right Deck Label Concrete thickness (in) 3.25 3.25 Unit weight concrete (pcf) 110.00 110.00 f'c (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W2 Formlok VERCO W2 Formlok beff (in) = 12.00 Y bar(in) = 17.96 Mnf (kip-ft) = 1404.00 Mn (kip-ft) = 1384.95 C (kips) = 85.51 PNA (in) = 18.61 Ieff (in4) = 6877.97 Itr (in4) = 6954.65 Stud length (in) = 5.00 Stud diam (in) = 0.75 Stud Capacity (kips) Qn = 17.1 Rg = 1.00 Rp = 0.60 # of studs: Full = 13 Partial = 7 Actual = 10 Number of Stud Rows = 1 Percent of Full Composite Action = 83.50 Top flange braced by decking for Composite condition. Top flange braced by decking for Pre-composite condition. POINT LOADS (kips): Flange Bracing Dist (ft) DL CDL LL PartL CLL Top Bottom 14.830 1.81 0.00 0.00 0.00 0.00 No No LINE LOADS (k/ft): Load Dist (ft) DL CDL LL PartL CLL 1 0.000 0.118 0.118 0.000 0.000 0.000 20.000 0.118 0.118 0.000 0.000 0.000 2 0.000 0.779 0.000 1.710 0.000 0.000 20.000 0.779 0.000 1.710 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 39.74 kips 1.00Vn = 390.85 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center PreCmp+ 1.4DL 8.3 10.0 0.0 1.00 0.90 1120.50 Init DL 1.4DL 8.3 10.0 --- --- Max + 1.2DL+1.6LL 196.3 10.1 --- --- 0.90 1246.46 Controlling 1.2DL+1.6LL 196.3 10.1 --- --- 0.90 1246.46 P1.16 (E) B2 with (E) +(N) loads 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/29/24 23:42:47 REACTIONS (kips): Left Right Initial reaction 1.18 1.18 DL reaction 9.44 10.31 Max +LL reaction 17.10 17.10 Max +total reaction (factored) 38.69 39.74 DEFLECTIONS: Ratio Initial load (in) at 10.00 ft = -0.002 L/D = 9660 4 Live load (in) at 10.00 ft = -0.031 L/D = 7776 > 360 0.05 Post Comp load (in) at 10.00 ft = -0.047 L/D = 5132 > 240 0.05 Net Total load (in) at 10.00 ft = -0.049 L/D = 4873 > 240 0.05 Page 2/2 P1.17 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Project: Location: Client: Job No: Date: Engineer: P1.18 DEFLECTIONS: Ratio Initial load (in) at 10.00 ft = -0.006 L/D = 3980 5 Live load (in) at 10.00 ft = -0.263 L/D = 914 > 360 0.39 Post Comp load (in) at 10.00 ft = -0.382 L/D = 628 > 240 0.38 Net Total load (in) at 10.00 ft = -0.388 L/D = 618 > 240 0.39 DEFLECTIONS: Ratio Initial load (in) at 10.00 ft = -0.002 L/D = 9660 4 Live load (in) at 10.00 ft = -0.031 L/D = 7776 > 360 0.05 Post Comp load (in) at 10.00 ft = -0.047 L/D = 5132 > 240 0.05 Net Total load (in) at 10.00 ft = -0.049 L/D = 4873 > 240 0.05 B1 Deflection with (E) load only : D=d1-d2= 0.388 - 0.049= 0.339 in B2 Deflection with (E) + (N) load : When the Nana Wall is folded, we need to make sure that B2 does not deflect more than B1 by this limitation. (that is comparing (E)+(N) of B2 to (E) only of B1) DFor Review10/01/2023 10:36:29 AM LR X Engineering 24-3134 04-30-24 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Project: Location: Client: Job No: Date: Engineer: P1.19 CHECKING (E)Wx BEAMS ROOF KEY PLAN: Checking B1': Existing Loading Criteria: DL= 39psf LL= 90psf Span,L= 40ft Trib width= 38ft/2 +40ft/2 = 39ft New Loading: [When the Nanawall is folded the entire load will act at a single location] Newly added beam span= 38ft Height= 10ft Distributed weight= 9.5psf x 10ft= 95plf Pnana=95plf x 38ft = 3610lbs =3.61kips Assuming PNANA acts at middle (most critical case): P applied at B1=3.61kips/2 = 1.805 at 28'-6" (See next page for Enercalc Report) B1'B2' W2 LR X Engineering 24-3134 04-30-24 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/29/24 23:51:42 STEEL CODE: AISC 360-16 LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (40.00,0.00) Beam Size (User Selected) = W36X135 Fy = 36.0 ksi Total Beam Length (ft) = 40.00 Distance to Adjacent Beam on Left (ft) = 1.0 Distance to Adjacent Beam on Right (ft) = 1.0 COMPOSITE PROPERTIES (Not Shored): Left Right Deck Label Concrete thickness (in) 3.25 3.25 Unit weight concrete (pcf) 110.00 110.00 f'c (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W2 Formlok VERCO W2 Formlok beff (in) = 12.00 Y bar(in) = 19.21 Mnf (kip-ft) = 1706.92 Mn (kip-ft) = 1706.92 C (kips) = 99.45 PNA (in) = 20.10 Ieff (in4) = 9012.24 Itr (in4) = 9012.24 Stud length (in) = 4.75 Stud diam (in) = 0.75 Stud Capacity (kips) Qn = 17.1 Rg = 1.00 Rp = 0.60 # of studs: Full = 12 Partial = 14 Actual = 30 Number of Stud Rows = 1 Percent of Full Composite Action = 100.00 Top flange braced by decking for Composite condition. Top flange braced by decking for Pre-composite condition. LINE LOADS (k/ft): Load Dist (ft) DL CDL LL PartL CLL 1 0.000 0.136 0.136 