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HomeMy WebLinkAbout10146855.pdfi .' 1. NOTE THAT HIS PROJECT SHALL CONFORM TO THE 2001 EDITIONS OF THE CALIFORNIA BUILDING CODE. 2001 UNIFORM MECHANICAL CODE. 2001 UNIFORM PLUMBING COD€, THE UNIFORM BUILDING CODE AND THE 2001 CALIFORNIA ELECTRICAL CODE BASED ON THE 1999 EDITION OF THE NATIONAL ELECTRIC CODE. AND CITY AND COUNTY LAWS AND ORDINANCES, ALONG WITH THE C.A.C. TITLE 24 HANDICAP REQUIREMENTS, AND THE AMERICANS WITH DISABILITIES ACT. 2. THE TERM 'PLANNER" AS USED IN THESE DOCUMENTS REFERS TO: BOLE' INTERNAT04AL 2915 REDHILL AVENUE BUILDING 8201, SUITE C COSTA MESA, CA 92626 PHONE: (714) 438-3834 3. THE PLANER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OF PLANS FOR BID PURPOSES PF40R THE ISSUANCE OF THE BUILDING PERMIT. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE PRIOR TO THE BEGINNING OF CONSTRUCTION AND REPORT IMMEDIATELY ANY DISCREPANCIES TO THE PLANER. 4. CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL CONTRACT DOCUMENTS. FIELD CONDITIONS, AND CONFIRMING THAT WORK IS ABLE TO BE BUILT AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION ITEMS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE PLANER BEFORE PROCEEDING WITH WORK IN QUESTION OR RELATED WORK, 5. THE GENERAL. CONTRACTOR IS SOLELY RESPONSIBLE TO COORDINATE WITH ALL SUBCONTRACTORS PER REQUIREMENTS ESTABLISHED BY OWNER. TENANT, OR BOTH, WHICH ARE UNDER SEPARATE CONTRACT WITH THE OWNER, OR TENANT. OR BOTH. 6. THE STRUCTURAL. MECHANICAL., ELECTRICAL, PLUMBING, OTHER DRAWINGS, AND JOB SPECIFICATIONS ARE SUPPLEMENTARY TO PLANER CONSTRUCTION DRAWINGS. ANY DISCREPANCIES BETWEEN THESE DOCUMENTS SHALL. BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. 7. THE INTENT OF DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL LICENSED LABOR, COMMERCIAL GRADE MATERIALS AND SERVICES NECESSARY FLIT THF, COMPLETION OF ALL WORK SHOWN, DESCRIBED OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT O PLIGTL.Y INDICATED IN THE CONTRACT DOCUMENTS. 8. CONTRACTOR FOR THE PROJECT SHALL BE RESPONSIBLE FOR OBTAINING ALL REOULRED BUILDING PERMITS. PRIOR TO THE ISSUANCE OF A BUILIINC, PERMIT, THE APPLICANT SHALL HAVE EVIDENCE OF CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE ON FILE WITH THE DEPARTMENT IN COMPLIANCE WITH SECTION WOO OF THE CALIFORNIA LABOR CODE. 9. THE GENERAL. CONTRACTOR SHALL NOTIFY THE PLANER IMMEDIATELY OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR THAT WILL CAUSE A DELAY IN THE CONSTRUCTION COMPLETION SCHEDULE. THE CONTRACTOR SHALL. SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR ORDERS OF MATERIALS AND EQUIPMENT. 10. THE PLANER'S APPROVAL OF SHOP DRAWINGS SHALL NOT RELIEVE THE GENERAL CONTRACTOR OR SUBCONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS UNLESS HE HAS, IN WRITING, AND BROUGHT TO THE ATTENTION OF THE ARCHITECT SUCH DEVIATIONS AT THE TIME OF THE SUBMISSION, NOR SHALL 17 RELIEVE HIM (GENERAL CONTRACTOR) FROM RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS. 11. UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SUBMIT ONE BLUEPRINT SET AND ONE SEPIA SET OF SLOOP DRAWINGS. SHOP DRAWINGS SHOULD 414CLUDE DETAILED DIAGRAMMATIC DRAWINGS, AND MATERIAL SCHEDULES. LOCATION AND ORIENTATION OF ALL. ITEMS SHOULD BE CLEARLY INDICATED. BEGIN FABRICATION OF SHOP ITEMS AFTER RECEIVING PLANER'S OR DESIGNER'S APPROVAL OF SHOP DRAWINGS. 12. ANY WORK INSTALLED IN CONFLICT WITH THE CONSTRUCTION DRAWINGS, WITHOUT THE PRIOR APPROVAL OF THE OWNER AND THE ARCHITECT SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 13. INSTALL ALL. MANUFACTURED ITEMS, MATERIALS. AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, 14. PROVIDE CONTINUOUS INSPECTION AS SET FORTH IN UBC SECTION 108 AND PER CONTRACT DOCUMENTS AS NEEDED. 15. PRIOR TO THE ISSUANCE OF FINAL CERTIFICATE OP 'OCCUPANCY FOR THIS PROJECT, THE GENERAL CONTRACTOR SHALL SUBMIT A SIGNED CERMIG1Tc tO THE DEPARTMENT OF BUILDING AND SAFETY STATING THAT ALL WORK HAS BEEN PERFORMED AND MATERIALS INSTALLED ACCORDING TO THE PLANS AND SPECIFICATIONS AFFECTING NONRESIDENTIAL ENERGY. DRAWING NOTES: UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTS SHALL. BE FROM 1. THE CENTERUNE OF THE COLUMNS TO THE FACE OF EITHER WALL. STUD OR FINISHED FACE OF EXISTING WALLS. WRITING DIMENSIONS SHALL. TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON 2. THE JOB SITE, ANY DISCREPANCY SHALL BE MWHT TO THE NOTICE OF BOLE INTERNATIONAL PRIOR TO THE COMMENCEMENT OF ANY WORK. 3. ALL VERTICAL. DIMENSIONS SHOWN ARE FROM FLOOR SLAB, UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS SCALED FROM DRAWINGS. 4. LARGE SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. THE TERM ALIGN AS USED IN THESE DOCUMENTS, SHALL MEAN TO ACCURATELY LOCATE FINISHES IN 5. THE SAME PLANE. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING WHICH DOES NOT 6. COMPLY WITH THE USC TABLES 3-D THROUGH 3G, AND UFC.. AND STATE AND COUNTY REQUIREMENTS, ALL APPLICABLE PERMITS (BUILDING, HAZARDOUS MATERIAL, ETC.) MUST BE OBTAINED PRIOR TO 7• OCCUPANCY. JOB SITE: 'WHERE EXISTING TENANTS / BUSINESSES ARE AWACENT TO THE JOB SITE / TENANT. THE 1. CONTRACTOR SHALL. MINIMIZE CONSTRUCTION NOISE - EXTREME NOISE CONSTRUCTION SHALL OCCUR AT NON -TYPICAL BUSINESS HOURS. CONTRACTOR SHOULD NOTIFY BUILDING REPRESENTATIVE OF SPECIAL UM GIRC STANCES 1N ADVANCE PRIOR TOWORK. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND SURROUND114G AREA FREE 2. FROM DUST AND DEBRIS. THE WORK SHALL. BE IN CONFORMANCE WITH AIR AND WATER POLLUTION CONTROL STANDARDS AND REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE SITE. THE 3. CONTRACTOR STROLL INFORM THE BUILDING REPRESENTATIVE OF THE LOCATION OF DISPOSAL. SITES. CONTRACTORS SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB AFTER ITS 4. COMPLETION. WHERE APPLICABLE. GLEAMING SHALL INCLUDE. BUT NOT BE LIMITED TO. THE EXTERIOR AND THE INTERIOR OF THE BUILDING, THE PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS. ELEVATORS, LOBBIES, AND CORRIDOR CARPETS. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PR07ECTIONt IN ACCORDANCE WITH UBC CHAPTER 33, 5. WHERE REQUIRED, IF TRENCHES OR EXCAVATIONS 5' OR MORE IN DEPTH ARE REQUIRED, OBTAIN NECESSARY ISSUANCE 6. OF A BUILDING OR GROW PERMIT. AFF above finished floor BLDG AP access panel CAB ACT acoustical the CPT ADJT adjustable CB A/C air conditioning CLG ALT alternate CEM AL. aluminum CM AS anchor bolt CT A'ANOD anodized CIR APPROX approximate CLR ARCH architect (ural) CLS AUTO outomotic COL 8LK block CONC BL.KG blocking COND SOT bottom CONST INTERIOR / EXTERIOR: 1. CONTRACTOR SHALL CHECK AND VERIFY SIZE AND LOCATION OF DUCT OPENINGS AND PLUMBING RUNS WITH MECHANICAL CONTRACTOR BEFORE FRAMING WALLS, FLOORS, ETC, 2. CONTRACTOR SHALL PROVIDE AND LOCATE WITH MECHANICAL CONTRACTOR ACCESS PANELS AS REQUIRED FOR MECHANICAL DUCTS, PLUMBING RUNS, ETC. ACCESS PANEL LOCATIONS ARE TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 3, EXTEND ALL STUBS AND WALL MATERIALS TO CONSTRUCTION ABOVE, UNLESS OTHERWISE INDICATED. 4. UNLESS OTHERWISE NOTED}, ALL GYPSUM BOARD SURFACES, WALLS. AND CEILINGS SHALL. BE TAPED AND FEATHERED SMOOTH TO RECEIVE A MINIMUM OF ONE COAT SEALER AND ONE COAT OF PAINT TO COVER. 