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HomeMy WebLinkAbout6 E Hutton Center Dr # 850 & 860 - 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 AND PROPOSED 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 CONSTRUCTION PLAN A-30.0 WALL PARTITION AND HEAD DETAILS 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 OCCUPANCY:B-OFFICE SPRINKLER BUILDING:FULLY SPRINKLERED NUMBER OF FLOORS:13 TOTAL FLOOR AREA:±22,457 SQ. FT. AREA OF WORK:±520 SQ. FT. SCOPE OF WORK: NEW DEMISING WALL LOCATION BETWEEN EXISTING SUITE 850 AND 860. EXISTING SUITE 850 CHANGED FROM ±3,809 SQ. FT. TO ±4,210 SQ. FT AND EXISTING SUITE 860 CHANGED FROM ±2,492 SQ. FT. TO ±2,093 SQ. FT. NEW WALL 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 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 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. SUITE 850 & 860 DEMISING WALL 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 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. SUITE 850 & 860 DEMISING WALL 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 DATE DESCRIPTION DELTA 05/17/24 ISSUE FOR PLANNING 05/20/24 ISSUE FOR PLAN CHECK DATE DESCRIPTION DELTA 05/17/24 ISSUE FOR PLANNING 05/20/24 ISSUE FOR PLAN CHECK AREA NOT IN CONTRACT, (N.I.C.) SUITE 800 SUITE 880 SUITE 860 SUITE 850 SUITE 840 SUITE 820 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 NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ARC , E CSAE O CA L ,O RN,ABldg# 101119469-70 APPROVALS: PLNG - ASevilla BLDG - TLe POLICE - BMartin 6 E Hutton Center Dr # 850 & 860 - 101119469-70 7/24/2024 09 00 00 FINISHES CONTINUED01 00 00 GENERAL REQUIREMENTS CONTINUED01 00 00 GENERAL REQUIREMENTS CONTINUED01 00 00 GENERAL REQUIREMENTS08 00 00 OPENINGS CONTINUED3 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 REQUIREMENTS1 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 ELECTRICITY2) BOARD OF FIRE UNDERWRITERS2 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 UTILITIES1 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 ENCLOSURES1 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 CONTROLS1 "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 REQUIREMENTS1 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 CONSTRUCTION1 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 PATCHING1 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 MANAGEMENT1 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 DEMOLITION02 41 19.16 - SELECTIVE INTERIOR DEMOLITION1 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, SAFETY1 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 PROCEDURES1 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 REQUIREMENTS1 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 NEW DEMISING WALL LOCATION BETWEEN EXISTING SUITE 850 AND 860. EXISTING SUITE 850 CHANGED FROM ±3,809 SQ. FT. TO ±4,210 SQ. FT AND EXISTING SUITE 860 CHANGED FROM ±2,492 SQ. FT. TO ±2,093 SQ. FT. NEW WALL 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 - ALTERNATES1 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 PROCEDURES1 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 PROCEDURES1 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 PROCEDURES1 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 COORDINATION1 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 DOCUMENTATION1 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 OPENINGS08 10 00 - DOORS AND FRAMES1 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 FINISHES09 22 16.13 - NON-STRUCTURAL METAL STUD FRAMING1 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 # 13-1.115 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 BOARD1 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 - TILING1 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 TILING1 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 - CEILINGS1 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 WALL13 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 - FLOORING1 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 COMPOSITES06 41 00 - ARCHITECTURAL WOOD CASEWORK1 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 CARPENTRY1 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 OPERATIONS02 41 00 DEMOLITION CONTINUED2 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 HARDWARE1 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 RESERVEDSHEET TITLE:SHEET NO:SEAL AND STAMP:CONSULTANTS:PROJECT:CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO -NEW JERSEY - NEW YORK6083 Bristol ParkwayCulver City, CA 9023018600 MacArthur Blvd., Suite 100 Irvine, CA 92612515 South Flower Street, Suite 1200Los Angeles, CA 90071T 310.553.3252T 949.724.8958T 213.929.1400DRAWINGS ISSUE485C US Route 1 South, Suite 105Iselin, NJ 08830T 848.200.1200711 3rd Ave., 6th FloorNew York, NY 10017T 917.512.6688www.saaia.comT 415.390.6793NOT FOR CONSTRUCTIONIF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USINGRECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENTACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO 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, #502San Francisco, CA 94105A-0.204/10/24AWJN/MP634495GENERAL NOTESSUITE 850 & 860DEMISING WALL6 E HUTTON CENTREDRIVESANTA ANA, CA 92707DATE DESCRIPTION DELTA05/17/24 ISSUE FOR PLANNING05/20/24 ISSUE FOR PLAN CHECKNELSONALGAZENo. C-21090REN. 03/31/2025L,CENSE' ARC+,7EC7S7A7E O) CAL,)ORN,A6 E Hutton Center Dr # 850 &860 - 101119469-707/24/2024 09 00 00 FINISHES CONTINUED10 00 00 SPECIALITIES10 44 16 - FIRE EXTINGUISHERS1 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 FURNISHINGS12 21 00 - WINDOW BLINDS1 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 SPECIFICATION21 00 00 FIRE SUPPRESSION1 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 PLUMBING1 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 HVAC1 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 CONTINUED26 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 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 CONTINUED4 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 COVERPLATE8 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 LIGHTING1 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 FLOORING1 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 ACCESSORIES1 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 - CARPETING1 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 - WALLCOVERINGS1 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 COATING1 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 RESERVEDSHEET TITLE:SHEET NO:SEAL AND STAMP:CONSULTANTS:PROJECT:CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO -NEW JERSEY - NEW YORK6083 Bristol ParkwayCulver City, CA 9023018600 MacArthur Blvd., Suite 100 Irvine, CA 92612515 South Flower Street, Suite 1200Los Angeles, CA 90071T 310.553.3252T 949.724.8958T 213.929.1400DRAWINGS ISSUE485C US Route 1 South, Suite 105Iselin, NJ 08830T 848.200.1200711 3rd Ave., 6th FloorNew York, NY 10017T 917.512.6688www.saaia.comT 415.390.6793NOT FOR