0.000 0.000 0.000 40.000 0.136 0.136 0.000 0.000 0.000 2 0.000 1.521 0.000 3.510 0.000 0.000 40.000 1.521 0.000 3.510 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 152.08 kips 1.00Vn = 461.38 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center PreCmp+ 1.4DL 38.0 20.0 0.0 1.00 0.90 1374.30 Init DL 1.4DL 38.0 20.0 --- --- Max + 1.2DL+1.6LL 1520.8 20.0 --- --- 0.90 1536.22 Controlling 1.2DL+1.6LL 1520.8 20.0 --- --- 0.90 1536.22 REACTIONS (kips): Left Right Initial reaction 2.72 2.72 DL reaction 33.14 33.14 Max +LL reaction 70.20 70.20 Max +total reaction (factored) 152.08 152.08 P1.20 (E) B1' with (E) loads 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/29/24 23:51:42 DEFLECTIONS: Ratio Initial load (in) at 20.00 ft = -0.035 L/D = 1388 4 Live load (in) at 20.00 ft = -0.774 L/D = 621 > 360 0.58 Post Comp load (in) at 20.00 ft = -1.109 L/D = 433 > 240 0.55 Net Total load (in) at 20.00 ft = -1.143 L/D = 420 > 240 0.57 Page 2/2 P1.21 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/29/24 23:49:47 STEEL CODE: AISC 360-16 LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (40.00,0.00) Beam Size (User Selected) = W36X135 Fy = 36.0 ksi Total Beam Length (ft) = 40.00 Distance to Adjacent Beam on Left (ft) = 1.0 Distance to Adjacent Beam on Right (ft) = 1.0 COMPOSITE PROPERTIES (Not Shored): Left Right Deck Label Concrete thickness (in) 3.25 3.25 Unit weight concrete (pcf) 110.00 110.00 f'c (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W2 Formlok VERCO W2 Formlok beff (in) = 12.00 Y bar(in) = 19.21 Mnf (kip-ft) = 1706.92 Mn (kip-ft) = 1706.92 C (kips) = 99.45 PNA (in) = 20.10 Ieff (in4) = 9012.24 Itr (in4) = 9012.24 Stud length (in) = 4.75 Stud diam (in) = 0.75 Stud Capacity (kips) Qn = 17.1 Rg = 1.00 Rp = 0.60 # of studs: Full = 12 Partial = 14 Actual = 30 Number of Stud Rows = 1 Percent of Full Composite Action = 100.00 Top flange braced by decking for Composite condition. Top flange braced by decking for Pre-composite condition. POINT LOADS (kips): Flange Bracing Dist (ft) DL CDL LL PartL CLL Top Bottom 28.500 1.80 0.00 0.00 0.00 0.00 No No LINE LOADS (k/ft): Load Dist (ft) DL CDL LL PartL CLL 1 0.000 0.136 0.136 0.000 0.000 0.000 40.000 0.136 0.136 0.000 0.000 0.000 2 0.000 1.521 0.000 3.510 0.000 0.000 40.000 1.521 0.000 3.510 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 153.63 kips 1.00Vn = 461.38 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center PreCmp+ 1.4DL 38.0 20.0 0.0 1.00 0.90 1374.30 Init DL 1.4DL 38.0 20.0 --- --- Max + 1.2DL+1.6LL 1533.3 20.1 --- --- 0.90 1536.22 Controlling 1.2DL+1.6LL 1533.3 20.1 --- --- 0.90 1536.22 P1.22 (E) B1' with (E) +(N) loads 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/29/24 23:49:47 REACTIONS (kips): Left Right Initial reaction 2.72 2.72 DL reaction 33.65 34.42 Max +LL reaction 70.20 70.20 Max +total reaction (factored) 152.70 153.63 DEFLECTIONS: Ratio Initial load (in) at 20.00 ft = -0.035 L/D = 1388 4 Live load (in) at 20.00 ft = -0.774 L/D = 621 > 360 0.58 Post Comp load (in) at 20.00 ft = -1.121 L/D = 428 > 240 0.56 Net Total load (in) at 20.00 ft = -1.156 L/D = 415 > 240 0.58 Page 2/2 P1.23 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Project: Location: Client: Job No: Date: Engineer: P1.24 CHECKING (E)Wx BEAMS ROOF KEY PLAN: Checking B2': Existing Loading Criteria: DL= 39psf LL= 90psf Span,L= 20ft Trib width= 38ft/2 = 19ft New Loading: [When the Nanawall is folded the entire load will act at a single location] Newly added beam span= 38ft Height= 10ft Distributed weight= 9.5psf x 10ft= 95plf Pnana=95plf x 38ft = 3610lbs =3.61kips Assuming PNANA acts at middle (most critical case): P applied at B1=3.61kips/2 = 1.805 at 8'-6" (See next page for Enercalc Report) B1'B2' W2 LR X Engineering 24-3134 04-30-24 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/29/24 23:57:49 STEEL CODE: AISC 360-16 LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (20.00,0.00) Beam Size (User Selected) = W21X44 Fy = 36.0 ksi Total Beam Length (ft) = 20.00 Distance to Adjacent Beam on Left (ft) = 1.0 Distance to Adjacent Beam on Right (ft) = 1.0 COMPOSITE PROPERTIES (Not Shored): Left Right Deck Label Concrete thickness (in) 3.25 3.25 Unit weight concrete (pcf) 110.00 110.00 f'c (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W2 Formlok VERCO W2 Formlok beff (in) = 12.00 Y bar(in) = 12.84 Mnf (kip-ft) = 387.27 Mn (kip-ft) = 376.85 C (kips) = 85.51 PNA (in) = 13.74 Ieff (in4) = 1266.78 Itr (in4) = 1300.01 Stud length (in) = 