5. WHERE OCCURS, CONTRACTOR SHALT. PATCH ANY EXISTING WALLS AND/OR CEILINGS AS NEED TO REFURBISH THE LEASE SPACE AND REPAIR ALL DAMAG€S CAUSED BY CONTRACTOR. 6. INTERIOR WALL AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE TO THE UBC, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND SMOKE DENSITY RATINGS FOR FINISH MATERIALS 7. ALL GLASS SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 24 OF THE USC. 8. WHEN USED. ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE OZONE DEPLETING COMPOUNDS. 9. CONTRACTOR SHALL PROVIDE BACKING 0 ALL PARTITIONS THAT REWIRE MILLWORK INSTALLATION. DOORS AND EXITS: 1. PER UBC =ON 24M. GLAZING IN AXED OR OPERABLE PANELS ADJACENT TO A DOOR WIDER£ THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER VERTICAL. , EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60-INCHES ABOVE SURF 2. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS AREA OR WHEN THE AREA SERVED HAS AN OCCUPANT LOAD OF 50 OR MORE PEOPLE. 3. ALL EXITS ARE TO BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. PROVIDE A SIGN ON OR NEAR THE MAIN ')(IT DOOR READING, -THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS'. 4. ALL HARDWARE SHALL. BE INSTALLED 3 FEET ASOW FINISH FLOOR, UNLESS OTHERWISE NOTED. CONTRACTOR TO VERIFY & MATCH EXISTING CONDITIONS. 5. ALL HARDWARE TO BE LEVER -TYPE PER STATE OF CAUFORN(A, TITLE 24. AND THE ADA. 6. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. 7. PROVIDE WEATHER SEALS ON ALL EXTERIOR DOORS PER ANSI STANDARDS. 8. VAAXB(UM UNDERCUT OF ALL DOORS SHALL. NOT EXCEED 1/2- ABOVE FINISH FLOOR SURFACE. 9. THRESHOLDS SHALL NOT EXCEED 1/2- IN HEIGHT & MUST BE FULLY ACCESSIBLE. 10. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOORS OR REPLACE SAID DOOR IF NOT ABLE TO REFINISH TO -AS NEW" CONDITION. ELECTRICAL: I . W11ERf EXIT SIGNS AR£ MUFM BY CM SECTION 1003.2.9 SHALL BE ILLUMINATED PER SECTIONS 1003.2.9.1 AND 1003.2.9.2 NEC. THE LOCATM SHALL. BE COORDINATED WITH THE PLANER. 2. PROME BACK-UP POWER FOR EXIT SIGNS PER UBC SECTION 1003.2.9.2 3. DAERGENCY UGHTiNG SIL1D.t. BE 2 SEPARATE SOURCES OF POWER AND SHALL COMPLY WITH THE NEC. 4. WHEN PLYWOOD BACKBOARDS ARE REQUIRED IN TELEPHONE AND ELECTRICAL EQUIPMENT ROOMS, THEY SHALL BE PAINTED TO MATCH ADJACENT WALL WOOD USED IN THk SUBJECT PROJECT SHALL BE FIR£- RETAR{AAN4T--TREATED tN ACCOROANCE WITH CBC SECTION 207. 5. THE CENTER OF SWffCHES SHALL BE NO MORE THAN 48 INCITES ABOVE THE FLOOR. VERIFY AND MATCH EXISTING. 6. CENTERLINE OF 15, 20, AND 30 AMP RECEPTACLES SHALL NOT BE LESS THAN 16 WCHTS CENTERED ASM FLOOR. FLOOR OUTLETS ARE ACCEPTABLE NEKT TO SLIDING PANELS / WALLS AND OTHER SPECIAL CONVENIENT LOCATIONS. 7. EXIT LL IA)U'MP ON SHALL BE FROM AN EMERG£NGY SYSTEM WfIERE EXITING SYSTEMS SEINES AN OCCUPANT LOAD OF 100 OR MORE. LCBC SECTION 1003.2.91 TITLE 24 - ENERGY COMPLIANCE: I. ENVELOPE COMPLIANCE AND STATEMENT OF DESIGN COMPLW4CE: THE CALIFORNIA ENERGY CONSERVATION Ni STANDARDS FOR NONRESIDENTIAL BUILDING SHALL BE RENEWED AND COMPLIED WITH DURING THE CONSTRUCTION AND TENANT IMPROVEMENT WORK SCOPE OF THIS PROJECT. VENTILATION: 1. UNLESS OTHERWISE NOTED, ALL ENCLOSED PORTIONS OF BUILDINGS CUSTOMARILY OCCUPIED BY PEOPLE SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF OPENING EXTERIOR OPENINGS WITH AND AREA NOT LESS THAN 1/20 OF THE TOTAL FLOOR AREA, OR SHAM. BE PROVIDED WITH A MECHANICALLY OPERATED VENTILATION SYSTEM. MECHANICALLY OPERATED VENTILATION SYSTEM SHALL BE CAPABLE OF SUPPLYING A MIN. OF 15 CUBIC FEET PER MIN. OUTSIDE AIR PER OCCUPANT DURING SUCH TIME AS THE BUILDING IS OCCUPIED. IF THE VELOCITY OF AIR AT A REGISTER EXCEEDS 10 FEET PER SECOND, THE REGISTER SHALT BE PLACED MORE THAN 8 FEET ABOVE THE FLOOR DIRECTLY BENEATH. ABC SECTION 1202.2.1 2. UNLESS OTHERWISE NOTED, TOILET ROOMS SHALL BE PROVIDED WITH A FULLY OPERABLE EXTERIOR WINDOW AT LEAST 350 SQ. INCHES OR A VERTICAL DUCT NOT LESS THAN 100 SO. INCHES IN AREA FOR THE FIRST WATER CLOSET PLUS 50 ADDITIONAL SO. INCHES FOR EACH ADDITIONAL WATER CLOSET OR A MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE OF PROVIDING A COMPLETE AIR CA' ANGE EVERY 15 MINS. SUCH MECHANICALLY OPERATED EXHAUST SYSTEMS SHALT. BE CONNECTED DIRECTLY TO THE OUTSIDE, AND THE POINT OF DISCHARGE SHALL. BE AT LEAST 3 FEET FROM ANY OPENINGS WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. UBC SECTION 1202Z I FIRE DEPARTMENT NOTE: MO+M D1 FIRE SPRINKLER PLANS AND FIRE LIFE SAFETY SH AUL BE SUBMITTED FOR REVIEW. APPROVAL AND PERMIT ISSLL+4IM 1, It0 HUM OR T-W APPROVALS Wlu. IX GRANTED WITMU4 'ME TIRE 0£PRRTitM APPROVAL FOR THE S'PRWKLER. building CONT continuous or continue ELEV cabinet CONTR contract (or) ENCL carpet (ed) CTR counter EP catch basin DEMO demolish, demolition EQ ceiling DET detail ECIP cement DIAG diogonai EXH centimeter (s) COLA diameter EX ceramic Ale DIM dimension EXP circle DIV division EXT clear (once) DP, door FOC closure 0 drain FOM column DWG drawing FOS concrete DF drinking fountain FF condition ELEC electric (of) FIN construction EL elevation FTG TENANT IMPROVEMENT FOR CITY PLA r [-\4ARKETING CENTER 2677 N. MAIN ST. SUITE 110 SANTA ANA, CA 92705 S .A . FIRE AUTHORITY NOTES LEGEND PROJECT TEAM gl i SHEET INDEX 1. FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE INSPECTION 2 DAYS IN ADVANCE. PHONE N (TOTAL: 20 SHEETS) (714) 647-5700. NORTH SYMBOL BUILDING OWNER/TENANT ARCHITECTURAL SHEETS (13 SHEETS) - 2. LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH THE UNIFORM'` CITY PLACE T1.1 COVER SHEET FIRE CODE STANDARD 10-1 AND PLACEMENT IS SUBJECT TO THE APPROVAL OF THE FIRE INSPECTOR-. MAERIKET€NG CENTER T1.2 TITLE 24 NOTES 2A 10I3C MINIMUM FIRE EXTINGUISHERS TO BE LOCATED WITHIN 75 FEET OF TRAVEL.. DISTANCE FROM 2677 N. MAIN ST. SUITE 110 T1.3 GENERAL NOTES ALL AREAS. A COLUMN SANTA ANA, CA 92705 AO.1 SITE PLAN 3. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLEAND REFERENCE CONTACT: A1.0 OCCUPANCY EXITING & AS -BUILT DEMO PLAN COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH UNIFORM- CODE PHONE: A2.0 PARTITION & ELECTRICAL PLAN : REGULATIONS. THE STORAGE AND USE OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE A2.1 DOOR SCHEDULE AND MILLWORK ELEV. & DETAILS AUTHORITY PRIOR TO ANY MATERIALS BEING STORED OR USED ON -SITE, A SEPARATE PLAN SUBMITTAL 1 DOOR NUMBER A3A REFLECTED CEILING & FINISH PLAN IS REQUIRED PRIOR TO THE STORAGE ANT? USE OF HAZARDOUS MATERIALS, A4.0 INTERIOR ELEVATIONS 4. BUILDING(S) NOT APPROVED FOR HIGH -PILED STOCK (MATERIALS CLOSELY PACKED PILES OR PALLETS, P LAIN N E R A4.1 INTERIOR ELEVATIONS OR IN RACKS WHERE THE TOP OF STORAGE EXCEEDS 12 FEET IN HIGH, AND 6 FEET FOR GROUP A A4.2 INTERIOR ELEVATIONS PLASTICS AND CERTAIN OTHER HIGH -HAZARD COMMODITIES). HIGH -PILED STOCK SHALL BE APPROVED BY D KEY NOTE BOLE INTERNATIONAL A5.0 DETAIL SHEET THE FIRE AUTHORITY PRIOR TO MATERIALS BEING STORED ON -SITE. A SEPARATE PLAN SUBMITTAL IS 2915 REDHILL AVE. A5.1 DETAIL SHEET REQUIRED FOR HIGH -PILED STORAGE IN ACCORDANCE WITH THE UNIFORM FIRE CODE, ARTICLE 81. BLDG. 8201, SUITE C 5. ALL WEATHER ACCESS ROADS SHALL BE APPROVED BY THE OCFA AND IN PLACE BEFORE ANY 92626 5 COSTA MESA, ELEVATION CALLOUT CONTACT: JEFFCA CA ADLER COMBUSTIBLE MATERIALS ARE PLACED ON THE SITE. ACCESS ROADS SHALL. BE. MAINTAINED CLEAR OF PHONE: (714) 438A38E4 OBSTRUCTIONS. FAX: (714) 438-3836 M ECHAN I CAL (2 SHEETS) 6. ACCESS GATES SHALL BE IN COMPLIANCE WITH THE UNIFORM FIRE CODE, SECTION 902 AND ORANGE M 1.0 LEAD SHEET COUNTY FIRE AUTHORITY GUIDELINES. A SEPARATE PLAN SUBMITTAL AND APPROVAL BY THE ORANGE DETAIL CALLOUT M2.0 MECHANICAL. PLAN COUNTY FIRE AUTHORITY IS REQUIRED. 