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HomeMy WebLinkAbout10145818.pdfVICINITY MAP 0 • • of A-laarm. Permit ur larth is reph if a B - glar A System is installed. Pern. ift required before Finall Signofff. Call 647-5840 1"M�XOAPJ MAI R WSJ N I �90 lr�lffslw 9SWATA E E oft J, OkLI-M 0 1 L UMN1110 -A -E-1-1-111111111111101 A "IMI W IIIIIIIIIII11OW-A E I T%w V -A&I EL ,ALL MECHANICAL, ELECTRICAL, PLUMBING, SPRINKLER AND i 'FIRE/LIFE/SAFETY WORK ON THIS PROJECT SHALL BE DONE ON .A DESIGN BUILD BASIS. THE CONTRACTOR SHALL BE ,RESPONSIBLE FOR ALL DRAWINGS, CALCS, GOVERNMENTAL _AG_E_NCY APPROVALS AND FEES TO COMPLETE THIS WORK. Is 120"alkytolziml NROMUSINEW JURISDICTION: BUILDING CODE: ELECTRICAL CODE: MECHANICAL CODE: PLUMBING CODE: OCCUPANCY GROUP: CONSTRUCTION TYPE: AUTOMATIC SPRINKLE1- SYSTEM: ZMAI SANTA ANA, CA 2001 CBC 2001 NEC 2001 UMC 2001 UPC B (1) STORY 2020 NORTH GRAND SANTA ANA, CA 92701 USE APPROX. SQ. FT. RETAIL 1530 OFFICE 351 BREAK (OFFICE ACCESSORY USE) 358 RESTROOMS (OFFICE ACCESSORY USE) 119 HALL (OFFICE) 363 STORAGE 268 TOTAL 2989 TENANT: ATTN: NANCY STINSON ADELPHIA 1830 E. WARNER AVE. SANTA ANA, CA 92705 PH: (714) 338-2022 338-5000 EMAIL: Nancy.Stinson@Adelphia.com ATTN.: ERIC SCHNEIDER AUBURNDALE PROPERTIES 2951 28th STREET, SUITE 205# SANTA MONICA, CA 90405 PH: (310) 396-8333 FX: (310) 396-8306 EMAIL: eric@aubproperties.com 50 100 100 100 100 300 ARCHITECT: ATTN.: A.J. WILDER ATTN.: CLAUDIA ST. LOUIS WOLCOTT ARCHITECTURE - INTERIORS 3859 CARDIFF AVE. CULVER CITY, CA 90232 PH: (310) 204-2290 FX: (310) 838-6109 EMAIL: awilder@wolcottai.com EMAIL: cstiouis@wolcottai.com [030,011:01r yMOT010111 SCOPE:A2 1. DEMO EXISITNG PARTITONS. 2. ADD NEW PARTITIONS, (2) RESTRMS, & MILLWORK. 3. ADD NEW LIGHTING, CEILING TILE & GYP. CEILING. 31 3 3 1 2 Ell SHEET IN H.. n.. L CS-1 COVER SHEET GN-1 GENERAL NOTES IN 0 n 0-) ry z 0 ry 0 LL_ � LJJ < 00 0 < 0 < GN-2 GENERAL NOTES ABULLETIN TWO/RE—ISSUE 10 8-0 Z"_\FOR PLAN CHECK GN-3 GENERAL NOTES PLAN CHECK CORRECTIONS 8 ML-1 MASTER LEGEND BULLETIN ONE 8 A-01.0 DEMOLITION PLAN I SSUE FOR PLAN CHECK 8— By NO DESCRIPTION BY D E A-0 1.1 CONSTRUCTION PLAN A nd 0 OnAA1=0 0,, n A'T"A 01 A IN PROD. DIRECTOR: A.J. WILDER I—vvvL.F\ OL UMIM r-LMIN IS PROJ. DESIGNER: C. ST. LOUIS A-01.3 REFLECTED CEILING PLAN DRAWN BY: MAF/JAA JOB NO.: 04-969-10-969-10 SCALE: 1/8" V-0" DATE: 06—�l 4-04 A n I A r_1h11CW D1 A11 ice( hl ------- s, and or The above drawings and specif—cotions and ideas, designs on, o e D-1 CONSTRUCTION DETAILS '71;�� !N AD Oki property ments represented thereby art-. and shall remain the property the to at to at' designer, and no part thereof :hall be copied, disclosed or used in connection with any work or proiect other than the spe �2 ri o �7 project for "which they have been prepared and developed 3withoutth written consent of the designer. Visual contact with these plans or D-2 CONSTRUCTION DETAILS specifications shall constitute conclusive evidence of acceptance of these restrictions. 'e oed Written dimensions on these drawings shall have prec�Aence ed DA— 1 PATH OF TRAVEL PLAN 7 7 773 7777, 4, 777 H 77 77�? Al"Z1111t, 3 dimensions. Contractor shall verify and be responsible for all dimen sions and conditions on the job and this office must be notified variations from the dimensions and conditions shown by tzlve tr',WWba- for apprA Shop details. must be submitted to this office pr ceeding with fabrication. DA-2 NEW TOILET ROOM PLAN,,,PPr,_,r- DA-3 ACCESSIBILITY NOTES A2 SHEET TITLE ;­ QQEiF1T-_11 (ZW q0"0010 COVER SHEET NO. Lai - 1. AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT #A201, "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION," SHALL GOVERN THE WORK OF THIS CONTRACT. 2. ALL REQUIRED PERMITS AND LICENSES SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR_ 3. AT THE TIME OF BID SUBMITTAL, THE CONTRACTOR SHALL ADVISE W.A.I_, IN WRITING, OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR WILL CAUSE A DELAY TO THE COMPLETION OF CONSTRUCTION_ 4. IMMEDIATELY AFTER BEING AWARDED THE CONTRACT, THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE WHICH SHALL BE CONTINUOUSLY UPDATED AND POSTED ON THE JOB SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL VERIFY REQUIRED LOCATIONS AND INCLUDE IN BASE BID ALL RELATED COSTS FOR ALL NECESSARY ACCESS PANELS (IN PARTITIONS, FLOORS OR CEILINGS). THE CONTRACTOR SHALL COORDINATE WITH W_A.I_ BEFORE INSTALLATION. 6_ ALL PARTITIONS, FLOORS AND CEILINGS SHALL BE PATCHED OR REPAIRED AS REQUIRED FOR FINISH APPLICATIONS. PATCHED AND REPAIRED SURFACES SHALL BE EQUAL TO NEW. THE CONTRACTOR SHALL ADVISE W.A.I. OF ANY EXISTING CONSTRUCTION WHICH IS NOT LEVEL AND PLUMB (WITHIN INDUSTRY STANDARDS) BEFORE START OF CONST'N_ FLOOR PREP SHOULD THEREFORE BE INCLUDED IN THE JOB BID. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY UTILITIES (POWER, LIGHTING, WATER AND RESTROOM FACILITIES) TO THE JOB SITE FOR USE BY ALL CONSTRUCTION TRADES, INCLUDING THOSE NOT A SUBCONTRACTOR TO THE GENERAL CONTRACTOR. CONTRACTOR TO PROVIDE PROTECTION AS REQUIRED. ANY DAMAGE TO THESE FACILITIES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 8. THE CONTRACTOR SHALL NOTE THAT THERE SHALL BE NO SUBSTITUTIONS FOR ANY MATERIAL WHERE SPECIFIC MANUFACTURERS ARE SPECIFIED. WHERE APPROVED EQUAL IS USED, IT SHALL BE UNDERSTOOD THAT THE SUBSTITUTE SHALL BE BY JUDGMENT AND APPROVAL OF W.A.1, AND ALL REQUESTS SHALL BE MADE PRIOR TO INSTALLATION_ CONTRACTOR SHALL SUBMIT THREE (3) SETS OF MANUFACTURER'S CUT SHEETS OF SAMPLES AND/OR ONE (1) REPRODUCIBLE ORIGINAL OF DWG'S FOR ALL REQUESTED SUBSTITUTIONS OF MATERIALS, HARDWARE, MILLWORK, GLASS PARTITIONS, CEILING SYSTEMS, PLUMBING FIXTURES, ETC_ TO WA-1- FOR APPROVAL_ 9. MANUFACTURERS OF MATERIALS, OTHER THAN THOSE SPECIFIED ON THESE PLANS, SHALL MEET THE SPECIFIC REQUIREMENTS OF GOVERNING AGENCIES HAVING JURISDICTION OVER THIS PROJECT. WHEN SUBSTITUTIONS OF THE SPECIFIED MATERIALS ARE REQUESTED TO BE MADE BY THE CONTRACTOR (WHETHER AS AN "APPROVED EQUAL" OR NOT) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES INCURRED BY W.A.1_ IN REVIEWING, RESEARCHING, APPROVING, AND COORDINATING REQUESTED SUBSTITUTIONS_ 10. GENERAL CONTRACTOR OR HIS SUBCONTRACTORS SHALL BE RESPONSIBLE FOR VERIFICATION AND APPROVALS OF SUBSTITUTED MATERIALS AS REQUESTED BY GOVERNING AGENCIES. ALL SUBSTITUTIONS ARE TO BE BROUGHT TO THE ATTENTION OF W_A.1_ PRIOR TO COMMENCEMENT OF INSTALLATION. IF THIS NOTIFICATION IN WRITING DOES NOT OCCUR OR IS REJECTED, W.A.I_ ASSUMES NO RESPONSIBILITY FOR THE MATERIAL. 11. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DISTRIBUTE ADEQUATE COPIES OF ALL DRAWINGS TO ALL TRADES FALLING UNDER THEIR RESPONSIBILITY AT ALL TIMES DURING THE PROGRESS OF THE JOB (I.E. REVISIONS) ON A TIMELY BASIS_ LACK OF THIS WILL BE THE RESPONSIBILITY OF THE G.C. 12. UPON COMPLETION OF THE JOB, THE GENERAL CONTRACTOR SHALL SUBMIT CERTIFICATES OF INSPECTION OF SATISFACTORY COMPLETION TO WA_I_ 13. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN CONFORMANCE WITH ANY CODE OR CODES OF FEDERAL, STATE, COUNTY OR MUNICIPALITY HAVING JURISDICTION OVER SUCH WORK. ALL APPLICABLE REQUIREMENTS IN THESE REGULATIONS SHALL BE FOLLOWED THE SAME AS IF NOTED ON THE DRAWINGS. CONFLICTS BETWEEN WORK SET FORTH ON THE DRAWINGS AND BUILDING CODES, LAWS OR REGULATIONS NOTED BY THE GENERAL CONTRACTOR SHALL BE SUBMITTED TO W.A.I. FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. 14. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP PREMISES FREE FROM ALL ACCUMULATION OF DEBRIS CAUSED BY HIS OPERATIONS. AT THE COMPLETION OF THE WORK, SHALL CLEAN ALL GLASS AND WOOD SURFACES AND LEAVE THE WORK "BROOM CLEAN." 15. THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND OTHER ITEMS NECESSARY FOR THE COMPLETION OF ALL WORK SHOWN, CALLED FOR, OR REASONABLY IMPLIED BY THE CONTRACT DOCUMENTS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 16. WHERE WORK OR EQUIPMENT IS INDICATED AS N.I.C., SUCH WORK AND/OR EQUIPMENT SHALL BE PROVIDED BY OTHERS. CONTRACTOR SHALL COORDINATE AND COOPERATE TO EFFECT SUCH INSTALLATION_ 17_ ALL REQUESTS FOR CLARIFICATION OF THESE DRAWINGS SHALL BE DIRECTED TO WA-1. CONFLICTS ARISING BETWEEN DETAILS AND/OR PLANS SHALL BE BROUGHT TO THE ATTENTION OF WA-1. FOR CLARIFICATION IN WRITING BY THE CONTRACTOR BEFORE PROCEEDING WITH THE WORK. 18. ALL WORK ON DRAWINGS SHALL BE PERFORMED IN CONFORMANCE WITH REQUIREMENTS OF THE LEASE WORK LETTER AND BUILDING STANDARD SPECIFICATIONS, U.O_N_ IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ACQUAINT HIMSELF WITH ALL SUCH SPECIFICATIONS AND REGULATIONS WHETHER OR NOT LISTED ON DRAWINGS AND/OR INCLUDED HEREIN. 19. GENERAL CONTRACTOR SHALL PROVIDE SHOP DRAWINGS (ONE 'TRANSPARENCY AND ONE PRINT) OF ALL `CUSTOM MANUFACTURE DESIGN ELEMENTS INCLUDED HERE WITHIN TO WA-1. FOR APPROVAL PRIOR TO MANUFACTURING_ UNLESS OTHERWISE AUTHORIZED BY W.A.I. NO MANUFACTURING SHALL BE PERFORMED WITHOUT SAID SHOP DWGS_ 20. NO EXTRA WORK OR CHARGE SHALL BE MADE UNLESS A WRITTEN COUNTERSIGNED ORDER FROM THE OWNER, SIGNED OR COUNTERSIGNED BY W.A.I., OR A WRITTEN ORDER FROM W.A.I., IS OBTAINED. THIS ORDER SHALL STATE THAT THE TENANT HAS AUTHORIZED THE EXTRA WORK OR CHARGE, AND NO CLAIM FOR ANY ADDITIONAL SUM SHALL BE VALID UNLESS SO OFFERED AND PRESENTED AS DESCRIBED ABOVE. 21 _ GENERAL CONTRACTOR SHALL PROVIDE ALL DOORS, FRAMES AND RELATED HARDWARE, U.O.N. 22. GENERAL CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND VERIFYING DEMOLITION PLANS IN RELATION TO STRUCTURAL AND/OR CONSTRUCTION DRAWINGS. W_A.I. IS TO BE NOTIFIED OF ANY CONFLICTS, DISCREPANCIES OR PROBLEMS. 23_ ALL EQUIPMENT AND MATERIAL WHICH IS IN OPERATING CONDITION WHEN REMOVED, SHALL BE MAINTAINED AS SUCH AND RETURNED AS PER OWNER'S REQUIREMENTS. 24. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE IDENTIFICATION. ABATEMENT AND PROPER DISPOSAL OF ANY AND ALL ASBESTOS MATERIALS THAT MAY EXIST AT THE JOB SITE. 25. GENERAL CONTRACTOR SHALL SUBMIT THREE (3) 12" X 12" SAMPLES OF ALL FINISH MATERIALS (STONE, PAINT, CARPET, WOOD, TILE, ETC.) SPECIFIED ON SCHEDULES, PLANS, DETAILS AND DRAWINGS FOR REVIEW BY W.A.I. 26. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURER'S CUT SHEETS FOR ALL NEW DESIGN ELEMENTS OR EQUIPMENT BEING PROVIDED OR INSTALLED ON THE BUILDING EXTERIOR (INCLUDING THE ROOF) ASSOCIATED WITH THE CONTRACTED PROJECT'S CONSTRUCTION FOR REVIEW BY W.A.I. 27. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURER'S CUT SHEETS FOR ALL NEW PLUMBING AND ELECTRICAL FIXTURES, EQUIPMENT AND ACCESSORIES BEING PROVIDED OR INSTALLED FOR REVIEW BY W.A_I. 28- GENERAL CONTRACTOR SHALL PROVIDE A FINAL PUNCH LIST ! • > APPROVAL. • GENERAL CONTRACTOR IS RESPONSIBLE• PROVIDE VERIFY WITH WA-1. 30- GENERAL CONTRACTOR WILL BE MENTIONED EQUIPMENT FOR THE PANTRIES AS REQUIRED U.O.N_ FULLY RESPONSIBLE FOR ALL COORDINATION OF •' OF •' ARCHITECTURAL s ENGINEERING DWGS. THE MOSTCOSTLY SCOPEOF i` ASSUMED G? NON -COORDINATED GENERAL! 'A•R TO COORDINATE TO RESOLVE PRIOR - • COMMENCEMENT OF THE •. 31. CONTRACTOR TO PROVIDE NEW CODE COMPLIANT FIRE STOPPIN* 0 ALL NEW FLOOR PENETRATIONS THROUGHOUT WITH PATCH TO MAINTAIN EXISTING FIRE RATING OF OSLAB. 32- CONTRACTOR -i•r RESPONSIBLE •• TO PROVIDE a r LOBBY a: COMPLIANT - CONTRACTOR PROVIDE r• HANDICAP D 1 P SIGNAGE AT ELEVATOR A•. • i i ! ! IMMEDIATE a • AROUND 33. CONTRACTOR TO PROVIDE SIGNS: "WARNING ALARMED DOOR" AT ALL FIRE EXIT DOORS IN STAIR SHAFTS 34. CONTRACTOR TO RECESS ELEVATOR SILLS (TYP) IN CONC. SLAB AS REQUIRED TO OBTAIN CONTINUOUS FLOOR SURFACE. 35_ CONTRACTOR TO PROVIDE FLOOR AND SLAB PATCH AT FLOOR FOR ALL PENETRATIONS. 36. THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR TENANT'S VENDOR MUST CERTIFY THAT ALL MATERIALS AND EQUIPMENT USED OR INSTALLED ON THIS JOB ARE FREE OF ANY ASBESTOS CONTAINING MATERIALS ("ACM") OR POLYCHLORINATED BIPHENYL ("PCB'S") 37. THE BUILDING VENTILATION SYSTEM UTILIZES THE ABOVE CEILING AREA AS A RETURN AIR PLENUM_ ALL WALL TYPES MUST ALLOW UNOBSTRUCTED AIR RETURN THROUGH THE PLENUM. CONTRACTOR SHALL CONFIRM IF SMOKE / FIRE DAMPERS WILL BE REQUIRED AT FIRE RATED WALLS AND IF TRANSFER DUCTS ARE SUFFICIENT AT NON -FIRE RATED WALLS. 38. PR10R TO COMMENCEMENT OF CONSTRUCTION, THE FOLLOWING DOCUMENTS MUST BE SUBMITTED TO THE LANDLORD_ A_ CONTRACTOR'S INSURANCE CERTIFICATE B. COPY OF BUILDING PERMIT C. COPY OF CONTRACT AGREEMENT BETWEEN TENANT & CONTRACTOR D_ A COMPLETE PROJECT DIRECTORY WITH EMERGENCY PHONE NUMBERS E. A PROJECT SCHEDULE NOTING CRITICAL PATH ITEMS AND TARGET COMPLETION DATE. 39- CONTRACTOR SHALL HAVE A FIELD OFFICE W/ A TABLE & CHAIRS FOR WEEKLY MEETINGS. CONTRACTOR WILL BE REQUIRED TO HAVE A LAP TOP W/ AN E-MAIL CONNECTION CONTRACTOR WILL BE REQUIRED TO TAKE WEEKLY DIGITAL PHOTOS OF THE PROJECT AT LOCATIONS SELECTED BY W.A.I. PHOTOS WILL BE UPDATED BY THE CONTRACTOR ON W.A.L'S PROJECT WEB SITE EACH WEEK. 40. CONTRACTOR IS RESPONSIBLE FOR WEEKLY PROJECT MEETING MINUTES WHICH SHALL REFLECT THE ISSUES RELATED TO THE PROJECT. 41. EXTERIOR SIGNAGE REQUIRES SEPARATE APPROVAL AND A SEPARATE PERMIT_ 42_ ALL INDOOR FURNITURE PLACED IN THE ATRIUM AREA MUST HAVE THE MATERIALS FROM WHICH THEY ARE MADE OK'ED BY THE FIRE DEPARTMENT. 1. ALL EXISTING FLOOR COVERINGS NOT DESIGNATED TO REMAIN EXCEPT IN THE BASE BLDG_ BATHROOM TOILETS (TILE WORK ONLY) SHALL BE REMOVED AS PART OF THE CONTRACT IN THE DEMO PHASE_ THE G-C. SHALL FURNISH MATERIALS, LABOR AND SERVICES INCLUDING THE HAULAGE COSTS FOR THE DEMOLITION OF THE EXISTING INTERIOR CONSTRUCTION IN THE TENANT SPACE_ SCOPE OF WORK IS AS DELINEATED ON THE ATTACHED DWGS_, ALONG WITH NOTES, AND NOTES RELATED TO PROTECTION OF EXISTING CONSTRUCTION. 2. INSTALL WALK -OFF CARPET AT ALL ENTRANCES TO THE JOB SITE. CARPET IS TO BE KEPT DAMP AT ALL TIMES. 3. THE G.C_ IS RESPONSIBLE TO TAKE ALL PRECAUTIONS TO RESTRICT ACCESS TO DANGEROUS AREAS BY OUTSIDE PERSONNEL. TO THIS END, BARRIERS AND SIGNS SHALL BE ERECTED THROUGHOUT DEMOLITION AND CONSTRUCTION. 4. THE GENERAL CONTRACTOR SHALL REPAIR IMMEDIATELY ANY DAMAGE DONE TO THE BUILDING DUE TO DEMOLITION/ CONSTRUCTION TO AVOID DISRUPTION OF BUSINESS AND/OR FURTHER DETERIORATION. DAMAGE TO THE BUILDING WILL BE CONSIDERED FULLY REPAIRED ONLY AFTER AN APPROVAL BY THE BUILDING MANAGEMENT AND WA-1. IS OBTAINED. ANY DAMAGE OCCURRING TO THE CONCRETE SLAB SHALL BE REPAIRED TO DUPLICATE THE ORIGINAL CONSTRUCTION. (APPLIES TO DAMAGE DONE TO WOOD FLOORS AS WELL). 5. THE G.C. SHALL BE COMPLETELY RESPONSIBLE FOR THE REMOVAL FROM THE JOB SITE OF ALL VARIOUS VENDOR DEBRIS (CONSTRUCTION MATERIALS/WASTE/WRAPPING/ PACKAGES, ETC.)_ DURING THE ENTIRE COURSE OF THE PROJECT, WITH PARTICULAR ATTENTION TO SAME DURING LAST WEEK(S) OF THE JOB, DURING FURNITURE/EQUIPMENT INSTALLATION AND IMMEDIATELY PRIOR TO MOVE -IN. (THIS SHALL INCLUDE REMOVALS OF PACKAGING FROM TELEPHONE/COMM. & FURNITURE VENDORS). 6. THE G.C. SHALL MAKE AVAILABLE SAME SERVICE SUBSEQUENT TO MOVE -IN AND TO COORDINATE EXPECTED REMOVALS AS JOB APPROACHES MOVE -IN. 7. THE G.C. SHALL BE RESPONSIBLE FOR FINAL CONSTRUCTION CLEANUP, CLEANING OF ALL INTERIOR GLASS SURFACES AND SHALL PROVIDE OFFICE CLEANUP SERVICES) (CARPET, WOOD SURFACES, ETC.) FOR THE LAST MINUTE CLEANUP AT ODD HOURS (EVENINGS, WEEKENDS, ETC.). ARRANGEMENTS SHALL BE MADE TO HAVE ALL EXTERNAL WINDOW SURFACES CLEANED WITHIN TWO (2) WEEKS OF MOVE-IN/OCCUPANCY. THE G.C. SHALL COORDINATE ALL CLEANUP WITH BUILDING REPRESENTATIVES AND W.A_I_ 1. THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE AND REQUEST CLARIFICATION FROM W.A.I., REGARDING DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS BEFORE COMMENCING WITH ANY WORK. 2. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGE SCALE DETAILS OVER RIDE SMALL SCALE DETAILS_ ALL DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF W.A.I. PRIOR TO COMMENCEMENT OF INSTALLATION. 3. ALL SNAP LINES AND SPRAYED CORNERS ARE TO BE PUT DOWN AND APPROVED BY W.A.I., PRIOR TO THE START OF FRAMING. 4. PARTITIONS ARE DIMENSIONED FORM FINISH TO FINISH, U.O.N_ 5 ALL "HOLD" DIMENSIONS MUST BE MAINTAINED. 6. ALL PARTITIONS SHOWN AS "ALIGN" ARE TO BE SMOOTH AND FLUSH WITH EXISTING CONSTRUCTION. . 7_ ALL DIMENSIONS OF GLASS PARTITIONS ARE GIVEN FROM CENTERLINE TO CENTERLINE, UNLESS OTHERWISE NOTED. 8. UNLESS OTHERWISE NOTED, ALL NEW PARTITIONS SHALL HAVE STUDS AT 2'-0" ON CENTER. BOTTOM CHANNEL SHOT NAILED TO FLOOR AT 2'-0" ON CENTER_ TOP RAIL TO BE SECURELY ATTACHED TO STRUCTURE ABOVE WITH METAL STUD KICKERS EVERY 4'-O" ON CENTER IN ALTERNATING DIRECTIONS AT 45 DEGREES FOR LATERAL SUPPORT PER CODE REQUIREMENTS_ 9. PARTITIONS EXTENDING TO THE SLAB, SHALL BE SEALED TO THE SLAB, PERIMETER WALLS AND AROUND PENETRATIONS TO FORM THE PLENUM. 