CONSTRUCTIONIF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USINGRECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENTACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO 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, #502San Francisco, CA 94105A-0.304/10/24AWJN/MP634495GENERAL NOTES ANDSPECIFICATIONSSUITE 850 & 860DEMISING WALL6 E HUTTON CENTREDRIVESANTA ANA, CA 92707DATE DESCRIPTION DELTA05/17/24 ISSUE FOR PLANNING05/20/24 ISSUE FOR PLAN CHECKNELSONALGAZENo. C-21090REN. 03/31/2025L,CENSE' ARC+,7EC7S7A7E O) CAL,)ORN,A6 E Hutton Center Dr # 850 &860 - 101119469-707/24/2024 A A0.2"2.3"-2.4"NOMINAL0.9"AT BASE0.45"AT TOP2.3"-2.4"NOMINAL(b) TYPICAL SECTION A-A(a) TYPICAL PLANTITLE 24 ACCESSIBILITY COMPLIANT TRUNCATEDDOME/DETECTABLE WARNING SYSTEM.TACTILE PANELS TO BE: DURABLE FOR MEDIUMTRAFFIC AND HIGH IMPACT RESISTANCE, TO BEFEDERAL APPROVED COLOR STANDARD YELLOW, SLIPRESISTANCE, AND DESIGNED FOR VISUALLY IMPAIREDTO FEEL THE RAISED TRUNCATED DOMES WITH THEIRFEET IN COMBINATION WITH THE TAPPING CANE.TACTILE PANELS TO BE SURFACE-APPLIED TO EXISTINGPARKING SURFACE AND CURB RAMP. CAULK ALLAROUND ENTIRE INSTALLATION OF BEVELED TACTILEPANEL EDGES. GENERAL CONTRACTOR TO ENSURETHE CHANGE IN LEVEL OF TACTILE PANEL EDGES TOEXISTING SURFACE DO NOT EXCEED 1/4" HEIGHTMAX. OR 1/2” HEIGHT MAX. WITH BEVEL.TRUNCATED DOMES/DETECTABLE WARNING SYSTEM∅0.45-0.47"∅0.9-0.92"PATH OF TRAVELHUTTON CENTER DRIVEFIRE ACCESSFIRE ACCESSPARKING STRUCTURENO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKING1ST LEVEL6 HUTTON5 HUTTONMAINENTRYEX. ACESSIBLEELEVATORS5"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 WHEELCHAIR, BLUE BACKGROUND, TYP. PER CBC 2022 SEC. 11B-703.7.2.1. 24" MINR 8 1/4"28" MINSTANDARD STALLSEE PLANSEE PLANACCESIBLE STALL9' - 0" MIN TYP.5'-0" MIN TYP.8'-0" MIN @ VAN2' - 0"18'-0" MIN.4'-0" MIN.O.C. MAX36" TYP.A-0.5A120" CONCRETE CURBCONCRETE CURBCONCRETE WHEEL STOP4" 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.NOPARKINGWITHIN THE LOADING ANDUNLOADING ACCESS AISLE PAINTTHE WORDS "NO PARKING" IN12" HIGH LETTERS MIN.LANDSCAPE AND PAVEMENT WHERE OCCURSNOTE:PAINT DIRECTIONAL ARROWS AT DRIVEWAY AND ENTRY PARKING AS REQUIRED PER CITYSTANDARDSA-0.5A8A-0.5A19ACCESS AISLENOTE: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" OVERIDEPARKING STALLPRE-CAST CONC.WHEEL STOPCONCRETE ORA.C. PAVINGNO. 4 REBARNOTE:USE 6'-0" LONG WHEEL STOP AT DOUBLE STALL CONDITIONSCENTERED ON STRIPINGUSE 4'-0" LONG WHEEL STOP AT SINGLE STALL CONDITIONS1'-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 15090R99C (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" MINNOTE: 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 FOOTINGFINISH GRADE / PAVEMENT2" X 3" C 3/16" GLAV. STEEL TUBE AND PAINTED,CAP TUBE ENDVAN ACCESSIBLE SIGN WITH WHITE BEADEDTEXT OR EQUAL ON BLUE BACKGROUND.WHERE OCCURS.12" X 24" REFLECTORIZED SIGN. SYMBOL & TEXTSHALL BE WHITE ON BLUE BACKGROUND WITH"MINIMUM FINE $250"COLOR:BORDER & LEGEND - WHITE (RETROREFLECTIVE)BACKGROUND - BLUE (RETROREFLECTIVE)-A-0.5A2080" 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 PHONENUMBER BY OWNER, PRIOR TO FABRICATION.12 GA. GALV. SHEET METAL (NOT ROLLED)WHITE LETTERS, 1" MIN. HEIGHTNOTE:1. HELVETICA MEDIUM - UPPER AND LOWER CASE 1" LETTER.2. BLANK SPACES ARE TO BE FILLED IN WITH THE APPROPRIATE INFORMATIONAS PERMANENT PART OF THE SIGNCL3'-6"MOUNTING HEIGHTCOMMON PATH OF TRAVELPARTITION LEGENDSITE ENTRANCE SIGNAGE. SEE DETAIL 13/A-0.5.PARKING SPACE SIGNAGE. SEE DETAIL 19/A-0.5 AND 20/A-0.5.KEYNOTESPARKING 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 TRAVELEGRESS PATH OF TRAVEL12345(a) PERPENDICULAR CURB RAMP(b) PARALLEL CURB RAMP2.0% MAX2.0% MAX.2.0% MAX8.3% MAX.10.0% MAX10.0% MAX2.0% MAX.5.0% MAX.5.0% MAX.SLOPE OF ADJOININGGUTTER OR ROADWAY2.0% MAX2.0% MAX.8.3% MAXNOTES: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, ORPARKING 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 CURBRAMPS) 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 PROVIDEDBEYOND AND FREE OF ANY DETECTABLE WARNINGS EXCEPT AS FOLLOWS:·IF TECHNICALLY INFEASIBLE TO PROVIDE A 72" WIDE TURNING SPACE THE DEPTH OF DETECTABLEWARNINGS MAY BE REDUCED TO 24" MIN.·EXISTING PARALLEL CURB RAMPS PERMITTED OR INSTALLED PRIOR TO JULY 1, 2021 AND CONFORMINGTO THE APPLICABLE CODE AT THE TIME OF INSTALLATION ARE EXEMPT FROM THIS REQUIREMENT.GUTTERDETECTABLE WARNING TO EXTENDTHE FULL WIDTH OF THE CURB RAMPUP TO WITHIN 2" MAX ON EITHER SIDEGUTTERDETECTABLE WARNING TO EXTENDTHE FULL WIDTH OF THE CURB RAMPUP TO WITHIN 2" MAX ON EITHER SIDE18-18-2.0% MAX.2.0% MAXMAYBE REDUCED TO 24" MIN. IN CASE OF TECHNICAL INFEASIBILITYEXISTING CONFORMING CURB RAMPS EXEMPT48" MIN.TOP LANDING48" MIN.TURNING SPACE48" MIN.TURNING SPACETOP LANDING AT LEAST AS WIDEAS RAMP WIDTH48" MIN. WIDTH36" 48" MIN. WIDTHTOP LANDING AT LEAST ASWIDE AS RAMP WIDTH48" MIN.TOP LANDING6" MIN. TO 8" MAX.6" MIN. TO 8" MAX.36" MIN.CURB WIDTH36"1444452TYP.3TYP.SCALE:1" = 1'-0"PARKING SPACE EMBLEM112SCALE:1/8" = 1'-0"TYPICAL PARKING STALLS117SCALE:1" = 1'-0"'NO PARKING' PAVEMENT MARKING18SCALE:1 1/2" = 1'-0"CONCRETE WHEEL STOP116SCALE:1 1/2" = 1'-0"ACCESSIBLE PARKING SIGNS20SCALE:3/4" = 1'-0"POST-MOUNTED ACCESSIBLE SIGNAGE19SCALE:1 1/2" = 1'-0"ENTRY SIGNAGE113NDATE: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 RESERVEDSHEET TITLE:SHEET NO:SEAL AND STAMP:CONSULTANTS:PROJECT:CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO -NEW JERSEY - NEW YORK6083 Bristol ParkwayCulver City, CA 9023018600 MacArthur Blvd., Suite 100 Irvine, CA 92612515 South Flower Street, Suite 1200Los Angeles, CA 90071T 310.553.3252T 949.724.8958T 213.929.1400DRAWINGS ISSUE485C US Route 1 South, Suite 105Iselin, NJ 08830T 848.200.1200711 3rd Ave., 6th FloorNew York, NY 10017T 917.512.6688www.saaia.comT 415.390.6793NOT FOR CONSTRUCTIONIF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USINGRECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENTACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO 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, #502San Francisco, CA 94105As indicatedA-0.5A04/10/24AWJN/MP634495SITE PLAN ANDACCESSIBILITY PATH OFTRAVELSUITE 850 & 860DEMISING WALL6 E HUTTON CENTREDRIVESANTA ANA, CA 92707SCALE:NTSCURB RAMPS15SCALE:NTSTRUNCATED DOMES18DATE DESCRIPTION DELTA05/17/24 ISSUE FOR PLANNING05/20/24 ISSUE FOR PLAN CHECKSCALE:1" = 50'-0"SITE PLAN1NELSONALGAZENo. C-21090REN. 03/31/2025L,CENSE' ARC+,7EC7S7A7E O) CAL,)ORN,A6 E Hutton Center Dr # 850 &860 - 101119469-707/24/2024 (5TH LEVEL SIM.)4TH LEVELPARKING STRUCTURENO PARKINGNO PARKINGNO PARKING NO PARKINGNO PARKINGNO PARKINGPARKING STRUCTURE6TH LEVELNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKING5'-0"18'-0"4'-0"5'-0" 9'-0" 9'-0"25'-0"MIN9'-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"TYP30'-6"10'-0"4'-0"18'-0"10'-0"4.7 %SLOPENO PARKING 9'-0" WIDE STANDARD STALLS BEYONDSLOPE4.7 %NOSLOPE9'-0" WIDE STANDARD STALLSNO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING SLOPE2% 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=1.1C=0.9EXISTING WALKWAY TOENTRANCE DOORS2% SLOPE OR