7. PLANS OF NEW OR MODIFICATIONS TO EXISTING FIDE PROTECTION, DETECTION, ALARM OR MONITORING SYSTEMS) SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO INSTALLATION, A SEPARATE PLAN PLUMBING (1 SHEET) SUBMITTAL AND APPROVAL BY ORANGE COUNTY FIRE AUTHORITY IS REQUIRED PRIOR TO THE REVISION INDICATOR COMMENCEMENT OF ANY WORK. P1.0 PLUMBING PLAN 8. A LETTER OF INTENDED USE FOR THE STRUCTURE(S) MAY BE REQUIRED BY THE FIRE INSPECTOR. 9. WHEN THE PROJECT INVOLVES THE CONSTRUCTION OF A NEW STRUCTURE OR AN ADDITION TO AN EXISTING STRUCTURE, PLANS AND DOCUMENTATION FOR FIRE DEPARTMENT ACCESS, HYDRANT LOCATIONS, y C ° ELECTRICAL (4 SHEETS) WATER AVAILABILITY AND FIRE LANE MARKINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ORANGE COUNTY FIRE AUTHORITY PRIOR TO THE APPROVAL OF ARCHITECTURAL PLANS. AN ORANGE COUNTY FIRE E1.0 ELECTRICAL TEAL? SHEET AND DETAILS AUTHORITY APPROVED SITE PLAN SHALL BE SUBMITTED WITH THE ARCHITECTURAL PLANS. E2.0 POWER AND SIGNAL PLAN E3.0 LIGHTING PLAN AND FIXTURE SCHEDULE 10. IN STRUCTURES OF UNDETERMINED USE, THE MINIMUM FIRE; SPRINKLER DESIGN DENSITY REQUIRED E4.0 TITLE 24, PANELS AND SINGLE LINE DIAGRAM SHALL BE ORDINARY HAZARD (GROUP 2) WITH A DESIGN AREA OF 3,000 SQUARE FEET. 10 For. fi A ice` NOTS5 ON H iM' -17 14 } r BUILDING DATA VICINITY, P" PROJECT BUILDING DEPT. CITY OF SANTA ANA BUILDING CODS 2001 EDITIONS OF THE CALIFORNIA BUILDING CODE, UNIFORM MECHANICAL CODE, UNIFORM PLUMBING CODE, AND CALIFORNIA ELECTRICAL CODE BASE ON THE 1999 EDITION OF THE NATIONAL ELECTRIC CODE AND CITY AND COMMUNITY LAWS AND ORDINANCES. JOB SITE ADDRESS 2677 N. MAIN ST. SUITE 110 SANTA ANA, CA 92705 DINNER CITY PLACE MARKETING CENTER BUSINESS SS OFFICE: CONSTRUCTION TYPE TYPE If FR. FIRE SPRINKLERED. OCCUPANCY GROUP B-•2 (OFFICE USE) i .BUILDINQ AREA: 1ST FLOOR 8,624 S.F. TOTAL I IN AREA 16.920 S.F. +/- .R.E,. M_QQELEO AREA (1 ST FLOOR) 2,621+/- U.S.F. PARKING EXISTING ADA ACCESSIBLE SQOPEF W RK• $CPSI. E OF WORK INTERIOR IMPROVEMENT OF EXISTING 1ST FLOOR SPACE. REMODEL TO INCLUDE LIGHT DEMOLITION, NEW PRIVATE OFFICES, OPEN WORK / DISPLAY AREA AND STORAGE W/ MTL..STUD CONSTRUCTION AND NEW FINISHES. ABBREVIATIONS elevator FR frame (d), (ing) HB hose bibb enclosure (ure) FUR furred (ing) INCL include (d), (ing) electrical panel board GA gage, gouge ID Onside diameter equal GC general contract (or) INS insulate (d), (ing) equipment GL gloss, glazing KPL kickplate exhaust GD grade, grading KIT kitchen existing GYP.BD. gypsum board LAS laboratory exposed HOW hardware LB log bolt exterior HD R header J joist face of concrete HTVAC heating/ventilating/ LAM laminate (d) face of masonry HT height LAV lavatory face of studs HC hollow core L length finish floor HM hollow metal LT light finish (ed) HEM hollow metal MB machine bolt footing 114011 horizontal MH manhole CHOC ST. JOSEPH HOSPITAL HOSPITAL 22 MAINPLACE V) yyy < Uj PROJECT ,,� LS.T SITE a .7 $ UJ E. MEMORY LN �T t>tiC k1�a1 T I~ s acCl , h'T i.at2€3k E. MEMORY LN wi P M, h MF R manufacture (er) OPP opposite REG register SUS suspended WC water closet MATL material (s) OD outside diameter SCH schedule TEL telephone W width, wide MAX maximum OH overhead SEC section THK thick (ness) WP waterproofing MECH mechanic (at) PNL panel SS service sink THI R threshold WOW window MET? medium PART partition SC solid core T&G tongue and groove WG wired gloss MET saetal PVMT pavement Sim similar TSL top of slob WM wire .Tress MIN minimum PED pedestal SP soundproof TST top of steel W/o without MISC. miscellaneous PLAM plastic laminate SPK speaker TW top of wall WD wood MOD modular PLYWD plywood SPEC specification (s) TYP typical W/ with MT mount (ed), (ing) PSF pounds per square foot SO square UC undercut NAT natural PSI pounds per square inch SST stainless steel UNF unfinished NOM nominal PL property line STD standard VB vapor barrier NIC not in contract RAO radius STL steel VERT vertical NTS not to scale :TE:F reference STOR storage WSCT wainscot OC on center s) FRE.FR refrigerator STRUCT structural WH wall hung STYLE 1124 MAIN ST., SUITE A IRVINE, CA 92614 PHONE: (949) 222-0901 FAX: (949) 222-0933 b ENGINEERING GLUMAC r 3 Kr 3635 VON KARMAN AVE., SUITE 250 IRVINE, CA 92606 Ai CONTACT, MR. HENRY PHAN t d�� at ��, �,t�, �, � ��� �, , �; a, .�,I ��C I PHONE: (949) 833-$190 t„ :..TI fs FAX: (949) 833-0252 By- _rlpa w H o UW U �P US U ;�� T I--i F-01 N C!3 z IBIS DOCUMENT, AND THE IDEAS AND DESIGNS ' INCORPORATED HEREIN AS AN INSTRUMENT Of PROFESSIONAL SERVICE IS THE PROPERTY OF BOLE' INTERNATIONAL AND IS NOT TOBE USED «< IN WHOLF OR PART FOR ANY PROJECT OTHER i HAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF BOLE' INTERNATIONAL.. THIS DOCUMENT SHALL NOT BE REPRODUCED OIL MODIFIED IN ANY WAY WIT]IOUT THE EXPRESSED WRITTEN CONSENT' OF BOLE INTERNATIONAL. REVISIONS- CLys stazt IWI9,D4 Revisions per plan dte&o+nIIA&IO4 PARTICIPANTS DRAWN BY: F.J. ; CHECKED BY: BLE: TABLE: . . , ;P0 OJECT: N�u _ _� ,. , 1'L7YY E: 10/19/04 N.T.S. . , i _. .,M_M.. i:."" a %'�► I Ca A C ATCI'TT"1 DISABLED ACCESS GENERAL NOTES NOTE: ACCESSIBLE ROUTE OF TRAVEL IS DEFINED AS "A CONTINUOUS UNOBSTRUCTED PATH 4. THE WIDTH OF THE LANDING SHALL EXTEND 24" PAST THE STRIKE EDGE OF ANY DOOR OR B) A WATER CLOSET FIXTURE LOCATED IN A COMPARTMENT SHALL PROVIDE A MINIMUM ii} L-SHAPED GRAB BARS LOCATED ON WALLS ADJACENT TO AND OPPOSITE THE CONNECTING ALL ACCESSIBLE ELEMENTS AND SPACES IN AN ACCESSIBLE BUILDING OR GATE FOR EXTERIOR RAMPS AND 18" PAST THE STRIKE EDGE FOR INTERIOR RAMPS. 28" WIDE CLEAR SPACE FORM A FIXTURE OR A MINIMUM 32" WIDE CLEAR SPACE SEAT. GRAB BARS SHALL COMPLY WITH DIAMETER, LOADING, AND FACILITY THAT CAN BE NEGOTIATED BY A PERSON WITH A SEVERE DISABILITY USING C.B.C. SEC. 1007.4.4A & FIG. 11 B-39. FORM A WALL AT ONE SIDE OF THE WATER CLOSET. THE OTHER SIDE OF THE PROJECTION REQUIREMENTS OF C.B.C. SECTION 1115B.8. GRAB BARS SHALL BE A WHEELCHAIR, AND THAT IS ALSO SAFE FOR AND USABLE BY PERSONS WITH OTHER WATER CLOSET SHALL PROVIDE 18" FORM THE CENTER LINE OF THE WATER CLOSET NOT LESS THAT 24" BY 36' IN LENGTH, WITH THE 36" SIDE ON THE WALL DISABILITIES, AND THAT ALSO IS CONSISTENT WITH THE DEFINITION OF PATH OF 5. AT BOTTOM AND INTERMEDIATE LANDINGS, THE WIDTH SHALL BE AT LEAST THE SAME AS TO THE WALL. GRAB BARS SHALL NOT PROJECT MORE THAN 3" INTO THESE CLEAR HAVING THE SHOWER HEAD AND CONTROLS. TRAVEL' IN C.B.C. SECTION 217.4 AND 1102B. REQUIRED FOR THE RAMP. C.B.C. SEC. 1007.4.5A & FIG. 118-38. SPACE. G.B.C. SEC. 11158.7.1.2 & FIG. 118-18. iii) GRAB BARS MOUNTED 33" TO 36" ABOVE THE SHOWER FLOOR. I. AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE 6. INTERMEDIATE AND BOTTOM LANDINGS AT A CHANGE OF DIRECTION IN EXCESS OF 30 C) A MINIMUM 48" LONG CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER PROVIDED FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING, ACCESSIBLE. DEGREES SHALL HAVE A DIMENSION IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN CLOSET IF THE COMPARTMENT HAS AN END OPENING DOOR AND A MINIMUM 60" iv) SOAP DISH LOCATED ON