10_ AT ALL POINTS WHERE PARTITIONS INTERSECT WINDOW MULLIONS, SOUND DEADENING MATERIAL IS TO BE INSTALLED WITHIN CONVECTOR PLENUM_ PROVIDE NEOPRENE GASKET WITH 2045 SHEET METAL CAP_ CONNECTION SHALL HAVE THE SAME IF NOT GREATER STC RATING AS THE PARTITION ASSEMBLY. (SEE DETAIL) 11 _ AT ALL GYPSUM BOARD CORNERS AND PARTITION ENDS AND TOPS; METAL CORNER BEADS ARE TO BE INSTALLED, TAPED, SPACKLED FLUSH AND SANDED SMOOTH_ 12. WHERE REQUIRED, PROVIDE FURRING OR MINIMUM ADDITIONAL PARTITION THICKNESS W/ CONT_ INSULATION FOR PLUMBING WALLS_ 13_ ALL WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED IN ACCORDANCE WITH ALL STATE AND LOCAL BUILDING CODES. 14. ALL GLASS SHALL BE TEMPERED GLASS THROUGHOUT_ 15. ALL ROUGH AND FINISHED CARPENTRY, INCLUDING WOOD BLOCKING, WOOD DOORS, DOOR AND WINDOW FRAMES WILL BE FIRE RETARDING TREATED AS REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE AND OTHER APPLICABLE CODES FOR COMBUSTIBILITY FLAME SPREAD RATING AND SMOKE DEVELOPED RATING_ 16. WHERE METAL STUD FRAMING ADJOINS METAL DUCTS OR PIPES, OR -WHERE TWO METALS ARE AFFIXED TO EACH ...OTHER, THE GENERAL CONTRACTOR WILL PROVIDE INSULATING MATERIAL BETWEEN SO THAT NO VIBRATION OR NOISE WILL BE TRANSMITTED. ALL LOCATIONS ARE TO BE BROUGHT TO W.A.I. ATTENTION. 17. AT ALL RATED PARTITIONS AND PARTITIONS OR BAFFLES EXTENDING TO THE FLOOR STRUCTURE ABOVE WILL BE SCALED TO THAT STRUCTURE, TO PERIMETER WALLS AND AROUND ANY PENETRATIONS SUCH AS PIPES OR DUCTS_ WHERE A DUCT OR OTHER CONSTRUCTION RUNS PARALLEL WITH A RATED PARTITION, OFFSET THAT PARTITION ABOVE THE CEILING AROUND THE CONSTRUCTION TO MAINTAIN THE FIRE RATING. ALL SUCH CONDITIONS SHOULD BE IDENTIFIED ON THE COORDINATION DRAWINGS AND SUBMITTED TO THE W.A.1_ FOR APPROVAL. 18. ALL GYPSUM WALL BD_ USED WILL BE 5/8" FIRE CODE "X" BY U.S.G. UNLESS OTHERWISE NOTED_ 19. GENERAL CONTRACTOR TO SCAR PATCH ALL CORE WALLS AND PERIMETER BASE BUILDING WALLS NOT IN ALIGNMENT WITH THE ADJACENT CORE WALLS & SCARED FROM DEMOLITION OR EXISTING CONDITIONS AS REQUIRED_ 20. GENERAL CONTRACTOR TO PROVIDE BUTT JOINTS AT ALL GLASS TO GLASS CONNECTIONS AND MITERED GLASS AT ALL GLASS TO GLASS CORNERS. U_O_N_ GENERAL CONTRACTOR TO PROVIDE CLEAR SILICONE 0 ALL GLASS JOINTS AS DIRECTED IN THE FIELD BY W.A.I. 21. CONTRACTOR IS RESPONSIBLE TO COORDINATE DEPTH OF FIRE EXTINGUISHER CABINET WITH NEW PARTITIONS. CONTRACTOR TO THICKEN SPECIFIED PARTITION AS REQUIRED TO INSTALL CABINET CORRECTLY AS MANUFACTURER RECOMMENDS. CONTRACTOR TO THICKEN PARTITION AS REQUIRED TO HOLD NEW CABINET. PARTITIONS TO BE THICKENED FOR ENTIRE LENGTH OF WALL. 22_ ALL PTD./MTL. GYP. BD. WALL/CEILING REVEALS SHALL BE CONTINUOS W/ WELDED AND MITERED CONNECTIONS TYPICAL. 23. CONTRACTOR TO PROVIDE SOUND RESISTANT SEALANT AT ALL LOCATIONS WHERE CONDUIT, J-BOXES, PLUMBING PIPES, ETC. PIERCE ACOUSTICAL PARTITIONS OR CEILINGS. CONTRACTOR TO OBTAIN "EQUAL TO" STC/NRC RATINGS AT PARTITIONS WITH NO PIERCING_ 24. AT ALL PARTITIONS NOT EXTENDING TO FLOOR STRUCTURE ABOVE, METAL STUDS WILL EXTEND AND BE ANCHORED TO THAT STRUCTURE AT ALL DOORS, PARTITION CORNERS AND AT ALL PARTITIONS AT 8'-0" O.C. MAXIMUM. 25. ALL SURFACES SCHEDULED TO RECEIVE WALL COVERING MUST BE ABSOLUTELY FREE OF ANY DEFECT THAT WILL BE VISIBLE THROUGH THE INSTALLED WALL COVERING_ SUCH SURFACES WILL RECEIVE ONE (1) COAT OF FLAT PRIME PAINT PRIOR TO INSTALLATION. THE GENERAL CONTRACTOR WILL APPLY ALL WALL COVERING IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. THE GENERAL CONTRACTOR WILL EXAMINE ALL SUCH MATERIALS FOR DEFECTS AND VARIATION IN COLOR BEFORE APPLICATION, AND NOTIFY W.A.I. IF ANY SUCH DEFECTS ARE FOUND. 26. CONTRACTOR SHALL PROVIDE A MINIMUM OF LEVEL "5" FINISH ON ALL GYP_ BD_ WALLS PRIOR TO PAINTED FINISH APPLICATION. NEW PARTITIONS SHALL BE APPROVED FOR FINISH BY W.A.I. PRIOR TO PAINTING. 27_ CONTRACTOR TO SPRAY PAINT ALL FIXTURES, WALLS, MILLWORK, OUTLETS, LIGHTS, ETC. FOR W.A.1_ APPROVAL PRIOR TO ANY CONSTRUCTION STARTING. ONCE W.A.I. APPROVES ALL LAYOUTS CONTRACTOR TO PROVIDE WITH THE PROJECT. TOM" *;III 1. ALL NEW DOORS SHALL BE EDGE BANDED WITH THE SAME MATERIAL AS THE DOOR FACE, UNLESS OTHERWISE NOTED_ 1. REFER TO FINISH PLAN(S) AND TO SPECIFIC NOTES AND/OR SPECIFIC DETAILS THEREON. ALSO, SEE CONSTRUCTION AND FIRE DEPARTMENT NOTES. 2. SUBMIT THREE (3) 12" X 12" PAINT SAMPLES OF ALL COLORS IN THE SPECIFIED FINISH FOR APPROVAL BY W.A.I.. SAMPLES SHALL BE SUBMITTED CARDBOARD DRAW DOWNS. 3. WALL FINISHES SHALL CONFORM TO LOCAL BUILDING CODES FOR FLAME SPREAD RATING. 4. WALL SURFACES SHALL BE PREPARED FOR PAINT. ALL PAINT SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS FOR THE PARTICULAR SURFACES_ PROVIDE MINIMUM TWO (2) COATS OF PAINT FINISHES OVER (1) COAT PRIMER (OR AS REQUIRED). REPAINT OR TOUCHUP AREAS, WHERE NECESSARY, PRIOR TO COMPLETION. FULL AREA REPAINTS ARE REQUIRED, SPOT TOUCHUPS WILL NOT BE ACCEPTED. 5. WALL SURFACES RECEIVING VINYL WALL COVERING SHALL RECEIVE ONE COAT OF SEALER AND/OR PRIMER COAT IN FLAT FINISH_ 6. PAINT FINISH OF ALL WALLS & COLUMNS SHALL BE "EGGSHELL". ALL CEILINGS, FACIAS & SOFFITS SHALL BE "FLAT", U_O.N. 7. PAINT FINISH OF ALL METALS PARTS, I.E., DOORS AND DOOR FRAMES, CONVECTOR ENCLOSURES, WINDOW FRAMES, METAL POCKETS, METAL TRIM (NOT SHOP FINISHED), ETC., SHALL BE SPRAYED ON ALKYD SEMI -GLOSS, U.Q.N. PAINT FINISH ON ALL WOOD DOORS, CASEWORK AND MILLWORK WHERE SPECIFIED IS TO BE SPRAYED -ON SEMI -GLOSS ENAMEL FINISH. 8. SEAMS MUST BE BUTTED STRAIGHT. ALL MATERIAL MUST BE LEFT CLEAN WITHOUT UNGLUED EDGES OR AIR BUBBLES. CUT EDGES MUST BE CONCEALED ,BY HARDWARE, ELECTRICAL COVER PLATES, ETC. NO PERPENDICULAR SEAMING WILL BE ACCEPTED AT DOOR OR PASSAGES. 9. WALL COVERING CONTRACTOR SHALL COORDINATE ALL WALL COVERING APPLICATION IN OR ON CABINET WORK WITH CABINET CONTRACTOR. 10. ALL ACCESS PANELS SHALL BE PAINTED TO MATCH ADJACENT FINISHES, U.Q.N. 11. FLASH PATCHING OF ALL FLOORS WILL BE COMPLETED AND REVIEWED BY W_A.I_ PRIOR TO THE INSTALLATION OF THE FLOOR FINISH. THE GENERAL CONTRACTOR NEEDS W.A.I_'S FINAL APPROVAL BEFORE PROCEEDING WITH THE INSTALLATION. IF THIS IS NOT RECEIVED W.A.I. HAS THE RIGHT TO ASK THE GENERAL CONTRACTOR TO CORRECT THE PROBLEM AT NO ADDITIONAL COST. 12. CONTRACTOR SHALL REMOVE ALL EXISTING BASE BOARDS AND FLOORING MATERIALS, U_O.N_, TO EXPOSE ORIGINAL BUILDING SUB FLOORING (PLYWOOD OR CONCRETE). PATCH AND REPAIR SUB FLOOR TO RECEIVE NEW FINISH FLOORING IN ADEQUATE TIME FOR INSTALLATION. 13_ WHERE CARPETING MEETS VINYL OR TILE, PROVIDE MERCER (OR EQUAL) VINYL COMMERCIAL CARPET REDUCER MOLDING, U.O.N_ FOR ALL OTHER CONNECTION DETAILS BETWEEN FLOORING MATERIALS SEE THE ATTACHED DETAIL SHEETS. 14. WHERE CARPETING OCCURS IN DOORWAYS, LOCATE SEAMS UNDER CENTER OF DOOR_ 15. CLOSETS ARE TO RECEIVE THE SAME FLOOR COVERING, PAINT & CEILINGS AS THE ROOMS IN WHICH THEY OCCUR, U.O.N_ 16. UNLESS OTHERWISE NOTED, PROVIDE RESILIENT BASE. STRAIGHT: AT ALL CARPETED; COVE: AT ALL HARD FLOOR AND TILED AREAS; ALL BASES ARE TO BE MITERED AT INSIDE & OUTSIDE CORNERS. 17. INSTALL WALL BASE AFTER WALL COVERING AND CARPETING. 18. FLOORING CONTRACTOR SHALL TEST FLOOR SLAB WHERE WOOD IS BEING INSTALLED FOR MOISTURE. IF REQUIRED, SEAL FLOOR SLAB WITH DECO-REZ, #3501 M MOISTURE GUARD, OR APPROVED EQUAL BEFORE INSTALLATION OF WOOD FLOORING. 19. IN AREAS RECEIVING CERAMIC OR STONE TILE; GROUT IS TO MATCH FLOOR COLOR, U.O_N_ WHERE EDGE OF TILE IS EXPOSED, USE MATCHING FINISH TRIM STRIP. PROVIDE CLEAR PROTECTIVE SEALER AT GROUT PER MANUFACTURER'S SPECIFICATIONS. TEST AN INCONSPICUOUS AREA IN ORDER TO VERIFY THE DESIRED RESULTS_ G.C. TO GET FINAL APPROVAL FROM W.A.I. PRIOR TO PROCEEDING_ 20. FLOORING CONTRACTOR SHALL PROVIDE SLIP RESISTANT FLOORING AS REQUIRED PER CODE. CONTRACTOR TO SUBMIT STONE SAMPLES WITH FOR TESTING_ 21 _ THE GENERAL CONTRACTOR WILL DOUBLE UP METAL STUDS AT ALL DOORS AND WINDOW OPENINGS UNLESS OTHERWISE NOTED. ALL PARTITIONS W/ MOVEMENT TO BE SECURED & REINFORCED AS REQUIRED. 22. THE GENERAL CONTRACTOR WILL SUBMIT FOR W.A.I. APPROVAL, IN ADDITION TO OTHER SUBMITTALS DESCRIBED HEREIN, A COLOR CODED DRAWING INDICATING THE LAYOUT AND SEAMING OF OF ALL CARPET. GENERAL CONTRACTOR TO PROVIDE CREDIT FOR THIS SCOPE OF WORK IF DRAWINGS ARE NOT PROVIDED WHERE CARPET SEAM OCCURS IN DOORWAY, SEAMS ARE TO BE LOCATED DIRECTLY UNDER THE CENTER OF THE DOOR, SO AS TO BE CONCEALED WHEN THE DOOR IS CLOSED. ALL SPECIAL INSTALLATIONS (I.E.-1/4 TURN, ETC.) ARE TO BE CLOSED. 23. RESILIENT TILE FLOORING WILL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS WITH THE PATTERN RUNNING IN MANUFACTURER'S RECOMMENDATIONS WITH THE PATTERN RUNNING IN ONE DIRECTION U.O.N.. VERIFY PATTERN WITH W.A.I. IF W.A.I. DOES NOT GIVE APPROVAL ON FLOOR PATTERN, THE FLOORING SCOPE WILL BE REMOVED AND REINSTALLED IN THE REQUESTED PATTERN AT NO ADDITIONAL COST. FLOORS ARE TO BE SEALED PER MANUFACTURER'S RECOMMENDATIONS 24. ALL JOINTS BETWEEN DIFFERENT AND SAME FLOORING MATERIALS ARE TO BE EXACTLY EVEN U.O.N.. GENERAL CONTRACTOR TO PROVIDE FLOOR PATCHES AS REQUIRED TO ACHIEVE THIS. 25_ RESILIENT TILE FLOORS WILL BE GIVEN (MIN.) THREE (3) APPLICATIONS OF AN APPROVED NON -SLIP WAX THOROUGHLY MACHINE BUFFED, PRIOR TO THE PLACEMENT OF FURNITURE AND PRIOR TO THE OWNER'S MOVE IN DATE. THE FLOOR FINISH IS TO BE APPROVED BY WA-1. 26. GENERAL CONTRACTOR SHALL PROVIDE A MINIMUM OF ONE (1) ADDITIONAL GALLON OF PAINT OF ALL WALL AND CEILING COLORS USED ON THE PROJECT TO THE OWNER FOR FUTURE TOUCHUP AS REQUIRED. 27. GENERAL CONTRACTOR SHALL PROVIDE ADDITIONAL 5% ATTIC STOCK VCT, SPECIAL CARPET (BROADLOOM OR TILE), GENERAL CARPET AND ALL ACCENT CARPET THROUGHOUT. 28. W.A.I. IS TO WALK THE SITE PRIOR TO THE APPLICATION OF THE FINISH WALL COMPOUND COAT AND MARK ALL DEFECTS. CONTRACTOR SHALL OBTAIN WA.I_S WRITTEN APPROVAL OF WALL SURFACE BEFORE FINAL PAINT OR FINISH APPLICATION IS APPROVED. 29. WITHIN TWO (2) WEEKS AFTER COMPLETION AND TOTAL OCCUPANCY OF PREMISES, ALL SURFACES SHALL BE INSPECTED AND ANY NICKS SCRATCHED, AND/OR DEFECTS SHALL BE TOUCHED UP AS REQUIRED BY W.A.I. AT NO COST TO THE OWNER. 30- CONTRACTOR TO PROVIDE FLOOR LEVELING OF 1 /4" IN 1O'-0" (TYP.). 31. PROVIDE SHOP DRAWINGS ILLUSTRATING LOCATION & INSTALLATION OF DETAILS FOR ALL STONE, CERAMIC, WOOD AND RUBBER/VINYL BASE 32_ FLOORING CONTRACTOR SHALL PROVIDE MATT FINISH Architecture • Interiors 3859 Cardiff Avenue Culver City, California 90232 Tel:310.204.2290 Fax: 310.838.6109 Email: design@wolcottai.com L 0 W F-- V) GROUND FLOOR BULLETIN TWO/RE-ISSUE 10-18-04 FOR PLAN CHECK PLAN CHECK CORRECTIONS 8-31-04 �BULLETPN ONE 8-31-04 ISSUE FOR PLAN CHECK 8-20-04 NO DESCRIPTION BY DATE PROJ. DIRECTOR: A.J. WILDER PROD. DESIGNER: C. ST. LOUIS . DRAWN BY: MAF/JAA JOB NO.: 04-969-100-1 SCALE: 1/8" = 1'-0" DATE: 06-14-04 The above drawings and specifications and ideas, designs and arrange- ments represented thereby are and shall remain the property of the designer, and no part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specified project for which they have been prepared and developed without the written consent of the designer. Visual contact with these plans or specifications shall constitute conclusive evidence of acceptance of these restrictions. Written dimensions on these drawings shall hove precedence over scaled dimensions. Contractor shall verify and be responsible for all dimen- sions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before pro- ceeding with fabrication, SHEET TITLE GENERAL NOTES SHEET NO. STONE FLOORING, U_O.N. GN . 1 i' 0 REFLECTED CEILING NOTES H.V.A.C, NOTES w 33. CHECK THE DYE LOT AND PATTERN SEQUENCE PRIOR TO CUTTING- DO NOT MIX DYE LOTS OR DYE SERIES. 34. INSTALL CARPET WITH BACK MARKED ARROWS RUNNING IN THE SAME DIRECTION ALONG WITH MARKING THREADS ON THE PRIMARY BACKING CONSISTENT ON LEFT OR RIGHT SIDE. 35. ALL CARPET INSTALLATIONS SHOULD BE INSTALLED IN ACCORDANCE WITH THE MINIMUM STANDARDS SET FORTH IN CRI 104-1996 STANDARD FOR INSTALLATION OF COMMERCIAL CARPET. 36. A COMPREHENSIVE SEAMING DIAGRAM MUST BE SUBMITTED AND APPROVED BY THE PURCHASING PARTIES BEFORE INSTALLATION. 37. ALL ADJOINED AND SEAMED EDGES OF CARPET SHALL BE SEALED WITH 1 /8" BEAD OF SOLVENT OR EVA ACRYLIC SEAM SEALER. (CRI 104-1996, 8-5 AND 9.5) THIS BEAD OF SEALER MUST BE APPLIED AT THE PRIMARY YARN BUNDLE AND SECONDARY BACK LEVEL SO THAT IT TRANSFERS TO TO THE ADJACENT EDGE AND BONDS THE EDGES THUS PREVENTING UNRAVELING. SEAM SEALER SHOULD NEVER CONTACT THE FACE FIBERS. 38. LENGTH SEAM PREPARATION MUST BE MADE BY ROW CUTTING THE CARPET AT A SPECIFIC POINT THAT WILL ALLOW A PATTERN MATCH WITH ADJOINING SHEETS. USE AN AWL, SCREWDRIVER OR SIMILAR TOOL TO "RUN THE ROW" WHICH SEPARATES THE STITCH ROWS TO BE CUT BETWEEN- CUT CARPET WITH A LOOP PILE CUTTER OR CUSHION BACK CUTTER. DO NOT TRACE OR DOUBLE CUT PRODUCTS. 39- SUBMIT (3) SAMPLES OF ALL FINISH MATERIALS (STONE, CARPET, WOOD, ETC.) FOR REVIEW BY W.A.I. 1. ALL CUSTOM CABINET OR MILLWORK SHALL FURNISHED, DELIVERED AND INSTALLED BY CABINET CONTRACTOR- 2- MILLWORK CONTRACTOR TO VERIFY AND BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL SITE CONDITIONS, DIMENSIONS AND DELIVERY ACCESS PRIOR TO INSTALLATION. IF WALL MOVEMENT OCCURS IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE THESE FIELD CONDITIONS. 3. MILLWORK CONTRACTOR TO COORDINATE WITH PARTITION CONTRACTOR TO VERIFY SIZE AND PLACEMENT OF BLOCKING AS REQUIRED TO SUPPORT WALL HUNG CABINETS. 4. ALL MILLWORK, BLOCKING, GROUNDS AND ROUGH BLOCKS TO BE FIRE RETARDANT TREATED IN ACCORDANCE WITH LOCAL MUNICIPAL CODES- 5. WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH CABINET WORK, LAMPS AND FIXTURES ARE TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR. CUTOUTS FOR SWITCHES, OUTLETS, ETC., SHALL BE PROVIDED BY THE MILLWORK CONTRACTOR AND COORDINATED WITH THE ELECTRICAL CONTRACTOR. VERIFY EXACT PLACEMENT OF ALL GROMMETS IN THE FIELD WITH W.A.I. 6. MILLWORK CONTRACTOR SHALL SUBMIT SHOP FABRICATION DRAWINGS (ONE TRANSPARENCY AND THREE BLUE LINE PRINT OF EACH DRAWING) FOR APPROVAL BY W.A.I., PRIOR TO ANY FABRICATION. 7. THE APPROVAL OF SHOP DRAWINGS SHALL BE GENERAL AND/OR FOR AESTHETIC INTERPRETATION- AND EXCEPT AS OTHERWISE INDICATED, SHALL NOT BE CONSTRUED AS: PERMITTING ANY DEPARTURE FROM CONTRACT OR LEASE REQUIREMENTS; RELIEVING THE CONTRACTOR OF RESPONSIBILITY FOR ANY ERROR IN DETAILS, DIMENSIONS, OR OTHER -ADDITIONAL DETAILS OR INSTRUCTIONS PREVIOUSLY FURNISHED BY W.A.I. THE CONTRACTOR SHALL CORRECT ERRORS IN/AND OMISSIONS FROM THE WORK, WITHOUT ADDITIONAL COST TO THE TENANT WHETHER OR NOT WORK WAS INSTALLED AS PER APPROVED SHOP DRAWINGS. 8. ALL MILLWORK SHALL BE FABRICATED OF MINIMUM 3/4 INCH STOCK WITH HARDWOOD EDGES, U.O.N_ 9. ALL PLASTIC LAMINATE TOPS AND FACES TO HAVE BALANCING BACKER SHEETS. 10. MILLWORK CONTRACTOR SHALL SUBMIT ALL PAINT, WOOD AND SPECIAL FINISH SAMPLES IN TRIPLICATE FOR APPROVAL BY W.A.I. PRIOR TO FABRICATION. 11. MILLWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WALL COVERING IN OR ON CABINET WORK, UNLESS OTHERWISE NOTED. 12. ALL MILLWORK SHALL BE FINISHED IN SHOP WITH NECESSARY TOUCH-UP TO BE PERFORMED ON JOB SITE AFTER INSTALLATION 13. ALL MILLWORK TO BE MANUFACTURED IN ACCORDANCE WITH THE "WOODWORK INSTITUTE OF CALIFORNIA" MANUAL OF MILLWORK: A- PREMIUM GRADE CONSTRUCTION, U-O-N., FOR ALL HARDWOOD AND VENEER FINISHED MILLWORK. B_ CUSTOM GRADE CONSTRUCTION, U.O.N_, FOR ALL PLASTIC LAMINATE FINISH MILLWORK, SEE EXCEPTION BELOW. EXCEPTION TO 13 B: INTERIOR FACES OF HINGED DOORS SHALL BE FACED WITH THE SAME LAMINATE AS THE EXPOSED SURFACES_ 14. HARDWARE SPECIFICATIONS (U.O_N., SEE MASTER LEGEND): A. PULLS; 4"_ "WIRE PULLS" SATIN CHROME. B. HINGES, FULLY CONCEALED, 180' OPENING, SELF CLOSING- C. DRAWER SLIDES, 75LB. CAPACITY, FULL EXTENSION. 15. UNLESS OTHERWISE NOTED, INTERIOR FINISHES OF HARDWOOD FINISHED CABINETRY SHALL MATCH EXTERIOR FINISH. INTERIOR FINISHES OF PLASTIC LAMINATE CABINETRY SHALL BE: (U.O.N-) A- PLASTIC LAMINATE TO MATCH EXTERIOR FOR ALL OPEN CABINETS. B. WHITE "MELAMINE" OR "KORTRON" FINISH FOR ALL ENCLOSED CABINETS. 16. CONTRACTOR TO UNDERCUT ALL DOORS AS REQUIRED FOR PROPER OPERATION. 17. STORAGE, COAT CLOSET SHELVING & OTHER SOLID MILLWORK SHALL RECEIVE MIN. THREE (3) COATS OF LACQUER OR POLYURETHANE FINISH OR PER MANUF. SPECS. WHICH EVER IS GREATER. U.O.N. 18- CONTRACTOR TO PROVIDE MIN. 24"X24" MOCK-UP OF ALL PATTERNED WOOD/WOOD PANEL DESIGNS THROUGHOUT THE PROJECT FOR APPROVAL PRIOR TO THE COMMENCEMENT OF WORK- 19. ALL WOOD DOORS SHALL BE EDGE BANDED. BANDING TO 1. ALL WORK TO BE PERFORMED BY ELECTRICAL CONTRACTOR SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE BUILDING CODES, ORDINANCES AND ENERGY REQUIREMENTS, AND SHALL BE PERFORMED BY DULY LICENSED ELECTRICIANS, 2. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE POWER AND WIRING AND FOR ALL DISTRIBUTION FACILITIES TO THE DEMISED PREMISES, INCLUDING BUT NOT LIMITED TO PANELS, SWITCHES, BREAKERS, ETC., TO MEET ALL SPECIFIED REQUIREMENTS. 