4.75 Stud diam (in) = 0.75 Stud Capacity (kips) Qn = 17.1 Rg = 1.00 Rp = 0.60 # of studs: Full = 12 Partial = 7 Actual = 10 Number of Stud Rows = 1 Percent of Full Composite Action = 85.98 Top flange braced by decking for Composite condition. Top flange braced by decking for Pre-composite condition. LINE LOADS (k/ft): Load Dist (ft) DL CDL LL PartL CLL 1 0.000 0.044 0.044 0.000 0.000 0.000 20.000 0.044 0.044 0.000 0.000 0.000 2 0.000 0.741 0.000 1.710 0.000 0.000 20.000 0.741 0.000 1.710 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 36.78 kips 1.00Vn = 156.49 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center PreCmp+ 1.4DL 3.1 10.0 0.0 1.00 0.90 257.58 Init DL 1.4DL 3.1 10.0 --- --- Max + 1.2DL+1.6LL 183.9 10.0 --- --- 0.90 339.17 Controlling 1.2DL+1.6LL 183.9 10.0 --- --- 0.90 339.17 REACTIONS (kips): Left Right Initial reaction 0.44 0.44 DL reaction 7.85 7.85 Max +LL reaction 17.10 17.10 Max +total reaction (factored) 36.78 36.78 P1.25 (E) B2' with (E) loads 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/29/24 23:57:49 DEFLECTIONS: Ratio Initial load (in) at 10.00 ft = -0.007 L/D = 3684 3 Live load (in) at 10.00 ft = -0.168 L/D = 1432 > 360 0.25 Post Comp load (in) at 10.00 ft = -0.240 L/D = 999 > 240 0.24 Net Total load (in) at 10.00 ft = -0.247 L/D = 973 > 240 0.25 Page 2/2 P1.26 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/29/24 23:56:06 STEEL CODE: AISC 360-16 LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (20.00,0.00) Beam Size (User Selected) = W21X44 Fy = 36.0 ksi Total Beam Length (ft) = 20.00 Distance to Adjacent Beam on Left (ft) = 1.0 Distance to Adjacent Beam on Right (ft) = 1.0 COMPOSITE PROPERTIES (Not Shored): Left Right Deck Label Concrete thickness (in) 3.25 3.25 Unit weight concrete (pcf) 110.00 110.00 f'c (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W2 Formlok VERCO W2 Formlok beff (in) = 12.00 Y bar(in) = 12.84 Mnf (kip-ft) = 387.27 Mn (kip-ft) = 376.85 C (kips) = 85.51 PNA (in) = 13.74 Ieff (in4) = 1266.78 Itr (in4) = 1300.01 Stud length (in) = 4.75 Stud diam (in) = 0.75 Stud Capacity (kips) Qn = 17.1 Rg = 1.00 Rp = 0.60 # of studs: Full = 15 Partial = 7 Actual = 10 Number of Stud Rows = 1 Percent of Full Composite Action = 77.06 Top flange braced by decking for Composite condition. Top flange braced by decking for Pre-composite condition. POINT LOADS (kips): Flange Bracing Dist (ft) DL CDL LL PartL CLL Top Bottom 8.500 1.80 0.00 0.00 0.00 0.00 No No LINE LOADS (k/ft): Load Dist (ft) DL CDL LL PartL CLL 1 0.000 0.044 0.044 0.000 0.000 0.000 20.000 0.044 0.044 0.000 0.000 0.000 2 0.000 0.741 0.000 1.710 0.000 0.000 20.000 0.741 0.000 1.710 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 38.03 kips 1.00Vn = 156.49 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center PreCmp+ 1.4DL 3.1 9.9 0.0 1.00 0.90 257.58 Init DL 1.4DL 3.1 9.9 --- --- Max + 1.2DL+1.6LL 193.2 9.7 --- --- 0.90 339.17 Controlling 1.2DL+1.6LL 190.4 8.5 --- --- 0.90 326.22 P1.27 (E) B2' with (E) +(N) loads 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/29/24 23:56:06 REACTIONS (kips): Left Right Initial reaction 0.44 0.44 DL reaction 8.89 8.62 Max +LL reaction 17.10 17.10 Max +total reaction (factored) 38.03 37.70 DEFLECTIONS: Ratio Initial load (in) at 10.00 ft = -0.007 L/D = 3684 3 Live load (in) at 10.00 ft = -0.168 L/D = 1432 > 360 0.25 Post Comp load (in) at 10.00 ft = -0.254 L/D = 945 > 240 0.25 Net Total load (in) at 10.00 ft = -0.260 L/D = 922 > 240 0.26 Page 2/2 P1.28 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Project: Location: Client: Job No: Date: Engineer: P1.29 DEFLECTIONS: Ratio Initial load (in) at 10.00 ft = -0.007 L/D = 3684 3 Live load (in) at 10.00 ft = -0.168 L/D = 1432 > 360 0.25 Post Comp load (in) at 10.00 ft = -0.240 L/D = 999 > 240 0.24 Net Total load (in) at 10.00 ft = -0.247 L/D = 973 > 240 0.25 DEFLECTIONS: Ratio Initial load (in) at 20.00 ft = -0.035 L/D = 1388 4 Live load (in) at 20.00 ft = -0.774 L/D = 621 > 360 0.58 Post Comp load (in) at 20.00 ft = -1.121 L/D = 428 > 240 0.56 Net Total load (in) at 20.00 ft = -1.156 L/D = 415 > 240 0.58 B1' Deflection with (E) + (N)load : D=d1-d2= 1.156 - 0.247= 0.909 in B2' Deflection with (E) load only : When the Nana Wall is folded, we need to make sure that B2' does not deflect more than B1' by this limitation. (that is comparing (E)+(N) of B1' to (E) only of B2') DFor Review10/01/2023 10:36:29 AM LR X Engineering 24-3134 04-30-24 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Project: Location: Client: Job No: Date: Engineer: P1.30 Max unbraced length PNANA=2529lbs (N) BEAM SUPPORTING (N) NANA WALL Scope Narration: - Nanawall will be suspended from a new beam that will be installed in ceiling - design beam for self weight of nanawall + out-plane loads of Chapter 13 - Braces provided will be for out-of-plane loads - Steel beam will be designed as unbraced - Note manufacturer deflection limits under deflection check New Nanawall Loading on Beam: DL NANA= 9.5psf Span,L=38ft Height,h= 10ft Condition 1 : Assume distributed load w NANA=9.5 psf x 10ft = 95plf ---->**See next page for RAM S Beam report Condition 2 : Assume the Nanawall entire load acts @ mid point. PNANA= 95 plf x 38 ft = 3610lbs ---->**See next page for RAM S Beam report DEFLECTION CHECK PER MANUFACTURER REQUIREMENTS See Diagram printout for deflection check and analysis after RAM output W1&W2 LR X Engineering 24-3134 04-30-24 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/22/24 02:09:50 STEEL CODE: AISC 360-16 LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (38.00,0.00) Beam Size (User Selected) = W21X50 Fy = 50.0 ksi Total Beam Length (ft) = 38.00 Mp (kip-ft) = 458.33 Top flange not braced by decking. LINE LOADS (k/ft): Load Dist (ft) DL LL PartL 1 0.000 0.050 0.000 0.000 38.000 0.050 0.000 0.000 2 0.000 0.095 0.000 0.000 38.000 0.095 0.000 0.000 SHEAR (Ultimate): Max Vu (1.4DL) = 3.86 kips 1.00Vn = 237.12 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.4DL 36.6 19.0 38.0 1.14 0.90 63.70 Controlling 1.4DL 36.6 19.0 38.0 1.14 0.90 63.70 REACTIONS (kips): Left Right DL reaction 2.76 2.76 Max +total reaction (factored) 3.86 3.86 DEFLECTIONS: Ratio Dead load (in) at 19.00 ft = -0.238 L/D = 1913 Live load (in) at 19.00 ft = -0.000 Net Total load (in) at 19.00 ft = -0.238 L/D = 1913 > 240 0.13 P1.31 Deflection -0.3 0.0 Max DL Shear = 3.86 kips Max Shear = 3.86 kips Max Pos Moment = 36.65 kip-ft at 19.000 ft D2-D1=0.068" FROM MID Deflection per 12' is < 1/8 " W/ NANA WALL DISTRIBUTED WEIGHT D2=0.238 in @ midD1=0.17 in @ mid 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/22/24 02:03:48 STEEL CODE: AISC 360-16 LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (38.00,0.00) Beam Size (User Selected) = W21X50 Fy = 50.0 ksi Total Beam Length (ft) = 38.00 Mp (kip-ft) = 458.33 Top flange not braced by decking. POINT LOADS (kips): Flange Bracing Dist (ft) DL LL PartL Top Bottom 19.000 3.61 0.00 0.00 No No LINE LOADS (k/ft): Load Dist (ft) DL LL PartL 1 0.000 0.050 0.000 0.000 38.000 0.050 0.000 0.000 SHEAR (Ultimate): Max Vu (1.4DL) = 3.86 kips 1.00Vn = 237.12 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.4DL 60.7 19.0 38.0 1.27 0.90 71.40 Controlling 1.4DL 60.7 19.0 38.0 1.27 0.90 71.40 REACTIONS (kips): Left Right DL reaction 2.76 2.76 Max +total reaction (factored) 3.86 3.86 DEFLECTIONS: Ratio Dead load (in) at 19.00 ft = -0.332 L/D = 1373 Live load (in) at 19.00 ft = -0.000 Net Total load (in) at 19.00 ft = -0.332 L/D = 1373 > 240 0.17 P1.32 Deflection -0.4 0.0 Max DL Shear = 3.86 kips Max Shear = 3.86 kips Max Pos Moment = 60.65 kip-ft at 19.000 ft D2-D1=0.102" FROM MID Deflection per 12' is < 1/8 " W/ NANA WALL STACKED AT MIDDLE (UNLIKELY) D2=0.332 in @ midD1=0.23 in @ mid 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 P1.33 Seismic Design 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 NonStructural Components Seismic Demand (ASCE/SEI 7-16) Project:X Engineering Location:7th Floor ASCE Reference Remarks Component Amplification Factor ap 1.0 Table 13.5-1 All other walls and partitions Design Spectral Acceleration - Short SDS 1.020 Equation 11.4-3 SDS = 2/3 SMS Component Response Factor Rp 2.5 Table 13.5-1 All other walls and partitions Component Importance Factor Ip 1.0 Section 13.1.3 Risk Category II Height of Structure Attachment (ft) z 115.6 Section 13.3.1 with Respect to Base Average Roof Height of Structure (ft) h 195.2 Section 13.3.1 0.356 W T 1.632 W T 0.306 W T Fp=((0.4 ap. SDS. W p)/(Rp/Ip)). (1+2 z/h)= Fp, MAX=1.6.SDS.Ip.W p = Fp.MIN=0.3 SDS. Ip W p = FP = 0.356 WT Page 1 of 1 P1.34 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Project: Location: Client: Job No: Date: Engineer: P1.35 Out-of-Plane Check Fp= 0.356 W for 9.5 psf self weigh of Nanawall Fp= 0.356 x9.5 psf = 3.4 psf < minimum 5psf required per CBC, therefore use 5 psf Nanawall will be suspended from new beam, therefore assume full height as tributary Fp= 5 psf x 10ft= 50plf (ultimate out-of-plane loads) For