LESSR=0.3C=0.4R=0.3C=0.4R=1.2C=0.3R=0.7C=0.2R=0.9C=1.9NO PARKING NO PARKING VANACCESSIBLENO PARKING NO PARKING NO PARKING NO PARKING VANACCESSIBLEVANACCESSIBLEVANACCESSIBLE39'-0" 5'-0"9'-0"TYP2'-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"NO PARKING2% OR LESSSLOPENOPARKINGLINEBLUENO PARKING NO PARKING NOPARKINGNOPARKINGEXISTING COMPACTSTALLS TO REMAINEXISTING COMPACTSTALLS TO REMAINDATE: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 RESERVEDSHEET TITLE:SHEET NO:SEAL AND STAMP:CONSULTANTS:PROJECT:CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO -NEW JERSEY - NEW YORK6083 Bristol ParkwayCulver City, CA 9023018600 MacArthur Blvd., Suite 100 Irvine, CA 92612515 South Flower Street, Suite 1200Los Angeles, CA 90071T 310.553.3252T 949.724.8958T 213.929.1400DRAWINGS ISSUE485C US Route 1 South, Suite 105Iselin, NJ 08830T 848.200.1200711 3rd Ave., 6th FloorNew York, NY 10017T 917.512.6688www.saaia.comT 415.390.6793NOT FOR CONSTRUCTIONIF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USINGRECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENTACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO 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, #502San Francisco, CA 94105As indicatedA-0.5B04/10/24AWJN/MP634495SITE PLAN ANDACCESSIBILITY PATH OFTRAVELSUITE 850 & 860DEMISING WALL6 E HUTTON CENTREDRIVESANTA ANA, CA 92707DATE DESCRIPTION DELTA05/17/24 ISSUE FOR PLANNING05/20/24 ISSUE FOR PLAN CHECKSCALE:1" = 30'-0"PARKING STRUCTURE 4TH FLOOR1SCALE:1" = 30'-0"PARKING STRUCTURE 6TH FLOOR2SCALE:1/16" = 1'-0"PARKING STRCUTURE 6TH FLOOR3SCALE:1/16" = 1'-0"PARKING STRCUTURE 6TH FLOOR4SCALE:1/16" = 1'-0"PARKING STRCUTURE 4TH & 5TH LEVELS5NELSONALGAZENo. C-21090REN. 03/31/2025L,CENSE' ARC+,7EC7S7A7E O) CAL,)ORN,A6 E Hutton Center Dr # 850 &860 - 101119469-707/24/2024 PARTITION LEGENDKEYNOTESTACTILE "EXIT STAIR DOWN" SIGNAGE. SEE DETAIL #2TACTILE 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.EXITROUTECORRESPONDINGGRADE II BRAILLELINE OF FINISHED FLOOR48" 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"EXITSTAIRDOWNCORRESPONDINGGRADE II BRAILLELINE OF FINISHED FLOOR48" 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 01LEVEL1CORRESPONDINGGRADE II BRAILLE1" HIGHLINE OF FINISHED FLOOR60" MAX.1 1/2" TEXT5" TEXT12" MIN.18" MIN.EXISTING PARTITIONEXISTING DOOR, DOOR FRAME AND DOOR HARDWARE IS TO REMAIN AT LOCATION SHOWN.NEW PARTITIONAREA NOT IN CONTRACT (N.I.C.)COMMON PATH OF TRAVELEGRESS PATH OF TRAVELCEILING 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 TRAVEL123TACTILE "EXIT ROUTE" SIGNAGE. SEE DETAIL #1SFECBUILDING STANDARD SEMI-RECESSED FIRE EXTINGUISHER CABINETTACTILE EXIT SIGNSTACTILE EXIT SIGNPERMANENT 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.EXITEQ EQ60" MAX.CORRESPONDING GRADE II BRAILLE48" MIN..NOTES1. 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 DIMENSIONSDOT 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-703.7.2.1SUITE 880SUITE 860SUITE 850SUITE 840SUITE 820SUITE 800EXIT #1EXIT #22323A-0.7115'-8" LF TO EXIT #2 155'-2" LF TO EXIT #166'-4"41' - 4"102'-2" LF TO EXIT #269'-4" LF TO EXIT #160'-10" 60'-11" LF TO EXIT #2111'-2" LF TO EXIT #171'-8"RECEPTION /WAITINGBREAK AREACOPYSTORAGECONFERENCEROOMBREAK AREASFEC1111111111SERVER RM.122' - 7"SCALE:NTSSYMBOL OF ACCESSIBILITY SIGNAGE5OCCUPANT CALCULATIONEXIT CALCS SPRINKLERED BUILDINGMAXIMUM TOTAL # OF OCCUPANTSTOTAL OCCUPANT SQUARE FOOTAGE# OF EXITS REQUIRED FOR TABLE 1006.3.3# OF EXITS FOR SUITE28±6,91011REQUIRED EXIT WIDTH (INCHES)REQUIRED STAIR WIDTH (INCHES)72" PROVIDED84" PROVIDED0.2 X 96 = 19.2"REQUIRED0.3 X 96 = 28.8"REQUIREDDATE: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 RESERVEDSHEET TITLE:SHEET NO:SEAL AND STAMP:CONSULTANTS:PROJECT:CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO -NEW JERSEY - NEW YORK6083 Bristol ParkwayCulver City, CA 9023018600 MacArthur Blvd., Suite 100 Irvine, CA 92612515 South Flower Street, Suite 1200Los Angeles, CA 90071T 310.553.3252T 949.724.8958T 213.929.1400DRAWINGS ISSUE485C US Route 1 South, Suite 105Iselin, NJ 08830T 848.200.1200711 3rd Ave., 6th FloorNew York, NY 10017T 917.512.6688www.saaia.comT 415.390.6793NOT FOR CONSTRUCTIONIF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USINGRECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENTACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO 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, #502San Francisco, CA 94105As indicatedA-0.5C04/10/24AWJN/MP634495EXIT ROUTES AND TACTILESIGNAGESUITE 850 & 860DEMISING WALL6 E HUTTON CENTREDRIVESANTA ANA, CA 92707*NOTE: PER CBC 303.1.2 SMALL ASSEMBLY SPACESTHE 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.DATE DESCRIPTION DELTA05/17/24 ISSUE FOR PLANNING05/20/24 ISSUE FOR PLAN CHECKNSCALE:1/8" = 1'-0"EXIT ANALYSIS / COMMON PATH OF EGRESS DISTANCE / MAXIMUM TRAVEL DISTANCE / TACTILE EXIT SIGN LOCATIONS1EXIT ANALYSIS - SUITE 850USE SQUARE FOOTAGE LOAD FACTOR OCCUPANTS LOADRECEPTION/WAITING 196 15 13BREAK AREAOFFICE SPACE152 15 102,866 150 19COPYSTORAGE147 150 1122 300 1OCCUPANT CALCULATIONMAXIMUM TOTAL # OF OCCUPANTSTOTAL OCCUPANT SQUARE FOOTAGE# OF EXITS REQUIRED FOR TABLE 1006.3.3# OF EXITS FOR SUITE68±4,17523CONFERENCE ROOM 355 15 24EXIT ANALYSIS - SUITE 860USE SQUARE FOOTAGE LOAD FACTOR OCCUPANTS LOADOFFICE SPACE 1,841 150 13BREAK AREASERVER ROOM209 15 1425 300 1NELSONALGAZENo. C-21090REN. 03/31/2025L,CENSE' ARC+,7EC7S7A7E O) CAL,)ORN,A6 E Hutton Center Dr # 850 &860 - 101119469-707/24/2024 SUITE 880SUITE 860±2,093 SQ. FT.SUITE 850±4,210 SQ. FT.SUITE 840SUITE 820SUITE 800EXIT #1SUITE 880SUITE 860±2,492 SQ. FT.SUITE 850±3,809 SQ. FT.SUITE 840SUITE 820SUITE 800EXIT #1DATE: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 RESERVEDSHEET TITLE:SHEET NO:SEAL AND STAMP:CONSULTANTS:PROJECT:CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO -NEW JERSEY - NEW YORK6083 Bristol ParkwayCulver City, CA 9023018600 MacArthur Blvd., Suite 100 Irvine, CA 92612515 South Flower Street, Suite 1200Los Angeles, CA 90071T 310.553.3252T 949.724.8958T 213.929.1400DRAWINGS ISSUE485C US Route 1 South, Suite 105Iselin, NJ 08830T 848.200.1200711 3rd Ave., 6th FloorNew York, NY 10017T 917.512.6688www.saaia.comT 415.390.6793NOT FOR CONSTRUCTIONIF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USINGRECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENTACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO 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, #502San Francisco, CA 941053/32" = 1'-0"A-0.5D04/10/24AWJN/MP634495EXISTING AND PROPOSEDFLOOR PLANSUITE 850 & 860DEMISING WALL6 E HUTTON CENTREDRIVESANTA ANA, CA 92707NSCALE:3/32" = 1'-0"PROPOSED 8TH FLOOR PLAN2DATE DESCRIPTION DELTA05/17/24 ISSUE FOR PLANNING05/20/24 ISSUE FOR PLAN CHECKSCALE:3/32" = 1'-0"EXISTING 8TH FLOOR PLAN1NNELSONALGAZENo. C-21090REN. 03/31/2025L,CENSE' ARC+,7EC7S7A7E O) CAL,)ORN,A6 E Hutton Center Dr # 850 &860 - 101119469-707/24/2024 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 BARRIERNOTE: IN ALTERATIONS, WHERE THE EXTENSION OF THE HANDRAILIN THE DIRECTION OF STAIR FLIGHT WOULD