THE CONTROL WALL AT A MAXIMUM HEIGHT OF 40" PASSENGER LOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE 72" TO ACCOMMODATE THE HANDRAIL EXTENSION. C.B.C. SEC. 1007.4.6A, FIG. 118-38 (8) LONG CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET IF THE ABOVE THE FLOOR. BUILDING ENTRANCE THEY SERVE, WHEN MORE THAN ONE ROUTE IS PROVIDED, ALL & 11 B-39 (A). COMPARTMENT HAS A DOOR LOCATED AT THE SIDE. GRAB BARS SHALL NOT PROJECT ROUTES SHALL BE ACCESSIBLE. C.B.C. SEC. 11148.1.2. MORE THAN 3" INTO THESE CLEAR SPACES. C.B.C. SEC. 1115B.7.1.2, FIG. 1118-1A E) SHOWERS SHALL BE FINISHED WITH A SMOOTH, HARD, NONABSORBENT SURFACE SUCH 7. OTHER INTERMEDIATE LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF RAMP & 18. AS PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER APPROVED MATERIAL TO 2. WHEN MORE THAN ONE BUILDING OR FACILITY IS LOCATED ON A SITE, ACCESSIBLE RUN OF NOT LESS THAN 60". C.B.C. SEC. 1007.4.7A & FIG. 11 B-38 (A). HEIGHT OF NOT LESS THAN 70" ABOVE THE DRAIN INLET, MATERIALS OTHER THAN ROUTES OF TRAVEL SHALL BE PROVIDED BETWEEN BUILDINGS AND ACCESSIBLE SITE D) WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT HAS AN STRUCTURAL ELEMENTS USED IN SUCH WALLS SHALL BE OF A TYPE WHICH IS NOT FACILITIES. C.B.C. SEC. 11148.1.2 & 11278.1. 8. RAMP LANDINGS ARE NOT CONSIDERED IN DETERMINING THE MAXIMUM HORIZONTAL AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR, UNOBSTRUCTED OPENING ADVERSELY AFFECTED BY MOISTURE. C.B.C. SEC. 11158.9.6. DISTANCE OF EACH RAMP. C.B.C. SEC. 1007.4.1A. WIDTH OF 32" WHEN LOCATED AT THE END AND 34" WHEN LOCATED AT THE SIDE 3. THE ACCESSIBLE ROUTE OF TRAVEL SHALL "BE THE MOST PRACTICAL DIRECT ROUTE WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED F) A FLEXIBLE HAND-HELD SHOWER UNIT WITH A HOSE AT LEAST 60" LONG SHALL BE BETWEEN ACCESSIBLE BUILDING ENTRANCES, ACCESSIBLE SITE FACILITIES, AND 9. HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP, SHALL BE CONTINUOUS POSITION. C.B.C. SEC. 11158.7.1.3. FIG. 118-1A & 1B. PROVIDED WITH A HEAD MOUNTING HEIGHT OF 48" + 1" MAXIMUM ABOVE THE THE ACCESSIBLE ENTRANCE TO THE SITE TO THE MAXIMUM EXTENT FEASIBLE, THE FULL LENGTH OF THE RAMP, SHALL BE 34" TO 38" ABOVE THE RAMP, SHALL SHOWER FLOOR. C.B.C. SEC 1505(8) & FIG. 11B-2A. COINCIDING WITH THE ROUTE FOR THE GENERAL PUBLIC." C.B.C. SEC. 11148.1.2 & 11278.1. EXTEND A MINIMUM OF 1' BEYOND TOP AND BOTTOM OF THE RAMP, AND THE ENDS E) WHE14 STANDARD COMPARTMENT DOORS ARE USED, WITH A MINIMUM 9" CLEARANCE SHALL BE RETURNED. C.B.C. SEC. 1007.5A, FIG. 11 B--27 (8) & (C). FOR FOOTRESTS UNDERNEATH AND A SELF -CLOSING DEVICE, CLEARANCE AT THE G) WATER CONTROLS FOR SHOWERS OF A SINGLE LEVER DESIGN SHALL BE LOCATED ON 4. PROVIDE SIGNS DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT EVERY STRIKE EDGE AS SPECIFIED IN SECTION 1004.9.2.2 IS NOT REQUIRED. THE SIDE WALL OPPOSITE THE SEAT, 40 + 1" ABOVE THE SHOWER FLOOR, AND PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN 10. ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAILS SHALL BE FREE OF SHARP SEC. 11158.7.1.3. SHALL BE OPERABLE WITH A MAXIMUM FORCE OF 5 LBS. C.B.C. SEC. 1505(A) & ACCESSIBLE ROUTE OF TRAVEL. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". FIG. 118 -2A. BUILDING ENTRANCES AND SHALL COMPLY WITH C.B.C. SECTION 11178.5. SEC. 11278.3. C.B.C. SEC. 1007.5A & FIG. 11 B-36 (C). F) THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U-SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL H) WHERE, WITHIN THE SAME FUNCTIONAL AREA, TWO OR MORE SHOWERS ARE PROVIDED WALKS & SIDEWALKS 11. WHERE THE RAMP SURFACE IS NOT BOUNDED BY A WALL OR FENCE AND THE RAMP EXCEEDS BE FLIP -OVER STYLE, SLIDING, OR OTHER HARDWARE NOT REQUIRING THE USER TO FOR THE PHYSICALLY HANDICAPPED, THERE SHALL BE AT LEAST ONE SHOWER 10' IN LENGTH, THE RAMP SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS: OR TWIST. C.B.C. SEC. 1115B.7.1.3. CONSTRUCTED OPPOSITE HAND FROM THE OTHER OR OTHERS (I.E., ONE LEFT HAND 1. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED C.B.C. SEC. 1007.10, FIG. 118-27 (8) & (C), CONTROL VS. RIGHT HAND CONTROLS). C.B.C. SEC. 1505(D). BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2", AND SHALL BE A MINIMUM G) EXCEPT FOR DOOR OPENING WIDTHS AND DOOR SWINGS, A CLEAR, UNOBSTRUCTED OF 48" IN WIDTH. C.B.C. SEC. 1023.1. 1) WHERE ACCESSIBLE SHOWER FACILITIES ARE PROVIDED IN AREAS SUBJECT TO a) A GUIDE CURB A MINIMUM OF 2" IN HEIGHT SHALL BE PROVIDED AT EACH SIDE OF ACCESS NOT LESS THAN 44" SHALL BE PROVIDED TO WATER CLOSET COMPARTMENTS EXCESSIVE VANDALISM, IN LIEU OF PROVIDING THE FIXED FLEXIBLE HOSE AND 2. WHEN ABRUPT CHANGES IN LEVEL NOT EXCEEDING 1/2- OCCUR, THEY SHALL BE BEVELED THE RAMP. DESIGNED FOR USE BY PERSONS WITH DISABILITIES AND THE SPACE IMMEDIATELY HAND-HELD SHOWER HEAD, TWO WALL MOUNTED SHOWER HEADS SHALL BE WITH A SLOPE NO GRATER THAN 1:2, EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4" IN FRONT OF A WATER CLOSET COMPARTMENT SHALL BE NOT LESS THAN 48` AS INSTALLED EACH SHOWER HEAD SHALL BE CONTROLLED SO THAT IT CAN BE MAY BE VERTICAL. C.B.C. SEC. 1023.4 & FIG. 119-5E(C) & (0). b) A WHEEL GUIDE RAIL SHALL BE PROVIDED, CENTERED 3" + 1" ABOVE THE SURFACE MEASURED AT A RIGHT ANGLE TO COMPARTMENT DOOR IN ITS CLOSED POSITION. OPERATED INDEPENDENTLY OF THE OTHER AND SHALL BE CONTROLLED SO THAT IT OF THE RAMP. C.B.C. SEC. 1115B.7.1.3 & FIG. 11B-18. CAN BE OPERATED INDEPENDENTLY OF THE OTHER AND SHALL HAVE SWIVEL ANGLE 3. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE EXCEEDING 1/2" SHALL COMPLY 4, SANITARY FACILITY FIXTURES &ACCESSORIES ADJUSTMENTS, BOTH VERTICALLY AND HORIZONTALLY. ONE SHOWER HEAT} SHALL BE WITH THE REQUIREMENTS FOR CURB RAMPS. C.B.C. SECTION 1023.4. CURB RAMPS LOCATED AT A HEIGHT OF 40 + 1 ABOVE THE FLOOR. C.B.C. SEC 1505(C). 4. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 1. CURB RAMPS SHALL BE A MINIMUM OF 4' IN WIDTH AND SHALL UE GENERALLY IN A A) THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17" AND J ENCLOSURES, WHEN PROVIDED FOR SHOWER STALLS. SHALL NOT OBSTRUCT TRANSFER 20 HORIZONTAL IT SHALL COMPLY WITH THE PROVISIONS OF C.B.C. SECTION 1007 AS A SINGLE SLOPED PLANE, WITH A MINIMUM OF SURFACE WARPING AND CROSS SLOPE. A MAXIMUM OF 19" MEASURED TO THE TOP OF A MAXIMUM 2" HIGH TOILET SEAT, ) PEDESTRIAN RAMP, C.B.C. SEC. 1023.3, C.B.C. SEC. 11278.5.2. EXCEPT THAT 3" SEATS SHALL BE PERMITTED ONLY !N ALTERATIONS WHERE THE FROM WHEELCHAIRS ONTO SHOWER SEATS. C.B.C. SEC. 1115B.6.2.5. EXISTING FIXTURE IS LESS THAN 15" HIGH. SEC. 1502 OF PLUMBING CODE. K) GLAZING USED IN DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES 5. WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4" PER FOOT. 2. THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 VERTICAL TO 12 HORIZONTAL. SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS, OR APPROVED PLASTIC. C.B.C. SEC. 1023.1.3. C.B.C. SEC. 1127B.5.3. B) A CLEAR FLOOR SPACE 30" BY 48" SHALL BE PROVIDED IN FRONT OF A LAVATORY WHEN GLASS IS USED, IT SHALL HAVE A MINIMUM THICKNESS OF NOT LESS THAN TO ALLOW A FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR 1/8" WHEN FULLY TEMPERED, OR 1/4; WHEN LAMINATED, AND SHALL PASS THE 6. WALKS SHALL. BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" BY 60" AT A 3. MAXIMUM