kickers Spaced @ 6'-0" maximum: Fpu= 50plf x 6ft = 300lbs KL= 6ft x 1.4= 8.4 ft let us say 9 ft using L3x3x1/4, fPn= 9.54kips [ Table 4-11 AISC] --------> OK By inspection LR X Engineering 24-3134 04-30-24 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Project: Location: Client: Job No: Date: Engineer: P1.36 KICKER TO (E) BEAM CONNECTION CHECK Checking Weld Capacity in Shear per AISC Steel Manual, Equation 8-1: RU= PbrD= 1/4 x 16/1= 4 L= 3in x 2= 6in ϕRn= 1.392kip/in x D x L= 1.392kip/in x 4 x 6in= 33kip DCR= RU/ϕRn= 0.42kip/33kip= 0.012< 1.0, OK Checking Weld Capacity in Tension per AISC Steel Manual, Equation 8-1: RU= PbrD= 1/4 x 16/1= 4 L= 3in x 4= 12in Weld is loaded transversely, θ=90 deg Effect of load angle= (1.0 + 0.5 x sin1.5 (90 deg))= 1.5 ---> per AISC Steel Manual, Equation J2-5 ϕRn= Effect of load angle x 1.392kip/in x D x L= 1.5 x 1.392kip/in x 4 x 12in= 100kip DCR= RU/ϕRn= 0.42kip/100kip= 0.0042< 1.0, OK Use min 1/4 weld all around Checking thickness of weld as per AISC Steel Manual, Chapter J-2 Brace Demand due to Seismic loading: Braces spaced @6'-0" O.C: PDL= WT= W x h x spacing =9.5psf x10ft x 6ft=570lbs Eh= Fp = 5psf x 10t x 6ft= 300lbs=0.3kips PEh= 1.4 x Eh= 1.4 x 0.3kip= 0.42kip Fp Fp PEh450 Pu,br (E)Wx beam per plan Pu,br Considering shear: Pbr Considering tension: Pbr Flange thickness = 0.65 in (of (E) W21x57 beam) Maximum thickness =0.65 -1/16 =0.5875 in > 1/4 in, Hence ok. LR X Engineering 24-3134 04-30-24 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Project: Location: Client: Job No: Date: Engineer: P1.37 BRACE TO CONCRETE DECK CONNECTION DESIGN Brace Demand due to Seismic loading: Braces spaced @6'-0" O.C: PDL= WT=W x h x spacing =9.5psf x 10ft x 6ft=570lbs Eh= Fp = 5psf x10ft x6ft =300lbs No.of anchors= 2 Input on Simpson: 570lbs/2 =285lbs; 300lbs/2=150lbs ***See next page for Simpson report PDL Eh LR X Engineering 24-3134 04-30-24 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Company:Melqart Inc.Date:4/23/2024 Engineer:Léa Rami Page:1/5 Project:X Engineering Address: Phone: E-mail: Anchor Designer™ Software Version 3.1.2303.1 1.Project information Customer company: Customer contact name: Customer e-mail: Comment: Project description: Location: Fastening description: 2. Input Data & Anchor Parameters General Design method:ACI 318-19 Units: Imperial units Anchor Information: Anchor type: Concrete screw Material: Carbon Steel Diameter (inch): 0.500 Nominal Embedment depth (inch): 3.000 Effective Embedment depth, hef (inch): 2.140 Code report: ICC-ES ESR-2713 Anchor category: 1 Anchor ductility: No hmin: See Figure 1 Cmin (inch): 4.28 Smin (inch): 6.42 Base Material Concrete: Lower flute, Soffit of sand-lightweight concrete over metal deck(4-1/2" flute width) State: Cracked Compressive strength, f’c (psi): 4000 Ψc,V: 1.0 Reinforcement condition: Supplementary reinforcement not present Supplemental edge reinforcement: Not applicable Anchor installed offset: No Recommended Anchor Anchor Name: Titen HD® - 1/2"Ø Titen HD, hnom:3" (76mm) Code Report: ICC-ES ESR-2713 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com P1.38 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Company:Melqart Inc.Date:4/23/2024 Engineer:Léa Rami Page:2/5 Project:X Engineering Address: Phone: E-mail: Anchor Designer™ Software Version 3.1.2303.1 Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: U = 0.9D + 1.0E Seismic design: Yes Ductility section for tension: 17.10.5.2 not applicable Ductility section for shear: 17.10.6.2 not applicable Ω0 factor: 2.0 Service level loads: D E Strength level loads Na [lb]: 284 0 256 Vax [lb]: 0 0 0 Vay [lb]: 0 150 300 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com P1.39 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Company:Melqart Inc.Date:4/23/2024 Engineer:Léa Rami Page:3/5 Project:X Engineering Address: Phone: E-mail: Anchor Designer™ Software Version 3.1.2303.1 <Figure 1> 1 = Min. 1/2” (12 mm) for Strong-Bolt 2 Min. 3/4” (19 mm) for Titen HD , Titen HD Rod Hanger and BBMD 2 = Min. 1 1/2” (38 mm) for Strong-Bolt 2 Min. 1 1/2” (38 mm) for Titen HD and Titen HD Rod Hanger Min. 3 1/4" (83 mm) for BBMD 3 = Max. 3” (76 mm) 4 = Min. 20 gauge (0.889 mm) profile metal deck 5 = Anchor 6 = Max 1” (25 mm) offset for Strong-Bolt 2 Max 1” (25 mm) offset for Titen HD and Titen HD Rod Hanger Max. 1 1/4" (32 mm) offset for BBMD 7 = Lower flute (ridge) Min. 4 1/2" width 8 = Upper flute (valley) Min. 4 1/2" width Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com