CREATE A HAZARD, THEEXTENSION OF THE HANDRAIL MAY BE TURNED 90 DEGREES FROMTHE DIRECTION OF THE STAIR FLIGHT.11B-505.511B-505.611B-504.4.111B-505.2CONTRASTING COLOR STRIPE SHALL BE 2"-4" WIDE, POSITIONED PARALLEL TO ANDNOT MORE THAN 1" AWAY FROM THE NOSE. THE STRIPE SHALL EXTEND THE FULLWIDTH OF THE STEP AND SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIPRESISTANT 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 LOWERTREAD MARKED BY A COLOR STRIPE PROVIDING CLEAR VISUAL CONTRAST.2.EXTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND ALL TREADSMARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.PROVIDE CONTINUOUSHANDRAILS ON BOTHSIDES OF THE STAIRSFOR THE FULL LENGTHOF EACH STAIR FLIGHTHANDRAIL EXTENSIONS MUST BE PROVIDEDAT THE TOP AND BOTTOM OF EACH STAIR FLIGHT AND MUSTRETURN TO A WALL, GUARD, OR THE LANDING SURFACE OR SHALLBE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHTNOTE: INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRSSHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS1 1/2"MIN.1 1/2"MIN.1" MAX.2"-4"CONTRASTING COLOR STRIP11B-504.4.111B-505.1011B-505.10(B) SECTION/ELEVATION(B-ALT) ALT. SECTION/ELEVATION34" - 38"PLUS (1) TREAD DEPTH MIN12".12"MIN.11" MIN. UNIFORMTREAD DEPTH4"-7" UNIFORMRISER HEIGHTX<27"12"MINNOTE: 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-505.1011B-505.1011B-505.1011B-505.7.14"-6 1/4" PERIMETER4"-6 1/4" PERIMETER(D) NON-CIRCULAR HANDRAIL SECTION PROFILES (3" = 1'-0" SCALE)2 1/4"2 1/4"11B-505.7.2*EXCEPTIONS1. THE CLEAR WIDTH SHALL BE PERMITTED TO BEREDUCED TO 32" MIN. FOR A LENGTH OF 24" MAX.PROVIDED THAT REDUCED WIDTH SEGMENTS ARESEPARATED BY SEGMENTS THAT ARE 48" LONG MIN.AND 36" WIDE MIN.2. THE CLEAR WIDTH FOR WALKING SURFACES INCORRIDORS SERVING AN OCCUPANT LOAD OF 10 ORMORE SHALL BE 44" MIN.3. THE CLEAR WIDTH FOR SIDEWALKS AND WALKSSHALL BE 48" MIN.. WHEN, BECAUSE OFRIGHT-OF-WAY RESTRICTIONS, NATURAL BARRIERSOR OTHER EXISTING CONDITIONS, THE ENFORCINGAGENCY DETERMINES THAT COMPLIANCE WITH THE48" CLEAR SIDEWALK WIDTH WOULD CREATE ANUNREASONABLE HARDSHIP, THE CLEAR WIDTH MAYBE REDUCED TO 36".4. THE CLEAR WIDTH FOR AISLES SHALL BE 36" MIN. IFSERVING ELEMENTS ON ONLY ONE SIDE, AND 44"MIN. IF SERVING ELEMENTS ON BOTH SIDES.5. THE CLEAR WIDTH FOR ACCESSIBLE ROUTES TOACCESSIBLE TOILET COMPARTMENTS SHALL BE 44"EXCEPT FOR DOOR-OPENING WIDTHS AND DOORSWINGS.(B) EXCEPTION 1(A) MINIMUM CLEAR WIDTH, MAX. SLOPE2.0% 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 ASPHERE MORE THAN 1/2" IN DIAMETER. ELONGATEDOPENINGS MUST BE PERPENDICULAR TO THEDOMINANT DIRECTION OF TRAVEL.CHANGES IN LEVEL ARE NOT PERMITTED WITHIN THECLEAR 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 SPACE11B-305.5 11B-305.511B-302.111B-302.311B-305.211B-305.411B-305.69" MIN.8" MIN.27" MIN.11" MIN.25" MAX.30" MIN.(A) KNEE CLEARANCE ELEVATION(B) KNEE CLEARANCE PLAN17"-25"30" MIN.9"6" MAX.(A)ELEVATION(B)PLAN11B-306.3 11B-306.311B-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" MAX44" MAX.(a) (b)OBSTRUCTED HIGH FORWARD REACHOBSTRUCTED HIGH SIDE REACH11B-308.2.111B-308.3.111B-308.2.211B-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 OBJECTS11B-307.211B-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 SIDE18"MIN.60" MIN.48" MIN.ADD 12" IF A CLOSER ANDLATCH ARE PROVIDEDADD 6" AT EXTERIOR SIDEOF EXTERIOR DOORS60" MIN.36" MIN.42" MIN.22" MIN.48" MIN.24" MIN.42" MIN.24" MIN.ADD 4" IF CLOSER AND LATCH IS PROVIDED11B-404.2.4.111B-404.2.4.111B-404.2.4.111B-404.2.4.111B-404.2.4.111B-404.2.4.1ADD 4" IF CLOSER AND LATCH IS PROVIDED(A) RECESSED DOOR, PULL SIDE(B) RECESSED DOOR PUSH SIDE18"MIN.48" MIN.ADD 12" IF ACLOSER ANDLATCH AREPROVIDEDADD 6" ATEXTERIOR SIDEOF EXTERIORDOORS60" MIN.X>8"X>8"3'-0"11B-404.2.4.111B-404.2.4.111B-404.2.6 11B-404.2.611B-404.2.611B-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 HANDRAILSON BOTH SIDES OF RAMP FOR THEFULL LENGTH OF EACH RAMP RUN1 1/2"MIN.1 1/2"MIN.TOP LANDING WITH A CHANGEIN DIRECTION SHOWNPROVIDE EDGE PROTECTION ATEACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMPLANDINGS WHERE A CHANGE IN LEVEL OCCURS.EXCEPTIONS:1. WHERE RAMPS ARE NOT REQUIRED TO HAVEHANDRAILS AND AT CURB RAMP FLAIRS NOT STEEPER THAN 1:10 HAVE FLARED SIDES.2.ON THE SIDES OF RAMP LANDINGS SERVING ANADJOINING RAMP RUN OR STAIR.3.WHERE AN ABRUPT CHANGE IN LEVEL OF 1/2"MAX. OCCURS WITHIN 10" OF THE MINIMUMLANDING 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 BOTTOMLANDINGS OF EACH RAMP RUN AND MUSTRETURN TO A WALL, GUARD, OR THE LANDINGSURFACE OR SHALL BE CONTINUOUS TO THEHANDRAIL OF AN ADJACENT RAMP RUN.NOTE: INSIDE HANDRAILS ON SWITCHBACK ORDOGLEG RAMPS SHALL BE CONTINUOUSBETWEEN FLIGHTS OR RUNSHANDRAILS MAY PROJECT INTO THEREQUIRED CLEAR WIDTH OF THERAMP AT EACH SIDE A MAXIMUM OF3 1/2" AT THE HANDRAIL HEIGHTAT LEAST AS WIDE AS THEWIDEST RAMP RUN (TYP.)60" MIN.BOTTOM LANDING5'-0" MINIMUMINTERMEDIATE LANDING(STRAIGHT)5'-0" MINIMUMINTERMEDIATE LANDING(CHANGE IN DIRECTION)60" MINIMUMINTERMEDIATE LANDING(CHANGE IN DIRECTION)5'-0" MINIMUMTOP LANDINGRAMP RUNDOWNRAMP RUNDOWNRAMP RUNDOWN5'-0" MINIMUMTOP LANDINGNOTES:·THE CLEAR WIDTH OF A RAMP RUN MUST BE 48" MINIMUM.·WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES ARE PERMITTEDTO OVERLAP THE REQUIRED LANDING AREA. DOORS, IN ANY POSITION, MUST NOT REDUCE THE MINIMUMDIMENSION OF THE RAMP LANDING TO LESS THAN 42"·LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER.BOTTOM LANDING11B-40511B-40511B-505.10.111B-505.10.111B-1012.4X>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" PERIMETER4"-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 SPHEREGUIDE RAIL POSITIONED TO PREVENTTHE PASSAGE OF A 4" DIAMETER SPHERE(D) EDGE PROTECTION - BARRIER(D) EDGE PROTECTION - CURB43" MAX> 66"34" - 44"404.2.11 VISION LIGHTSDOORS, 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 SURFACESSWINGING 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 COMPLYWITH 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 GROUND7" - 8"30" - 44"5" MAX.35" MIN.2" MIN.VERTICAL ACTUATION BARWHERE PUSH PLATES ARE PROVIDED THERE SHALL BE TWO PUSH PLATESPUSH PLATE 4" SQUARE OR 4 " DIAMETER MINIMUMINT'L SYMBOL OF ACCESSIBILITY, TYPICAL.SCALE:3/8" = 1'-0"STAIRWAYS 13SCALE:1/4" = 1'-0"ACCESSIBLE ROUTE MIN. WIDTH1SCALE:1/4" = 1'-0"REQUIRED CLEAR FLOOR SPACE5SCALE:3/8" = 1'-0"KNEE & TOE CLEARANCE6SCALE:1/4" = 1'-0"OBSTRUCTED REACH3SCALE:3/8" = 1'-0"PROTRUDING OBJECTS7SCALE:1/4" = 1'-0"DOOR MANUEVERABILITY9SCALE:1/4" = 1'-0"RECESSED DOOR & GATES MANEUVERING10SCALE:1/4" = 1'-0"DOORS & GATES IN SERIES 11SCALE:3/8" = 1'-0"REDUCED VERTICAL CLEARANCE 12SCALE:1/4" = 1'-0"RAMPS 16SCALE:1/2" = 1'-0"DOOR ELEVATION (MANUAL)12SCALE:1" = 1'-0"EXTERIOR POWER DOOR CONTROL LOCATIONS14DATE: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 RESERVEDSHEET TITLE:SHEET NO:SEAL AND STAMP:CONSULTANTS:PROJECT:CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO -NEW JERSEY - NEW YORK6083 Bristol ParkwayCulver City, CA 9023018600 MacArthur Blvd., Suite 100 Irvine, CA 92612515 South Flower Street, Suite 1200Los Angeles, CA 90071T 310.553.3252T 949.724.8958T 