3. THE ELECTRICAL CONTRACTOR SHALL PERFORM ALL CHOPPING, CUTTING AND DRILLING OF PARTITIONS AND FLOORS NECESSARY FOR THE PROPER INSTALLATION OF ALL ELECTRICAL WORK. 4- ALL BUSHINGS, SWITCHES, ELECTRICAL, TELECOMMUNICATIONS & DATA OUTLET DEVICES AND COVER PLATES, ETC. SHALL BE "LEVITON" "DECORA SERIES" CONTROLS & ACCESSORIES, FINISH TO BE SPECIFIED. ALL COVER PLATES ARE "SCREW LESS" TYPE. THE GENERAL CONTRACTOR WILL INSTALL COVER PLATES FOR ALL SUCH DEVICES AFTER THE COMPLETION OF THE WALL, FLOOR & CEILING FINISHES, UNLESS OTHERWISE INSTRUCTED_ ALL DEVICES ARE TO BE INSTALLED LEVEL AND PLUMB. ALL MULTIGANG SWITCH LOCATIONS TO HAVE SCREWLESS AND TYPE COVERS. 5. ALL HIGH AND LOW VOLTAGE WIRING TO BE INSTALLED IN PROPERLY SIZED CONDUIT AS REQUIRED BY STATE AND LOCAL CODES. 6- COMM. & ELECT. OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSION ON WOLCOTT POWER & DATA PLANS. WHERE NO DIMENSION IS INDICATED, OUTLET LOCATIONS SHALL BE SCALED OFF DRAWINGS. CONTRACTOR TO MARK ALL OUTLET LOCATIONS & HEIGHTS ON THE FLOOR SLAB W/ SPRAY PAINT. W.I. TO APPROVE LAYOUT BEFORE THE START OF THE INSTALLATION. ANY OUTLET INSTALLED W/ OUT W.I.S SIGNED APPROVAL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR - CONTRACTOR TO NOTIFY W.A.I. (3) THREE DAYS PRIOR TO THE WALK-THRU OF THE LAID OUT SPACE 7. OUTLETS INDICATED AS BACK TO BACK SHALL BE INSTALLED STAGGERED, UNLESS OTHERWISE NOTED. 8- ALL HIGH AND LOW VOLTAGE WIRING TO RUN CONCEALED IN WALLS, COLUMNS, FLOOR AND ABOVE SUSPENDED CEILING, U.O.N. 9. ELECTRICAL CONTRACTOR SHALL RELATE TO EQUIPMENT ON FURNITURE PLAN FOR DESCRIPTION OF EQUIPMENT WHICH WILL RECEIVE SEPARATE CIRCUITING OR SPECIAL OUTLETS. FIELD SURVEY OWNER'S EXISTING EQUIPMENT FOR WIRING AND ELECTRICAL REQUIREMENTS FOR SAID EQUIPMENT. 10. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES, INCLUDING HVAC CONTRACTOR IN CONNECTION WITH SUSPENDED CEILING INSTALLATION AND MECHANICAL EQUIPMENT- H.V.A.C. CONTRACTOR SHALL DIRECT THIS CONTRACTOR AS TO ADEQUATE POWER AND CABLE REQUIREMENTS OF VARIOUS H.V.A.C. EQUIPMENT. ALL WIRING OF EQUIPMENT AND CONTROLS SHALL BE PERFORMED BY ELECTRICAL CONTRACTOR. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED FIRE AND LIFE SAFETY DEVICES REQUIRED BY BUILDING AND FIRE CODES AND/OR FIELD INSPECTORS (I.E., EXIT SIGNS, STROBES, SPEAKERS, ETC.) WHETHER OR NOT SHOWN OR OTHERWISE INDICATED ON DESIGN DRAWINGS. ILLUMINATED EXIT SIGNS SHALL BE ON A 24-HOUR CIRCUIT 1N COMPLIANCE WITH U.B.C. CHAPTER 10, SECTION 1013. 12. ALL TELEPHONE WORK IS TO BE COORDINATED WITH TELEPHONE COMPANY REPRESENTATIVE AND TENANT'S TELEPHONE CONTRACTOR. 13. WHERE TELEPHONE OR DATA OUTLETS ARE INDICATED, CONTRACTOR SHALL PROVIDE ONE SINGLE GANG WALL BOX (OR FLOOR BOX, AS REQUIRED) WITH 3/4" CONDUIT STUBBED UP 6 INCHES ABOVE THE CEILING, U.O.N. GENERAL CONTRACTOR SHALL SUPPLY INTERFACE DEVICES AND COVER PLATES. INSTALLATION AND DEMOLITION OF ALL TELEPHONE AND DATA CABLING SHALL BE DONE BY THE TENANT'S OWN VENDOR- IF OUTLET IS INDICATED AS FUTURE, ELECTRICAL CONTRACTOR SHALL PROVIDE A BLANK COVER PLATE TO MATCH ELECTRICAL COVER PLATES_ ALL TELEPHONE AND ELECTRICAL OUTLETS FOR TELEPHONE EQUIPMENT SHALL BE VERIFIED AND APPROVED BY TENANT'S TELEPHONE COMPANY AND SHALL APPROVE ALL CONDUIT SIZES AND LOCATIONS- 14. CEILING CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO VERIFY THAT ADEQUATE DEPTH IS PROVIDED ABOVE CEILING TO ACCOMMODATE RECESSED LIGHTING FIXTURES. BEFORE PROCEEDING WITH WORK, WOLCOTT ARCHITECTURE INTERIORS, SHALL BE NOTIFIED OF ALL OBSTRUCTIONS THAT WOULD INTERFERE WITH LIGHTING LAYOUT. W.A.I. RESERVES THE RIGHT TO ALTER CEILING HEIGHTS TO ACCOMMODATE CONFLICTS THAT MAY OCCUR- 15. FOR FIXTURE LOCATIONS AND SPECIFICATIONS REFER TO REFLECTED CEILING PLANS AND MASTER LEGEND. 16. ALL DIMENSIONS OF LIGHTING FIXTURES ARE GIVEN FROM CENTERLINE TO CENTERLINE, U.O.N. 17. ALL INCANDESCENT DOWN LIGHT AND WALL WASH FIXTURES SHALL BE: A. INSTALLED IN DEAD CENTER OF CEILING TILE, U.O.N. LESSER WATTAGE LAMPS MAY BE SPECIFIED, U.O.N. 18. LIGHT FIXTURES IN FIRE -RATED CORRIDOR CEILINGS SHALL BE FIRE RATED PER STATE AND LOCAL CODES- 19. WHERE ONE (1) SWITCH ONLY IS INDICATED ON PLAN, CONTRACTOR SHALL PROVIDE ADDITIONAL SWITCHES AS REQUIRED IN ACCORDANCE WITH C.A.0 TITLE 24 AND BEST TRADE PRACTICES. SUCH SWITCHES SHALL BE IN LOCATIONS AS INDICATED ON PLAN (WITHIN 6" OF DOOR JAMB, U.O.N.) AND GROUPED IN 1 SINGLE GANG PLATE, "SCREW LESS" TYPE. NO EXCEPTIONS_ 20- ELECTRICAL CONTRACTOR (ENGINEER) SHALL PROVIDE NIGHT LIGHTING BY ASSIGNING SELECTED FIXTURES TO A 24-HOUR (EMERGENCY) CIRCUIT AND AS REQUIRED BY LOCAL ELECTRICAL CODES. 21. THE CONTRACTOR SHALL INSTALL ALL FURNITURE PANEL OUTLETS. 22- INSTALL ALL WALL -MOUNTED TELEPHONE, ELECTRICAL AND DATA OUTLETS AT + 15" A.F.F., U.O.N. 23_ INSTALL LIGHT SWITCHES AT +42" A_F.F_ AND WITHIN 6" OF DOOR JAMBS, U.O.N. 24. ALL OUTLETS AND SWITCHES LOCATED ABOVE COUNTER TOPS SHALL BE MOUNTED VERTICALLY, U.O.N., AND HORIZONTALLY ALIGNED_ 25. THERMOSTATS SHALL BE INSTALLED AT +42" A.F.F. AND ADJACENT TO LIGHT SWITCHES (TYPICAL), U.O.N. 26. ALL OUTLETS, SWITCHES AND JUNCTION BOXES LOCATED IN ACOUSTICAL PARTITIONS SHALL RECEIVE BACKING EQUIVALENT TO "LOWRIES ELECTRICAL PADS." 27. ALL CONDUIT, OTHER THAN THAT USED FOR ELECTRICAL WIRING, SHALL RECEIVE PULL WIRES INSTALLED BY THE CONTRACTOR_ 28- CONTRACTOR TO COORDINATE INSTALLATION OF OVERRIDE SWITCHES (OR TIME CLOCKS) FOR MOTION DETECTOR ACTIVATED LIGHTS IN CONFERENCE ROOMS, ASSEMBLY ROOMS AND OTHER PRESENTATION OR SPECIAL FUNCTION ROOMS. CONTRACTOR TO VERIFY W/ ARCHITECT EXACT MOUNTING LOCATIONS BEFORE THE COMMENCEMENT OF THE INSTALLATION. 29. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH FURNITURE SYSTEM INSTALLER TO PROVIDE OUTLETS, FEEDS, CONDUITS, WHIPS, BOXES AND ANY OTHER COMPONENTS FOR CONNECTION NOT PROVIDED BY SYSTEMS FURNITURE MANUFACTURER. 30- ALL EXISTING ELECTRICAL/COMMUNICATIONS & BLANK J-BOXES ARE TO BE REMOVED & HOLES FILLED AND PATCHED IN THE EXISTING SHEET ROCK. PATCHES AND REPAIRED SURFACES SHALL BE EQUAL TO NEW. 31 _ CONTRACTOR TO VERIFY ALL LOCATIONS OF FIRE DEVICES AND T-STATS. CONTRACTOR SHALL PROVIDE A PRINTED LAYOUT OF ALL DEVICES FOR APPROVAL BY W.A.I. PRIOR TO INSTALLATION- 32. CONTRACTOR TO PROVIDE ALL CEILING MTD. SPEAKER STROBES WITH WHITE FINISH U.O.N. AND IN THE CENTER OF THE CEILING TI LE- 33. ALL NEW "POKE-THRU" SLEEVES SPECS WILL BE MANUF. BY "HUBBELL" #PT7XC WITH MULTI SERVICE PEDESTAL FR80A DBC. 34- CONTRACTOR TO FOLLOW DETAIL FOR BACK TO BACK OUTLET CONFLICTS- SEE DETAIL SHEET. 35_ ALL FLUORESCENT LIGHT FIXTURE BULBS ARE TO BE 3500K U.O.N_ 36- CONTRACTOR TO PROVIDE ALL LIGHTS AND EXIT SIGNS IN MECHANICAL ROOMS, STORAGE ROOMS, ETC. FOR CODE COMPLIANCE OF REQUIRED FOOT CANDLES. 37- CONTRACTOR TO PROVIDE RIGID CONDUIT THROUGHOUT. 38. CONTRACTOR TO PROVIDE LIGHT SWITCHES AND CIRCUITING AT ALL RECEPTION, TRAINING, CAFETERIA, KITCHEN, DINING, LAB, WAREHOUSE, BATHROOM, VESTIBULE, STAIRWELL & CORRIDOR, ETC. AS REQ. TO OBTAIN SINGLE SWITCHING FROM EACH ROOM OR AREA. 39_ CONTRACTOR TO PROVIDE MOTION DETECTORS THROUGHOUT UNLESS OTHERWISE NOTED. 40- ANY UNDER DECK ELECTRICAL/COMMUNICATIONS FEEDS MUST BE EDIT AND HELD TIGHT TO DECK- 41- ALL MAGNETIC HOLD OPENS SHALL BE HOOKED UP TO THE NEW BUILDING CLASS "E" SYSTEM AS REQUIRED TO OPERATE DURING AN EMERGENCY. 42. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THE ARCHITECTURAL & ENGINEERING DWGS. THE GREATER SCOPE OF WORK SHALL SUPERSEDE THE LESSOR. 44. THE CONTRACTOR SHALL CLEARLY LABEL THE CIRCUIT BREAKER SWITCHES IN THE FLOOR ELECTRICAL CLOSET FOR EACH SUITE BY SUITE NUMBER, TENANT NAME AND ROOM OR EQUIPMENT DESIGNATION- 45- THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF AT LEAST (1) 4'x8' FIRE RESISTANT TELEPHONE BACKBOARD, PAINTED TO MATCH ADJACENT WALL (PRIOR TO WIRING). G.G. SHALL VERIFY QUANTITY AND LOCATION OF BACKBOARDS REQUIRED- 46- THE ELECTRICAL CONTRACTOR SHALL PROVIDE A MIN. OF (2) 3" CONDUITS FROM THE SUITE'S I.T. ROOM TO THE FLOOR TELEPHONE CLOSET. THE G_C_ SHALL VERIFY TENANT'S CONDUIT REQUIREMENTS PRIOR TO INSTALLATION. 1. SUSPENDED CEILING SYSTEM MUST BE AN APPROVED TYPE INCOMBUSTIBLE CEILING SUBJECT TO BUILDING DEPARTMENT APPROVAL. 2. TILE SHALL NOT TO EXCEED 1.6 POUNDS PER SQUARE FOOT. MINERAL TILE SHALL CARRY U.L. LABEL - FLAME SPREAD TO BE 25 OR LESS. 3. CEILING CONTRACTOR SHALL PROVIDE ALL NECESSARY BRIDGING, BLOCKING BLOCKING AND CUTOUTS REQUIRED FOR THE INSTALLATION OF ALL LIGHTING FIXTURES, SPEAKERS, DIFFUSERS, GRILLS, ETC. 4. ALL EXHAUST FANS SHALL BE SILENT RUNNING AND HAVE A MINIMUM 8'-0" LONG DUCT BETWEEN THE RETURN AIR GRILLE AND THE FAN MOTOR. DUCT SHALL BE LINED WITH 1" THICK FIBERGLASS LINER: AN EQUIVALENT LENGTH OF GLASS FIBER FLEXIBLE DUCT IS ACCEPTABLE. DO NOT LOCATE FAN MOTOR ABOVE CEILING OF ROOM SERVED BY FAN; LOCATE MOTORS ABOVE CORRIDOR OR OPEN AREA CEILINGS. COORDINATE EXACT LOCATION W/ W.A.I. BEFORE INSTALLATION. 5. WHERE CEILINGS ARE SPECIFIED TO BE FIRE -RATED CONSTRUCTION, ALL RECESSED LIGHT FIXTURES AND SPEAKERS SHALL BE BOXED OUT ABOVE THE CEILING WITH A FIRE -RATED ENCLOSURE EQUAL TO THE RATING OF THE CEILING- 6. WHERE THE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQUARE FOOT, THE FOLLOWING BRACING METHOD MAY BE EMPLOYED: A. LATERAL SUPPORT MAY BE PROVIDED BY FOUR WIRES OF MINIMUM NO. 12 GAUGE SPLAYED IN FOUR DIRECTIONS 90 DEGREES APART, AND CONNECTED TO THE MAIN RUNNER WITHIN 2 INCHES OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORT POINTS SHALL BE PLACED 12'-0" ON CENTER IN EACH DIRECTION WITH THE FIRST POINT WITHIN 4'-0" FROM EACH WALL. B. ALLOWANCE SHALL BE MADE FOR LATERAL MOVEMENT OF THE SYSTEM- MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED AT TWO ADJACENT GRID PERIMETER WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS- C. VERTICAL SUPPORT SHALL BE PROVIDED AS REQUIRED IN U.B.C., CHAPTER 25 WITH THE ADDED REQUIREMENT THAT DISCONTINUOUS ENDS OF CROSS RUNNERS AND MAIN RUNNERS AND MAIN RUNNERS BE VERTICALLY WITHIN EIGHT INCHES OF SUCH DISCONTINUITIES AS MAY OCCUR WHERE THE CEILING IS DISRUPTED BY A WALL. EXCEPTION: (1) RECESSED LIGHTING FIXTURES NOT OVER 56 POUNDS IN WEIGHT, AND SUSPENDED AND PENDENT HUNG FIXTURES NOT OVER 20 POUNDS IN WEIGHT, MAY BE SUPPORTED AND ATTACHED DIRECTLY TO THE CEILING SYSTEM RUNNERS BY A POSITIVE ATTACHMENT SUCH AS SCREWS OR BOLTS_ (2) AIR DIFFUSERS WHICH WEIGH NOT MORE THAN 20 POUNDS AND WHICH RECEIVE NO TRIBUTARY LOADING FROM DUCT WORK MAY BE POSITIVELY ATTACHED TO AND SUPPORTED BY, THE CEILING RUNNERS- 7- THE ABOVE REQUIREMENTS ARE INTENDED TO BE IDENTICAL TO THOSE CURRENTLY ENFORCED BY THE DEPARTMENT OF BUILDING AND SAFETY AND U.B.C. STANDARD #25-2. OTHER METHODS MAY BE USED PROVIDED THEY ARE SUBSTANTIATED BY DESIGN CALCULATIONS USING THE LOADS SPECIFIED IN 2001 CALIFORNIA BUILDING STANDARDS CODE W/ LOCAL AMENDMENTS, CHAPTERS 16 AND 25.A 8_ ALL SPRINKLER HEADS SHALL BE FULLY CONCEALED, RECESSED SPRINKLER HEADS IN BOTH SHEET ROCK AND ACOUSTIC CEILINGS. SPRINKLER HEAD COVERS SHALL MATCH ADJACENT CEILING FINISH_ ALL SPRINKLER HEADS ARE TO BE MTD_ IN THE CENTER OF ACOUSTIC CEILING TILES. AT SHEET ROCK CEILINGS GENERAL CONTRACTOR TO VERIFY WITH W.A_I_ IN THE FIELD THEIR EXACT LOCATION BEFORE INSTALLATION. 9. CEILINGS IN CLOSETS OR BEHIND FACIAS SHALL BE OF SAME HT. AND CONSTRUCTED OF THE SAME MATERIAL AND FINISH AS THAT OF ADJOINING SPACES EXCEPT AS OTHERWISE NOTED. 10. THE GENERAL CONTRACTOR & CEILING CONTRACTOR SHALL PROVIDE ALL. CUTOUTS AND GROUNDS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, ACCESS PANELS, SPECIAL MILLWORK, INDICATED ON OR REQUIRED BY THE DRAWINGS. 11. THE GENERAL CONTRACTOR & CEILING CONTRACTOR SHALL CLOSELY COORDINATE THEIR WORK WITH THAT OF THE ELECTRICAL, H_VA.C_, PLUMBING, TELEPHONE AND MILLWORK CONTRACTORS, WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. NO EXTRAS WILL BE APPROVED FOR CUTTING, PATCHING OR REPLACING OF BROKEN TILES. 12. THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH 5% OF ADDITIONAL CEILING TILES TO MATCH NEW INSTALLED TILES. 13. ALL CEILING MOUNTED EXIT SIGNS ARE TO BE MOUNTED IN THE CENTER OF CEILING TILE. 14_ CONTRACTOR TO PROVIDE ALL PTD. METAL ACCESS PANELS 0 NEW/EXISTING PTD. GYP. BD. CEILINGS THROUGHOUT. CONTRACTOR TO CONFIRM EXACT MOUNTING LOCATION OF ACCESS PANELS WITH ARCHITECT PRIOR TO LOCATION. 15. CONTRACTOR TO RELAMP ALL EXISTING (TO REMAIN) FIXTURES WITH BULBS THAT ARE 3500K_ NO OTHER KELVIN LEVEL WILL BE ACCEPTED. CONTRACTOR TO REPLACE ALL EXISTING FIXTURES NOT WORKING & CLEAN ALL EXISTING LIGHT LENSES THROUGHTOUT. 16_ CONTRACTOR TO PATCH ALL EXISTING FIREPROOFING THOUGHOUT WITH PATCHES TO MATCH THE CONSISTENCY OF THE EXISTING FIREPROOFING. 1. H.V.A.C. CONTRACTOR SHALL SUBMIT DUCTWORK TO W.A.I. FOR APPROVAL OF SUPPLY DIFFUSER AND RETURN REGISTER, T-STATS AND VAV , BOX LOCATIONS BEFORE STARTING WORK. 2. H.V_A.C_ CONTRACTOR SHALL VERIFY ADEQUATE CLEARANCES FOR ALL AIR CONDITIONING UNITS, DUCTWORK, ETC_ AGAINST RECESSED FIXTURES, PIPING, BEAMS, ETC, AND BRING ALL UNWORKABLE CONDITIONS TO THE ATTENTION OF W.A.I. PRIOR TO THE INSTALLATION OF ANY MECHANICAL EQUIPMENT. 3. H.V.A.C. CONTRACTOR SHALL VERIFY ALL THERMOSTAT, DIFFUSERS AND RETURN REGISTER LOCATIONS W/ W_A_1_ PRIOR TO INSTALLATION. 4. H.V_A.C. CONTRACTOR SHALL VERIFY THAT SITE CONDITIONS AND ENGINEERED MECHANICAL PLANS COINCIDE BEFORE COMMENCING WORK. 5. REFER TO ENGINEER'S DRAWINGS FOR LOCATIONS AND SIZES OF AIR CONDITIONING RELIEF OPENINGS REQUIRED IN PARTITIONS ABOVE CEILINGS. 6. VERIFY NO RETURN AIR GRILL IS WITHIN (1) ONE ACOUSTICAL TILE WITH AN LIGHT FIXTURE OF WITHIN (1) ONE ACOUSTICAL TILE TO THE PERIMETER WALL SOFFIT. 7. PROVIDE PTD_ BLACK MTL_ BAFFEL/VISUAL GUARD AT ALL RETURN AIR DIFFUSERS TO PREVENT SEEING ITEMS LOCATED IN THE AIR PLENUM/CEILING STRUCTURE ABOVE. 8. ALL T-STATS TO BE INSTALLED WITH LOCK GUARDS TO PREVENT TAMPERING. 9. ALL LINEAR DIFFUSERS & STANDARD DIFFUSERS SHALL BE SIZED AS REQ. TO PREVENT WHITE NOISE OCCURRING. ■ 1. ALL EXISTING WATER PIPES TO BE WRAPPED PER STATE AND LOCAL CODES. ALL EXISTING PIPE INSTALLATION TO BE REMOVED & REPLACED, NEW INSTALLMENT TO INCLUDE FINISHED QUALITY TAPED JOINTS & ELBOWS W/ IDENTIFICATION SIGNS MTD. ON THE TOP SIDE OF THE PIPE, W.A_I_ TO APPROVE SAMPLE BEFORE THE COMMENCEMENT OF THE ENTIRE SCOPE OF WORK. 2. SPRINKLERS: THE CONTRACTOR SHALL SUBMIT THE SPRINKLER LAYOUT (INDICATING LOCATIONS AND TYPE OF ALL SPRINKLER HEADS) TO WOLCOTT ARCHITECTURE INTERIORS, FOR REVIEW, BEFORE BUILDING DEPARTMENT SUBMITTAL OR FABRICATION OF PIPING. SPRINKLER LAYOUT DRAWINGS SHALL BE SUBMITTED IN THE FORM OF A REFLECTED CEILING PLAN, INDICATING OTHER PERTINENT ITEMS TO BE INSTALLED IN THE CEILING (I.E., LIGHT FIXTURES, SPEAKERS, H.V.A.C. DIFFUSERS, EXIT SIGNS, ETC.). ALL SPRINKLER HEADS IN GYPSUM BOARD CEILINGS, SOFFITS, ETC., SHALL BE A FULLY CONCEALED TYPE W/ COVER TO MATCH FINISH ON ADJACENT GYPSUM BOARD CEILING. ALL CONFLICTS SHALL BE INDICATED ON THE SUBMITTED SHOP DRAWINGS. SEE NOTE #8 ON REFLECTED CEILING NOTES. 3. THE FIRE PROTECTION WORK SHALL BE PERFORMED ON A DESIGN -BUILD BASIS. THE DESIGN -BUILD FIRE PROTECTION CONTRACTOR SHALL FURNISH AND INSTALL ALL MODIFICATIONS TO THE EXISTING FIRE SPRINKLER SYSTEM TO MEET ALL APPLICABLE LOCAL AND STATE CODE REQUIREMENTS. SPRINKLER HEADS SHALL BE DROPPED INTO ALL SUSPENDED CEILING AREAS. UPGRADE OF EXISTING SYSTEM SHALL CONFORM WITH A CLASS IV OCCUPANCY_ 4. ALL FIRE SPRINKLER PIPING SHALL BE STANDARD SCHEDULE 40 PIPE, U_O_N_ 5. THE CONTRACTOR SHALL INCLUDE THE COST OF ANY HYDRAULIC TESTING OF THE FIRE SPRINKLER SYSTEM REQUIRED BY ANY GOVERNMENT AGENCY. 6. THE FIRE EXTINGUISHERS WILL BE INSTALLED PER LOCAL AND STATE FIRE CODES. 7. ALL EXISTING PLUMBING BEING ABANDONED SHALL BE CAPPED AS PER STATE AND LOCAL CODES BEHIND EXISTING FINISHED SURFACES. 8. THE PLUMBING CONTRACTOR SHALL NEVER LOCATE WATER LINES ABOVE SUITE'S I.T./SERVER ROOMS. THE PLUMBING CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL WATER LINES ABOVE THE SUITE'S I.T./SERVER ROOMS AND PROVIDE WATER DETECTION ALARMS AND PANS BELOW ANY WATER LINES THAT CANNOT BE RELOCATED. 1. ALL NEW DOORS SHALL BE EDGE BANDED WITH THE SAME MATERIAL AS THE DOOR FACE, UNLESS OTHERWISE NOTED. i. '�►! '' • 1. ALL NEW DRAWERS SHALL HAVE "ACCURIDE" HEAVY DUTY BALL BERING, FULL EXTENSION, 100 Ib. CAPACITY DRAWER GLIDES (OR 1 1 1 Architecture • Interiors 3859 Cardiff Avenue Culver City, California 90232 Tel:310.204.2290 Fox:310.838.6109 Email: designQwoicottai.com 0 ,r GROUND FLOOR BULLETIN TWO/RE-ISSUE 10-18-04 3 FOR PLAN CHECK PLAN CHECK CORRECTIONS 8-31-04 BULLETIN ONE 8-31-04 ISSUE FOR PLAN CHECK 8-20-04 NO DESCRIPTION BY DATE PROJ. DIRECTOR: A.J. WILDER PROJ. DESIGNER: C. ST. LOUIS DRAWN BY: MAF/JAA JOB NO.: 04-969-100-1 SCALE: 1 /8" = 1'-0" DATE: 06-14-04 The above drawings and specifications and ideas, designs and arrange- ments represented thereby are and shall remain the property of the designer, and no part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specified project for which they have been prepared and developed without the written consent of the designer. Visual contact with these plans or specifications shall constitute conclusive evidence of acceptance of these restrictions. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimen- sions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown by these. drawings. Shop details must be submitted to this office for approval before pro- ceeding with fabrication. SHEET TITLE GENERAL NOTES SHEET NO. F- 20- ALL REVEALS IN WOOD PANELING SHALL HAVE WOOD REVEALS O � W/ FINISH TO MATCH PANELING. (U.O.N.) cL LL _ YY e F � . u 5 V . V . x � Y �. � . V+ ♦ r sira.. r .V v VV . aYe .� • ..w.... V w.. �.. . v ASSEMBLIES „IN AS ; NOTED THROUGHOUT W/ EQUAL/EQUAL SPACING BETWEEN WALL LAYOUTS- �t FILE DRAWERS SHALL HAVE FULL EXTENSION WITH 1 1 /2" OVERTRAVEL (150 Ib. CAPACITY)- GN 2 TITLE "24* CONTINUED ADDI CITY OF SANTAANA p UJ _! _J CA- LL. 1. SMOKE AND FIRE DAMPERS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILINGS. ALL DUCT OPENINGS ARE LIMITED IN AREA TO 100 SQ. INCHES IN ANY 100 SQUARE FEET OF CEILING. ACCESS OPENINGS IN 2-HOUR OR LESS RATED ASSEMBLIES TO BE APPROVED BY THE BUILDING DEPARTMENT. (C_A.C. TITLE 24, U.B.C., CHAPTER 7, SECTION 713.1 1) 2. PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS MUST BE FIRE STOPPED WITH AN APPROVED MATERIAL IN ACCORDANCE WITH SECTION 709.6. 3. DOORS OPENING INTO REQUIRED 1-HOUR FIRE RESISTIVE CORRIDORS SHALL BE PROTECTED WITH SMOKE, DRAFT STOP AND HEAT SEAL FIRE ASSEMBLIES HAVING A 20-MINUTE RATING. 4. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2A OR 2A:10B:C WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR (AND ALSO DURING CONSTRUCTION). 5. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTOR. 6. EXTEND OR MODIFY EXISTING AUTOMATIC FIRE EXTINGUISHING SYSTEM AS NEEDED. CONTRACTOR SHALL SUBMIT PLANS FOR APPROVAL AND SEPARATE PERMIT DIRECTLY TO THE DEPARTMENT OF BUILDING AND SAFETY, PLUMBING DIVISION, PRIOR TO INSTALLATION_ 7. ALL EXIT WAYS SHALL BE ILLUMINATED PER U_B.C_ SEC_ 1003.2.8.5. EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND THE TWO LAMPS SHALL BE ENERGIZED FROM SEPARATE CIRCUITS. ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES WIRING SYSTEM. IN THE EVENT OF FAILURE OF THIS SYSTEM, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM. EMERGENCY EXIT PATH LIGHTING SHALL GIVE A VALUE OF ONE FOOT CANDLE AT FLOOR LEVEL AT ALL TIMES WHILE THE BUILDING IS OCCUPIED, INCLUDING DURING CONSTRUCTION. (C.A.C. TITLE 24; AND U.B.C. SECTION 1003.2.9.1.) 8. EXIT SIGNS SHALL BE IN BLOCK LETTERS, MINIMUM 6" HIGH X 3/4" STROKE ON CONTRASTING BACKGROUND. LUMINANCE ON FACE OF SIGN SHALL BE 54 LUX. (C.A.C_ TITLE 24; U_B_C. SECTIONS 1003.2.8.3 & _4)_ 9. WHENEVER THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIGHTED. SO THAT THEY ARE CLEARLY VISIBLE_ 10. THE PATH OF TRAVEL TO AND WITHIN EXITS IN THIS BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMENTS OF SECTION 1003.2.8_ EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL_ NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN- 11- EXTEND FIRE/LIFE SAFETY SYSTEM AS REQUIRED BY THE ELECTRICAL DIVISION OF BUILDING AND SAFETY_ 12. INTERIOR WALL AND CEILING FINISHES SHALL NOT EXCEED AN END POINT FLAME SPREAD RATING OF 200. SEPARATE INTERIOR WALL AND CEILING FINISHES IN EXIT CORRIDORS SHALL NOT EXCEED END POINT FLAME SPREAD RATING OF 75; 25 FOR STAIRWELLS_ FINISHES SHALL BE INSTALLED PER U.B.C. SECTION 803, 804 & TABLE 8A-8B. 13. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME -PROOFED IN AN APPROVED MANNER. 14. DRAPES AND OTHER DECORATIVE MATERIALS SHALL BE FLAME RETARDANT. CERTIFICATION THEREOF SHALL BE PROVIDED. EXITS, EXIT LIGHTS, FIRE ALARM STATIONS, FIRE HOSE CABINETS AND FIRE EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED BY DECORATIVE MATERIALS. (U.B.C., CHAPTER 8) 15. MAINTAIN 44" CLEAR MINIMUM AISLES TO REQUIRED EXITS. ALL SEATING SHALL COMPLY WITH U.B.C., SECTION 1005_ 16. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING AN OCCUPANCY OF 50 OR MORE. (C.A_C. TITLE 19; U_B.C., SECTION 1004.2.) 17. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT_ SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. DOORS SHALL BE SELF -CLOSING WITH A DOOR CLOSER. (C.A_C_ TITLE 19; U_B.C., SECTION 1004) 18. PANIC HARDWARE SHALL BE PROVIDED ON EXIT DOORS THAT SERVE ROOMS, CORRIDORS AND STAIRWAYS HANDLING AN OCCUPANT CAPACITY OF 50 OR MORE; 100 OR MORE FOR SCHOOLS AND 10 OR MORE FOR MOTION PICTURE THEATERS_ (C.A.C. TITLE 19; U.B.C. SECTION 1004) 19. POST A SIGN ADJACENT TO THE REQUIRED MAIN EXIT DOOR WITH 1* LETTERING STATING: "THIS DOOR MUST REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED." MAIN EXIT EONLY. ON01.3. 8) AND STATE FIRE MARSHALL (SFM) 20. SUSPENDED CEILING SYSTEMS SHALL CONFORM TO LARR #23256, OR EQUAL. VERTICAL HANGERS AND LATERAL FORCE BRACING SHALL COMPLY WITH U.B.C. STANDARD 25-2_ 21. PROVIDE SEISMIC TIES FOR SUSPENDED CEILINGS TO CONFORM TO RGA 4-74. 22. ALL EXIT DOORS SHALL COMPLY WITH 1999 U.B.C., SECTION 1003.3.1. 23. FIRE AMID/OR SMOKE DAMPER ASSEMBLIES, INCLUDING SLEEVES, AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 24_ FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH U.B.C. CHAPTER 7, SECTION 708.2.1. 25. DRAFT STOPS MUST BE PROVIDED IN ACCORDANCE WITH U.B.C. CHAPTER 7, SECTION 708.3.1.1.3. 26. THERE SHALL NOT BE ENCLOSED USABLE SPACE UNDER INTERIOR STAIRWAYS OR RAMPS IN AN EXIT ENCLOSURE, AND EXTERIOR STAIRWAYS_ THE OPEN SPACE UNDER SUCH (1008.3.3.6, 1006.3.3.2) 27. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CERAMIC TILE OR OTHER APPROVED MATERIAL THAT EXTENDS UPWARD ONTO THE WALLS AT LEAST 5 INCHES. (807.1.1) 28. WALLS WITHIN 2 FEET OF THE FRONT AND SIDES OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE OF PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF 4 FEET_ AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED MOISTURE. (807.1.2) 29. PUBLIC TELEPHONES SHALL CONFORM IN ACCORDANCE WITH U.B.C_ CHAPTER 11, SECTION 1117B. 30. IN WAREHOUSES AND MISCELLANEOUS WAREHOUSING AREAS WHICH ARE LOCATED ON THE FLOOR NEAREST GRADE AND THOSE AREAS ON OTHER FLOORS THAT ARE OTHERWISE PROVIDED WITH ACCESS BY LEVEL ENTRY, RAMP OR ELEVATOR, AND OFFICE AREAS, AND SANITARY FACILITIES SERVING THESE AREAS SHALL BE MADE ACCESSIBLE. U_B_C. CHAPTER 11, SECTION 1 107B.2.1 THROUGH 11.7B_2.3. 31, IF FIXED STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS OR DRAWERS ARE PROVIDED WHERE ACCESS IS REQUIRED BY SECTION 101.17.11, AT LEAST ONE OF EACH TYPE SHALL BE ACCESSIBLE IN TERMS OF CLEAR FLOOR SPACE, REACH RANGES AND HARDWARE_ ADDITIONAL STORAGE MAY BE PROVIDED OUTSIDE OF REQUIRED REACH RANGES. (11258.2 FIG. 11 B-5D) 32. A CLEAR FLOOR SPACE AT LEAST 30" BY 48" THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT ACCESSIBLE STORAGE FACILITIES. (1125B.2 & FIG. 11B-5A) 33. HEIGHT FOR ACCESSIBLE STORAGE FACILITIES SHALL BE WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTIONS 1118B.5 & 1118B.6 AND SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST_ THE FORCE REQUIRED TO ACTIVATE THE HARDWARE SHALL BE NO GREATER THAN 5 POUNDS. TOUCH LATCHES AND U-SHAPED PULLS ARE ACCEPTABLE. (1117B.1) 34. THE DOORWAY PROVIDING ACCESS TO STORAGE AREAS SHALL BE NOT LESS THAN 32" CLEAR IN WIDTH_ STORAGE AREAS SHALL BE MADE ACCESSIBLE AS REQUIRED IN SECTION 1125B. (1105B.3.6) 35. HARDWARE FOR ACCESSIBLE STORAGE FACILITIES SHALL COMPLY WITH SECTIONS 1178.6.2 THROUGH 11178.6.3 FOR CLEAR SPACES AND HEIGHT REQUIREMENTS. 36. STAIRS SHALL COMPLY WITH U.B.C., SECTION 1003.3.3. 37. RATED DOOR ASSEMBLIES ARE TO HAVE POSITIVE PRESSURE FIRE LABELS, "S" LABELS AND TEMPERATURE RISE RATINGS AS NECESSARY FOR COMPLIANCE WITH UBC. 38. MODIFICATIONS TO THE FIRE SPRINKLER SYSTEM MUST BE APPROVED BY THE FIRE PREVENTION DIVISION AND WILL REQUIRE A SEPARATE PERMIT. 1. THE FACILITIES INCLUDING BUT NOT LIMITED TO SANITARY FACILITIES, DRINKING FOUNTAINS AND ELEVATORS ON THE SO NOTED FLOOR SHALL COMPLY WITH DISABLED ACCESS REQUIREMENTS. 2. THE FACILITIES SHALL BE IDENTIFIED BY SIGNS AND OTHER IDENTIFICATION IN COMPLIANCE WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY_ (C.A.C. TITLE 24, SECTION 2) 3. THE PATH -OF -TRAVEL FROM THE DESIGNATED HANDICAPPED PARKING STALLS AND THE PUBLIC WAY SHALL PROVIDE A FREE AND UNOBSTRUCTED ACCESS TO AND EGRESS FROM THE SO NOTED FLOOR. 4. IN COMPLIANCE WITH CA.C. TITLE 24, SECTION 2; PROVIDE AN ADEQUATE AMOUNT OF HANDICAPPED PARKING STALLS; SIZE OF STALLS AND THEIR LOCATIONS_ 5. ALL LIGHT AND CONTROL SWITCHES AND THERMOSTATS SHALL NOT BE LESS THAN 3 FEET NOR MORE THAN 4 FEET ABOVE THE FLOOR OR WORKING PLATFORM. 6_ ALL FIRE ALARM DEVICES SHALL BE LOCATED AT 48 INCHES ABOVE FINISHED FLOOR. 7. ALL EXIT DOORWAYS SHALL NOT BE LESS THAN 3 FEET IN WIDTH (32 INCHES NET CLEAR) AND NOT LESS THAN 6 FEET, 8 INCHES IN HEIGHT. 8. THE FLOOR OR LANDING LOCATED AT A DOORWAY SHALL NOT BE MORE THAN 1 /2 INCH LOWER THAN THE THRESHOLD OF THE DOORWAY WITH BEVELED EDGES NO GREATER THAN 1:2_ 9. A CLEAR AND LEVEL AREA SHALL BE PROVIDED ON EACH SIDE OF AN EXIT DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF NOT LESS THAN 60 INCHES AND WIDTH (OPPOSITE THE DIRECTION OF DOOR SWING) OF 48 INCHES AS MEASURED AT RIGHT ANGLES TO THE PLAN OF THE DOOR IN ITS CLOSED POSITION_ 10. ALL HARDWARE SHALL BE OF LEVER TYPE MOUNTED ON CENTER BETWEEN 30 INCHES AND 44 INCHES ABOVE FINISHED FLOOR IN COMPLIANCE WITH HANDICAPPED REQUIREMENTS. (C.A.C. 11. THE BOTTOM 10 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING DOORS, SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE. (C_A.C. TITLE 24) 12. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NO TO EXCEED 15 POUNDS. CBC SECTION 1133B.2.5 13_ PUBLIC TELEPHONES SERVING THE REMODELED AREA/FLOOR SHALL BE ACCESSIBLE AND USABLE BY THE DISABLED. (C_A.C. TITLE 24) 14. ALL REQUIRED EMERGENCY WARNING SYSTEMS SHALL ACTIVATE A MEANS OF WARNING THE HEARING IMPAIRED BY A FLASHING VISUAL WARNING SYSTEM HAVING A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. 15. THE UPPER APPROACH AND THE LOWER TREAD OF EACH STAIR SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2" AND NO MORE THAN 4" WIDE AND PLACED PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. SECT_ 1006.16.1 16. INTERIOR SIGNAGE, NUMBERING/LISTING SHALL CONFORM WITH (C..A.C. TITLE 24). 17. WHEN ALTERATION, STRUCTURAL REPAIR, OR ADDITIONS ARE MADE TO EXISTING BUILDINGS OR FACILITIES, THOSE ALTERATIONS SHALL COMPLY WITH ALL PROVISIONS FOR NEW BUILDINGS STANDARDS. THESE REQUIREMENTS SHALL APPLY TO ONLY THE AREA OF SPECIFIC ALTERATION, STRUCTURAL REPAIR OR ADDITION_ 18. FURTHERMORE, THE REQUIREMENTS FOR NEW BUILDINGS STANDARDS SHALL INCLUDE THE FOLLOWING AREAS: A_ A PRIMARY ENTRANCE TO THE BUILDING OR FACILITY AND THE PRIMARY PATH OF TRAVEL TO THE SPECIFIC AREA OF ALTERATION, STRUCTURAL REPAIR OR ADDITION - AND B_ EXISTING SANITARY FACILITIES, DRINKING FOUNTAINS AND SIGNS AND PUBLIC TELEPHONES SERVING THE AREA OF ALTERATION, STRUCTURAL REPAIR OR ADDITION MUST FULLY COMPLY. SEPARATE1- SPRINKLER SYSTEM ALTERATION SHALL BE SUBMITTED UNDER r 2. FIRE i LIFE/SAFETY SYSTEM ALTERATION BE SUBMITTI UNDER w \ SEPARATE w k PERMIT. 3. ELECTRICAL WORK SHALL BE SUBMITTED UNDER SEPARATE PERMIT AND y SEPARATE r k PLAN 5. ■ SUBMITTED r �rft, r�l r I 0�� �.vv.k t, k 1. SHAFT IS FIRE RATED AND CONSTRUCTED TO COMPLY WITH THE BUILDING CODE_ (DUCT ENCLOSURES SHALL BE OF AT LEAST ONE -HOUR FIRE -RESISTIVE CONSTRUCTION IN ALL BUILDINGS AND SHALL BE TWO-HOUR FIRE -RESISTIVE CONSTRUCTION IN TYPE I AND 11 FIRE -RESISTIVE BUILDINGS). 2. WEATHER -PROTECTION FOR OPENINGS TO BE MINIMUM 25 GAGE GALVANIZED STEEL_ 3. METAL SHIELD (OR COLLAR) TO SEAL DUCT AT POINT OF PENETRATION OF CEILING. 4. ALL EXIT DOORWAYS SHALL NOT BE LESS THAN 3 FEET IN WIDTH (32 INCHES NET CLEAR) AND NOT LESS THAN 6 FEET, 8 INCHES IN HEIGHT. 1. THE FACILITIES INCLUDING BUT NOT LIMITED TO SANITARY FACILITIES, DRINKING FOUNTAINS AND ELEVATORS ON THE SO NOTED FLOOR SHALL COMPLY WITH DISABLED ACCESS REQUIREMENTS. 2. THE FACILITIES SHALL BE IDENTIFIED BY SIGNS AND OTHER IDENTIFICATION IN COMPLIANCE WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY_ (UBC/CBC, CHAPTER 118). 3. THE PATH -OF -TRAVEL FROM THE DESIGNATED HANDICAPPED PARKING STALLS AND THE PUBLIC WAY SHALL PROVIDE A FREE AND UNOBSTRUCTED ACCESS TO AND EGRESS FROM THE SO NOTED FLOOR. 4. IN COMPLIANCE WITH ACCESSIBILITY REQUIREMENTS, PROVIDE AN ADEQUATE AMOUNT OF HANDICAPPED PARKING STALLS; SIZE OF STALLS AND THEIR LOCATIONS. 5. ALL LIGHT AND CONTROL SWITCHES AND THERMOSTATS SHALL NOT BE LESS THAN 3 FEET NOR MORE THAN 4 FEET ABOVE THE FLOOR OR WORKING PLATFORM_ 6. ALL FIRE ALARM DEVICES SHALL BE LOCATED AT +48 INCHES ABOVE FINISH FLOOR. 7. ALL EXIT DOORWAYS SHALL NOT BE LESS THAN 3 FEET IN WIDTH (32 INCHES NET CLEAR) AND NOT LESS THAN 6 FEET, 8 INCHES IN HEIGHT. 8. THE FLOOR OR LANDING LOCATED AT A DOORWAY SHALL NOT BE MORE THAN 1 /2 INCH LOWER THAN THE THRESHOLD OF THE DOORWAY WITH BEVELED EDGES NO GREATER THAN 1:2. 7. A CLEAR AND LEVEL AREA SHALL BE PROVIDED ON EACH SIDE OF AN EXIT DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF NOT LESS THAN 60 INCHES AND WIDTH (OPPOSITE THE DIRECTION OF DOOR SWING) OF 48 INCHES AS MEASURED AT RIGHT ANGLES TO THE PLAN OF THE DOOR IN ITS CLOSED POSITION. 8_ ALL HARDWARE SHALL BE OF LEVER TYPE MOUNTED ON CENTER BETWEEN 30 INCHES AND 44 INCHES ABOVE FINISHED FLOOR IN COMPLIANCE WITH HANDICAPPED REQUIREMENTS. (UBC/CBC CHAPTER 118). 9_ THE BOTTOM 10 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING DOORS, SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE. (UBC/CBC, CHAPTER 118). 10_ MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS, COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS_ WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NO TO EXCEED 15 POUNDS. CBC SECTION 1133B.2.5.a 11. PUBLIC TELEPHONES SERVING THE REMODELED FLOOR SHALL 84 ACCESSIBLE AND USABLE BY THE DISABLED. S 12. ALL REQUIRED EMERGENCY WARNING SYSTEMS SHALL ACTIVATE A MEANS OF WARNING THE HEARING IMPAIRED BY A FLASHING VISUAL WARNING SYSTEM HAVING A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. 13. THE UPPER APPROACH AND THE LOWER TREAD OF EACH STAIRSHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2" AND NO MORE THAN 4" WIDE AND PLACED PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. 1. IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, THEN IT SHALL BE SECURELY ATTACHED; HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD; AND HAVE A LEVEL LOOP; TEXTURED LOOP; LEVEL -CUT PILE, OR LEVEL -CUT PILE, OR LEVEL-CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE J". EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY W/ THE REQUIREMENTS FOR El CHANGE IN LEVEL. CSC SECTION 1124B.3.& 40 fflz 40 I Architecture • Interiors 3859 Cardiff Avenue Culver City, California 90232 Tel:310.204.2290 Fax: 310.838.6109 Email: design0wolcottai.com pa .;110 -40 N 0 N I (.3'ROUND FL00"I'"N' BULLETIN TWO/RE-ISSUE 3 FOR PLAN CHECK 10-18-04 PLAN CHECK CORRECTIONS 8-31-04 BULLETIN ONE 8-31-04 ISSUE FOR PLAN CHECK 8-20-04 NO DESCRIPTION BY DATE PROJ. DIRECTOR: A.J. WILDER PROJ. DESIGNER: C. ST. LOUIS DRAWN BY: MAF/JAA JOB NO.: 04-969-100-1 SCALE. 1 /8" = 1'-0" DATE: 06-14-04 The above drawings and specifications and ideas, designs and orronge- ments represented thereby are and shall remain the property of the designer, and no part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specified project for which they have been prepared and developed without the written consent of the designer. Visual contact with these plans or specifications shall constitute conclusive evidence of acceptance of these restrictions. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimen- sions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before pro- ceeding with fabrication. SHEET TITLE [09 1 ilk R 0 ZMA = E WS M_ SHEET NO. GN 3 POUND OR NUMBER i.D. INSIDE DIAMETER OR L ANGLE INSIDE DIMENSION z CENTERLINE INFO. INFORMATION 4) DIAMETER OR ROUND INSUL. INSULATION Q AT INT. INTERIOR E EXISTING & AND JAN. JANITOR JL PERPENDICULAR JT. JOINT ACOUS. ACOUSTICAL LAM_ LAMINATE A.D_A_ AMERICANS WITH LAV_ LAVATORY DISABILITIES ACT LT. LIGHT ADJ. ADJUSTABLE A.F.F. ABOVE FINISH FLOOR M.C. MINERAL CORE AL. ALUMINUM MATL. MATERIAL AMP AMPERE MAX. MAXIMUM APPROX. APPROXIMATE MECH. MECHANICAL ARCH. ARCHITECTURAL MET_ METAL ARCHT_ ARCHITECT MFR_ MANUFACTURER MIN. MINIMUM BD. BOARD MIR MIRROR BLDG. BUILDING MISC. MISCELLANEOUS BLKG. BLOCKING MTD. MOUNTED BOT_ BOTTOM. MUL. MULLION CAB_ CABINET N/A NOT APPLICABLE C.B.C. CALIFORNIA BUILDING CODE N.I.C. NOT IN CONTRACT CER. CERAMIC NO. NUMBER CL.OPG_ CLEAR OPENING NOM. NOMINAL CLG_ CEILING N.T.S_ NOT TO SCALE CLKG. CAULKING O.A. OVER ALL CLO_ CLOSET O.C. ON CENTER CLR. CLEAR O.0_ OUTSIDE DIAMETER CNTR. CENTER OR COL. COLUMN OUTSIDE DIMENSION CONSTR. CONSTRUCTION OFF. OFFICE CONT. CONTINUOUS OPNG. OPENING CONTR. CONTRACTOR OPP. OPPOSITE CORR. CORRIDOR CTR. CENTER PL. PLATE P. LAM. PLASTIC LAMINATE DBL. DOUBLE PLAS. PLASTIC DEPT. DEPARTMENT PLYWD. PLYWOOD DET. DETAIL PR. PAIR D.F. DRINKING FOUNTAIN PT. PAINT DIA. DIAMETER P.T.M. PAINT TO MATCH DIM_ DIMENSION PTD. PAINTED DISP. DISPENSER PTN_ PARTITION DN_ DOWN D.Q. DOOR OPENING Q.T_ QUARRY TILE DR. DOOR DWG_ DRAWING RAD_ RADIUS DWR_ DRAWER REF. REFERENCE REFL. REFLECTED EA_ EACH REFR_ REFRIGERATOR EL. ELEVATION REQ. REQUIRED ELEC. ELECTRICAL RESIL. RESILIENT ELEV. ELEVATION RM. ROOM ELCL. ENCLOSURE R.O. ROUGH OPENING EQ. EQUAL EQPT. EQUIPMENT S.C. SOLID CORE EXIST. EXISTING SCHED_ SCHEDULE EXT_ EXTERIOR SECT. SECTION SH_ SHELF F.E_ FIRE EXTINGUISHER SHT. SHEET F.E.C_ FIRE EXTINGUISHER SIM. SIMILAR CABINET SPEC. SPECIFICATION F.H. FIRE HOSE SQ. SQUARE F.H.C_ FIRE HOSE CABINET SST. STAINLESS STEEL FIN. FINISH STA. STATION FL. FLOOR STD. STANDARD FLG. FLOORING STL. STEEL FLUOR. FLUORESCENT STOR. STORAGE F.O.F. FACE OF FINISH SUSP. SUSPENDED F_O_S. FACE OF STUDS FPRF. FIREPROOF T & G TONGUE & GROOVE F.R.T. FIRE RETARDANT T.B.D. TO BE DETERMINED TREATED TEL. TELEPHONE F.S. FULL SIZE TER. TERRAZZO FT_ FOOT OR FEET THK_ THICK FURR. FURRING T.V. TELEVISION FUT. FUTURE TYP. TYPICAL GA. GAUGE U.B.C. UNIFORM BUILDING CODE GALV_ GALVANIZED UNF_ UNFINISHED G.B_ GRAB BAR U.N.O. UNLESS OTHERWISE G_C_ GENERAL CONTRACTOR NOTED G.D. GARBAGE DISPOSAL GL. GLASS OR GLAZING V. VOLT GYP. GYPSUM VERT. VERTICAL GYP.BD. GYPSUM BOARD VEST. VESTIBULE V.I.F. VERIFY IN FIELD H_C_ HOLLOW CORE V_T. VINYL TILE HD. HEAD HDWD. HARDWOOD W/ WITH HDWE. HARDWARE WD. WOOD HGT. HEIGHT W.H. WATER HEATER H.M_ HOLLOW METAL W.A.I. WOLCOTT ARCHITECTURE HORIZ. HORIZONTAL INTERIORS HR_ HOUR W/0 WITHOUT H.S. HALF SIZE WP. WATERPROOF HVAC HEATING, VENTILATION WSCT. WAINSCOT & AIR CONDITIONING WT. WEIGHT CT) I �Q 0 I 1 C3) 00 to I I o© H i WALL FINISH SYMBOL FINISH TYPE FINISH NUMBER FLOOR FINISH SYMBO FINISH TYPE RFINISH NUMBER ! r .01414 � w i� iW IN 0 111 ..w i :41 r FINISH TYPES B = BASE FINISH F = FLOOR FINISH W = WALL FINISH WS = WAINSCOT WT = WINDOW TREATMENT C = CARPET CT = CERAMIC TILE P = PAINT PL = PLASTIC LAMINATE ST = STONE SV = SHEET VINYL VT = VINYL TILE VCT = VINYL COMPOSITION TILE WC = WALL COVERING WD = WOOD PAINT: MANF_:, ICI 1 FINISH: EGGSHELL COLOR: TBD NOTE: TYP. THROUGHOUT U_O.N. � PAINT: MANE: FINISH: ICI SEMI —GLOSS COLOR: TBD NOTE: AT WET AREAS (I.E. SINKS, RR'S.) MANE: lCl 3 PAINT: FINISH: EGGSHELL COLOR: TBD NOTE: NEW GYP. BD_ CLGS./SOFFITS U.O.N �' 4 PAINT: MANF_: FINISH: ICI EGGSHELL COLOR: TBD NOTE: ACCENT (ASSUME 40% OF WALLS) FINISHES VCT TILE. SOURCE:FLOOR # i COLOR) '' PATTERN:DESIGNER COLOR: ESSENTIALS T.B.D. SOURCE: MANNINGTON COLOR) © A PATTERN: COLOR: DESIGNER ESSENTIALS T.B.D. eTILE: SOURCE: MANNINGTON (ACCENT COLOR) PATTERN: DESIGNER ESSENTIALS COLOR: T_B.D_ vcT TILE: SOURCE: MANNINGTON (ACCENT COLOR) PATTERN: DESIGNER ESSENTIALS COLOR: T.B.D. _ MANF.: Al LSTATE PH, 7`1t.4 i ..__ HEIGHT: 4' O'HIGH, STRAIGHT COLOR: T.B.D. RUBBER BASE: p2q COVED COLOR: T.B.D_ FLOORING MATERIAL CHANGE. PROVIDE TRANSITION STRIPS AS r i OTHER FINISHE!J f • # 1 • (CABINET f f BD COLOR: TBD (SOLID COLOR) r r L • # # (CABINET FACES) #r N COLOR: + MAPLE REMOVE EXISTING 2' X 4' FLUOR. LT. FIXTURE. SAVE t-- — 1 PER BLDG. MANAGEMENT'S DIRECTION. NEW 2' X 4' RECESSED FLUOR. LT. FIXTURE, 3—LAMP: F1 SPEC. T.B.D. MANF.: T.B.D. 0F2 NEW RECESSED 6" COMPACT FLUORESCENT DOWNLIGHT. MANF.: INTENSE, MODEL #!CH 166 0F3 NEW RECESSED 6" COMPACT FLUORESCENT DOWNLIGHT. MANF.: INTENSE, MODEL #1611 NEW 2' X 4' RECESSED PARABOLIC FLUOR. LT. 4 FIXTURE, 3--LAMP: SPEC. T.B.D. MANF.: T.B.D.A 1-2SV 2S INEW TRACK LIGHTING. MANF.: BRUCK, TRACKLINE SERIES. PROVIDE ALLOWANCE FOR MID —PRICED FIXTURES BLDG. STD. CEILING MOUNTED, RECESSED, ILLUMINATED EXIT SIGN. ARROWS INDICATE THEIR NUMBER AND DIRECTION. SEE ALSO FIRE DEPARTMENT NOTES. M BLDG. STD_ CEILING MOUNTED, RECESSED, ILLUMINATED NON —DIRECTIONAL EXIT SIGN_ SEE ALSO FIRE DEPT_ TES. [64 BLDG_ STD. LIGHT SWITCH AT +42" A_F_F_ sC}` - WALL MOUNTED LIGHT FIXTURE 1. SWITCHES AND DEVICE TYPE: T_B.D. 2_ SWITCHES AND DEVICE COLOR: SEE REFLECTED CEILING PLAN_ ACOUSTICAL TILE & GRID SPECIFICATION 1a 11 12 0-1 0-1 D-1 GRID: EXISTING TO REMAIN, PAINT WHITE m + COOS. TILE: REMOVE EXISTING & PROVIDE NEW ARMSTRONG 2'x4' FINE FISSURED, COLOR: WHITE GRID: EXISTING TO REMAIN, PAINT BLACK ACOUS. TILE: REMOVE EXISTING & PROVIDE NEW ARMSTRONG 2'x4' FINE FISSURED, COLOR: BLACK ICBO # 2244 LARR # 22179 A GYP. BD. CEILING SPEC. EXISTING GYP. BD. CEILING TO REMAIN. NEW GYP. BD. CEILING. CEILING HEIGHT SYMBOL INDICATES CEILING MATERIAL g'_0w INDICATES CEILING HEIGHT ItL .. �.EXISTING DOOR, FRAME & HARDWARETO REMAIN - VERIFY# `• ARE f#i WORKING CONDITION, REPAIR/REPLACE w.r r r. REQUIRED - REFINISH EXISTING #D DOORS AS ` i DOORZFRAME DLPE A DOOR: i WIDEi HIGH SOLID CORE WOOD DOOR- PAINT GRADE,COLOR: T.B.D. FRAME: COLOR: : i RATING-- NON —RATED ASSEMBLY HARDWARE TYPE HARDWARE: NEW. LEVER STYLE LATCHSET (FOR OFFICES AN •i# T.B.D. HARDWARE:b. # STORAGE !## : i c- HARDWARE: NEW LEVER STYLE LOCKSET (FOR RESTROOM). r i r DUPLEX ELECTRICAL OUTLET @ +15" A.F.F. DOUBLE DUPLEX ELECTRICAL OUTLET 0 +15" A.F_F. DOUBLE DUPLEX ELECTRICAL OUTLET 0 +15r A.F.F. (CONVENIENCE DUPLEX OUTLET SPLIT WITH GRAY COLOR DUPLEX OUTLETS ON COMPUTER DEDICATED CIRCUIT). SEPARATE CIRCUIT ELECTRICAL DUPLEX OUTLET SC 0 + 15" A.F.F. (GRAY COLOR OUTLETS) SEPARATE CIRCUIT ELECTRICAL DOUBLE DUPLEX OUTLET fITTFSC 0 + 15" A.F.F. (GRAY COLOR OUTLETS) fCr DUPLEX OUTLETS ON COMMON DEDICATED CIRCUIT DED C +15" A_F_F_ (GRAY COLOR OUTLETS) 14 W WALL MOUNTED TELEPHONE OUTLET Q +54" A.F.F. (+48" A.F.F. FOR FRONT ONLY APPROACH) 14 F FAX MACHINE PHONE OUTLET 0 +15" A.F.F. Fd TELE AND/ OR DATA OUTLET @ + 15" A_F.F. E3 FLUSH FLOOR MTD_ ELECTRICAL/DATA OUTLET Q DUPLEX ELECTRICAL FLUSH FLOOR OUTLET DOUBLE DUPLEX ELECTRICAL FLUSH FLOOR OUTLET QSC SEPARATE CIRCUIT DUPLEX ELECTRICAL FLUSH FLOOR OUTLET CSC SEPARATE CIRCUIT DOUBLE DUPLEX ELECTRICAL FLUSH FLOOR OUTLET FLUSH FLOOR MOUNTED TELE AND/OR DATA OUTLET ELECTRICAL JUNCTION BOX 0 +15" A.F.F. ELECTRICAL JUNCTION BOX WITH BLANK COVERPLATE %. ELECTRICAL PIGTAIL WITH J—BOX ABOVE ACCESSIBLE CEILING (MOUNTED AT HEIGHTS INDICATED ON PLANS) I-QJ WALL MOUNTED ELECTRICAL PANEL FEED PULL LOCATION (0 +8" U.0_N.) FOR SYSTEM FURNITURE. NUMBER ADJACENT TO SYMBOL INDICATES NUMBER OF WORKSTATION POSITIONS SERVED. Q1 FLOOR MOUNTED ELECTRICAL PANEL FEED PULL LOCATION FOR SYSTEM FURNITURE. NUMBER ADJACENT TO SYMBOL INDICATES NUMBER OF WORKSTATION POSITIONS SERVED. 1 WALL MOUNTED TELE/DATA PANEL FEED PULL LOCATION (0 +8" U_0_N.) FOR SYSTEM FURNITURE. NUMBER ADJACENT TO SYMBOL INDICATES NUMBER OF WORKSTATION POSITIONS SERVED. 1 FLOOR MOUNTED TELE/DATA PANEL FEED PULL LOCATION FOR SYSTEM FURNITURE. NUMBER ADJACENT TO SYMBOL INDICATES NUMBER OF WORKSTATION POSITIONS SERVED. CARD READER ELECTRIC LOCK RELEASE W/ ELECTRIC HINGE CABLE T_V_ OUTLET J@CP_ ELECTRICAL JUNCTION BOX IN CEILING PLENUM NOTE: 1. SWITCHES AND DEVICE COLOR: SEE POWER & DATA PLAN 2. SWITCHES AND DEVICE HEIGHTS: 15" AFF U.O.N. 3. PROVIDE GFI OUTLETS WHERE WET AREAS OCCUR (I.E. ABOVE SINKS ETC.) 4. FOR ELECTRIC BOX DETAIL, SEE n� DOOR AND HARDWARE NOTES: 1. The maximum undercut of all doors (U_O.N.) shall be 1/2" (one half inch) above surfaces of finished floor or threshold. All undercutting shall be done at job site specifically for each door opening and floor finish. Contractor shall verify all floor finishes prior to undercutting of doors. 2_ U.O.N_, All doors shall receive 4 1 /2" x 4 1 /2" butt hinges, Stanley or approved equal. Doors up to 8'-0" high shall receive one and one half pairs of butts, 8'--0" and higher shall receive two pairs. 3. Fire rated door openings shall receive boil bearing butts, smoke seals and draft stop assemblies (including thresholds, astragals, coordinators, closers, etc.) as required to meet ratings of indicated openings. 4. Install dome stop risers where required by indicated floor finishes. 5_ The contractor shall verify keying requirements of all locks with the tenant. 6. All new hardware is building standard, U.O.N., and hard- ware is lever type to meet handicapped requirements- 7- All 20—minute rated doors shall have smoke gaskets and thresholds per code requirements. 8. Provide substitute that closely resembles existing door for tenant/bldg. mngt. approval if existing door cannot be matched, 9. IMPORTANT NOTE: Verify there are no conflicts with other trades where new and relocated door assemblies occur prior to ordering material (i.e. heights vs. ceiling/floor/wall mounted devices etc_). DRAWING SYMBOL LEGEND IN01cott ALIGN s Architecture • Interiors ROOM NUMBER 3859 Cardiff Avenue Culver City, California 90232 Al -- BULLETIN (OR ADDENDUM) Tel: 310.204.2290 Fax: 310.838.6109 Email; design@walcottai.com DETAIL NUMBER SHEET NUMBER 0 ARM. SUB —DETAIL NUMBER` SECTION NUMBERc �J SHEET NUMBER ds A ELEVATION IDENTIFICATION B DETAIL NUMBER SHEET NUMBER i DOOR NUMBER HARDWARE TYPE DOOR & FRAME TYPE NEW DOOR OPENING 4" t1y) E EXISTING DOOR TO REMAIN REFERENCE NORTH PLAN NORTH REFERENCE SHEET NOTE (SEE "SHEET NOTE" SECTION AND PLAN). N NEW E EXISTING R RELOCATED FROM DEMO EXISTING PARTITIONS TO REMAIN. EXISTING GLASS & FRAME TO REMAIN_ E EXISTING DOOR, FRAME & HARDWARE TO REMAIN_ REMOVE PARTITIONS_ r REMOVE DOOR, FRAME & HARDWARE. D REMOVE OUTLETS. t i t REMOVE 2' X 4' ACOUSTIC CEILING TILE WITH e i i t t SUSPENSION GRID SYSTEM. t t t r EXISTING PARTITIONS TO REMAIN. �• EXISTING GLASS TO REMAIN_ NEW NON —RATED CEILING HT. PARTITIONS. N1 NEW MILLWORK O EXISTING FIRE EXTINGUISHER TO REMAIN F.E. — TEMPORARY NEW NON —RATED CEILING HT. A PARTITIONS (UNDER SEPARATE PERMIT) IN I[ F-A ltolei rall-1, �z TWO/RE—ISSUE &BULLETIN FOR PLAN CHECK 10-18-04 PLAN CHECK CORRECTIONS 8-31-04 BULLETIN ONE 8-31-04 ISSUE FOR PLAN CHECK 8-20-04 NO DESCRIPTION BY DATE 2 PROJ_ DIRECTOR: A.J. WILDER D-1 PROD. DESIGNER: C. ST. LOUIS DRAWN BY: MAF/JAA JOB NO.: 04-969-100-1 SCALE: 1 /8" = 1'-0" DATE: 06-14-04 The above drawings and specifications and ideas, designs and arrange— ments represented thereby are and shall remain the property of the designer, and no part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specified project for which they have been prepared and developed without the written consent of the designer. Visual contact with these plans or specifications shall constitute conclusive evidence of acceptance of these restrictions. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimen— sions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before pro— ceeding with fabrication. MASTER LEGEND SHEET NO. 0 W GENERAL NOTES 1- SEE GENERAL NOTES (SHT. GN-1, GN-2 & GN-3), MASTER LEGEND (SHT. ML-1) AND SHEET NOTES FOR MORE INFORMATION. 2. WORK SHALL OCCUR DURING NORMAL BUSINESS HOURS UNLESS NOISY, DUSTY OR DISRUPTIVE. AN01cott Architecture is interiors 3- REFINISH/CLEAN ALL EXISTING DOORS (INTERIOR & EXTERIOR), 3859 Cardiff Avenue Culver City, California 90232 TYP. THROUGHOUT U_O_N. VERIFY ALL COMPONENTS ARE IN Tel: 310.204.2290 Fax: 310.838.6109 GOOD WORKING CONDITION, REPAIR/REPLACE AS REQ'D. Email: design@wolcottai.com 4- REMOVE ABANDONED POWER/TEL_/DATA OUTLETS, WIRE MOULDING & ABANDONED SECURITY DEVICES, AND PULL BACK WIRING TO SOURCE. CAP/SEAL SLAB PENETRATIONS WHERE FLOOR MONUMENTS WERE DEMO'D_'` 5. REMOVE ABANDONED PLUMBING/FLOOR OUTLETS AND CAP/SEAL',: SLAB PENETRATIONS. - - - - - - ® ® - - - - - ,_ ®,_„ ��► �►, C�278t5. £. REMOVE EXISTING LIGHT FIXTURES THROUGHOUT, TYP. U.O.N. SAVE PER BLDG. MANAGEMENT'S DIRECTION. SEE REFL_ CEILING OP # E 1 PLAN FOR MORE INFO. EXIST. GRID TO REMAIN_'' 1 --�.E Es 1 7. ALL EXTERIOR PERIMETER WINDOWS ARE EXISTING & SHALL REMAIN AS IS. 1 4 8. REMOVE EXISTING FINISHES THROUGHOUT, INCLUDING FLOORING, to 1 i i i i ii 16 i P E! I -ice= = 1 WALLCOVERING & BASE. 1 # 1 # 1 11 { # L_J L_J 1.1-__L _,..t1. �. 41..,--t.^_-#-__ 1 ii i !Ji If I 1 It1 9. G-C. TO INDICATE TO W.A.I. IF ANY WALLS AND/OR FURRING CANNOT 1 It , , , t # , 1 BE REMOVED DUE TO HIDDEN CONDITIONS, TYP_ THROUGHOUT. 10. REMOVE CAULKING, DIRT, DUST & DEBRIS FROM ALL WINDOWS. II l��1111 I� tf 11 N tI _ #_ — 1 tt' y 1„ 1} r LL }1 if lit !J a Il f ' -t - -- 11. REMOVE ALL MIRRORS, NAILS, HOOKS, OLD TENANT SIGNAGE, ETC. r--r 1 THROUGHOUT. } 1 # t l # 1 t 1 t i t 1 1 } 1 } 1 1 # 12. REMOVE EXIT SIGNS, AND SAVE FOR POSSIBLE RE -USE IN SPACE, L_J L_J L_J 1 # 13. REVIEW DEMO'D OUTLET LOCATIONS WITH NEW OUTLETS LOCATIONS, 1 1 AND DETERMINE IF EXISTING WALL CONDUIT CAN BE RE -USED. r-- It 1 1 t 1} # I 1 1 1 I # I t l ^' tL-=-Ji r=-Ji 1=-Ji 1 ;+ V < 1 SHEET NOTES ty z O CEILING PLAN ION OF EXISRE TING CEILING GRID AS SHOWN. SEE REFL. O � (0:� 1 # 1 } I 1 I 1 `✓ 1 f 1 I I 1 I 1 2= LL_ 1 I==� 1 �/ REMOVE EXISTING RAISED PLATFORM AND DISPLAY CASE. F— � REMOVE RESTROOM FIXTURES & SAVE FOR POSSIBLE RE -USE& bj Of < REMOVE METAL SECURITY GATE TEMPORARILY KEEP EXISTING CARPET & RAISED PLATFORM EAST O 1 - r--r--t--r--1---1--t--r--c--r--1---,--+----->r-- r-- 1 1 OF NEW TEMPORARY PARTITION. SEE CONSTR. P FOR MORE INFO. A ..� 0 _J N 1 1 }-- •#--1--1--! __}__--t--!--+ --}-- ism# _ _t__y # , } 1 , 1 : t } 1 y i 1 @) REMOVE & RELOCATE EXISTING PANEL AS REQ D Q I t____L_�___J 1_IP. ) -J AREA --w--I Cn WOKERK 1 # 1 I # I # 1 e-="Ii rL-=-Ji L=^Ji 1 1 t t I k I I I 1 1 # t } } } 1 } L_J L._.J L....J 1 TYP. t--r-------- 11 1 GROUND FLOOR tl I 1 } } t } 1 1 1 1 1 1 l l 1 L_J L_J L_J 4Al 1 1 1 ---------------------------- - NORTH'D FLO"ONR PLAN G R 0 U, a BULLETIN PTLANTCHOECK -ISSUE 10-18-04 SCALE: 1 /$" = 1'-0" � 1 ` \ PLAN CHECK CORRECTIONS 8-31-04 BULLETIN ONE 8-31-04 ISSUE FOR PLAN CHECK 8-20-04 NO DESCRIPTION BY DATE PROD: DIRECTOR: A.J. WILDER PROJ. DESIGNER: C. ST. LOUIS DRAWN BY: MAF/JAA JOB NO.:04-969-100-1 SCALE: 1 /8" = 1'-0" DATE: 06-14-04 The above drawings and specifications and ideas, designs and arrange— ments represented thereby ore and shall remain the property of the Qt designer, and no part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specified project for which they have been prepared and developed without the written consent of the designer. Visual contact with these plans or specifications shall constitute conclusive evidence of acceptance of U these restrictions. I Written dimensions on these drawings shall have precedence over scaled (� dimensions. Contractor shot( verify and be responsible for all dimen— sions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before pro— ceeding with fabrication. f 00 (D r— i �I SHEET TITLE 0 It 0 DEMOLITION PLAN W Vj Q SHEET NO. F-- W 1 0 pQ ___7 1 CL L_ • • 60 SF -OFFICE RESTROOM z ACCESSORY USE 108 1 F # # # fRESTROOM 59 SF -OFFICE � ACCESSORY USE / # # # # # # 1 i 1 # ARtA OF W U00" R K # # # # I # RETAIL WAITING AREA & 530 SF -RETAIL RO U 1"N' D FLOOR PLA SCALE: 1 /8" = 1'--0" Me-mviyugampul _. APPROX. SQ. FT. FACTOR LOA9 RETAIL 1530 50 31 OFFICE 351 100 3 BREAK (OFFICE ACCESSORY USE) 358 100 3 RESTROOMS OFFICE ACCESSORY USE) 119 100 1 HALL (OFFICE) 363 100 2 STORAGE 268 300 1 TOTAL 41 1- SEE GENERAL NOTES (SHT. GN-1, GN-2 & GN-3), MASTER LEGEND (SHT_ ML-1) AND SHEET NOTES FOR MORE INFORMATION. 2_ WORK SHALL OCCUR DURING NORMAL BUSINESS HOURS UNLESS NOISY, DUSTY OR DISRUPTIVE- 3. MECHANICAL, ELECTRICAL, PLUMBING, SPRINKLER & FIRE LIFE SAFETY ENGINEERING PLANS SHALL BE DESIGN BUILD, AND G.C. MUST INCLUDE THOSE ENGINEERING COSTS IN BID. 4- PATCH/REPAIR ALL WALLS, FLOORS AND CEILINGS AS REQUIRED DUE TO NEW CONSTRUCTION. PREP. SURFACES TO RECEIVE NEW FINISHES WHERE REQ'D, AND SKIMCOAT WALLS AS NEC. 5. ALL NEW WALLS SHALL BE TYPE N-1, TYP_ THROUGHOUT U.O.N. SEE ML--1 LEGEND FOR MORE INFO. 6- PROVIDE NEW DOORS, FRAMES AND LEVER HARDWARE PER LEGEND, TYP. THROUGHOUT U.O.N. VERIFY EXISTING DOOR ASSEMBLIES ARE IN PROPER WORKING CONDITION & MEET CODE, REPAIR/REPLACE COMPONENTS AS REQ'D.�& 7_ PROVIDE ADDITIONAL WALL SUPPORT AS REQ'D FOR ALL NEW MILLWORK. 8. FURR OUT WALLS TO ACCOMMODATE NEW OUTLETS & PLUMBING, AS REQ'D. PROVIDE FIRE CAULKING WHERE OUTLETS PENETRATE RATED WALLS (MATCH RATING OF THAT WALL). 9. PROVIDE ALLOWANCE FOR (1) SEMI —RECESSED FIRE EXTINGUISHER CABINET. LOCATION T.B.D. BY CITY FIELD INSPECTOR. 10. PROVIDE NEW MILLWORK PER NOTES AND/OR ELEVATIONS/DETAILS. 11. 5EPERATE COST IN BID: REPAIR WATER DAMAGE THROUGHOUT SUITE.j, PROVIDE NEW MILLWORK WHERE NOTED. WORK TO BE DONE SEPARATELY BY MOENO!! !' TO INCLUDE COSTS BID. CONTACTWOODWORKS •.. 498-0224 FOR MORE l 4. Y. ! 1 CLEARANCES ♦ DIMENSIONS BE MET.irl = Wolcott Architecture •Interiors 3859 Cardiff Avenue Culver City, California 90232 Tel: 310.204.2290 Fox: 310.838.6109 Email: design@wolcottai.com c,.�r91s C r W V) V_ 0 t� cy) Q CL' � 0 ry 0 = LL_ I..