P1.40 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Company:Melqart Inc.Date:4/23/2024 Engineer:Léa Rami Page:4/5 Project:X Engineering Address: Phone: E-mail: Anchor Designer™ Software Version 3.1.2303.1 3. Resulting Anchor Forces Anchor Tension load, Nua (lb) Shear load x, Vuax (lb) Shear load y, Vuay (lb) Shear load combined, √(Vuax)²+(Vuay)² (lb) 1 256.0 0.0 300.0 300.0 Sum 256.0 0.0 300.0 300.0 Maximum concrete compression strain (‰): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 0 Resultant compression force (lb): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'Vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'Vy (inch): 0.00 4. Steel Strength of Anchor in Tension (Sec. 17.6.1) Nsa (lb)Nsa (lb) 20130 0.65 13085 6. Pullout Strength of Anchor in Tension (Sec. 17.6.3) 0.75 Npn =0.75 c,P aNp(f’c /3,000)n (Sec. 17.5.1.2, Eq. 17.6.3.1 & Code Report) c,P a Np (lb)f’c (psi)n 0.75 Npn (lb) 1.0 1.00 1662 4000 0.50 0.65 936 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com P1.41 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Company:Melqart Inc.Date:4/23/2024 Engineer:Léa Rami Page:5/5 Project:X Engineering Address: Phone: E-mail: Anchor Designer™ Software Version 3.1.2303.1 8. Steel Strength of Anchor in Shear (Sec. 17.7.1) Vsa (lb)grout grout Vsa (lb) 2419 1.0 0.60 1451 11. Results Interaction of Tensile and Shear Forces (Sec. 17.8) Tension Factored Load, Nua (lb)Design Strength, øNn (lb)Ratio Status Steel 256 13085 0.02 Pass Pullout 256 936 0.27 Pass (Governs) Shear Factored Load, Vua (lb)Design Strength, øVn (lb)Ratio Status Steel 300 1451 0.21 Pass (Governs) Interaction check Nua/Nn Vua/Vn Combined Ratio Permissible Status Sec. 17.8.1 0.27 0.00 27.4% 1.0 Pass 1/2"Ø Titen HD, hnom:3" (76mm) meets the selected design criteria. 12. Warnings - Determination of concrete breakout strengths in tension and shear, side-face-blowout strength, and pryout strength is not required for anchors installed in the soffit of concrete over metal deck. Refer to ICC-ES ESR code report. - Per designer input, the tensile component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor tensile force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.10.5.2 for tension need not be satisfied – designer to verify. - Per designer input, the shear component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor shear force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.10.6.2 for shear need not be satisfied – designer to verify. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer’s product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com P1.42 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 P1.43 Unistrut Design (Alternative) 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Project: Location: Client: Job No: Date: Engineer: P1.44 Unistrut Design (alternative) WDL= 95plf (See gravity Design) GRAVITY CHECK: 1- Check horizontal Unistrut Acting as a beam: Span, L= 5ft Load Combination : D + L WD= 95plf x5ft = 475lbs Assume the Nana Wall is resting on two unistrut beams Therefore PDL Unistrut= 238lbs From Unistrut Catalog (see Figure 2) and Using P1000 Span = 5' x 12 = 60in Deflection Criteria: Wall= W table x R lateral Bracing [0.82] = 480bs x 0.82 = 394lbs > 238 lbs [OK] Max allowable load = 680lbs > 238lbs [OK] Therefore Use P1000 as beam supporting Unit 2 - Check Vertical P1000 Supporting Assembly: A Total of (2) P1000 will be supporting the Unistrut Assembly. W=3610 lbs (max weight of NanaWall) TS = W total/ 2 = 3610 lbs / 2= 1805 lbs Tall= 4690lbs > 1805lbs (see Figure 3) [OK] B1 B1 Figure 1 Figure 2 Figure 3 LR X Engineering 24-3134 04-30-24 C1 C1 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Project: Location: Client: Job No: Date: Engineer: P1.45 SEISMIC CHECK: Seismic force: Fp = 300lbs (see seismic design) Check 45 degree Unistrut: Tu=300 lbs/cos45 = 424lbs Ts = 424lbs/1.4= 303 lbs KL=1.0 x 4' x (1/cos45) x 12= 68in (we will using values of 72in) Tall= 2,960 lbs > 303lbs -----> OK See below for Unistrut P1000, maximum column load [Figure 5]K1 Figure 4 K1 Figure 5 Unistrut Design (alternative) CONT. LR X Engineering 24-3134 04-30-24 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Steel Beam LIC# : KW-06014491, Build:20.24.04.09 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(N)L6x4x5/16 Project File: X Engineering.ec6 Project Title:X Engineering Engineer:LR Project ID:24-3134 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 Vertical Leg Up .