213.929.1400DRAWINGS ISSUE485C US Route 1 South, Suite 105Iselin, NJ 08830T 848.200.1200711 3rd Ave., 6th FloorNew York, NY 10017T 917.512.6688www.saaia.comT 415.390.6793NOT FOR CONSTRUCTIONIF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USINGRECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENTACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO 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, #502San Francisco, CA 94105As indicatedA-0.6A04/10/24AWJN/MP634495BASE BUILDINGACCESSIBILITYSUITE 850 & 860DEMISING WALL6 E HUTTON CENTREDRIVESANTA ANA, CA 92707DATE DESCRIPTION DELTA05/17/24 ISSUE FOR PLANNING05/20/24 ISSUE FOR PLAN CHECKNELSONALGAZENo. C-21090REN. 03/31/2025L,CENSE' ARC+,7EC7S7A7E O) CAL,)ORN,A6 E Hutton Center Dr # 850 &860 - 101119469-707/24/2024 N.T.S2ACCESSIBLE DRINKING FOUNTAINN.T.S12ACCESSIBLE TOILET, URINAL, AND GRAB BARN.T.S15ACCESSIBLE ROLL-IN SHOWERN.T.S11ACCESSIBLE SINGLE-ACCOMMODATION TOILETN.T.S14ACCESSIBLE MULTI-ACCOMMODATION TOILETN.T.S10ACCESSIBLE ACCESSORIESN.T.S13ACCESSIBLE CLEARANCES @ DINING/WORK SURFACESN.T.S9ACCESSIBLE AMBULATORY COMPARTMENTTO CENTERLINEPARTITIONPLAN DIAGRAMSIDE ELEVATIONPLAN VIEWPLAN DIAGRAMPLANPLAN DIAGRAMWALLRIMURINAL SIDE ELEVATIONTOILET FRONT ELEVATIONTOILET SIDE ELEVATIONELEVATIONSECTION AT PARTITIONDINING AND/OR WORK SURFACELINE OF REQUIRED CLEARANCEDINING AND/OR WORK SURFACECLEAR FLOOR SPACECLNOTE:WHERE SIX OR MORE TOILET COMPARTMENTS ARE PROVIDED OR WHERE A COMBINATION OF URINALS ANDWATER CLOSETS TOTALS SIX OR MORE FIXTURES, AT LEAST ONE COMPARTMENT SHALL COMPLY WITHSECTION 11B-604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS.60" MIN.DIA. CLEAR30" x 48"CLEAR SPACEMEDICINE CABINETSANITARYNAPKIN VENDORCOMBINATION WASTE/TOWELUNITSTOWEL BAR CLOTHES HOOKBOTTOM EDGE OF REFLECTIVE SURFACE 40" MAX. ABOVEACCESSIBLE LAVATORY/COUNTER TOP. 35" AT ALL OTHERLOCATIONS EXCEPT FITTING/DRESSING ROOMS WHERE20" MAX AFF./18" MIN. WIDE/54" MIN. HEIGHT. FULLLENGTH 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 THELATCH. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE ORCLEARANCE REQUIRED FOR ANY FIXTURE.NOTE: TOILET ROOM FLOORS SHALLHAVE A STABLE, FIRM, SLIPRESISTANT SURFACE.OUTLETSSWITCHES/CONTROLSALONG ACCESSIBLE ROUTEMIRRORCONTROL AREASOAP DISHWITHIN REACHLIMITS OF SEATSINGLE LEVERCONTROL VALVEHAND HELD SPRAYER. UNIT TO HAVE ON/OFF CONTROLWITH NON-POSITIVE SHUT-OFF. CBC 11B-608.6. UNIT TODELIVER WATER THAT IS 120 DEGREES FAHRENHEITMAX. CBC 11B-608.6FOLDING SHOWER SEAT MAX. 6"FROM WALL WHEN FOLDEDNOTE: WHERE DRAINS ARE PROVIDED, GRATEOPENINGS ARE MAX. 1/4" AND FLUSH WITH FLOOR1/2" BEVELED LIP MAX.SLOPEMAX. 1/4"/ FT.59" MIN. HOSENOTE: TOILET ROOM FLOORS SHALL HAVE A STABLE,FIRM, SLIP RESISTANT SURFACE. PROVIDE A PRIVACYLATCH TO ENTRY DOOR.FLUSHACTIVATORWIDE SIDENO 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.℄℄OFFIXTURE60" MIN.DIA. CLEAR30"x48" CLEARFLOOR SPACE1. ALL DRINKING FOUNTAINS SHALL BE CONTAINED WITHIN ALCOVES ORCOMPLETELY BETWEEN WING WALLS SO AS TO NOT ENCROACH INTOTHE PEDESTRIAN WAYS. WING WALLS SHALL PROJECT FROM THE WALLAND REST ON THE FLOOR OR FLOAT NO MORE THAN 6" AFF.2. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4" HIGH MIN. ANDSHALL BE LOCATED 5" MAX. FROM THE FRONT OF THE UNIT. THE ANGLEOF THE WATER STREAM SHALL BE MEASURED HORZ. RELATIVE TO THEFRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3"OF THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALLBE 30 DEGREES MAX. WHERE SPOUTS ARE LOCATED 3"-5" MAX FROMTHE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE15 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. IFALCOVE DEPTH (X) IS GREATER THAN 24", THEN ALCOVE WIDTH (Y)MUST BE A MINIMUM OF 36" CLEARPLAN OF "HIGH-LOW"DRINKING FOUNTAINPLAN OF "HIGH-LOW"DRINKING FOUNTAINSECTION OF LOW DRINKINGFOUNTAIN"LOW" FOUNTAIN"HIGH" FOUNTAINNOTE: GRAB BARSTRUCTURAL STRENGTHSHALL COMPLY W/ CBC11B-609.8. GRAB BARSSHALL NOT ROTATE WITHINTHEIR FITTINGS AND SHALLHAVE ROUNDED EDGES.TYPICAL GRAB BAR SECTIONURINAL FRONT APPROACHCLEAR FLOORSPACEFLUSHACTIVATORWIDE SIDE19"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. CLEAR32" 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 SEAT22"-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.Y5" MAX.15" MIN.18" MIN.19" MAX.9" MIN.27" MIN. CLR.36" MAX @ SPOUT OUTLET8" MIN. KNEE CLR. 6" MAX.11"-17" KNEE CLR17"-25" TOE CLR1 1/2"CLR.12" MIN. CLR.1 1/4" - 2"NOMINAL1 1/2" CLR.44" MAX TOFLUSH CONTROL6' MAX.13 1/2" MIN.17" MAX.48" MIN.EQ. EQ.30" MIN.36" MIN. GRAB BAR24"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 BAR12"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.S4ACCESSIBLE CORRIDORS AND TURNINGN.T.S8ACCESSIBLE MINIMUM REACHN.T.S3ACCESSIBLE DOOR CLEARANCES-FRONT APPROACHN.T.S7ACCESSIBLE RESTROOM SIGNAGEN.T.S6ACCESSIBLE DOOR CLEARANCES-SIDE APPROACHN.T.S1ACCESSIBLE VESTIBULESN.T.S5ACCESSIBLE LAVATORYNOTES: FOR DOORS SERVING OTHER THAN A REQUIRED EXIT STAIRWAYHIGH FORWARD REACHACCESSIBLE PATH OF TRAVEL'X' < 48"MINIMUM CLEARANCES FOR SEATING AND TABLESCLOSETSSHELVESMINIMUM MANEUVERING CLEARANCES IN ALCOVESMAXIMUM FORWARD REACH OVER AN OBSTRUCTION(a) PULL SIDE (INTERIOR DOOR)(E) SLIDING DOOR(F) FOLDING DOORPUSH SIDEPULL SIDESIDE ELEVATIONPLAN VIEWBOTH DOORS OPEN OUTDOORS AT OPPOSITE WALLSDOORS AT ADJACENT WALLSDOOR IN SERIESLINE OF REQUIRED CLEARANCECLEAR FLOOR SPACEINSULATE HOT WATER PIPESAND DRAIN TO PROTECTAGAINST CONTACT.PROVIDE THIS ADDITIONALSPACE IF DOOR IS EQUIPPEDWITH BOTH A LATCH AND ACLOSERCL(D) LATCH SIDE APPROACHNOTE: 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 SIGNAGE1/8" RADIUSCORNERMENS RESTROOMNOTE:1. SIGNS SHALL HAVE NO SHARP EDGES, CORNERS WITH 1/8" MIN. RADIUS. 1/4" MIN. HIGH2. 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 WHERETHE WIDTH OF THE UPPERCASE LETTER 'O' IS 60% MIN. AND 110% MAX. HEIGHT OF THE UPPERCASELETTER "I". CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE SHALL BE 5/8" MIN. AND2" MAX. BASED ON LETTER "I". LETTER "I" STROKE THICKNESS SHALL BE 15% MAX. HEIGHT OF THECHARACTER. CHARACTER SPACING, RECTANGULAR, SHALL BE 1/8" MIN. AND 4 TIMES CHARACTERSTROKE WIDTH MAX. CHARACTER SPACING FOR OTHER THAN SQUARE, 1/16" MIN. AND 4 TIMESCHARACTER STROKE WIDTH, BUT SHALL MEET RECTANGULAR SPACING. CHARACTERS SHALL BESPACED FROM RAISED BORDERS 3/8" MIN.3. RAISED BRAILLE, GRADE 2, MARKING PER 2022 CBC SECTION 11B-703.WOMENS RESTROOMALL-GENDER RESTROOM60" A.F.F. 60" A.F.F. 60" A.F.F.NOTE: 2% MAX SLOPE AT EXTERIORLANDINGS ONLYLEVER OR U-SHAPED HANDLE34" MIN. TO 44" MAX. A.F.FCLEAR LEVEL LANDINGPROVIDE 12" MIN. IF DOOR ISEQUIPPED WITH BOTH A LATCHAND A CLOSERCLEAR LEVELLANDINGCLEAR LEVELLANDINGNOTE: PROVIDE BUMPER IN POCKET TOPREVENT DOOR FROM FULLY RECEDINGNOTE: AT PASS THROUGH KITCHENS,A MIN. 40 INCH CLEAR PATH. AT 'U'SHAPED OR DEAD-END KITCHENS,60 INCH MIN CLEAR. REACHDIAGRAMS APPLY TO EQUIPMENTAND REF/FREEZERCLEAR FLOOR SPACEPARALLEL APPROACHHIGH AND LOWSIDE REACH LIMITSMAX. SIDE REACH OVERAN OBSTRUCTIONNOTE:* CORRIDORS WITH OCCUPANCY OF 9 OR LESS** CORRIDORS WITH OCCUPANCY OF 10 OR MORE ALSO REFER TO OCCUPANT LOADFOR REQUIRED EGRESS WIDTH.MINIMUM CLEAR WIDTHFOR SINGLE WHEELCHAIRCLEAR WIDTH FOR TWO WHEELCHAIRS TO PASS PARALLELTHROUGH CORRIDORT-SHAPE 180° TURNSWHEELCHAIR TURNING SPACE180° TURNS AROUND AN OBSTRUCTIONTHE BOTTOM 10" OF ALL DOORSEXCEPT AUTOMATIC ANDSLIDING SHALL HAVE ASMOOTH, UNINTERRUPTEDSURFACE. [CBC 11B-404.2.10]8" MIN. KNEE CLR.9" MIN.27" MIN.29" MIN.34" MAX.11" MIN.6" MAX.17"- 19"DEPTH1'-6" MIN.TOCENTERLINE1'-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 DOORTO STOP18" MIN. CLEAR@ INT. DOORS24" 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" MINCLR.