SLOPES OF ADJOINING GUTTERS' ROAD SURFACE IMMEDIATELY ADJACENT TO OVERLAP AN ACCESSIBLE ROUTE SAND SHALL EXTEND INTO KNEE AND TOE SPACE TEST REQUIREMENTS OF U.B.C. STANDARD NO. ' 24-2. C.B.C. SEC, 1115B.9.8. DOOR OR GATE THAT SWINGS TOWARD IHE WALK, AND NOT LESS THAN 48" WIDE BY 44" THE CURB RAMP, OR ACCESSIBLE ROUTE,SHALL NOT EXCEED 1:20 WITHIN 4' OF THE UNDERNEATH THE LAVATORY. C.B.C. SEC. 11158.9.1.1. DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. C.B.C. SEC 1023.1.3. TOP AND BOTTOM OF THE CURB RAMP. C.B.C. SEC. 1127B.5.3. C) LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER L) PLASTICS USED IN DOORS AND PANELS OF SHOWERS AND BATHTUB ENCLOSURES 7. WALKS SHALL EXTEND A MINIMUM OF 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR 4. A LEVEL LANDING 4' DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB THAN 34 ABOVE THE FINISHED FLOOR AND WITH A CLEARANCE OF AT LEAST 29 SHALL BE OF A SHATTER -RESISTANT TYPE. C.B.C. SEC. 11158.9.9.BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE OR GATE THAT SWINGS TOWARD THE WALK. C.B.C. SEC. 1023.5. RAMP OVER ITS FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, THE FRONT LIP EXTENDING FROM THE FLOOR TO THE A MINIMUM OF 30" !! WIDTH AND 8" MINIMUM DEPTH M) AT LEAST ONE AND NOT LESS THAN 1% OF ALL LOCKERS SHALL BE MADE THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP SHALL NOT EXCEED ACCESSIBLE TO PERSONS WITH DISABILITIES, INCLUDING CLEAR SPACE, REACH 8. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVELS AREAS AT LEAST 5' IN 1 VERTICAL TO 12 HORIZONTAL, C.B.C. SEC. 1127B.5.4. AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A RANGE REQUIREMENTS, AND A PATH OF TRAVEL NOT LESS THAN 36" IN CLEAR LENGTH AT INTERVALS OF AT LEAST EVERY 400'. C.B.C. SEC. 1023.6. MINIMUM OF 9" HIGH FROM THE FLOOR AND A MINIMUM OF 17" DEEP FROM THE WIDTH TO THESE LOCKERS. C.B.C. SEC. 1115B.6.4. FRONT OF THE LAVATORY. C.B.C. SEC. 1504(A)/ 9. WALK AND SIDEWALK SURFACES SHALL BE SLIP RESISTANT AS FOLLOWS: 5. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL nE FLUSH AND FREE OF ABRUPT CHANGES, EXCEPT THAT THE LOWER END OF EACH CURB RAMP SHALL HAVE A D) ALL PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. ENTRANCES, EXITS, DOORS &AREAS FOR EVACUATION ASSISTANCE SURFACE WITH A SLOP OF LESS THAN 6% GRADIENT SHALL BE AT LEAST AS 1/2" LIP BEVELED AT 45 DEGREES. C.B.C. SEC. 11278.5.3 & 11278.5.5. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. SLOPE RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. C.B.G. SEC. 1504(A). 1. ENTRANCES, EXITS & DOORS C.B.C. SEC. 1023.1.1. 6. ALL CURB RAMPS SHALL HAVE A GROOVE BORDER 12 INCHES WIDE AT THE LEVEL OF THE SURFACE OF THE SIDEWALK ALONG THE TOP AND EACH SIDE. C.B.C. SEC. 1127B.5.7. E) WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR FLOOR SPACE A) LATCHING AND LOCKING DOORS THAT ARE HAND-ACTNATED AND WHICH ARE IN A SURFACES WITH A SLOP OF 6% GRADIENT SHALL BE SUP RESISTANT. 30" BY 48" IN FRONT OF THE URINAL TO ALLOW FORWARD APPROACH. PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE C.B.C. SEC 1023.1.2. 7. A CURB RAMP SHALL HAVE A DETECTABLE WARNING THAT EXTENDS THE FULL WIDTH G.B.C. SEC. 1115B.9.4. HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE AND DEPTH OF THE CURB RAMP INSIDE THE GROOVED BORDER WHEN THE RAMP SLOPE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP 10. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER IS LESS THAN 1 VERTICAL TO 15 HORIZONTAL. DETECTABLE WARNINGS SHALL CONSIST F) CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE WIDE THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL OX AT THE BASE SIDE OF TOILET AREAS, C.B.C. SEC. 1502. EGRESS DIGRESSION. C.B.C. SEC. 11338.2.5.1 OPENINGS IN GRATINGS SHALL BE NO GREATER THAN 1/2" WIDE IN ONE DIRECTION. TAPERING TO 0.45" AT THE TOP A HEIGHT OF NOMINAL 0.2" AND A IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG CENTER TO CENTER SPACING OF NOMINAL 2.35', IN COMPLIANCE WITH C.B.C. FIGURE 118-239, G) WATER CLOSET ANT? URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING B) HAND --ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. " MECHANISM CONTROLS, SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE AND 44" ABOVE THE FLOOR, C.B.C. SEC. 1133B.2.5.1 "NOMINAL", AS USED HERE SHALL BE IN ACCORDANCE WITH SECTION i2-31-102, C.B.C. SEC. 1023.2 &FIG. 118-7B (A). STATE REFERENCED STANDARDS CODE. THE DETECTABLE WARNING SHALL CONTRAST TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. C.B.C. SEC. 1502, 1503(8), & 1504(C). C) THERE SHALL BE A LEVEL AND CLEAR FLOOR OF LANDING ON EACH SIDE OF A VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT. ENTRANCES & EXITS THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR WALKING SURFACE. THE DOMES MAY BE CONSTRUCTED IN A VARIETY OF METHODS, H) THE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR 1. ALL ENTRANCES AND ALL ECONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO SWING OF 48" AS MEASURED AT RIGHT ANGLE TO THE PLANE OF THE DOOR INXTERIOR GROUND LEVEL EXITS SHALL BE ACCESSIBLE IN INCLUDING CAST -IN -PLACE OR STAMPED, OR MAY BE PART OF A PREFABRICATED SURFACE ITS CLOSED POSITION. THE SLOPE OF THESE AREAS SHALL NOT EXCEED 2%. GREATER THAN 5 LBF. C.B.C. SEC. 1502, 1503(B), & 1504(C). COMPLIANCE WITH C.B.C. SECTION 1001.9.1. TREATMENT. C.B.G, SEC. 11278.5.8. C.B.C. SEC. 1133B.2.4.2 & FIG. 11B--26A & B. 2. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE SHALL BE IDENTIFIED WITH AT SANITARY FACILITIES 1) SELF -CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS THE WIDTH OF THE D) LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, OPEN FOR AT LEAST 10 SECONDS. C.B.C. SEC. 1504(C), EXTEND A MINIMUM 24 PAST THE STRIKE EDGE THE DOOR FSW EXTERIOR TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. C.B.G. SEC. 1117.5.7• 1. GENERAL J) WHERE TOWELS, SANITARY NAPKINS, WASTE RECEPTACLES, AND OTHER SIMILAR DOORS AND A MINIMUM OF 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS. DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH ADDITIONAL 12" IS REQUIRED AT THE PUSH SIDE, IF DOOR IS EQUIPPED WITH PARKING A) DOORWAYS LEADING TO MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, BOTH LATCH AND CLOSER. SEC. 1133B.2.4.3 & FIG. 118-26A . 1. ACCESSIBLE PARKING SPACES SERVING A PARTICULAR BUILDING SHALL BE LOCATED AN EQUILATERAL TRIANGLE 1/4- THICK WITH EDGES 12" LONG AND A VERTEX WITHIN 40" FROM THE FINISHED FLOOR, C.B.C. SEC1 f i56.9,2. ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO A PRIMARY POINTING UPWARD. WOMEN'S ,SANITARY FACILITIES SHALL BE IDENTIFIED BY ... . E) THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE ENTRANCE. C.B.C. SEC. 1129B.1. A CIRCLE 1/4" THICK AND 12 IN DIAMETER. C.B.C. SEC. 1115B.5. K) TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL WITHIN 12" OF THRESHOLD OF THE DOORWAY. SEC, 1133B.2.4.1 & FIG. 11 B-32. 2. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO B) UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4' THICK, THE FRONT EDGE OF THE TOILET SEAT AND NO LOWER THAN 19" FROM THE FLOOR. PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS. 12" DIAMETER, WITH A 1/4' THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER F) THE BOTTOM 10* OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE C.B.C. SEC. 1129B.4.3. AND WITHIN THE 12" DIAMETER. C.B.C. SEC, 1115B.5. FLOW SHALL NOT BE USED. C.B.C. SEC. 11158.9.3 & FIG. 11 B-1A. A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY L) TOILET ROOM FLOORS SHALL HAVE A SMOOTH, , A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 3. PEDESTRIAN WAYS WHICH ARE ACCESSIBLE TO PEOPLE WITH DISABILITIES SHALL C) GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY FACILITY DOORS HARD NONABSORBENT SURFACE SUCH C.B.C. SEC. 11338.2.6 & FIG. 118-29. BE PROVIDED FROM EACH SUCH PARKING SPACE TO RELATED FACILITIES, INCLUDING SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60AND THEIR COLOR AND AS PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER APPROVED MATERIAL CURBS CUTS OIL RAMPS AS NEEDED. C.B.C. SEC. 11298.4.3. CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST WHICH EXTENDS UPWARD ONTO THE WALLS MINIMUM 5". WALLS WITHIN WATER G) RECESSED DOORMATS SHALL BE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE OF THE DOOR. C.B.C. SEC. 11158.5. CLOSET COMPARTMENTS AND WALLS WITHIN 24" OF THE FRONT AND SIDES OF WITH WHEELCHAIR TRAFFIC. SEC. 11338.1.1.1.3 & FIG. 11B-25. 4. RAMPS SHALL NOT ENCROACH INTO ANY PARKING SPACE, WITH THE EXCEPTION OF A TRANSITION URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OF 48" AND, EXCEPT FOR RAMP FROM A LOADING / UNLOADING AREA TO AN ADJACENT SIDEWALK. THE TRANSITION RAMP D) ADDITIONAL SIGNAG£ REQUIREMENTS: RAISED LETTERS SHALL BE PROVIDED AND STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE A TYPE H) MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR SHALL BE A MINIMUM OF 48" IN WIDTH, A MAXIMUM OF 60" IN LENGTH, WITH A MAXIMUM SLOPE SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 1117B.5.6. WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE. C.B.C. SEC. 11156.9.4. EXTERIOR AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED OF 1:12. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL BE THE MINIMUM POSSIBLE THEY SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING AND SHALL NOT EXCEED 1 UNIT VERTICAL TO 50 UNITS HORIZONTAL (2% SLOPE) IN ANY DOOR. WHERE THERE IS NO WALL. SPACE ON THE LATCH SIDE, INCLUDING AT 5. GRAB BARS OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS DIRECTION, C.B.C. SEC. 1129B.4 ITEM 3 & 4 & FIG. 118-18A THROUGH C. DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS PREFERABLE ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60 INCHES ABOVE THE A) GRAB BARS SHALL BE SECURELY ATTACHED 33" ABOVE AND PARALLEL TO THE ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY 5. ACCESSIBLE PARKING SPACES SHALL BE SO LOCATED THAT PERSONS WITH DISABILITIES FINISH FLOOR TO THE CENTER LIME OF THE SIGN. MOUNTING LOCATION SHALL BE FLOOR, EXCEPT THAT WHERE A TANK -TYPE TOILET IS USED WHICH OBSTRUCTS BE INCREASED TO MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN. DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES OF SIGNAGE PLACEMENT AT 33", THE GRAB BAR MAY BE AS HIGH AS 36". C.B.C, SEC, 11159.8.1 AUTHORITY, NOT TO EXCEED 15 POUNDS, SEC. 1133B.2.5 C.B.C. SEC. 1129B.4.3. WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING & FIG. 118-1A THROUGH 11B-1C. 6. SIGNS TO IDENTIFY ACCESSIBLE PARKING SPACES MAY BE CENTERED ON A WALL AT THE OF A DOOR. C.B.C. SEC. 1117&5.9. B) THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE STAIRWAYS 1 INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36" FROM THE PARKING 2. SINGLE ACCOMMODATION SANITARY FACILITIES 1-1/4 TO 1-1/2 OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING 1. WHERE THE EXTENSION OF THE HANDRAIL IN THE DIRECTION OF THE STAIR RUN WOULD SPACE FINISHED GRADE, GROUND OR SIDEWALK. C.B.C. SEC. 11298.5. SURFACE, IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE CREATE A HAZARD THE TERMINATION OF THE EXTENSION SHALL BE MADE EITHER NOTE: SINGLE ACCOMMODATION SANITARY FACILITY IS DEFINED AS " A ROOM THAT HAS BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1-1/2". C.B.C. SEC. 1115B.8.2 ROUNDED OR RETURNED SMOOTHLY TO THE FLOOR, WALL, OR POST. WHERE THE STAIRS 7. AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE, AT EACH NOT MORE THAT ONE OF EACH TYPE OF SANITARY FIXTURE, IS INTENDED FOR USE BY & FIG. 118-1C. ARE CONTINUOUS FROM LANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS ENTRANCE TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE ONLY ONE PERSON AT A TIME, HAS NO PARTITION AROUND THE TOILET, AND HAS A DOOR AND NEED NOT EXTEND OUT INTO THE LANDING. C.B.C. SEC. 1006.9.2.4A & FIG, 11B-37. C) THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS, FROM EACH STALL OR SPACE. THE SIGN SHALL BE NOT BE LESS THAN 17" X 22" IN THAT CAN BE LOCKED ON THE INSIDE 3Y THE ROOM OCCUPANT.,. C.B.C. SEC. 220.12. SIZE WITH LETTERING NOT LL.:S THAN 1" IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY AND MOUNTING DEVICES SHALL MEETTHE SPECIFICATIONS OF G.B.G. SEC, 11158.8.3. 2. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A `:'PACE OF 1-1/2" BETWEEN THE STATES THE FOLLOWING: A) THERE SHALL BE IN THE ROOM A CLEAR FLOOR SPACE OF AT LEAST 60" IN WALL AND HANDRAIL. C.B.C. SEC, 1006.9.2.5A & FIG. 11B-36. "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DIAMETER, OR A T-SHAPED SPACE COMPLYING WITH FIGURES 1I8-12(A) D) THE GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR AND (8). NO DOOR SHALL ENCROACH INTO THIS SPACE. C.B.C. SEC. 11158.7.2 OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS 3. THE UPPER APPROACH AND THE LOWER TREAD OF EACH INTERIOR STAIR SHALL BE MARKED PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. & FIG. 118-1A. OF 1/8", C.B.C. SEC. 1115&8.4. 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 TOWED VEHICLES MAY BE RECLAIMED BY TELEPHONING THE SANTA ANA POLICE B) THE WATER CLOSET SHALL BE LOCATED IN A SPACE WHICH PROVIDES A MINIMUM 6. BATHING FACILITIES & LOCKERS LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIP SHALL BE OF A MATERIAL DEPARTMENT AT (714)245-8665. CVC 22658a." " THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. 28 WIDE CLEAR SPACE FORM A FIXTURE OR A MINIMUM 32 WIDE CLEAR SPADE NOTE: BLANK SPACES ARE TO BE FILLED !N WITH APPROPRIATE INFORMATION AS A FROM A WALL AT ONE SIDE. THE OTHER SIDE SHALL PROVIDE 18" FROM THE A) COMPARTMENT SHOWERS SHALL BE 42" IN WIDTH BETWEEN WALL SURFACES AND A PAINTED STRIP SHALL BE ACCEPTABLE. C.B.C. SEC. 1006.16.1 & FIG. 118-35. PERMANENT PART OF THE SIGN. CENTER LINE OF THE WATER CLOSET TO THE WALL. A MINIMUM 48" CLEAR SPACE 48" IN DEPTH WITH AN ENTRANCE OPENING WIDTH OF 36" MINIMUM. SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. C.B.C. SEC. 1115B.7.2 & C.B.C. SEC. 1115B.6.2.1. 