�i� O 0 z oz 0 `� c� Q F_ z <C V) 4- 4 3 BULLETIN TWO/RE—ISSUE FOR PLAN CHECK 10-18-04 PLAN CHECK CORRECTIONS 8-31-04 J 1 \ BULLETIN ONE 8-31-04 ISSUE FOR PLAN CHECK 8-20-04 NO DESCRIPTION BY DATE PROD. DIRECTOR: A.J. WILDER PROD. DESIGNER: C. ST. LOUIS DRAWN BY: MAF/JAA JOB NO.:04-969-100-1 SCALE: 1 /8" = 1'-0" DATE: 06-14-04 The above drawings and specifications and ideas, designs and arrange— ments represented thereby are and shall remain the property of the designer, and no part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specified project for which they have been prepared and developed without the written consent of the designer. Visual contact with these plans or specifications shall constitute conclusive evidence of acceptance of these restrictions. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimen— sions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before pro— ceeding with fabrication. SHEET TITLE CONS""IMUCTION PLAN SHEET NO. z O J �.....01LL If + +3 +y + -+ +Y + + + + Et HF1 F1 11 11l11 I1111 1111111 ien I�i IN d RESTROOM 108 1 P.O. 1 104---1- 1. 1 1 1 1 CHECK OUT 1 103 1 CONVERTERjC0 flL RM 1 1 {i2 i 1 1 1 1 AREA WORK 1 1 1 1 1 1 1 RETAIL WAlTlNC AREA 1 1 100 --� I,. SEE GENERAL NOTES (SHT. GN-1, GN--2 & GN-3), MASTER LEGEND (SHT. ML--1) AND SHEET NOTES FOR MORE INFORMATION. 2. REWORK SPRINKLERS, HVAC AND FIRE LIFE SAFETY (IF OCCURS) TO SUIT NEW WALL LAYOUT AND TO MEET CURRENT CODE. 3. REWORK SWITCHING & CIRCUITRY TO SUIT NEW WALL LAYOUT. 4. ALL COVERPLATES SHALL MATCH IN COLOR, REPLACE EXISTING AS REQ'D_ VERIFY COLOR Wj TENANT_ 5. PROVIDE ALLOWANCE FOR (2) J—BOXES FOR MISC. EQUIPMENT, LOCATIONS T.B.D. 6_, FOR LIGHTING INFO_, REFER TO SHEET NOTES & THE FOLLOWING REP: MICHAEL O'CONNOR_ PH: (909) 869-6000. 7. DUE TO UNFORESEEN OBSTRUCTIONS IN THE CEILING, LIGHTING LAYOUT MAY BE ALTERED IN FIELD. & PAINT EXIST. HVAC GRILLES THROUGHOUT, MATCH GRID COLOR_ ALTERNATE: PROVIDE NEW HVAC GRILLES IN LIEU OF PAINTING, MATCH GRID COLOR. 1 1 1 1 i 10'-0. 1 BREAK 1 106 1 1SHEET NOTES 1 1 LL PROVIDE NEW ACOUS. CLG. TILE WHERE NOTED. SEE MASTER 1 107 LEGEND FOR MORE INFO_ 1 1 PROVIDE NEW GYP. BD. CLG. WHERE NOTED_ SEE MASTER LEGEND 1 FOR MORE INFO. 1 3 ALTERNATE: EXISTING CEILING & LIGHTING SHALL REMAIN IN LIEU OF 1 NEW WHERE NOTED ON PLAN. INCLUDE OMITTING PAINTING GRID. 1 GYP BDREPAIR/REPLACE TILES AS REQUIRED. REWORK LTG. AS REQ'D. 4 GYP. BD_ SOFFIT TO FOLLOW CURVE OF NEW RETAIL COUNTER. 1 ��_�A COORDINATE FINAL DIMENSIONS WITH MOEN WOODWORKS. A 1 1 1 1 1 1 1 1 1 1AI-AI M -ni 10'-0" VV01cott Architecture is Interiors 3859 Cardiff Avenue Culver City, California 90232 Tel: 310.204.2290 Fax: 310.838.6109 Email: design@wolcottoi.com M pp_�M­ hqk� — G BULLETIN TWO/RE-ISSUE 10-18-04 FOR PLAN CHECK PLAN CHECK CORRECTIONS 8-31-04 BULLETIN ONE 8-31-04 ISSUE FOR PLAN CHECK 8-20-04 NO DESCRIPTION BY DATE PROJ. DIRECTOR: A.J. WILDER PROD. DESIGNER: C. ST. LOUIS DRAWN BY: MAF/JAA JOB NO.: 04-969-100-1 SCALE: 1 /8" = 1'-0" DATE: 06-14-04 The above drawings and specifications and ideas, designs and arrange— ments represented thereby ore and shall remain the property of the designer, and no part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specified project for which they have been prepared and developed without the, written consent of the designer. Visual contact with these plans or specifications shall constitute conclusive evidence of acceptance of these restrictions. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimen— sions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before pro— ceeding with fabrication. SHEET TITLE I HS REFLECTED CEILING PLAN SHEET NO. IT U :I UNDEFSIDE OF STRUCTURE i COMPRESSION STRUTS 4 4 WIR-_S 0 45 DEGR7_ES 3/4! ACOUS. CEILING 8" (MAX.) 4 0" 4'-0' 4'-0" 4' 6'-0" (MAX.) 12'-0" (MAX.) SLAB TO SLAB PARTITION (WHERE OCCURS) FLOOR SLAB IN= 12 GA. MIN. 8 GA. VERTICAL HANGER 12 GA. MIN. WIRES @ 4'-0" O.C. IN BOTH DIRECTIONS 1-1/2" BLACK IRON CHANNELS @ 4'-0" O.C. LOCATE FIRST CHANNEL 12"-16" FROM WALL. 1. PROVIDE CLUSTERS OF 4 SPLAYED (12 GA. MIN.) WIRES 0 45 DEGREES OFF THE PLANE OF THE CEILING EVERY 12'-0" O.C. 2. PROVIDE 12 GA. VERTICAL HANGER WIRES AT TERMINAL ENDS OF EACH MAIN AND CROSS RUNNER AT A MAXIMUM OF 8" FROM EACH WALL. 3. PROVIDE RIGID VERTICAL COMPRESSION STRUT AT LOCATIONS OF SPLAYED WIRE CLUSTERS (STEEL STUD OR BLACK IRON). STRUT SHALL BE FASTENED TO MAIN RUNNER AND TO STRUCTURAL MEMBER SUPPORTING ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. 4. PROVIDE 3/4- GAP TO MAIN AND CROSS RUNNERS ON TWO ADJACENT WALLS AND TIE TWO OTHER ADJACENT WALLS TO THE MAIN AND CROSS RUNNERS. 5. SUSPENDED ACOUSTICAL CEILING SYSTEM INSTALLATION PER U.B.C. TABLE No. 25-2. COMPLY WITH 2001 CALIFORNIA BUILDING STANDARDS CODES WITH LOCAL AMENDMENTS FOR ADDITIONAL REQUIREMENTS AT MEANS OF EGRESS. SUSPENDED ACOUS. CMG. DET. N.T.S < X X X X X X X X X ID 90, 90, _X 3 X 12 GA. SPLAYED WIRE CLUSTERS —VERTICAL COMPRESSION STRUT X X 0 12 GA. VERTICAL WIRE HANGERS iv X X —X X X X X X X 4" METAL FURRING CLIPS OR DOUBLE 18 GA. TIE WIRES SUSPENSION WIRES TO STRUCTURE ABOVE 2 1/2- METAL STUDS TO (2 1/2" X 25 GA.) TO STRUCTURE ABOVE DIAGONAL STUD BRACING AT 4'-0" O.C. (MAXIMUM ALTERNATE DIRECTIONS SUSPENSION WIRES TO STRUCTURE ABOVE 4'-0' 4'-0' 4'-0' GYP. BOARD 6'-0" MAX. 12'-0" D.C. SUSPENDED CEILING NOTES: 1. SEE SUSPENDED ACOUSTIC CEILING DETAIL FOR ADDITIONAL NOTES. SUSPENSION CEILING 2. COMPLY WITH 2001 CALIFORNIA BUILDING STANDARDS CODES WITH LOCAL (ACOUSTIC PANEL) AMENDMENTS.A2 WWA COMPRESSION STRUT SCHEDULE Size Allowable Length (L) 1Z2" Diameter EMT L 4'-0" 3/4" Diameter EMT L 6'-0" 1 1/4" Diameter EMT L :5 8'-0" Double Metal Studs ELI with minimum 2 screws at each end 8'-0" < L < 12'-0" L > 12'-0": Provide structural design calculations Note: 1 Lateral force bracing members shall be spaced a minimum of 6" from all horizontal piping or duct work that is not provided 0 with bracing restraints for horizontal forces. Bracing Wires 14- 0 shall be attached to the grid and to the structure in such a I manner that they con support a design load of not less than 00 to 200 pounds or the actual load, whichever is greater, with a safety factor of 2. 0 It 0 2. Struts other than the ones listed above may be used with an evaluation report by ICBO or other nationally accredited testing ui laboratory. A --- 5/8- TYPE "X" GYP. BD. U.S.G. METAL FURRING CHANNELS (25 GA.) @ 24" O.C. m ipp�ilw- wo-m-go mq--�-I I i q EILING D'ET. r4-Y-5"N NOTE: REFER TO EITHER DEPENDING ON FIELD CONDITIONS FOR ASTUD ATTACHMENT AT STRUCTURE ABOVE SHADOW MOULDING Z 0 3/4" L: IL; < & 0 UJ >; 0 EXISTING METAL DECK VWITH CONCRETE FLOOR ABOVE COLD ROLLED CHANNEL ATTACHED TO DECK ABOVE WITH HILTI DN 32P8S15 SHOT PIN, ICBO #2388, TYP. 2-1/2 - 20 GAUGE METAL STUD DIAGONAL BRACING AT 48" O.C. MAX., STAGGER BRACING USE #12 SHEET METAL SCREWS AT JOINT IN BRACE ATTACH TOP TO BRACE T CHANNEL USING #12 SHEET METAL SCREWS FINISHED CEILING A EXISTING CONCRETE FLOOR ABOVE DIAGONAL BRACE ATTACHED TO DECK ABOVE WITH HILTI DN 32P8S15 SHOT PIN, ICBO #2388, TYP. 2-1/2 - 20 GAUGE METAL STUD DIAGONAL BRACING AT 48" O.C. MAX., STAGGER BRACING USE #12 SHEET METAL SCREWS AT JOINT IN BRACE FINISHED CEILING A It 0 1 e I a Am 1:7,310 _1J rZI SINGLE STUD PARTITION NOTES: 1. JUNCTION BOXES ON OPPOSITE SIDES OF SAME PARTITION SHALL BE LOCATED IN SEPARATE STUD SPACES. 2. BACK-TO-BACK OUTLETS NOT PERMITTED. 3. PLUG ALL UNUSED KNOCK -OUTS IN OUTLET BOXES WITH KNOCK -OUT CAPS. 4. PROVIDE BACKING EQUIVALENT TO "LOWRIES" BOX PADS AT ALL BOXES IN ACOUSTICAL PARTITIONS. FA L= MOW &Mmmq TYPICAL PARTITION NOTES AND SPECS 1. ALL RUNNERS TO BE AMMO SHOT INTO FLOOR SLAB WITH HILTI POWER DRIVEN FASTENERS: A. .177 DIA. 0 24" O.C. B. I.C.B.O. - RR #2388 C. L.A. CITY - RR #2582 2. ALL PARTITIONS TO BE FREE AND INDEPENDENT OF CEILING GRID SUSPENSION SYSTEM, UNLESS OTHERWISE NOTED. 3. ALL NON SLAB TO SLAB PARTITIONS TO BE CROSS BRACED WITH KICKER STUDS FROM TOP OF PARTITION TO STRUCTURE ABOVE. KICKERS TO BE 2-1/2- (MINIMUM) X 25 GA. STUDS @ 45 DEGREES OFF HORIZONTAL, 4'-0- O.C., ALTERNATE DIRECTIONS. 4. ALL FIRE RATED PARTITIONS SHALL BE FULLY SEALED AT TOP AND BOTTOM SLABS WITH CONTINUOUS CAULKING. 5. ALL FIRE RATED PARTITIONS SHALL MEET CONSTRUCTION REQUIRE- MENTS PER U.B.C. TABLE 7-8, ITEM NUMBER 16-1.1. 6. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE FULLY SEALED AND FITTED WITH APPROPRIATELY SIZED FIRE DAMPERS. 7.. REFER TO GENERAL NOTES FOR ADDITIONAL PARTITION AND CON- STRUCTION NOTES. 8. STEEL STUD RESEARCH AND REPORT NUMBERS: A. STANDARD CHANNEL STUDS (ST TYPE) "CEMCO" 0. LA RR #24923 b. ICBO #3403-P B. SHAFTWALL STUDS (C-H TYPE) 'DOMTAR' 620 SERIES a. LA RR #23620 b. ICBO #2541 TYPICAL NOTE 1. ALL GYP. BD. TO RUN VERTIC) 2. NO GYP. BD. J1 EXCEPT AT STUI .3. SEE PARTITION DETAIL FOR AD[ BASE PER. FINISH PLAIN PWMNWM W@A R I I'll UNDERSIDE OF STRUCTURE DIAGONAL BRACING 0 4'-0" O.C. MAX. ALTERNATE DIRECTIONS ACOUS. CEILING CEILING RUNNER ONE LAYER OF 5/8- GYP. BD. BOTH SIDES OVER METAL STUDS. 2 1/2- X 25 GA. MTL. STUDS 0 24- O.C. (HEIGHT TO 8'-0-) 2 1/2X 25 GA. MTL. STUDS 0 16- O.C. (HEIGHT TO 9t-2") 2 1/2- X 20 GA. MTL. STUDS @ 24 O.C. (HEIGHT TO 10'-9-) 2 1/2 X 20 GA. MTL. STUDS 0 16- O.C. (HEIGHT TO 12'-4-) FLOOR RUNNER AMMO SHOT TO SLAB @ 24" O.C. FIN. FLOOR LINE N1 (2 DIAGONAL BRACING 0 4'-0" O.C. (MAX.) ALTERNATE DIRECTIONS SUSPENDED CEILING LINE METAL EDGE TRIM (BOTH SIDES) CEILING RUNNER SELF -TAPPING #12 X 1-1/2- SCREWS 5/8" GYP. BD. EACH SIDE OF 2-1/2X 25 GA. METAL STUDS @ 24- O.C. (U.O.N.) Iriolcou Architecture a Interiors 3859 Cardiff Avenue Culver City, Colifomio 90232 Tel: 310.204.2290 Fox: 310.838.6109 Email: design@wolcottai.com 'M5 0 CN < < 0 0 0 0 :D V) 0 < < 0 < U) I tmi PRO 1010111101161 J &BULLETIN TWO/RE-ISSUE 10-18-04 FOR PLAN CHECK PLAN CHECK CORRECTIONS 8-31-04 BULLETIN ONE 8-31-04 ISSUE FOR PLAN CHECK 8-20-04 NO DESCRIPTION BY DATE PROD. DIRECTOR: A.J. WILDER PROD. DESIGNER: C. ST. LOUIS DRAWN BY: MAF/JAA JOB NO.: 04-969-100-1 SCALE: 1/8" = 1'-0" DATE: 06-14-04 The above drawings and -owings specifications and ideas, designs and arrange— ments; represented thereby are and shall remain the property of the designer, and no part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specified project for which they have been prepared and developed without the written consent of the designer. Visual contact with these plans or specifications shall constitute conclusive evidence of acceptance of these restrictions. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimen— sions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before pro— ceeding with fabrication. L L as Nt A 0 4 a 0 0 O a � IA" A1d" BACKSPLASH WHERE IT OCCURS, SEE ELEVATION IMMI]MMIMMI fflo][oo-17 JAI PLASTIC LAMINATE FINISH ON ALL EXPOSED CABINET AND COUNTER TOP SURFACES. UNLESS OTHERWISE NOTED (SEE SPECS) 1 1/2" SELF EDGE DRAWER AND DOOR PULLS (SEE SPECS). HOLES FOR SHELF SUPPORTS AT 2" O.C. MAX. ADJUSTABLE SHELF ON METAL SHELF RESTS. WHITE LOW PRESSURE MELAMINE FINISH ON ALL SEMI —EXPOSED SURFACES. UNLESS OTHERWISE NOTED (SEE SPECS) SEE MILLWORK NOTES AND SPECIFICATIONS FOR FINISHES, HARDWARE AND ADDITIONAL INFORMATION SCALE: 1 /2" = V-0" 1. ALL MILLWORK SHALL CONFORM TO W.I.C. CUSTOM GRADE FOR PLASTIC LAMINATE FINISHED CABINETRY AND PREMIUM GRADE FOR HARDWOOD VENEER FINISHED CABINETRY. 2. SEE CASEWORK AND MILLWORK NOTES ON SHEET GN-1. 3. ALL CABINETS ARE FRAMLESS STYLE AND FLUSH OVERLAY. 4. EXPOSED SURFACES OF CABINETS SHALL BE: SEE ELEVATIONS 5. SEMI —EXPOSED SURFACES OF CABINETS SHALL BE: LOW PRESSURE MELAMINE COLOR: WHITE 6. PROVIDE 3" PLASTIC GROMMETS (BLACK FINISH) ON COUNTERS, WHERE INDICATED ON "PLAN VIEW" OF ELEVATION DRAWINGS, TYP. APPLIANCE AND PLUMBING FIXTURE SCHEDULE SEE CONSTRUCTION PLAN. 01 (81 BASE CABINET (5] MILLWORK NOTES f 2JW s 4" PART. BD. W/PLASTIC LAMINATE tSTIC LAMINATE FINISH ON ALL EXPOSED RFACES. UNLESS OTHERWISE NOTED. :E SPECS) 11TE LOW PRESSURE MELAMINE FINISH ON ALL MI —EXPOSED SURFACES. U.O.N. JUSTABLE SHELVES ON METAL SHELF RESTS LES FOR SHELF SUPPORTS 2" O.C. MAX. DR PULL (SEE SPECS) SEE MILLWORK NOTES AND SPECIFICATIONS FOR FINISHES, HARDWARE AND ADDITIONAL INFORMATION It PLASTIC LAMINATE FINISH ON ALL EXPOSED CABINET AND COUNTER TOP SURFACES. UNLESS OTHERWISE NOTED (SEE SPECS) 1 1 /2" SELF EDGE --- i 1 t 4 t 5" FIXED PANEL 8" IN DOOR PULL (SEE SPECS) } ! SINK AND FAUCET (SEE SPECS) � j -- REMOVABLE PANEL ! i LJ L-------- t GARBAGE DISPOSAL SEE SPECS ( ) CJ1 WHITE LOW PRESSURE MELIMINE FINISH - ON ALL SEMI -EXPOSED SURFACES. h UNLESS OTHERWISE NOTED (SEE SPECS) O BASE IS FIXED TO BOOR 2 Z w QmZ -' i-�-- RUBBER BASE PER SCHEDULE o UNLESS OTHERWISE NOTED. 3" 26" SEE MILLWORK NOTES AND SPECIFICATIONS FOR FINISHES, HARDWARE AND ADDITIONAL INFORMATION A DA BASE CABINET SINK Iriolcott Architecture •Interiors 3859 Cardiff Avenue Culver City, California 90232 Tel: 310.204.2290 Fox:310.838.6109 Email: design@wolcottai.com ON N O N n 0') Q N Q�_71 0 o Iy T--- L.Li Iy Q 0(-) O� N Q 0 N < E._... Q V) rA ' Z 1 -119 2 9 Go N0 IN V BULLETIN TWO/RE—ISSUE 10-18-04 3 FOR PLAN CHECK PLAN CHECK CORRECTIONS 8-31-04 BULLETIN ONE 8-31-04 ISSUE FOR PLAN CHECK 8-20-04 NO DESCRIPTION BY DATE PROJ. DIRECTOR: A.J. WILDER PROD. DESIGNER: C. ST. LOUIS DRAWN BY: MAF/JAA JOB NO.: 04-969-100-1 SCALE: 1 /8" = 1'-0" DATE: 06-14-04 The above drawings and specifications and ideas, designs and arrange— ments represented thereby are and shall remain the property of the designer, and no part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specified project for which they have been prepared and developed without the written consent of the designer. Visual contact with these plans or specifications shall constitute conclusive evidence of acceptance of these restrictions. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimen— sions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before pro— ceeding with fabrication. SHEET TITLE CONSTRUCTION DETAILS SHEET NO. D-2 Architecture -P Interiors 70 SQ. INCH ACCESSIBILITY SIGN PER SEC. 11296.5 TYP. PAVEMENT SYMBOL PER SEC. 11 29B.5 2ct L � T -r is -e ov 5*-0" MIN. AT TYP. 8'-0" MIN. AT VAN ACCESSIBLE PARKING STALL ,1 I ill 1, 11 Em 4 3859 Cardiff Avenue Culver City, California 90232 Tel: 310.204-2290 Fax: 310.838.6109 Email: design@wolcottai.com M pi LLJ F_ D V) Z 3 BULLETIN TWO/RE—ISSUE FOR PLAN CHECK 10-18-04 PLAN CHECK CORRECTIONS 8-31-04 BULLETIN ONE 8-31-04 ISSUEFOR PLAN CHECK 8-20-04 NO DESCRIPTION BY DATE PROJ. DIRECTOR: A.J. WILDER PROD. DESIGNER: C. ST. LOUIS DRAWN BY: MAF/JAA JOB NO.: 04-969-100-1 SCALE: 1/8" = 1'-0" DATE: 06-14-04 The above drawings and specifications and ideas, designs and arrange— ments represented thereby are and shall remain the property of the designer, and no part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specified project for which they have been prepared and developed without the written consent of the designer. Visual contact with these plans or specifications shall constitute conclusive evidence of acceptance of these restrictions. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimen— sions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before pro— ceeding with fabrication. SHEET TITLE 'PATH OF TRAVEL SHEET NO. crmorut%r rwiv 0 Li _J _J n LL_ HANDICAP WATER CLOSET: AMERICAN STANDARD #2257-103, WHITE 020 "AFWALL EL 1.6" WATER SAVER TOILET W/ SIPHON JET ACTION 1-6 GPF 2477.016, WHITE 020, SLOAN ROYAL 110-3 (TOP —STUD) COMMODE SEAT: OLSONITE BRAND L-210, WHITE 101 MANUAL FLUSH VALVES. INSTALL ON WIDE SIDE. NEW LAVATORY COUNTER 3'-0" LONG GRAB BAR: BOBRICK #B5806-36, CONCEALED MOUNTED STAINLESS STEEL, SATIN FINISH 3'-6" LONG GRAB BAR: BOBRICK #B5806-42, CONCEALED MOUNTED 0 1 STAINLESS STEEL, SATIN FINISH 71-3s) INSTALL SIGNAGE PER CODE. REF. DETAIL 8/DA-2. PAPER TOWEL DISPENSER/WASTE RECEPTACLE: BOBRICK #B-3942, n; W7 SURFACE MTD., STAINLESS STEEL, SATIN FINISH ca 3 U9 TOILET SEAT —COVER DISPENSER, BOBRICK #B-5221, SURFACE MTD., 4 n4 STAINLESS STEEL, SATIN FINISH 6 z -co z z z 00 "t f> TOILET TISSUE DISPENSER: BOBRICK #13 —803 STAINLESS STEEL, 8 2 8 SATIN FINISH 3 3 C%4 + 0 @) 5'-0" WHEELCHAIR TURNING CIRCLE 10 1/4" THICK FACE MIRROR: SEE ELEVATION 36" MIN- 36" MIN. 11 VERIFY LOCATION OF FLOOR DRAIN. 0+33" MIN. @+33" MIN. POLISHED STAINLESS STEEL COVER FINISH. '01 e- ol r- 1'-16" 28" MIN. 1'-6" 1'-16" 28" MIN. 1'-16" CLR. CLR. C'PLAN NOTES 7 NEW TOILET ROOMS 1 NOTES: 1. SIGNS SHALL BE 1/4" THICK BRUSHED ALUMINUM WITH SILK SCREENED GRAPHICS. MEN'S SYMBOL SHALL BE A TRIANGLE WITH 12" LONG SIDES, WOMEN'S SYMBOL SHALL BE A 12" DIAMETER CIRCLE. 2. SIGNS SHALL HAVE A BLACK BACKGROUND W/ BRUSHED ALUMINUM. 