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 SIGNAGEALL GENDERRESTROOMUNISEXRESTROOMRESTROOM60" MAX. A.F.F. TO BASELINE OF HIGHEST RAISED CHARACTER48" MIN. A.F.F. TO BASELINE OF LOWEST RAISED CHARACTER36" MIN. WIDTH11B-904.4.111B-902.348" MIN.30" MIN11B-902 DINNING/WORK SURFACES11B-306.3.3 EXCEPTION #211B-604.8.1.1.211B-604.8.1.1.2 DOOR SWINGS IN36" MN WHEN THE12" MIN.@ CLOSER & LATCH11B-604L-SHAPE SEAT11B-608.2.2NOTE: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 SPACE11B-602.611B-306TOE & KNEE CLEARANCE11B-602XCLEAR FLOOR SPACE11B-30611B-602.732" MIN.11B-604.8.211B-213.3.111B-604.2 W/C LOCATION11B-604.8 2 AMBULATORY TOILET COMPARTMENTOFLAV/SINK11B-606.511B-306.311B-606.611B-306.332" MIN.32" MIN.32" MIN32" MIN.56" MIN.MANEUVERING CLEARANCES AT DOOR WAYS WITH OUT DOORS, SLIDING DOORS, GATES AND FOLDING DOORS11B-404.2.4.211B-603.411B-603.411B-603.411B-603.411B-308.2.211B-603.415" MIN. TO BOTTOM48" MAX. TO TOP11B-60311B-603.3 12" MIN 24" MIN11B-609.311B-605.211B-605.311B-604.5.211B-604.5.211B-604.711B-604.411B-609.411B-305.7.111B-305.7.111B-305.7.111B-305.7.211B-803.511B-308.3.211B-305.311B-308.3.111B-308.2.111B-804.2.111B-804.2.211B-308.3.211B-305.7.211B-304.4.111B-403ABCDEFGDATE: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 RESERVEDSHEET TITLE:SHEET NO:SEAL AND STAMP:CONSULTANTS:PROJECT:CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO -NEW JERSEY - NEW YORK6083 Bristol ParkwayCulver City, CA 9023018600 MacArthur Blvd., Suite 100 Irvine, CA 92612515 South Flower Street, Suite 1200Los Angeles, CA 90071T 310.553.3252T 949.724.8958T 213.929.1400DRAWINGS ISSUE485C US Route 1 South, Suite 105Iselin, NJ 08830T 848.200.1200711 3rd Ave., 6th FloorNew York, NY 10017T 917.512.6688www.saaia.comT 415.390.6793NOT FOR CONSTRUCTIONIF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USINGRECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENTACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO 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, #502San Francisco, CA 94105A-0.6B04/10/24AWJN/MP634495BASE BUILDINGACCESSIBILITYSUITE 850 & 860DEMISING WALL6 E HUTTON CENTREDRIVESANTA ANA, CA 927074" MAXDATE DESCRIPTION DELTA05/17/24 ISSUE FOR PLANNING05/20/24 ISSUE FOR PLAN CHECKNELSONALGAZENo. C-21090REN. 03/31/2025L,CENSE' ARC+,7EC7S7A7E O) CAL,)ORN,A6 E Hutton Center Dr # 850 &860 - 101119469-707/24/2024 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" MINMIN. 11"36" MAX1' - 7"36" MAX12" MIN17"-18"39" - 41"39" - 41"24" MIN42". 12" MAX.54" MIN1122344A5678A8B8C836".24" MIN. 12".17"-18"42". 1' - 0"54" MIN24" MIN33"-36"33"-36"WC-1 ACCESSIBLE FLOOR/WALL MOUNTEDWC-1 ACCESSIBLE FLOOR/WALL MOUNTEDUR-1H.C.UR-1H.C.INSULATE HOT AND COLD WATER SUPPLY AND DRAIN PIPESMIRROR MIRROR @ COUNTERTOPSEAT COVER DISPENSERCOMBINATION SEAT COVER DISPENSER AND TOILET TISSUETOILET TISSUE DISPENSERADAGRAB BAR3' - 4" MAX3' - 4" MAX3' - 4" MAX3' - 4" MAX2' -10" HCP2' - 0" STD1' - 0"5' - 10".5' - 0".ADAGRAB BARADAGRAB BARADAGRAB BAR911121410SANITARY NAPKIN/TAMPON VENDOR WITH DISPOSALCOMBO PAPER TOWEL DISPENSER AND WASTE RECEPTACLEDECK MOUNTED SOAP DISPENSERWALL MOUNTED SOAP DISPENSER3' - 4" MAX3' - 4" MAX3' - 4" MAX3'-4" MAX13TOILET COMPARTMENT (SEE SCHEDULE)URINAL SCREEN39" - 41"39" - 41"39" - 41"39" - 41"33"-36"17"-18"FLUSH VALVEWIDE SIDE54" MIN.13-1/2" MIN.LAV-15' - 0"MAX.7"-9"COUNTER TOP MOUNTEDWALL MOUNTED1AWC-1 ACCESSIBLE-FLOOR/WALL MOUNTED1AWC-1 ACCESSIBLE-FLOOR/WALL MOUNTEDBABY CHANGING TABLE33" MAX42" MIN. 12" MAX.24" MIN.MIN.24".MIN.12".36" MIN.33"-36"TRANSFER SIDEOPENING19" MIN TOSANITARY NAPKINDISPOSAL UNIT 5' - 0"TOP OF FINISH FLOORMenA 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.WomenA 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.NOTES1.2.3.161715All GenderA 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 BACKGROUNDMEN'S RESTROOMWOMEN'S RESTROOMALL GENDER RESTROOMDESIGNATION 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 GENDERRESTROOMRESTROOM60" MAX. A.F.F. TO BASELINEOF HIGHEST RAISED CHARACTER1819UNISEX RESTROOM2048" MAX. A.F.F. TO BASELINEOF LOWEST RAISED CHARACTER2'-5" MINBOTTOM OF MIRROR MAXTV3' - 0"3' - 0"48" MIN.48" MIN.18" MIN.60" MIN.60" MIN.17"-18"12" MIN.12" MIN.30"X48" CLEARSPACE30"X48" CLEARSPACE30"X48" CLEARSPACE18" MIN.24" MIN.54" MIN.56" MIN.17"-18"60" MIN.60" MIN.54" MIN.24" MIN.56" MIN.3' - 0"18" MIN.DIA. CLEAR60" MIN.DIA. CLEAR60" MIN.TYP. ACC. MOUNTING DIMENSIONSNDATE: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 RESERVEDSHEET TITLE:SHEET NO:SEAL AND STAMP:CONSULTANTS:PROJECT:CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO -NEW JERSEY - NEW YORK6083 Bristol ParkwayCulver City, CA 9023018600 MacArthur Blvd., Suite 100 Irvine, CA 92612515 South Flower Street, Suite 1200Los Angeles, CA 90071T 310.553.3252T 949.724.8958T 213.929.1400DRAWINGS ISSUE485C US Route 1 South, Suite 105Iselin, NJ 08830T 848.200.1200711 3rd Ave., 6th FloorNew York, NY 10017T 917.512.6688www.saaia.comT 415.390.6793NOT FOR CONSTRUCTIONIF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USINGRECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENTACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO 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, #502San Francisco, CA 94105As indicatedA-0.704/10/24AWJN/MP634495BASE BUILDINGRESTROOM ACCESSIBILITYPLANSSUITE 850 & 860DEMISING WALL6 E HUTTON CENTREDRIVESANTA ANA, CA 92707FOR REFERENCE ONLYDATE DESCRIPTION DELTA05/17/24 ISSUE FOR PLANNING05/20/24 ISSUE FOR PLAN CHECKSCALE:1/4" = 1'-0"EXISTING 8TH FLOOR RESTROOM1NELSONALGAZENo. C-21090REN. 03/31/2025L,CENSE' ARC+,7EC7S7A7E O) CAL,)ORN,A6 E Hutton Center Dr # 850 &860 - 101119469-707/24/2024 BBBBBBBBBBBBB B BBBBBBBBBBBJGFI GFIBBBBBB BBDEMOLITION LEGENDKEY PLANAREA NOT IN CONTRACT (N.I.C.)EXISTING WALL TO REMAINEXISTING STRUCTURE 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 SINGLE DOOR, DOOR FRAME, AND HARDWARE TO BE RELOCATED.EXISTING DOUBLE DOOR, DOOR FRAME, AND HARDWARE TO REMAIN. CLEAN, REPAIR AND REFINISH DOOR TO LIKE NEW CONDITION.EXISTING FRAMED GLASS PARTITION TO REMAIN.REMOVE ALL HVAC/ELECTRICAL TIES BETWEEN SUITES.DEMOLITION SHEET NOTES1. 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.DEMOLITION KEYNOTESREMOVE INTERIOR TENANT NON-LOAD BEARING WALLS AND ASSOCIATED ELECTRICAL, DATA, TELEPHONE AND J-BOXES. REMOVE ALL WIRING BACK TO ELECTRICAL SUB-PANELS.1.21.3REMOVE ALL FLOOR COVERING AT INDICATED LOCATIONS U.O.N. SCRAPE ALL FLOORS CLEAN OF ALL ADHESIVE, PAD, ETC. TO SMOOTH FINISH AND BROOM CLEAN.1.4EXISTING TENANT WALL FINISHES AND FLOORING TO REMAIN, PROTECT DURING DURATION OF CONSTRUCTION.CUT IN FOR NEW 3'-0" DOOR OPENING, MATCH EXISTING DOOR HEIGHT.1.11.5REMOVE EXISTING DOORS AND FRAMES. REUSE/RELOCATE EXISTING DOOR ASSEMBLIES IN NEW BUILD-OUT.DEMOLITION CEILING LEGENDAREA NOT IN CONTRACT (N.I.C.)EXISTING WALL TO REMAINEXISTING PARTITION TO BE DEMOLISHED AND REMOVED FROM SITE.