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Load(s) for Span Number 1 Point Load : D = 0.4750 k @ 5.0 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.167 : 1 Load Combination +1.40D Span # where maximum occurs Span # 1 0.4046 k Mn * Phi : Allowable 11.039 k-ft Vn * Phi : Allowable L6x4x5/16Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.40D 50.625 k Section used for this span L6x4x5/16 Mu : Applied Maximum Shear Stress Ratio =0.008 : 1 0.000 ft 1.843 k-ft Vu : Applied 0 <360 2034 Ratio =0 <180 Maximum Deflection Max Downward Transient Deflection 0 in 0Ratio =<360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.059 in Ratio =>=180 Max Upward Total Deflection 0 in n/a n/a Span: 1 : D Only n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 10.00 ft 1 0.167 0.008 1.84 1.84 12.27 11.04 1.00 1.00 0.40 56.25 50.63 +1.20D Dsgn. L = 10.00 ft 1 0.143 0.007 1.58 1.58 12.27 11.04 1.00 1.00 0.35 56.25 50.63 +0.90D Dsgn. L = 10.00 ft 1 0.107 0.005 1.18 1.18 12.27 11.04 1.00 1.00 0.26 56.25 50.63 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections D Only 1 0.0590 5.029 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 0.289 0.289 Max Upward from Load Combinations 0.173 0.173 Max Upward from Load Cases 0.289 0.289 D Only 0.289 0.289 +0.60D 0.173 0.173 P1.46 PDL=95plf x 5ft = 475lbs 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Steel Beam LIC# : KW-06014491, Build:20.24.04.09 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(N)L4X4X1/4 Project File: X Engineering.ec6 Project Title:X Engineering Engineer:LR Project ID:24-3134 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :36.0 ksi Beam Bracing :E: Modulus :29,000.0 Vertical Leg Up .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Uniform Load : D = 0.0950 k/ft, Tributary Width = 1.0 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.110 : 1 Load Combination +1.40D Span # where maximum occurs Span # 1 0.3556 k Mn * Phi : Allowable 4.051 k-ft Vn * Phi : Allowable L4x4x1/4Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.40D 19.440 k Section used for this span L4x4x1/4 Mu : Applied Maximum Shear Stress Ratio =0.018 : 1 0.000 ft 0.445 k-ft Vu : Applied 0 <360 3637 Ratio =0 <180 Maximum Deflection Max Downward Transient Deflection 0 in 0Ratio =<360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.016 in Ratio =>=180 Max Upward Total Deflection 0 in n/a n/a Span: 1 : D Only n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 5.00 ft 1 0.110 0.018 0.44 0.44 4.50 4.05 1.00 1.00 0.36 21.60 19.44 +1.20D Dsgn. L = 5.00 ft 1 0.094 0.016 0.38 0.38 4.50 4.05 1.00 1.00 0.30 21.60 19.44 +0.90D Dsgn. L = 5.00 ft 1 0.071 0.012 0.29 0.29 4.50 4.05 1.00 1.00 0.23 21.60 19.44 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections D Only 1 0.0165 2.514 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 0.254 0.254 Max Upward from Load Combinations 0.152 0.152 Max Upward from Load Cases 0.254 0.254 D Only 0.254 0.254 +0.60D 0.152 0.152 P1.47 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Project: Location: Client: Job No: Date: Engineer: P1.48 CHECKING (E)W21x44 ROOF KEY PLAN: Existing Loading Criteria: DL= 39psf LL= 50+15 = 65psf Span,L= 20ft Trib width= 38ft/2 = 19ft New Loading: [When the Nanawall is folded the entire load will act at a single location] Newly added beam span= 38ft Height= 10ft Distributed weight= 9.5psf x 10ft= 95plf (See next page for Enercalc Report) LR X Engineering 24-3134 04-30-24 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/30/24 07:31:12 STEEL CODE: AISC 360-16 LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (20.00,0.00) Beam Size (User Selected) = W21X44 Fy = 36.0 ksi Total Beam Length (ft) = 20.00 Distance to Adjacent Beam on Left (ft) = 1.0 Distance to Adjacent Beam on Right (ft) = 1.0 COMPOSITE PROPERTIES (Not Shored): Left Right Deck Label Concrete thickness (in) 3.25 3.25 Unit weight concrete (pcf) 110.00 110.00 f'c (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W2 Formlok VERCO W2 Formlok beff (in) = 12.00 Y bar(in) = 12.84 Mnf (kip-ft) = 387.27 Mn (kip-ft) = 376.85 C (kips) = 85.51 PNA (in) = 13.74 Ieff (in4) = 1266.78 Itr (in4) = 1300.01 Stud length (in) = 4.75 Stud diam (in) = 0.75 Stud Capacity (kips) Qn = 17.1 Rg = 1.00 Rp = 0.60 # of studs: Full = 12 Partial = 7 Actual = 10 Number of Stud Rows = 1 Percent of Full Composite Action = 85.98 Top flange braced by decking for Composite condition. Top flange braced by decking for Pre-composite condition. LINE