110 TOILET SEAT COVER DISPENSERS PAPER TOWEL SOAP DISPENSER DISPENSER 12" SIDES 12" DIAMETER TACTILE RESTROOM SIGN LOCATED ON LATCH SIDE OF DOOR, UPPER CASE, SAN SERIF LETTERS, GRADE 2 BRAILLE /AA\ MEN wahlEN 0 =0 36$-40" @ H.C. 40" 37" MEN'S WOMEN'S LAVATORY SECTION MIRROR & GRAB BAR A IL Is TOILET ROOM S lulr% N S SCALE: N.T.S. COUNTER TOP LAVATORY, TOILET PAPER HOLDER WATER CLOSET MIRROR (SIZE PER PLANS) FACE OF WALL BOTTOM OF MIRROR, TOP OF SPLASH �--48:: ©SIDE 36 0 REAR 17" MIN. 24' _T — 140"MAX 40"MAX 8" INSULATE 34 T MIN� IN 29"MIN 29" MIN. 241, PIPES 12" 17"— 19" Z 0 _WAVA�- 1 (9 TYPICAL ESTR O O M HANDICAP ELEVATIONS 3 Architecture -a Interiors 3859 Cardiff Avenue Culver City, California 90232 Tel: 310.204.2290 Fox: 310.838.6109 Email: design@wolcottai.com I C T_ o < ry 71 0 ry 0 0U 0 N < 0 < V) BULLETIN TWO/RE—ISSUE Z3 FOR PLAN CHECK 10-18-04 PLAN CHECK CORRECTIONS 8-31-04 BULLETIN ONE 8-31-04 AISSUE FOR PLAN CHECK 8-20-04 NO DESCRIPTION BY DATE PROD. DESIGNER: C. ST. LOUIS DRAWN BY: MAF/JAA JOB NO.: 04-969-100-1 SCALE: 1/8" = l'—O" DATE: 06-14-04 The above drawings and specifications and ideas, designs and arrange— ments represented thereby are and shall remain the property of the designer, and no port thereof shall be copied, disclosed to others or used in connection with any work or project other than the specified project for which they have been prepared and developed without the written consent of the designer. Visual contact with these plans or specifications shall constitute conclusive evidence of acceptance of these restrictions. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimen— sions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before pro— ceeding with fabrication. SHEET TITLE 0) '0 Q O Q 1 1 O-) OO (0 �M 11 © I- .-- a LaJ L1J Q � z UJ Q0 t1 _J L.L.. RAMPS IK 1JALKS 8c SIDEWALKS (CONT.) I SANITARY FACILITIES (CONT.) E ELEVATORS (CONT.) D ELEVATORS D SIGNS & IDENTIFICATIONS A 1. RAMPS- SEC. 3307 2. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF 6- TOWEL, SANITARY NAPKIN, AND WASTE RECEPTACLES- SECTION MIN• ELEVATORS- SEC. 5iO3 1_ SIGNS AND IDENTIFICATION- SEC. 522 A. GENERAL- ANY PATH OF TRAVEL SHALL BE CONSIDERED A GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE WHERE TOWEL, NAPKIN, AND WASTE rj� � RAMP iF ITS SLOPE IS GREATER THAN 1FT. RISE IN 20 SURFACE QF ANY OF THESE AREAS, GRID OPENINGS IN GRATING SIMISANLAR RECEPTACLES AND OTHER SiMitAR DISPENSING AND DISPOSAL RECEPTACLES DISPENSING 1. OPERATION AND LEVELING. THE ELEVATOR SHALL BE AUTOMATIC (A) INTERNATIONAL SYMBOL OF ACCESSiBELtTY- THE FT. OF HORIZONTAL RUN. SHALL BE LIMITED TO 1/2 INCH IN THE DIRECTION OF TRAFFIC FIXTURES ARE PROVIDED, AT LEAST --ONE OF EACH -TYPE SHALL B£ z , � fl � � �I-Q AND BE PROVIDED WITH A SELF LEVELING FEATURE THAT -WILL iNTERNATtONAL SYMBOL OF ACCESSIBILITY SHALL BE B, WIDTH WIDTHS AS FOR EXITS- THE WIDTH OF RAMPS SHALL BE FLOW. SEC 3325(b). LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES (1016 mm) FROM THE FINISHED FLOOR. PLACE STAR * 1 0 20 BRING THE CAR TO THE FLOOR LANDINGS WITH A TOLERANCE OF PLUS OR MINUS 1/2 INCH, UNDER NORMAL LOADING AND UNLOA#ING THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USED BY PHYSICALLY DISABLED AS REQUIRED FOR STAIRWAYS AND EXITS. 3. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK PERSONS AS SET FORTH IN THESE BUILDING STANDARDS RAMPS THAT ALSO SERVE AS PEDESTRIAN RAMPS SHALL EXCEEDS 1 VERTICAL TO 20 HORIZONTAL (5% GRADIENT) IT SHALL MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER ALONGSiDE * SBQ BQ a CONDITIONS. THiS SELF LEVELING SHALL WITHIN ITS ZONE, BE ENTIRELY AUTOMATIC AND INDEPENDENT bF THE OPERATING DEVICE AND AS SPECIFICALLY REQUIRED IN THIS SECTION. CONFORM TO SUBSECTION 3306(B). PRIMARY ENTRANCE AND SPECIAL OCCUPANCY- COMPLY WITH THE PROVISIONS OF SECTION. , PEDESTRIAN RAMPS. SEC. THAN 40 INCHES FROM THE FINISHED FLOOR. MAIN IXiT FLOOR NUMBER w � AND SHALL CORRECT TH£ OVERTRAVEL OR UNDERTRAVEL. THE CAR ($) COLOR OF SYMBOL- THE SYMBOL SPECIFIED W (A) PEDESTRIAN RAMPS SERVING PRIMARY ENTRANCES TO 4100 0140 9 ul 5= I T iEDD APPROXIMATELY LEVEL WiTH THE LANDING, SHALL MAINTAINED ABOVE SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. BUILDINGS HAVING AN OCCUPANCY LOAD OF 300 OR MORE 4. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL ��LOAD RR£SPEE N 1 15090 IN FEDERAL STANDARD 5950. EXCEPTION- THE SHALL HAVE A MINIMUM CLEAR WIDTH OF 60-INCHES. NOT EXCEED 1/2 INCH. WHEN CHANGES IN LEVEL DO OCCUR, THEYDRINKING FOUNTAINS F � HORIZONTALLY 2. DOOR OPERATION. POWER OPERATED HORIZONTALLY SLIDING CAR APPROPRIATE ENFORCEMENT AGENCY MAY APPROVE RAMPS SERVING GROUP R OCCUPANCIES MAY BE 36-INCH SHALL BE BEVELED WiTH A SLOPE NO GREATER THAN 1-2 EXCEPT AND HOADOORS OPENED AND CLOSED AUTOMATIC MEANS SPECIAL SIGNS AND IDENTIFICATION PROVIDES CLEAR WIDTH WHEN OCCUPANCY LOAD IS 50 OR LESS, ALL THAT LEVEL CHANGES NOT EXCEEDING 1/4 INCH MAY BE VERTICAL. - io ADEQUATE DIRECTION TO HANDICAPPED /DISABLED OTHER PEDESTRIAN RAMPS SHALL HAVE A MiNiMUM WIDTH WHEN CHANGES IN LEVELS GREATER THAN 1/2 INCH ARE NECESSARY 18" .., SHALL BE PROVIDED' PERSONS. OF 48-INCHES. C. SLOPE- THE MAXIMUM SLOPE OF A RAMP THAT SERVES ANY THEY SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. SEC. 7103. MIN. $' 3. DOOR SIZE. MINIMUM CLEAR DOOR S!Z£ FOR ELEVATORS SHALL BE (C) BRAILLE SYMBOLS- CONTRACTED 2 BRAILLE SHALL BE EXITWAY PROVIDES HANDICAP ACCESS OR IS IN THE PATH IN. 36 INCHES. USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. SANITARY FACILITIES E OF TRAVEL SHALL BE 1 FOOT RISE FOR 12 FEET OF HORIZONTAL RUN. 5. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 TOWARD THE 18' 4. CAR INSIDE. THE GAR SHALL ALLOW FOR THE TURNING OF DOTS SHALL BE 1/10 INCH (2.54mm) ON CENTERS IN INCHES X 60 INCHES AT A ODOR OR GATE THAT SWINGS MIN. MINIMUM A WHEELCHAIR. THE MINIMUM CLEAR DISTANCE BETWEEN WALLS OF EACH CELL WiTH 1 40 INCH 0.625mm ABOVE THE / ( } D. LANDINGS- RAMP LANDINGS SHALL BE INSTALLED AS WALK, AND NOT LESS THAN 48 INCHES WIDE BY 44 INCHES DEEP AT BETWEEN WALL AND DOOR, EXCLUDING RETURN PANELS, SHALL BE FOLLOWS- LOCATION OF THE LANDINGS SHALL BE PROVIDED AT THE A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24 INCHES TO THE SIDE IIF TH£ STRIKE EDGE OF A tMIN %/�%f�� NOT t€SS THAN 68 INCHES BY 54 INCHES. MINIMUM DISTANCE D LETTER SIIZEQ LETTERS AND NUMBERS ON SIGNS SHALL (}HAVE A W#dTH TO S#ZE RATIO OF BETWEEN 3-5 AND 1-1 TOP AND BOTTOM OF EACH RAMP. INTERMEDIATE LANDINGS DOOR OR GATE THAT SWINGS TOWARD THE WALK. SEC. 3304(2) 1. WATER CLOSETS- PART 5-1502 FROM WALL TO RETURN PANEL SHALL BE NOT LESS THAN 51 INCHES. AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1-5 SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30- <N THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM AND I-10.6, ALL WALKS WiTH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS OF 17 INCHES AND A MAXIMUM OF 19 INCHES MEASURED TO THE TOP A. ELEVATOR FLOOR BUTTONS SHALL BE WITHIN 4 FEET 6 INCHES (E) CONTRAST OF SYMBOL- CHARACTERS AND SYMBOLS SHALL DIRECTION. LANDINGS ARE NOT CONSIDERED IN AT LEAST 5 FEET IN LENGTH AT INTERVALS OF AT LEAST EVERY 6" MIN. �732- , OF THE TOILET SEAT. CONTROLS SHALL BE OPERABLE WITH ONE OF THE CAR FLOOR. EXCEPT FOR PHOTO ELECTRIC TUBE BY- CONTRAST WITH THEIR BACKGROUND, EITHER LIGHTDETERMINING THE MAXIMUM HORIZONTAL DISTANCE OF EACH 400 FEET. SEC. 3325(f). MAXLR. LR HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, PASS SWITCHES, EMERGENCY CONTROLS INCLUDING THE CHARACTERS ON A DARK BACKGROUND OR DARK RAMP. TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL EMERGENCY STOP AND ALARM SHALL BE GROUPED IN OR CHARACTERS ON A LIGHT BACKGROUND. SIZE OF TOP LANDINGS- TOP LANDINGS SHALL BE NOT CORRIDORS (SEC. 3305) NON -ALCOVE, WING ALCOVE BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS, NO MORE ADJACENT TO THE BOTTOM OF THE PANEL AND SHALL BE NO (F) RAISED AND RECESSED CHARACTERS- WHEN RAISED OR LESS THAN 60-INCHES WIDE AND SHALL HAVE A LENGTH OF WALL INSTALLATION INSTALLATION THAN 44 INCHES ABOVE THE FLOOR. THE FORCE REQUIRED TO LOWER THAN 2 FEET 11 INCHES FROM THE FLOOR. FOR RECESSED CHARACTERS 0R SYMBOLS ARE USED, THEY NOT LESS THAN 60-INCHES IN THE DIRECTION OF THE (b) WIDTH ACTIVATE CONTROLS SHALL BE NO GREATER THAN 3 POUNDS PER MULTIPLE CONTROLS ONLY, ONE SET MUST COMPLY WITH THESE SHALL CONFORM TO THE FOLLOWING - RAMP RUN. 1. DRINKING FOUNTAIN: SECTION 511.1 SQUARE FOOT. HEIGHT REQUIREMENTS. THE EMERGENCY TELEPHONE HANDSET 1. LETTER TYPE- LETTERS AND NUMBERS ON SIGNS ENCROACHMENT OF DOORS- DOORS IN ANY POSITION SHALL 1, CORRIDOR WIDTHS. EVERY CORRIDOR SERVING AN OCCUPANT THE BUBBLER SHALL BE ACTIVATED BY A CONTROL WHICH IS EASILY SHALL BE POSITIONED NO HIGHER THAN 4 FEET ABOVE THE SHALL BE RAISED OR RECESSED 1/32 INCH (0.8mm) NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LOAD OF 10 OR MORE SHALL NOT BE LESS THAN 44 INCHES IN OPERATED BY A DISABLED PERSON SUCH AS A HAND OPERATED FLOOR, AND THE HANDSET CORD SHALL BE A MINIMUM OF 2 MINIMUM AND SHALL BE SANS SERIF CHARACTERS. LANDING TO 42-INCHES AND SHALL NOT REDUCE THE WIDTH. CORRIDORS SERVING AN OCCUPANT LOAD OF LESS LEVER TYPE CONTROL LOCATED WITHIN 6 INCHES OF THE FRONT NOTE: DOOR FEET 5 INCHES iN LENGTH. 2 SYMBOL SIZE- RAISED CHARACTERS OR SYMBOLS REQUIRED WIDTH BY MORE THAN 3-1/2" WHEN FULLY OPEN. THAN 10 SHALL BE NOT LESS THAN 36 INCHES IN WIDTH. AND SHALL BE WITHIN 36 INCHES OF THE FLOOR. THE WATER 36" SHALL BE A MINIMUM OF 5/8 INCH (15.86mm) HIGH. STRIKE EDGE EXTENSION- THE WIDTH OF THE LANDING STREAM SHALL BE SUBSTANTIALLY PARALLEL TO THE FRONT OF SWINGS iNT 8. IDENTIFICATION FOR THE VISUALLY IMPAIRED SHALL BE AS RECESSED CHARACTERS OR SYMBOLS SHALL HAVE A SHALL EXTEND 24-INCHES PAST THE STRIKE EDGE FOR AN 2, FOR SPECIAL REQUIREMENTS FOR GROUP E AND I THE EDGE OF THE FOUNTAIN. THE DIRECTION FOLLOWS- 1/4 INCH (6.35mm) MINIMUM STROKE WIDTH. INTERIOR RAMP. OCCUPANCIES, SEE SECTION 3319 UBC AND 3321. OF EGRESS PASSENGER ELEVATOR CONTROLS SHALL HAVE A MINIMUM LANDING WIDTH- AT THE BOTTOM AND INTERMEDIATE C TELEPHONES 5'-O" rr ---6 6 0 - "`� DIMENSION OF 3/4 INCHES AND SHALL BE RAISED 1/8 INCH 2. ENTRANCE SIGNS- SEC. 522(b7) LANDINGS, THE WIDTH SHALL BE AT LEAST THE SAME AS CORRIDORS OVER 200 FEET. CORRIDORS THAT EXCEED 200 T-O' CLR_ 32" PLUS OR MINUS 1/32 ABOVE THE SURROUNDING SURFACE. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USEABLE REQUIRED FOR RAMPS. FEET IN LENGTH SHALL- 1'-6. i In. N CONTROL BUTTONS SHALL HAVE SQUARE SHOULDERS, AND SHALL BY PHYSICALLY HANDICAPPED PERSONS SHALL BE IDENTIFIED BY 1 CHANGE OF DIRECTION- INTERMEDIATE LANDINGS AT A A. HAVE A MINIMUM CLEAR WIDTH OF 60 INCHES; OR, BE ACTIVATED BY MECHANICAL. MOTION WHICH iS DETECTIBLE. AT LEAST ONE STANDARD SIGN WITH ADDITIONAL DIRECTIONAL CHANGE OF DIRECTION IN EXCESS OF 30 DEGREES AND B. HAVE, AT A CENTRAL LOCATION, A 60 INCH BY 60 INCH 1, TELEPHONE- SEC. 522{f) MIN -- 1'-O' _ � � 8" ALL CONTROL BUTTONS SHALL BE DESIGNATED BY A 5/8 INCH SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG BOTTOM LANDINGS SHALL HAVE A DIMENSION IN THE MINIMUM WHEELCHAIR TURNING SPACE OR PASSING _ / ,s. MINIMUM, ARABIC NUMERAL, STANDARD ALPHABET CHARACTER, APPROACHING PEDESTRIAN WAYS. DIRECTION OF THE RAMPS RUN OF NOT LESS THAN 72- ALCOVE; OR, A EQUIPMENT FOR HEARING IMPAIRED PEOPLE- MIN :d z yI i t -l:l \ V OR STANDARD SYMBOL IMMEDIATELY TO THE LEFT OF THE INCHES. C. HAVE, AT A CENTRAL LOCATION, AN INTERVENING CROSS TELEPHONES SHALL BE EQUIPPED WITH A RECEIVER THAT 4 2 I I CONTROL BUTTON. A BRAILLE SYMBOL SHALL BE LOCATED 3, IDENTIFICATION SYMBOLS- SEC. b.7 { } OTHER INTERMEDIATE LANDINGS- OTHER INTERMEDIATE OR TEE CORRIDOR, A MINIMUM OF 44 INCHES IN WIDTH; GENERATES A MAGNETIC FIELD IN THE AREA OF THE RECEIVER I I I i IMMEDIATELY BELOW THE NUMERAL, CHARACTER, OR STANDARD ON DOORWAYS LEADING TO MEWS SANITARY FACILITIES, AN LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OR OR, CAP. THEN A IF BANKS OF PUBLIC PHONES ARE PROVIDED, p•307 SYMBOL. A MINIMUM CLEARANCE OF 3/8 INCH OR OTHER EQUILATERAL TRIANGLE 1/4 INCH (6.35mm) THICK WITH EDGES 12 RAMP RUN OF NOT LESS THAN 60-INCHES. D. HAVE, AT A CENTRAL LOCATION, AN OPERABLE DOOR. ABLE NUMBER, BUT ALWAYS AT LEAST ONE IN EACH REAS14 36" SUITABLE MEANS OF SEPARATION SHALL 8E PROVIDED BETWEEN INCHES 304.8mm LONG AND VERTEX POINTING UPWARD AND ON BANK IN A BUILDING OR FACILITY SHALL BE EQUIPPED WITH BANK I CLR CLR ROWS OF CONTROL BUTTONS. WOMEN'S SANITARY FACILITIES A CIRCLE 1 4 INCH 6 35mm / ( ) E. HANDRAILS- HANDRAILS ARE REQUIRED ON RAMPS THAT VOLUME CONTROL. 36" NOTE- SEE FIGURE BELOW. THICK AND 12 INCHES (304.$mm) IN DIAMETER. THESE SYMBOLS PROVIDE HANDICAP ACCESS IF SLOPE EXCEEDS i FOOT B. CONTROLS- TELEPHONES SHALL HAVE PUSH BUTTON CONTROLS 32" SHALL BE CENTERED ON THE DOOR AT THE HEIGHT OF 60 INCHES �/ LEVELS DOORS/LANDINGS/FLOOR i RISE IN tS FEET OF HORIZONTAL RUN. HANDRAILS SHALL 8E PLACED 15 ON EACH SIDE OF EACH RAMP, SHALL BE WHERE SERVICE FOR SUCH EQUIPMENT IS AVAILABE. CL CL THE RAISED CHARACTERS SHALL BE WHITE ON BLACK (T524mm) AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY . CONTINUOUS. CONTINUOUS. THE FULL LENGTH OF THE RAMP SHALL BE 1. C. CORD LENGTH- THE CORD FROM THE TELEPHONE TO THE i'-O" 32" BACKGROUND. CONTROLS AND EMERGENCY EQUIPMENT DIFFERENT FROM THE COLOR OF THE DOOR. HE INCHES ABOVE THE RAMP SURFACE,I HANDSET SHALL BE AT LEAST 29 INCHES (736.6mm) LONG. `� IDENTIFIED BY RAISED SYMBOLS SHALL INCLUDE, BUT NOT BE LIMITED TO DOOR OPEN, DOOR CLOSED, ALARM BELL, UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE SHALL EXTEND A MINIMUM OF 1 FOOT BEYOND THE TOP AND 2'-6' `r - EMERGENCY STOP, AND TELEPHONES. THICK, AND 12 ES IN WITH BOTTOM OF THE RAMP, AND HE ENDS SHALL BE RETURNED. 1, CHANGE IN FLOOR LEVEL AT DOOR/THRESHOLDS- SEC. 3301(d) MIN N, THICKTRIANGLESUPERIMPOSEDCH ON THEAMETER CIRC E WITHIN THE 12 HANDRAILS PROJECTING FROM A WALL SHALL BE NOT LESS THAN 1-1/2" INCHES BETWEEN THE WALL AND THE (ii) -6 V 5. HANDRAILS. A HANDRAIL SHALL BE PROVIDED ON ONE WALt OF THE INCH DIAMETER. HANDRAIL. THE GRIP PORTION SHALL BE NOT LESS THAN A. THE FLOOR OF THE LANDING SHALL NOT B£ MORE THAN 1/2 INCH 12.7 mm) LOWER THAN HE THRESHOLD OF THE { ' +� 2 -0" CAR, PREFERABLY THE R. THE RAILS SHALL BE SMOOTH AND THE INSIDE SURFACE AT LEAST 1-1/2 INCHES CLEAR OF THE WALLS i-1 4" INCHES OR MORE THAN 2 INCHES IN CROSS j DIMENSION, OR THE SHAPE SHALL PROVIDE AN DOORWAY. 8. CHANGE IN LEVEL BETWEEN 1/4 INCH (6.35 mm) AND 1.2 r IF=7b 60"SECTIONAL AT A NOMINAL HEIGHT IIF 32 {NCHES FRAM THE FLOOR. NOMINAL GRIPPING SURFACE AND ALL SURFACES SHALL INCH (12.7mm) SHALL BE BEVELED WiTH A SLOPE NO GREATER Un z , < I z }J CLR. PLUS OR MINUS 1 INCH.EQUIVALENT BE SMOOTH WITH NO SHARP CORNERS. THAN 1-2. CHANGE IN LEVEL GREATER THAN 1/2 INCH j 'd- `� � 1 I `-- z � 2. URINALS- PART 5-P1O5O3 NOTE- 32 INCHES REQUIRED TO REDUCE INTERFERENCE WITH CAR F. SURFACE- THE SURFACE OF RAMPS SHALL BE SLIP- (12.7mm) SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. i I g 4 "'r 1 i (A) WHERE URINALS ARE PROVIDED, AT LEAST ONE WITH A RIM CONTROLS WHERE CAR CONTROLS LOWEST BUTTON IS CENTERED AT 35 � i i z 1 a PROJECTING A MINIMUM OF 14 INCHES FROM THE WALL AND AT INCHES ABOVE THE FLOOR. RESISTANT AS DEFINED IN SECTION 3325(A).1:1 ei, _ � I t M W 3 A MAXIMUM OF 17 INCHES ABOVE THE FLOOR SHALL BE G. WHEELGUIDES- WHERE THE RAMP SURFACE IS NOT BOUND BY WALL OR FENCE AND THE RAMP EXCEEDS tO FEET IN LENGTH, THE RAMP SHALL WITH ONE THE FOLLOWING- COMPRESSED FINISHED FLOOR � __--_� 25'- L. s S^'-w 30" MIN m PROVIDED. (B) FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND AND g, CALL OPERATION BUTTONS SHALL 8E WITHIN 3 FEET 6 INCHES OF THE FLOOR. BUTTONS SHALL BE A MINIMUM OF 3/4 INCH IN SIZE AND SHALL BE RAISED 1/8 INCH TO 1/32 PLUS OR MINUS ABOVE (� 15 A MINI IN 1. A GUIDE CURB A MINIMUM OF 2-INCHES IN HEIGHT SHALL CARPET 1" �� E SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING THE SURROUNDING SURFACE, VISUAL INDICATION SMALL BE h, I BE PROVIDED AT EACH SIDE OF THE RAMP OR MAX THRESHOLD OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN 44 PROVIDED TO SHOW EACH CALL REGISTERED AND DISTINGUISHED 2. A WHEEL GUIDE RAIL SHALL BE PROVIDED, CENTERED 3- \il INCHES ABOVE THE FLOOR. WHEN ANSWERED. INCHES PLUS OR MINUS 1-INCH ABOVE THE SURFACE OF THE RAMP. I L:�::�� - 48" MIN 7. HALL LANTERN. A VISUAL AND AUDIBLE SIGNAL SHALL BE PROVIDED AT EACH HOISTWAY ENTRANCE INDICATING THE PROSPECTIVE PASSENGER CAR ANSWERING THE CALL AND THE A I R l A ! A Y A V V f i,R� z [III DIRECTION OF TRAVEL AS FOLLOWS- HAZARDS 8c PROTRUDING OBJECTS B �"�J to 360" MIN 60' 2 1. STAIRWAYS- SEC. 3306(r) 1 1'-2 MIN A. THE VISUAL SIGNAL FOR EACH DIRECTION SHALL BE A LATERAL �N i STRIPING FOR THE VISUALLY IMPAIRED- THE UPPER APPROACH AND iii'll'i-iiii NOT TO MINIMUM OF 2-1/2 INCHES HIGH 8Y 2-1/2 INCHES WIDE, AND MAX \" M THE LOWER TREAD OF EACH STAIR SHALL BE MARKED BY A STRIP OF EXCEED VISIBLE FROM THE PROXIMITY OF THE CALL BUTTONS. I. HAZARD AND PROTRUDING OBJECTS- SEC. 3326 -- �,. CLEARLY CONTRASTING COLOR AT LEAST 2-1N. (50.8mm) WIDE URINAL 3. LAVATORIES- SEC. 511(b) DEPTH - OBJECTS PROJECTING FROM WALLS (FOR EXAMPLE, TELEPHONES) 60. PLACED PARALLEL TO AND NOT MORE THAN 1-IN. (25.4mm) FROM B. THE AUDIBLE SOUND SHALL SIGNAL ONCE FOR THE UP WITH THEIR LEADING EDGES BETWEEN 27 TO 80 INCHES ABOVE THE 3S0" MIN 2. LEVEL FLOOR/LANDING- SEC. 3304 (i-2) 1' Max THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY ( A LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT DIRECTION AND TWICE FOR THE DOWN DIRECTION OR OF A CONFIGURATION WHICH DISTINGUISHES BETWEEN THE UP AND FINISHED FLOOR SHALL PROTRUDE NO FURTHER THAN 4 INCHES INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES. LATER A. THERE SHALL BE A LEVEL AND CLEAR AREA ON EACH SIDE OF IMPAIRED. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE DOWN ELEVATOR TRAVEL. MAX AN EXIT DOOR AND 44 INCHES WHERE DOOR SWINGS AWAY FROM THE LEVEL AND CLEAR AREA. THE LEVEL AREA SHALL HAVE LEAST AS SLIP -RESISTANT AS THE OTHER TREADS OF THE STAIRS. WHERE STAIRWAYS OCCUR, OUTSIDE A BUILDING, THE UPPER APRON WITH KNEE CLEARANCE FROM UNDER THE FRONT LIP 2. FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY 72" AS A LENGTH OF AT LEAST 60 INCHES IN THE DIRECTION OF THE APPROACH AND ALL TREADS SHALL BE MARKED 8Y A STRIP OF EXTENDING A MINIMUM OF 10 INCHES IN WIDTH AND 8 INCHES MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE C. THE CENTER LINE OF THE FIXTURE SHALL BE LOCATED A MINIMUM OF 6 FEET (72 INCHES) iN HEIGHT FROM THE LOBBY OVERHANG 12 INCHES MAXIMUM FROM 27 TO 80 INCHES ABOVE THE MIN INTERMEDIATE REQUI 72" DOOR SWING AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN CLOSED POSITION. CLEARLY CONTRASTING COLOR AT LEAST 2-IN. (50.8mm) WIDE AND PLACED PARALLEL TO AND NOT MORE THAN 1-IN (25.4mm) FROM THE SAME WIDTH AND SHALL BE A MINIMUM OF 9 INCHES HIGH FLOOR, 3. GROUND OR FINISHED FLOOR. PLATFORM MIN B. THE FLOOR OR LANDING ON EACH SIDE OF AN EXIT DOOR NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. FROM THE FLOOR AND MINIMUM OF 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN /�--�` SHALL BE LEVEL. THE LEVEL AREA SHALL HAVE A LENGTH IN THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP (8) HOT WATER AND DRAIN PIPES SHALL BE INSULATED OR D. THE USE OF iN-CAR LANTERNS, LOCATED IN OR ON CAR DOOR JAMBS, VISIBLE FROM THE PROXIMITY OF THE HALL CALL ACCESSIBLE ROUTE OR MANEUVERING SPACE. THE DIRECTION OF THE DOOR SWING OF AT LEAST 60 INCHES AND THE LENGTH OPPOSITE THE DIRECTION OF THE DOOR RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIP SHALL BE ACCEPTABLE AT INTERIOR STAIRS ONLY. OTHERWISE COVERED. THERE SHALL BE NO SHARP OR BUTTONS AND CONFORMING TO THE ABOVE REQUIREMENTS SHALL 4. ANY OBSTRUCTION OVERHANG A PEDESTRIAN WAY SHALL BE A • WHEN DOOR SWING OF 44 INCHES AS MEASURED AT RIGHT ANGLES TO THE ABRASIVE SURFACES UNDER LAVATORIES. (C) FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OR WILL BE ACCEPTABLE. MINIMUM OF $O INCHES ABOVE THE WALKING SURFACE AS MEASURED INTERMEDIATE SWINGS ONTO TURNING PLANE OF THE DOOR IN ITS CLOSED POSITION. C. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE 2. TREADS- SEC. 3306{S-1} A- ALL TREAD SURFACES SHALL BE SLIP -RESISTANT. AL OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT ONE E. THE USE OF ARROW SHAPES ARE PREFERRED FOR VISIBLE TO THE BOTTOM OF THE OBSTRUCTION. LANDING PLATFORM 42" MIN. PLUS DOOR SWINGS SHALL EXTEND 24 INCHES PAST THE STRIKE B. TREADS SHALL HAVE SMOOTH, ROUNDED OR CHAMFERED EXPOSED GRASPING, PITH OR TWISTING THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO SIGNALS. 5. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES, OR OTHER DOOR WIDTH. EDGE OF THE DOOR FQR EXTERIOR DOOR AND 1$ INCHES PAST EDGES, AND NO ABRUPT EDGES AT THE NOSING {LOWER FRONT GREATER THAN 5 POUNDS PER SQUARE FOOT. LEVER- CIRCULATION SPACE SHALL HAVE 80 INCHES MINIMUM CLEAR HEAD ROOM. THE STRIKE EDGE FOR INTERIOR DOORS. EDGE}. OPERATED, PUSH -TYPE AND ELECTRONICALLY ACCEPTABLE 8. PASSENGER ELEVATOR LANDING JAMBS ON ALL ELEVATOR FLOORS, SHALL HAVE THE NUMBER OF THE FLOOR ON WHICH THE JAMB f5 3• THE SURFACE OF THE FLOORING SHALL BE SLIP RESISTANT. 3. RISERS- SEC. 3306(S-3) . DESIGNSSELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. LOCATED DESIGNATED BY RAISED ARABIC NUMERALS WHICH ARE A 6. ABRUPT CHANGES IN LEVEL, EXCEPT BETWEEN A WALK OR SIDEWALK RISERS SHALL BE SUFFICIENTLY SOLID TO PREVENT THE PASSAGE MINIMUM OF 2 INCHES IN HEIGHT AND RAISED BRAILLE SYMBOLS AND ADJACENT STREET OR DRIVEWAY, EXCEEDING 4 INCHES IN A DOORS SEC. 3304 TYPE OF LOCK OR LATCH OF OBJECTS LARGER THAN 1/2 INCH (12/35mm). NOTE- ALL I STAIRS TO HAVE CLOSED RISERS. I I " 8" MIN_ WHICH CONFORM TO SECTION 522(b)3 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. VERTICAL DIMENSION, SUCH AS PLANTERS OR FOUNTAINS, LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS, OR OTHER PEDESTRIAN WAYS SHALL BE IDENTIFIED BY CURBS PROJECTING AT LEAST 6 ADDITIONAL REQUIREMENTS L 1. EXiT ODORS SHALL BE OP£NABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4. HANDRAILS- SEC. 3306(5-3) A. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. & MIN �� 1 z cr I !0 � _ A n _J 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. INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL DROP OFF. WHEN GUARDRAIL OR HANDRAIL IS PROVIDED, NO CURB IS REQUIRED WHEN A GUIDE RAIL 1. THE CENTER OF RECEPTACLE OUTLETS SHALL BE NOT LESS THAN 15- B. WHERE THE EXTENSION OF THE HANDRAIL IN THE DIRECTION � K'E a CLEAR FLOOR IS PROVIDED CENTER 3 INCHES PLUS OR MINUS 1 INCH ABOVE THE INCHES ABOVE THE FLOOR OR WORKING PLATFORM. DOOR SIZE. EVERY REQUIRED EXIT DOORWAY SHALL BE OF A SIZE THE STAIR RUN WOULD CREATE A HAZARD, THE +- <, g• LOCATION. PASSENGER ELEVATORS SHALL BE LOCATED NEAR A SURFACE OF THE WALK OR SIDEWALK, THE WALK IS 5 PERCENT OR AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 TERMINATION AT THE EXTENSION SHALL 8E MADE AT EITHER TERMINATION 9' SPACE MAJOR PATH OF TRAVEL AND PROVISiONS SHALL BE MADE TO ASSURE LESS GRADIENT OR NO ADJACENT HAZARD EXISTS. 2. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OS SWITCHES FEET IN WIDTH AND NOT LESS THAN 6 FEET 8 INCHES IN HEIGHT. ROUNDED OR RETURNED TO THE FLOOR WALL OR POST. WHERE MIN THAT THEY REMAIN ACCESSIBLE AT ALL TIMES THE BUILDING IS INTENDED FOR THE USE OF THE OCCUPANT OF THE ROOM OR AREA TO WHEN INSTALLED IN EXIT DOORWAYS, EXIT DOORS SHALL BE THE STAIRS ARE CONTINUOUS FROM LANDING TO LANDING, THE 4- GRAB BAR. SEC, 511.1 (0-9) OCCUPIED. 7_ WARNING CURBS. ABRUPT CHANGES IN LEVEL, EXCEPT BETWEEN A CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF EXIT WAY IS NOT LESS THAN INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING. LOCATIONS. GRAB BARS LOCATED ON EACH SIDE, ONE SIDE AND WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY, EXCEEDING 4 INCHES ON A VERTICAL DIMENSION, SUCH AS AT G COOLING, HEATING AND VENTILATION EQUIPMENT, SHALL BE NOT LESS THAN THREE FEET ABOVE THE FLOOR NOR MORE THAN FOUR 32 INCHES. IN COMPUTING THE EXIT WIDTH REQUIRED BY C. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF SI THE BACK OF TH£ PHYSICALLY HANDICAPPED/ACCESSIBLE TOILET PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, FEET ABOVE THE FLOOR OR WORKING PLATFORM. SUBSECTION 3303(b), THE NET DIMENSION OF THE EXIT WAY SHALL NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND THE STALL OR COMPARTMENT, SHALL BE SECURELY ATTACHED 33 INCHES SIDEWALKS, OR OTHER PEDESTRIAN WAYS, SHALL BE IDENTIFIED BY BE USED HANDRAIL, ABOVE AND PARALLEL TO THE FLOOR, EXCEPT THAT WHERE THE TANK CURBS PROJECTING AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK 3. THE CENTER OF FIRE ALARM iNlTlATING DEVICES (BOXES) SHALL D• THE HANDGRIP PORTION OF fiANDRA#LS SHALL BE NOT LESS TYPE TOILET IS USED WHICH OBSTRUCTS PLACEMENT AT 33 INCHES, THE GRAB BAR MAY BE AS HIGH AS 36 INCHES. GRAB BARS AT THE OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL DROP BE LOCATED 48 INCHES ABOVE THE LEVEL OF THE FLOOR, GROUND EXCEPTION NO. 1- DOORWAYS MAY BE 30 INCHES IN WIDTH IN THAN 1-1 4 INCHES OR MORE THAN 2 INCHES IN CROSS- / SIDE SHALL BE LOCATED 15 TO 16-1/2 (PLUS OR MINUS i INCH) OFF. SURFACE OR SIDEWALK, GROUP I DIVISION 2A OCCUPANCIES. SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE AND SHALL HAVE A SMOOTH INCHES FROM THE CENTER LINE OF THE WATER CLOSET STOOL, AND � $_ WHEN A GUARDRAIL OR HANDRAIL I5 PROVIDED, NO CURB 15 4, THE INTERNATIONAL SIGN FOR ACCESSIBILITY SHALL BE THE HINGED DOORS. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE SURFACE WITH NO SHARP CORNERS. SHALL BE AT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET STOOL. 4*50 PERSONS OR LESS REQUIRED WHEN GUIDE RAIL IS PROVIDED CENTERED 3 INCHES PLUS STANDARD USED TO IDENTIFY THAT ARE ACCESSIBLE TO MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 9O DEGREES FROM ITS CLOSED POSITION. 5. MAX#MUM RISER VARIATION 3j$. MAXIMUM TREAD VARtAT#ON GRAB BARS AT THE BACK SHALL BE AT LEAST 36 INCHES LONG. *OVER 50 PERSONS OR MINUS ONE INCH ABOVE THE SURFACE OF THE WALK OR SIDEWALK, THE WALK IS 5 PERCENT OR LESS GRADIENT AND LESS ABLEFACILITIES AND USED BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN Va". i\" AND NO HAZARD EXISTS. THESE BUILDING STANDARDS. THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE PAIR OF DOORS. FOR HINGED DOORS, THE OPENING WIDTH SHALL ** 4'-6" MIN COLOR SHALL BE EQUAL IN COLOR TO COLOR NO. 15090 IN FEDERAL STANDARD 5950. 8E MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM iTS CLOSED POSITION. PROVIDE SECOND SET OF *5*-8"MIN 1 g. OVERHANG OBSTRUCTIONS. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN'S WAY SHALL BE A MINIMUM OF 80 INCHES ABOVE THE PAIR OF DOORS. WHERE A PAIR OF DOORS IS UTILIZED AT LEAST HANDRAILS AT 24' WHEN CHILDREN ARE PRIMARY 4*-3" MIN " 6 WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. WHERE A GUY SUPPORT I5 USED PARALLEL TO THE 5, IF EMERGENCY WARNING SYSTEMS ARE REQUIRED, THEY SHALL "' ACTIVATE A MEANS OF WARNING THE HEARING IMPAIRED. FLASHING ONE OF THE DOORS SHALL PROVIDE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32 INCHES WITH THE LEAF POSITIONED AT AN ANGLE OF t 12" USERS. ER ,, i\" 4'-6" MIN PATH OF TRAVEL INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, A GUY BRACE, SIDEWALK GUY, OR SIMILAR DEVICE SHALL BE USED TO VISUAL WARNING SHALL HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. gp DEGREES FROM ITS CLOSED POSITION. VdiDTH TO 1I" 2'-8" MIN PREVENT OVERHANGING OBSTRUCTION AS DEFINED. SIGNALING DEVICE CONSTRUCTION. THE BOTTOM 10 INCHES OF ALL DOORWAYS EXCEPT DIA. ** * 3',,� SEC. 7203 AUTOMATIC AND SLIDING DOORS SHALL HAVE A SMOOTH 2" MIN. WIDTH 1" MAX. FROM 5. THE STRUCTURAL STRENGTH- 511.1 (c-9) 9 UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO 8E OPENED BY A 12" �, THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, in (o) TYPES OF DEVICES. EVERY ALARM SIGNALING DEVICE WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS EDGE OF TREAD FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING INSTALLED IN ANY OCCUPANCY WITHIN THE SCOPE OF THESE CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10 INCH ,Ai SPECIFICATIONS - REGULATIONS SHALL BE OF THE SAME BASIC TYPE BELLS, ( HORNS, CHIMES, SPEAKERS, ETC) AS ALL OTHER DEVICES IN HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A TREAD WIDTH A. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY t //�-��//�� /� �+ CLEAR FLOOR OR SPACE C THE FACILITY. WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUSFOR AAILTREADS MAXIMUM BENDING MOVEMENT FROM THE APPLICATION OF 250 POUNDS PER SQUARE FOOT (1112N) SHALL BE NO LESS THAN ELEVATOR CONTROL PANEL NOTE- THIS DRAWING ILLUSTRATES THE MINIMUM CODE REQUIREMENTS, FOR COMPLIANCE. IT IS NOT CONDITIONS. TWARNING:READ ONSINTIERIORSTAIRS, THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR MEANT TO SATISFY DESIGN REQUIREMENTS. EXCEPTION- ANY SIGNALING DEVICES REQUIRED FOR THE DEAF ON EXTERIOR STAIRS. OR SEAT. AND HEARING IMPAIRED. B. SHEAR STRESS INDUCED IN THE GRAB BAR OR SEAT BY THE (e) STROBE SIGNALING DEVICES REQUIRED FOR THE HEARING 11 pp,�, WALKS CX SIDEWALKS APPLICATION OF 250 POUNDS PER SQUARE FOOT (1112N) IMPAIRED. STROBE SIGNALING DEVICES REQUIRED FOR THE SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE u CLEAR FLOOR SPACE- SEC. 522 c { ) MATERIAL OF THE GRAB BAR SEAT, AND ITS MOUNTING HEARING IMPAIRED SHALL BE STATE FIRE MARSHALL APPROVES BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY 1, THE MINIMUM, CLEAR FLOOR OR GROUND SPACE REQUIRED TO AND LISTED. T. WALKS AND SIDEWALKS- SEC. 3325 RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES ACCOMMODATE A SINGLE STATIONARY WHEELCHAIR AND OCCUPANT I5 ALARMS " S-8. " WALKS AND SIDEWALKS SUBJECT TO THESE REGULATIONS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESSES. � � / 30 INCHES BY 48 INCHES. THE MiNiMUM CLEAR FLOOR OR GROUND SPACE FOR WHEEL CHAIRS MAY BE POSITIONED FOR FORWARD OR SEC. 7204 GROUND I44 MiN AN ABRUPT CHANGE IN LEVEL EXCEEDING 1/2 INCH, AND SHALL BE SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICE FROM THE / o PARALLEL APPROACH TO AN OBJECT. CLEAR FLOOR OR {o} EMERGENCY WARNING SYSTEMS. IF EMERGENCY WARNING SYSTEMS ARE REQUIRED, THEY SHALL ACTIVATE A MEANS OF _ _ r _I °i' i I 2'-B' i I A MINIMUM OF 48 INCHES IN WIDTH. SURFACES SHALL BE SLIP- RESISTANT AS FOLLOWS. APPLICATION OF A 250 POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR e ° iR ° ° °o 0o 8 SPACE FOR WHEELCHAIRS MAY BE PART OF THE KNEE SPACE REQUIRED UNDER SOME OBJECTS. `' CLR' MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICH EVER IS ; g io WARNING THE HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER 2'-0" EXTERIOR 1'-6" A. SLOPES LESS THAN 6 PERCENT- SURFACES WITH A SLOPE OF THE SMALLER ALLOWABLE LOAD. _ 2. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND MINUTE. I i ® I CLR. T'-6" INTERIOR LESS THAN 6 PERCENT GRADIENT SHALL BE A7 LEAST AS THAT TENSILE FORCE INDUCED IN A FASTENER BY DIRECT TENSION FORCE4 z SPACE FOR A WHEELCHAIR SHALL ADJOIN OR OVERLAP AN ACCESSIBLE, ROUTE OR ADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR DESCRIBED AS A SALTED FINISH. C-4 6, EMPLOYEE WORK AREAS SHALL HAVE A MINIMUM OF 36 INCH WIDE to t I i' CENT B. SLOPES OF 6 PERCENT OR GREATER- SURFACES WITH A SLOPE OF 250 POUND PAINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE 4'-O" SPACE. !F CLEAR FLOOR SPACE IS LOCATED IN AN ALCOVE 4R CLEAR ACCESS, AS MODIFIED IN OTHER PORTIONS OF THESE L____ = ` OF 6 PERCENT GRADIENT OR GREATER SHALL BE SLIP- APPLICATION OF A 250 POUND POiNT LOAD, SHALL BE LESS THAN MAX i� I '� " OTHERWISE CONFINED ON ALL OR PART OF 3 SIDES, ADDITIONAL REGULATIONS. SEE SECTION 3315.1(0) AND (b). RESISTANT. THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE C, < OF HIGHEST MANEUVERING CLEARANCE SHALL BE PROVIDED. 5'-0" C. SURFACE CROSS SLOPES- SURFACE CROSS SLOPES SHALL NOT SUPPORTING STRUCTURE. R BUTTON 7. STORAGE AREAS ARE NOT REQUIRED TO MEET THESE STANDARDS, EXCEED 1/4 INCH PER FOOT EXCEPT WHEN THE ENFORCING AGENCY FINDS THAT DUE TO LOCAL CONDITIONS, IT CREATES GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. < OF ETNLl2GENCY 1: T W N F R R, THA d H£ ­1 10 - I % % - ------ I 11-11-IM-11 - _EPT AY A AR T . THE T70QRYY OOLONG CCESS TO UCH LEAS ALL NO £ LESS THAN 32 INCHES IN CLEAR WIDTH. SEE SECTION 712(b.7). INCREASED TO A MAXIMUM OF 1/2 INCH PER FOOT FOR T IT SURFACE. A GRAB BAR AND ANY OTHER SURFACE ADJACENT O , - 4'-6" TO 6'-6" TOP OF 0% 0, am DISTANCES NOT TO EXCEED 20 FEET. SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES HANDRAIL SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH. k71 51r;l 1 I I I .Architecture • Interiors 3859 Cardiff Avenue Culver City, California 90232 Tel: 310.204.2290 Fax: 310.838.6109 Email: designQWolcottai.com 1!:;4 � t .1 •r i I I I 11 �, I I 11 = 9 I to]! A A A A A 3 BULLETIN Two/RE-ISSUE FOR PLAN CHECK 10-1$-04 aPLAN CHECK CORRECTIONS 8-31-04 1�BULLETIN ONE 8-31-04 AISSUE FOR PLAN CHECK 8-20-04 NO DESCRIPTION BY DATE PROD. DESIGNER: C. ST. LOUTS DRAWN BY: MAF/JAA JOB NC.: 04-969-100-1 SCALE: 1/8" = 1 '-0" DATE; 06-14-04 The above drawings and specifications and ideas, designs and arrange- ments represented thereby are and shall remain the property of the designer, and no part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specified project for which they hove been prepared and developed without the written consent of the designer. Visual contact with these plans or specifications shalt constitute conclusive evidence of acceptance of these restrictions. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimen- sions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before pro- ceeding with fabrication. SHEET TITLE TYP. DISABLED SHEET NO. ACCESS NOTES DA 3