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.DEMOLITION CEILING KEYNOTESREWORK HVAC SYSTEMS ALONG NEW DEMISING PARTITION TO PROVIDE SUITE SEPARATION AND ELIMINATE CROSS ZONING.23REMOVE SEPARATION OF LIGHTING CONTROLS BETWEEN SUITES.REMOVE PORTION OF CEILING SYSTEM TO ALLOW NEW DEMISING PARTITION.1PARTITION LEGEND-PARTITION TYPE SYMBOL.SEE PARTITION TYPES LEGEND ON SHEET A-2.0 FOR REFERENCED DETAILS.AREA NOT IN CONTRACT (N.I.C.)EXISTING WALL TO REMAINEXISTING FRAMED GLASS PARTITION TO REMAIN.NEW PARTITIONNEW DEMISING PARTITIONNEW SINGLE DOOR, DOOR FRAME AND HARDWARE.EXISTING DOOR, DOOR FRAME AND HARDWARE TO REMIAN AT LOCATION SHOWN.DOOR TYPEA. RELOCATED SINGLE INTERIOR DOORTYPE: BUILDING STANDARDFRAME: BUILDING STANDARDHEIGHT: BUILDING STANDARDFINISH: BUILDING STANDARDRELOCATED DOOR HARDWARE LEVER:1. INTERIOR LOCKSET LOCKSET: BUILDING STANDARD HINGES: BUILDING STANDARD DOOR STOP: BUILDING STANDARDDOOR SCHEDULE & DETAILSNOTE: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.REFLECTED CEILING LEGENDAREA 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.±X' - XX"CEILING HEIGHT AS INDICATED.100DOOR NUMBERA 1DOOR HARDWAREDOOR TYPENEW SOFFIT, REFER TO DETAIL #6 SHEET A-30.0.POWER/ VOICE/ DATA LEGENDWALL MOUNTED DUPLEX ELECTRICAL OUTLET. WALL MOUNTED QUADPLEX ELECTRICAL OUTLET. WALL MOUNTED DUPLEX ELECTRICAL OUTLET, SEPARATE CIRCUIT. 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.WHERE PLUS HEIGHT IS INDICATED, HEIGHT IF NOT STANDARD. REFER TO TYPICAL SHEET NOTE 5 FOR MOUNTING HEIGHT INFORMATION.TYPICALNOTE:WALL MOUNTED QUADPLEX ELECTRICAL OUTLET, SEPARATE CIRCUIT.FINISH LEGENDFLOOR BASETYPE OF FINISHFINISH NUMBERFLOOR FINISHTYPE OF FINISHFINISH NUMBERTYPE OF FINISHFINISH NUMBERXXXXXXXXFINISH SCHEDULECONSTRUCTION KEYNOTESREWORK EXISTING CEILING AS REQUIRED WITH NEW BUILDING STANDARD WALL ANGLES WHERE REQUIRED. REWORK EXISTING WALLS AS REQUIRED AND PONY UP TO THE DECK ABOVE. TYPE C1 FOR DETALIS. CONTRACTOR TO VERIFY.2.11.11.11.21.31.21.31.41.5LINE OF DEMISING WALL1.2±8' - 9"123±8' - 11"AC1A-30.03860A12.120A - HEAD DETAIL20E - JAMB DETAILTYPICAL NOTES:1. REFER TO SHEET A-1.0 FOR PARTITION TYPES.2. REFER TO DOOR SCHEDULE FOR DOOR, FRAMES AND FINISHES.20A20EELEVATION A&CDOOR ELEVATIONS36"----±8' - 9"±8' - 11"6A-30.0±8' - 9"±8' - 9"±8' - 9"±8' - 11"1BP1P11BP11BITEM: PAINTLOCATION: REFER TO PLANSMANUFACTURER: DUNN EDWARDSCOLOR: DEW380FINISH: EGGSHELLINSTALLATION: 2 COATS MINIMUM, 1 COAT PRIMERITEM: WALL BASELOCATION: REFER TO PLANSMANUFACTURER: JOHNSONITECOLOR: GREY 48SIZE: 4”; CONTINUOUS ROLLSINSTALLATION: STRAIGHT AT CARPET,COVED AT HARD FLOORSP2ITEM: ACCENT PAINTLOCATION: REFER TO PLANSMANUFACTURER: DUNN EDWARDSCOLOR: TBDFINISH: EGGSHELLINSTALLATION: 2 COATS MINIMUM, 1 COAT PRIMERPARTITION TYPETYPE DETAIL DESCRIPTIONA 1/A-30.0 TO UNDERSIDE OF CEILING, (1) LAYER 5/8" GWB ON BOTH SIDESC1 2/A-30.0 TO UNDERSIDE OF DECK, PROVIDE INSULATION IN STUD CAVITY, (1) LAYER TYPE "X" 5/8" GWB ON BOTHSIDESNDATE: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 RESERVEDSHEET TITLE:SHEET NO:SEAL AND STAMP:CONSULTANTS:PROJECT:CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO -NEW JERSEY - NEW YORK6083 Bristol ParkwayCulver City, CA 9023018600 MacArthur Blvd., Suite 100 Irvine, CA 92612515 South Flower Street, Suite 1200Los Angeles, CA 90071T 310.553.3252T 949.724.8958T 213.929.1400DRAWINGS ISSUE485C US Route 1 South, Suite 105Iselin, NJ 08830T 848.200.1200711 3rd Ave., 6th FloorNew York, NY 10017T 917.512.6688www.saaia.comT 415.390.6793NOT FOR CONSTRUCTIONIF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USINGRECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENTACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO 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, #502San Francisco, CA 94105As indicatedA-1.004/10/24AWJN/MP634495CONSTRUCTION PLANSUITE 850 & 860DEMISING WALL6 E HUTTON CENTREDRIVESANTA ANA, CA 92707DATE DESCRIPTION DELTA05/17/24 ISSUE FOR PLANNING05/20/24 ISSUE FOR PLAN CHECKSCALE:1/8" = 1'-0"DEMOLITION PLAN1AREA OF WORKSCALE:1/8" = 1'-0"DEMOLITION CEILING PLAN2SCALE:1/8" = 1'-0"CONSTRUCTION & POWER/VOICE/DATA PLAN3SCALE:1/8" = 1'-0"REFLECTED CEILING PLAN4SCALE:1/8" = 1'-0"FINISH PLAN5NELSONALGAZENo. C-21090REN. 03/31/2025L,CENSE' ARC+,7EC7S7A7E O) CAL,)ORN,A6 E Hutton Center Dr # 850 &860 - 101119469-707/24/2024 LINE OF CEILING - SEE REFLECTEDCEILING PLAN FOR TYPE AND HEIGHTMETAL STUD FRAMING PER STUD CHART.5/8" GYPSUM BOARD ON EACH SIDEMETAL 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 ABOVESLIP TRACK SYSTEMUL-2079 CYCLICAL DESIGN ICC#ESR-1042 OSHPD R-0371-FIXEDEQUIP. ANCHOREDWHI-495-PSV-1333 UL-R19236GYPSUM BOARD ASSEMBLIESGYPSUM ASSOCIATION OR EQUAL ASPER I.C.C. # ESR - 1338.POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C.#ESR - 1663FULL HEIGHT INSULATEDINSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT. STC 49 (SA-870717): 3-5/8" MIN. STUD WIDTH W/ 3" THICK SAFB IN CAVITY REQ. C1-10WHERE STCRATING ISNOTED·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 1/100INCHES. FOR ALL "T" SECTIONS MEMBER DEPTH IS THE INSIDE DIMENSION.MEMBER DEPTH:FLANGE WIDTH:(EXAMPLE: 1 5/8" = 1.625" ~ 162 X 1/100INCHES) 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.) MATERIALTHICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS.MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THEDESIGN THICKNESS.MIL THICKNESS:S = STUD OR JOISTT = TRACKU = CHANNELF = FURRING-600S162 54NOTES1. PROVIDE KICKERS FOR NON-FULL HEIGHT CONDITIONS OR WHERE NOTED OTHERWISE. SEE WALL SCHEDULE FOR MOREINFORMATION.1.1. KICKER LENGTH SHALL BE 8'-0" MAX.2. ALLOWABLE COMPOSITE LIMITING HEIGHTS ARE CALCULATED USING ICC-ES AC86-20123. VALUES REPRESENTED ON THE CHART ARE DESIGNED TO RESIST 5 PSF OF OUT-OF-PLANE LOAD AND L/2404. 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 OF5/8 " TYPE 'X' GYPSUM BOARD INSTALLED INTHE VERTICAL ORIENTATION TO BOTH SIDE OF THE WALL OVER FULL HEIGHT USING MINIMUM NO. 6 TYPE S DRYWALL SCREWSSPACED A MAXIMUM OF 12" O.C. FOR STUDS AT 24" SPACING AND 16" O.C. FOR STUDS AT 16" AND 12" SPACING.STUD SIZEWALL HEIGHT LIMITKICKERWALL TYPESIZE MIL/GA12"SPACING O.C.SIZESPACING16" 24"250S12514'-2"18/25(SEE NOTE 1)15'-4"27/2215'-10"30/20362S12516'-8"18'-2"18'-3"400S12517'-6"19'-5"19'-5"600S12522'-9"26'-9"27'-1"NON-STRUCTURAL METAL STUD WALL SIZING CHART362S125-33 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"250S125250S125362S125362S125400S125400S125600S125600S12518/2527/2230/2018/2527/2230/2018/2527/2230/20METAL 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 SIDEMETAL GAUGE TOP TRACK ATTACH KICKER ABOVE TO TOP TRACK WITH #8 TEK SHEET METAL SCREWS. DO NOT ATTACH TO GRID SYSTEMMETAL BOTTOM TRACK GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. GYPSUM BOARD ASSEMBLIESGYPSUM ASSOCIATION OR EQUAL ASPER I.C.C. # ESR - 1338.POWER - DRIVEN FASTENERSHILTI OR EQUAL AS PER I.C.C.