LOADS (k/ft): Load Dist (ft) DL CDL LL PartL CLL 1 0.000 0.044 0.044 0.000 0.000 0.000 20.000 0.044 0.044 0.000 0.000 0.000 2 0.000 0.741 0.000 2.535 0.000 0.000 20.000 0.741 0.000 2.535 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 49.98 kips 1.00Vn = 156.49 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center PreCmp+ 1.4DL 3.1 10.0 0.0 1.00 0.90 257.58 Init DL 1.4DL 3.1 10.0 --- --- Max + 1.2DL+1.6LL 249.9 10.0 --- --- 0.90 339.17 Controlling 1.2DL+1.6LL 249.9 10.0 --- --- 0.90 339.17 REACTIONS (kips): Left Right Initial reaction 0.44 0.44 DL reaction 7.85 7.85 Max +LL reaction 25.35 25.35 Max +total reaction (factored) 49.98 49.98 P1.49 (E) W21X44 with (E) loads 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/30/24 07:31:12 DEFLECTIONS: Ratio Initial load (in) at 10.00 ft = -0.007 L/D = 3684 3 Live load (in) at 10.00 ft = -0.248 L/D = 966 > 360 0.37 Post Comp load (in) at 10.00 ft = -0.321 L/D = 748 > 240 0.32 Net Total load (in) at 10.00 ft = -0.328 L/D = 733 > 240 0.33 Page 2/2 P1.50 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/30/24 07:31:45 STEEL CODE: AISC 360-16 LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (20.00,0.00) Beam Size (User Selected) = W21X44 Fy = 36.0 ksi Total Beam Length (ft) = 20.00 Distance to Adjacent Beam on Left (ft) = 1.0 Distance to Adjacent Beam on Right (ft) = 1.0 COMPOSITE PROPERTIES (Not Shored): Left Right Deck Label Concrete thickness (in) 3.25 3.25 Unit weight concrete (pcf) 110.00 110.00 f'c (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W2 Formlok VERCO W2 Formlok beff (in) = 12.00 Y bar(in) = 12.84 Mnf (kip-ft) = 387.27 Mn (kip-ft) = 376.85 C (kips) = 85.51 PNA (in) = 13.74 Ieff (in4) = 1266.78 Itr (in4) = 1300.01 Stud length (in) = 4.75 Stud diam (in) = 0.75 Stud Capacity (kips) Qn = 17.1 Rg = 1.00 Rp = 0.60 # of studs: Full = 12 Partial = 7 Actual = 10 Number of Stud Rows = 1 Percent of Full Composite Action = 85.98 Top flange braced by decking for Composite condition. Top flange braced by decking for Pre-composite condition. LINE LOADS (k/ft): Load Dist (ft) DL CDL LL PartL CLL 1 0.000 0.044 0.044 0.000 0.000 0.000 20.000 0.044 0.044 0.000 0.000 0.000 2 0.000 0.836 0.000 2.535 0.000 0.000 20.000 0.836 0.000 2.535 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 51.12 kips 1.00Vn = 156.49 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center PreCmp+ 1.4DL 3.1 10.0 0.0 1.00 0.90 257.58 Init DL 1.4DL 3.1 10.0 --- --- Max + 1.2DL+1.6LL 255.6 10.0 --- --- 0.90 339.17 Controlling 1.2DL+1.6LL 255.6 10.0 --- --- 0.90 339.17 REACTIONS (kips): Left Right Initial reaction 0.44 0.44 DL reaction 8.80 8.80 Max +LL reaction 25.35 25.35 Max +total reaction (factored) 51.12 51.12 P1.51 (E) W21X44 with (E)+(N) loads 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 Gravity Beam Design RAM SBeam v07.00.00 04/30/24 07:31:45 DEFLECTIONS: Ratio Initial load (in) at 10.00 ft = -0.007 L/D = 3684 3 Live load (in) at 10.00 ft = -0.248 L/D = 966 > 360 0.37 Post Comp load (in) at 10.00 ft = -0.330 L/D = 727 > 240 0.33 Net Total load (in) at 10.00 ft = -0.337 L/D = 712 > 240 0.34 Page 2/2 P1.52 Deflection -0.4 0.0 Max DL Shear = 10.56 kips Max Shear = 51.12 kips Max Pos Moment = 255.61 kip-ft at 10.000 ft D2-D1=0.025" FROM MID Deflection per 12' is < 1/8 "D2=0.088 in @ midD1=0.063 in @ mid 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM AW AW 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City Official Requesting Review: City Reference #: __________________________ City / County: _____________________________________ Date: __________________________________ Contact Name: _____________________________________ E-Mail: __________________________________ Title: _____________________________________ Phone #: _________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County: OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 08/30/2021 6 E Hutton Center Dr Unit# 625 & 6509/23/2024 3300 Irvine Ave Suite 125 | Newport Beach, CA | 92660 September 18, 2024 City of Santa Ana Building Department 20 Civic Center Plaza Santa Ana, CA 92701 Project: X Engineering Suite 625 & 650 Project #: 101119634-35 To Whom It May Concern Kelly Marko is an authorized representative of Destination West Builders. She may receive the payment links from the city for plan check # 101119634-35 // X Engineering Suite 625 & 650 Thank you, Jon Archer Owner Jon@destinationwestbuilders.com ________________________________ 6 E Hutton Center Dr Unit# 625 & 6509/23/2024