4. WHERE STAIRWAYS OCCUR OUTSIDE A BUILDING, THE UPPER APPROACH AND ALL TREADS FIG, 11B-1A. SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2" AND NO PED ST PS B) THRESHOLDS OR RECESSED DROPS AT COMPARTMENT SHOWERS SHALL BE A MAXIMUM MORE THAN 4" WIDE AND PLACED PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE 3. MULTIPLE ACCOMMODATION SANITARY FACILITIES OF 1/2" IN HEIGHT AND SHALL BE BEVELED OR SLOPED AT AN ANGLE NOT OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIP SHALL BE NOTE: ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS GREATER EXCEEDING 45 DEGREES FROM THE HORIZONTAL. C.B.C. SEC. 11158.6.2.2. OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE THAN 1' RISE IN 20' OF HORIZONTAI RUN. C.B.C. SEC. 1007.1A. " STAIR. A PAINTED STRIP SHALL BE ACCEPTABLE. C.B.C. SEC. 1006.16.1 & FIG. 11 B-35. NOTE; MULTIPLE ACCOMMODATION S�r:ITARY FACILITY IS DEFINED AS A ROOM THAT C} COMPARTMENT SHOWER FLOORS SHALL SLOPE TOWARD THE REAR TO A DRAIN HAS MORE THAN ONE SANITARY FIXTURE IS INTENDED FOR THE USE OF MORE THAN ONE LOCATED WITHIN 6 OF THE REAR WALL, WITH A MAXIMUM FLOOR SLOPE OF 1 , 1. THE MAXIMUM SLOPE OF A RAMP THAT SERVES ANY EXIT WAY, PROVIDES ACCESS FOR ' /2" 5. ALL TREAD SURFACES SHALL BE SUP RESISTANT. TREADS SHALL HAVE SMOOTH PERSONS WITH DISABILITIES, OR IS IN THE PATH OF TRAVEL SHALL BE 1' RISE IN PERSON AT A TIME, AND WHICH USUALLY IS PROVIDED WITH PRIVACY COMPARTMENTS OR PER FOOT IN ANY DIRECTION. THE FLOOR SURFACES SHALL BE OF CARBORUNDUM ROUNDED, OR CHAMFERED, EXPOSED EDGES, AND NO ABRUPT EDGES AT THE NOSING 12' OF HORIZONTAL RUN. C.B.C. SEC. 1007.3A. SCREENS SHIELDING SOME FIXTURES FROM VIEW." C.B.C. SEC. 214.13. OR GRIT --FACED TILE OR OF MATERIAL PROVIDING EQUIVALENT SLIP RESISTANCE. (FRONT EDGE). C.B.C. SEC. 1006.16.2.1. A) A CLEAR SPACE MEASURED FORM THE FLOOR TO A HEIGHT OF 27" ABOVE THE C.B.C. SEC, 11158.6.2.3. 2. THE CROSS SLOPE OF RAMP SURFACES SHALL B£ NO GREATER THAN 1:50. 6. THE NOSING SHALL NOT PROJECT MORE THAN 1-1/2" PAST THE FACE OF THE RISER FLOOR, WITHIN THE SANITARY FACILITY ROOM, OF SUFFICIENT SIZE TO INSCRIBE A C.B.C. SEC. 1407.3.1A. CIRCLE WITH A DIAMETER NOT LESS THAN 60", OR CLEAR SPACE 56" BY 63" IN Q) THE FOLLOWING COMPARTMENT SHOWER ACCESSORIES SHALL BE PROVIDED; BELOW. C.B.C. SEC. 1006.16.2.2 & .FIG. 118-35. SIZE, SHALL BE PROVIDED FOR WHEELCHAIR MANEUVERING. DOORS OTHER THAN C.B.C. SEC. 11158.6.2.4 AND FIG. 11 B-2A. 3. DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP THE DOOR TO THE ACCESSIBLE TOILET COMPARTMENT IN ANY POSITION MAY �� " LANDING TO LESS THAN 42 AND SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN i} A FOLDING SEAT 18 IN WIDTH AND A MINIMUM OF 36 IN LENGTH LOCATED 3" WHEN FULLY OPEN. C.B.C. SEC. 1007.4.3A & FIG. 118-39. ENCROACH INTO THIS SPACE BY NOT MORE THAN 12 . C.S.C. SEC. 11158.7.1.1 & ON THE WALL OPPOSITE CONTROLS AND MOUNTED 18" ABOVE THE BATHROOM FIG. 118�-18. FLOOR. f 110 L4 HILIE" 19L PLANIRAtti & Dxsm EUMUNt,1 2901, a C COOTA 30MA, CAIMPMU »� a • ,r, w a '% t4 # fit`,•' THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF BOLE' INTERNATIONAL AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF BOLE' INTERNATIONAL. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOLE' INTERNATIONAL. REVISIONS: L-1 CD's Stated 10/19,U4 f t 1 RevisiompcsplaitcheckcmIVI8A PARTICIPANTS DRAWN BY. F.J. CHECKED BY. DESIGNED BY: J.A. DEMOLITION PLAN GENERAL NOTES: 1. PATCH, REPAIR & REFINISH WALL SURFACES TO REMAIN AS REQ'D. 2. REMOVE PARTITION, MILLWORK AND PLUMBING AS INDICATED GENERAL CONTRACTOR TO VERIFY PARTITION TYPES TO BE DEMOLISHED (SLAB TO SLAB, FLOOR TO CEILING, ETC.) SEE DEMOLITION AND/ OR PARTITION PLAN FOR MORE INFORMATION. 3. REFER TO CONSTRUCTION PLAN FOR EXTENT OF DEMOLITION, 4. GENERAL CONTRACTOR TO VERIFY IF ANY DEMOLISHED WALL OR COLUMN FURRINGS CONTAIN MECHANICAL OR PLUMBING & ADVISE BOLE INTL. 5. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR REUSE U.O.N. 6. ALL ADJACENT SURFACES DAMAGED DURING DEMOLITION TO BE PATCHED AND REPAIRED AND PREPARED FOR NEW FINISHES. REMOVE AND REPLACE DAMAGED CEILING TILES AND GRID TO MATCH EXISTING U.O.N. 7. REMOVE ALL TELEPHONE, ELECTRICAL AND DATA OUTLETS, FIXTURES, PANELS, ETC. FROM ALL DEMOLISHED PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING. ETC. ALL THE WAY BACK TO THE ORIGINAL SOURCE AT MAIN FLOOR TELEPHONE OR ELECTRICAL ROOMS. 8. REMOVE ALL FLOOR & WALL FINISHES INCLUDING CERAMIC TILE W/ SETTING BED, CLEAN & PREP FLOORS FOR NEW FINISHES. EXCEPT FOR EXISTING RESTROOMS, U.O.N. 9. REMOVE SURFACE MOUNTED ACCESSORIES / DISPENSERS, PATCH AND PREPARE WALLS FOR NEW FINISH. 10. REMOVE ALL THERMOSTATS FOR REUSE AND RELOCATION. 11. REMOVE ALL NAMEPLATES / TAGS ON SIDELIGHTS, DOORS AND WALLS. PATCH AND PREPARE AS REQUIRED FOR NEW FINISH. 12. ALL EXISTING EXIT LIGHTS TO BE REUSED AND RELOCATED AS REQUIRED FOR CODE COMPLIANCE. 13. ALL EXISTING LIGHT SENSORS TO BE REUSED AND RELOCATED AS REQUIRED FOR NEW LAYOUT. PARTITION PLAN NOTES 1. THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" A201, 1991 EDITION OF THE AMERICAN INSTITUTION OF ARCHITECTS AS MODIFIED AND AS MADE A PART OF THE GENERAL CONTRACTOR CONTRACT WITH OWNER. 2. "PLANNER" AS USED IN THESE DOCUMENTS REFER TO: BOLE' INTERNATIONAL 2915 REDHILL AVENUE BUILDING R201, SUITE C COSTA MESA, CALIFORNIA 92628 PHONE: 714.438.3834 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES HAVING JURISDICTION. 4. CONTRACTOR FOR THE PROJECT SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS. 5. CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION ITEMS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION. 6. INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 7. CONTRACTOR SHALL SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR ORDERS OF MATERIAL AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 8. THE CONTRACTOR SHALL SUBMIT ONE BLUEPRINT SET & ONE SEPIA SET OF SHOP DRAWINGS INCLUDING DETAILED FABRICATION AND ERECTION DRAWINGS. SETTING DRAWINGS, DIAGRAMMATIC DRAWINGS AND MATERIAL SCHEDULES, LOCATION AND ORIENTATION OF ALL ITEMS SHALL BE CLEARLY INDICATED. COMMEN^E FABRICATION OF SHOP ITEMS ONLY AFTER RECEIVING ARCHITECT'S APPROVAL. 9. ALL REQUESTS FOR SUBSTITUTION OF ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING AND WILL BE CONSIDERED ONLY IF, A MORE ADVANTAGEOUS DELIVERY DATE OR A LOWER PRICE WITH CREDIT TO THE TENANT WILL BE PROVIDED WITHOUT SACRIFICING QUALITY, APPEARANCE AND FUNCTION. UNDER NO CIRCUMSTANCES WILL ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. 10. ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR SHALL COORDINATE WITH "OTHER" CONTRACTOR PER REQUIREMENTS ESTABLISHED BY OWNER & TENANT. 11. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TG ACCURATELY LOCATE FINISH FACES IN THE SAME PLACE. 12. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. 13. DETAILS ATE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. 14. COLUMN CENTERLINES (GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. 15. ALL VERTICAL DIMENSIONS SHOWN ARE TO FLOOR SLAB, UNLESS OTHERWISE NOTED, 16, DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS, 17. CONTRACTORS SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF A JOB AFTER ITS COMPLETION CLEANING SHALL INCLUDE THE INTERIOR OF THE BUILDING AND THE PATH OF TRAVEL TO THE JOB SITE AND SHALL INCLUDE THE PARKING LOTS, ELEVATORS, LOBBIES, AND CORRIDOR CARPET. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO THE BUILDING AIR DISTRIBUTION SYSTEMS. 19. CONTRACTOR AND ARCHITECT TO REVIEW & APPROVE CHALK LINES OF PARTITION LAYOUT PRIOR TO COMMENCEMENT OF PARTITION CONSTRUCTION. 20. ALL DIMENSIONS ARE TO FINISH FACE OF WALL, U.N.O. 21• DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED 4" FROM ADJACENT PARTITIONS. 22. ALL INTERIOR PARTITIONS SHALL BE TAPED AND SANDED SMOOTH TO RECEIVE PAINT OR WALL COVERING. 