#ESR - 1663LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT4-UNDERSIDE CEILING NON-INSULATED A1-1/8" MIN. CLEARANCE45°COMPOSITE DECK ABOVEFOLD OVER WEB OF STUD, ATTACH KICKER TOSTRUCTURE ABOVE W/ 3/8" DIA. HILTI KB-TZEMBEDDED 2" MIN. @ EA. KICKER.METAL STUD SEISMIC BRACING AT 48" O.C.ALTERNATING EACH DIRECTION. REFER TO STUDCHART AND NOTE 1, DETAIL 12/SHEET A-30.0·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663STUD WALLSWIDTH VARIES5/8" DEFLECTIONGAPEQEQ1/2"1-1/8"STUD WALLSWIDTH VARIES5/8" DEFLECTIONGAP1/2"1-1/8"4"4"·SLIP TRACK SYSTEMUL-2079 CYCLICAL DESIGN ICC#ESR-2012 OSHPD R-0371-FIXEDEQUIP. ANCHORED LARR 25344WHI-495-PSV-1333 UL-R19236SLIP TRACK SYSTEMS#8 WAFERHEAD FRAMING SCREWS (TYP.)TOP OF VERTICAL STUDSEAL FULLY WITH HILTI CP 506ACOUSTIC SEALANT OR APPROVEDEQUAL.SLIP TRACK SYSTEMS#8 WAFERHEAD FRAMING SCREWS(TYP.)TOP OF VERTICAL STUDSEAL FULLY WITH HILTI CP 506ACOUSTIC SEALANT OR APPROVEDEQUAL.5/8GYP.BD EACH SIDE5/8GYP.BD EACH SIDE3" MIN. SAFB IN CAVITY3" MIN. SAFB IN CAVITY·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OREQUAL AS PER I.C.C. # ESR - 1338·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663COMPOSITE DECK OR STRUCTUREABOVE(2) #8 S.M.S 16" O.C. (MAX.).145 DIA. POWER DRIVEN FASTENERAT EA. FLUTE. 1-1/4" MIN.EMBEDMENT2" x 20 GAUGE X 10" LONGGALVANIZED STEEL STRAPS ATTACHEDTO STEEL DECK WITH STEELFASTENERS OR MASONRY ANCHORSON EACH SIDE OF THE FLUTE 12" MAX.WALL PERPENDICULAR TO FLUTESWALL PARALLEL TO FLUTESCOMPOSITE DECK OR STRUCTUREABOVE.145 DIA. POWER DRIVEN FASTENERAT EA. FLUTE. 1-1/4" MIN.EMBEDMENTNOTE:HEAD DETAIL GIVES A MIN. STC 49 RATING.SOUND INSULATIONSOUND INSULATION1'' RETURNGYPSUM BOARD ASSEMBLIESGYPSUM ASSOCIATION OR EQUALAS PER I.C.C. # ESR - 1338.METAL STUDSDIETRICH OR EQUAL AS PERI.C.C. # ESR - 1166P 1/4" THICK x FULL WIDTH NEOPRENE GASKETMETAL EDGE COLOR TO MATCH WALL CONDITIONEXISTING GLAZING#8 S.M.S. TO EA. SIDE OF STUD, TOP AND BOTTOMEXISTING ALUMINUM MULLIONPARTITION PER PLAN45°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 SCREWS5/8" GYPSUM BOARDGYPSUM BOARD ASSEMBLIESGYPSUM ASSOCIATION OR EQUALAS PER I.C.C. # ESR - 1338.(1) #8 SHEET METAL SCREW2-1/2" x 20 GAUGE METAL STUDATTACH TO STRUCTURE ABOVE WITH 3/8" DIA. HILTI KB-TZ EMBEDDED 2" MIN. @ 24" O.C.W/ FLOOR PLANVERIFY DIMENSIONEXISTING STRUCTURE2"3/8"2"x1"WALL MOLDINGACM7 SEISMIC CLIPSCREW ATTACHEDHANGER WIRETEE6-10-4'-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 USED3. 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 ANGLE4. FOR CEILING AREAS EXCEEDING 1,000 SF HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THETRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL APPROXIMATELY EQUALEXCEPTION: 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 STRUCTURESB. 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 DISPLACEMENTC. 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 EXTENSIOND. 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 PROFESSIONALGENERAL 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 JOINT6. ARMSTRONG ACOUSTICAL CEILING SUSPENSION SHALL BE INSTALLED IN ACCORDANCE TO ICC ESR-13087. 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 TOTHE MAIN RUNNER SHALL BE EXTENDED TOAND FASTENED TO THE STRUCTURALMEMBERS SUPPORTING THE ROOF OR FLOORABOVE. THE STRUT SHALL BE ADEQUATE TORESIST THE VERTICAL COMPONENT INDUCEDBY THE BRACING WIRE.2. HORIZONTAL RESTRAINT POINTS SHALL BEPLACED 12 FEET ON CENTER IN BOTHDIRECTIONS WITH THE FIRST POINT WITHIN 6FEET FROM EACH WALL.VERTICAL STRUT (TYP) STD INSTALLATION PERASCE SECTION 13.5.6.2.2.2" (MAX) FROM BRACING WIRE TO CROSSRUNNERS.METAL STUD COMPRESSION STRUT PERSCHEDULE1/4" DIA. MACHINE BOLTACOUSTICAL CEILING TILESCEILING CLIP ASSEMBLY - HILTI CC-CLIPFASTENED W/.177 DIA. POWER DRIVENFASTENER DX-KWIK,LARR-25651-ICC ESR-2184, OR APPROVEDEQUAL1-1/2"-4 TIGHT TURNS12 GA. VERTICAL WIRESPLAYED BRACE WIRECOMPRESSION STRUT ATTACHMENT DETAILSTYPICAL 12 GA. VERTICAL HANGER WIRE @4'-0" O.C. EACH WAY W/ MIN. 4 TIGHT TURNSIN 1-1/2" BOTH ENDS OF WIRE.12GA. BRACING WIRE W/ MIN. 4 TIGHT TURNS IN1-1/2" BOTH ENDS OF WIRE TYP. 90 APART @ 12'-0"O.C. EA. WAY. STARTING 6' FROM WALLSCEILING GRID MAIN RUNNER12 GA. SPLAYED SEISMIC BRACING WIRE.4 TIGHT TURNSVERTICAL HANGER WIREATTACHED TO STRUCTURE WITH 3/8" DIA.HILTI KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C.CEILING CLIP ASSEMBLY - HILTI CC-CLIPFASTENED W/.177 DIA. POWER DRIVENFASTENER DX-KWIK,LARR-25651-ICC ESR-2184, OR APPROVEDEQUALEMT COMPRESSION STRUT PER SCHEDULE.ENDS FLATTENED AND ATTACHED AS NOTEDCOMPRESSION STRUT SCHEDULECOMPRESSION STRUT SCHEDULEHEIGHT3 / 4" EMTMETAL STUD OPTIONUP 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" EMT1 - 1 / 4" EMTEMT OPTION250TI25-33 (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" MACHINEBOLTS AND TO STRUCTURE WITH 3/8" DIA. HILTIKB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C.COMPRESSION STRUT SHALL NOT REPLACE HANGERWIRE. MAY BE STEEL STUD, BLACK IRON, EMT OR WOOD STUD (IN COMBUSTIBLE CONSTRUCTION TYPES ONLY) OR OTHER APPROVED EQUAL.-MAIN RUNNERCROSS RUNNERUNATTACHED 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 RUNNERSCALE:1 1/2" = 1'-0"WALL TYPE C12DATE: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 RESERVEDSHEET TITLE:SHEET NO:SEAL AND STAMP:CONSULTANTS:PROJECT:CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO -NEW JERSEY - NEW YORK6083 Bristol ParkwayCulver City, CA 9023018600 MacArthur Blvd., Suite 100 Irvine, CA 92612515 South Flower Street, Suite 1200Los Angeles, CA 90071T 310.553.3252T 949.724.8958T 213.929.1400DRAWINGS ISSUE485C US Route 1 South, Suite 105Iselin, NJ 08830T 848.200.1200711 3rd Ave., 6th FloorNew York, NY 10017T 917.512.6688www.saaia.comT 415.390.6793NOT FOR CONSTRUCTIONIF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USINGRECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENTACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO 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, #502San Francisco, CA 94105As indicatedA-30.004/10/24AWJN/MP634495WALL PARTITION ANDHEAD DETAILSSUITE 850 & 860DEMISING WALL6 E HUTTON CENTREDRIVESANTA ANA, CA 92707SCALE:12" = 1'-0"NON-STRUCTURAL METAL STUD SIZING CHARTS8SCALE:1 1/2" = 1'-0"WALL TYPE A1SCALE:1 1/2" = 1'-0"SEISMIC BRACING DETAIL4SCALE:3" = 1'-0"STC 49 - FULL HT. SLIP TRACK10SCALE:1 1/2" = 1'-0"SUSPENDED CEILING GRID DETAIL17SCALE:1 1/2" = 1'-0"FRAMED OPENING / SOFFIT DETAIL6DATE DESCRIPTION DELTA05/17/24 ISSUE FOR PLANNING05/20/24 ISSUE FOR PLAN CHECKSCALE:1 1/2" = 1'-0"WALL TO MULLION CONNECTION3SCALE:1 1/2" = 1'-0"FLOATING/ SECURE GRID WALL CONNECTION5NELSONALGAZENo. C-21090REN. 03/31/2025L,CENSE' ARC+,7EC7S7A7E O) CAL,)ORN,A6 E Hutton Center Dr # 850 &860 - 101119469-707/24/2024 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 # 850 & 860 - 101119469-707/24/2024 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 # 850 & 860 - 101119469-707/24/2024