23. USE WATER RESISTANT GYPSUM BOARD AT ALL AREAS SUBJECT TO MOISTURE OF WHERE TILE IS USED. 24, PREPARE ALL FLOOR AND WALLS AS REQUIRED TO RECEIVE NEW FINISHES. 25. CONTRACTOR TO FURNISH & INSTALL 16 GAUGE GALVANIZED METAL WALL BACKING AT ALL BUILT-IN MILLWORK LOCATIONS, HANGING WALL EQUIPMENT. ETC. VERIFY EXACT LOCATIONS WITH MILLWORK & ACCESSORY CONTRACTORS. 26. VERIFY ALL APPLIANCE & EQUIPMENT REQUIREMENTS WITH MANUFACTURERS. PROVIDE ALL NECESSARY WALL RACKING, BRACING, ELECTRICAL & PLUMBING SUPPLY, FITTINGS & CONNECTORS TO SUPPORT OR COMPLETE INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. 27. FIELD MEASURE AS REQUIRED FOR ALL GLAZING AND MILLWORK CONDITIONS PRIOR TO FABRICATION. 28. ALL PENETRATIONS AT RATED CONSTRUCTIONS SHALL BE PROTECTED TO MAINTAIN RATING. 29• CONTRACTOR SHALL USE 3 5/8" METAL STUDS MINIMUM AT ALL PLUMBING WALLS. CONTRACTOR TO VERIFY ACTUAL DEPTH REQUIRED, ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT. 30. ALL HOT WATER LINES SHALL BE PROPERLY INSULATED. SEE PLUMBING DRAWINGS. 31. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL CODES. 32. ALL MILLWORK SHALL CONFORM TO W.I.C. CUSTOM STANDARDS. 33. EXACT LOCATION OF FIRE EXTINGUISHER CABINETS TO BE CONFIRMED WITH ARCHITECT BEFORE INSTALLATION. PROVIDE ADDITIONAL FIRE EXTINGUISHERS 7 CABINET AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTORS. 34. CONTRACTOR TO VERIFY LOCATION OF ALL THERMOSTATS WITH ARCHITECT PRIOR TO INSTALLATION. 35. EXISTING FIRE HOSES TO REMAIN. ROWER & SIGNAL GENERAL NOTES 1. PROVIDE ONE HOUR FIRE PROTECTION AT ALL OUTLETS AND SWITCHES LOCATED IN ONE HOUR RATED PARTITIONS. 2. ALL TELEPHONE AND DATA CABLE TO BE TEFLON COATED PLENUM RATED CABLE, SUPPORTED INDEPENDENTLY FROM SUSPENDED CEILING SYSTEM. CABLING TO BE SUPPLIED BY TENANT, ALL PULLS AND TERMINATIONS BY GENERAL CONTRACTOR. 3. ALL SEPARATE CIRCUITS RECEPTACLES TO BE ORANGE COLOR WITH BUILDING STANDARDS COLOR COVER PLATE. 4. ALL NEW WALL MOUNTED OUTLETS TO BE CENTERED AT +18" A.F.F., U.N.O. 5. ALL OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSIONS ON THE POWER & SIGNAL PLAN. CMENSION ALL OUTLETS FROM THE CENTERLINE OF THE OUTLET BOX. NON -DIMENSIONED OUTLETS ARE TO BE LOCATED AT THE NEAREST WALL STUD. 6. WHEN OUTLETS ARE GROUPED TOGETHER (2 OR MORE), THEY ARE TO BE SPACED NO MORE THAN 2" APART. 7. COORDINATE TELEPHONE / DATA INSTALLATION WITH APPROPRIATE SUBCONTRACTOR 8. WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH CABINET WORK, LAMPS AND FIXTURES ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. 9. CUT OUT FOR SWITCHES, OUTLETS, ETC. AS REQUIRED BY THE CABINET CONTRACTOR ARE TO BE COORDINATES WITH THE ELECTRICAL CONTRACTOR, U.N.O. ALL RECEPTACLES WHERE MILLWORK OCCURS SHALL BE LOCATED PER ELEVATIONS OF THE MILLWORK ITEM IN QUESTION. 10. ALL WALL COVER PLATES SHALL BE WHITE, UNLESS BUILDING STANDARDS IS DIFFERENT, MATCH BUILDING STANDARDS. CUT OUTS FOR SWITCHES, OUTLETS, ETC. AS REQUIRED BY THE CABINET CONTRACTOR ARE TO BE COORDINATED WITH THE ELECTRICAL CONTRACTOR, U.N.O. ALL RECEPTACLE WHERE MILLWORK OCCURS SHALL BE LOCATED PER ELEVATIONS OF THE MILLWORK ITEM IN QUESTION. 11. LOCATIONS OF FURNITURE POWER FEEDS SHALL ACCOMMODATE CIRCUITS & WIRE PER ELECTRICAL DRAWINGS. TENANT SHALL BE RESPONSIBLE FOR PROVIDING FURNITURE POWER FEED, GENERAL CONTRACTOR SHALL INSTALL THE POWER FEED. 12. WHERE DEDICATED ELECTRICAL OUTLETS ARE NOTED WITHIN THE FURNITURE PANEL SYSTEM, THE PANEL SYSTEM SHALL ACCOMMODATE THIS REQUIREMENT. 13. ALL EXISTING ELECTRICAL DEVICES ARE TO REMAIN UNLESS OTHERWISE NOTED. 14. FIRE LIFE SAFETY: PROVIDE LAYOUT THAT ALIGNS WITH LIGHT FIXTURES. NOTE'. TWO OR MORE SWITCHES TO BE GANGED IN SINGLE FACEPLATE 6" WALL MAX. PHONE 6 SWITCH/ LIGHT SENSOR THERMOSTAT 6" MAX. �- 00 Rr Ey a� TYP. TELEPHONE JACK TYP. DUPLEX OUTLET REFLECTED CEILING GENERAL. NOTES 1. NO COMBUSTIBLE MATERIALS SHALL BE USED IN THE PLENUM SPACE, INCLUDING ALUMINUM FLEX, ALUMINUM CONDUIT, AND POT METAL CONNECTORS. 2. ALL JUNCTIONS BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR SERVICE SHALL BE LOCATED OVER ACOUSTICAL CEILING. NO ACCESS HATCHES SHALL BE INSTALLED IN THE GYPSUM BOARD CEILING WITHOUT PRIOR APPROVAL BY ARCHITECT. (NO EXCEPTION) 3. LOCATE RECESSED DOWN LIGHTS, WALL WASHERS, SMOKE DETECTORS, EXIT SIGNS, SPEAKERS, ETC. IN CENTER OF 24"X24" PORTION OF 24"X48" CEILING TILES, U.N.O. 4. ALL NEW FLUORESCENT LAMPS WILL BE BUILDING STANDARDS, SAME COLOR AND MANUFACTURER, 5. PROVIDE SWITCHES AND LIGHT SENSORS FOR OPEN AREAS AND PRIVATE OFFICES. ACTUAL, LOCATION OF ALL SWITCHES TO BE DETERMINED BY ELECTRICAL ENGINEER. 6. PLACEMENT OF LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS MAY CAUSE INTERFERENCE MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 7. FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES, SPRINKLERS, ETC., AND NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC, 8. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND ENGINEERING DRAWINGS AND OBTAIN CLARIFICATION BEFORE PROCEEDING WITH WORK IN QUESTION. 9. LOCATION OF CEILING DEVICES, SUCH AS AIR DIFFUSERS, GRILLES, LIGHT FIXTURES, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL REFLECTED CEILING PLAN WHERE DISCREPANCIES IN LOCATION OCCUR, THE ARCHITECTURAL PLAN SHALL GOVERN. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOR CLARIFICATION. 10. CONDUIT ABOVE CEILING MUST BE A MINIMUM OF 12" ABOVE THE CEILING GRID. 11. VERIFY ACTUAL CEILING GRID LOCATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 12. MOUNT LIGHT SENSORS WITHIN 12" OF EDGE OF DOOR SWING & MAINTAIN CONSISTENT DIMENSION THROUGHOUT. 13. SPRINKLER INSTALLATION METHOD SHALL REFLECT THE INSTALLATION OF SPRINKLER HEADS TO THE CENTER OF THE TILE PATTERN. 14. CEILING HEIGHT PER REFLECTED CEILING PLAN, U.N.O. ITEM CUT SHEET/ SPECIFICATION SAMPLE REQUEST DIVISION 8 LT. FIX. - PREFAB. X DOORS & STAIN FINISH X X DOOR FRAMES X X CLG. GRID CLG. TILE DIVISION 9 CARPET X (SEAM DIAGRAM) X V.C.T. X RUBBER BASE X PAINT PER SPECIFIED FINISH X PLASTIC LAMINATES X METAL LAMINATE ITEM SHOP CUT SHEET/ DRAWINGS SPECIFICATION MILLWORK X WOOD GRAIN OR MELAMINE & P. LAM. X SAMPLE REQUEST FINISH PLAN GENERAL NOTES 1 NO FINISH SUBSTITUTION MAY BE MADE, 2. WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE CUT -IN FREE OF OVERLAPPING. 3• ALL FINISHES ARE TO BE APPLIED IN STRICT ACCORDANCE TO MANUFACTURER'S SPECIFICATION. 4. CLASSES OF MATERIAL BASED UPON THEIR FLAME CHARACTERISTICS SHALL BE SET FORTH IN TABLE 8-B OF THE C.B.C. 5. THE MAXIMUM FLAME SPREAD CLASSIFICATION OF FINISH MATERIAL USED ON INTERIOR WALLS AND CEILING SHALL NOT EXCEED THAT SET FORTH IN TABLE 8-A OF THE C.B.C. 6. SMOKE DENSITY OF MATERIALS SHALL BE NO GREATER THAN 450 WHEN TESTED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE, STANDARD NO. 42-1 IN THE MANOR INTENDED FOR USE. 7. APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN CONFORMANCE WITH SECTION 803 OF THE C.B.C. 8• SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECT'S APPROVAL: A. THREE (3) 12"X12" SAMPLES FOR ALL PAINT, VINYL AND FABRIC FINISHES AND COLORS APPLIED TO A SUBSTRATE WHICH REPRESENTATIVE OF THE SURFACE TO BE FINISHED. SUBMIT PAINT SAMPLES FROM THE PAINT LOT OR LOTS INTENDED FOR APPLICATION. B. ONE (1) 24"X24" MOCK UP WITH SAMPLE SEAM (CENTERED) OF ALL FABRIC AND VINYL FINISHES AND COLOR. C. THREE (3) 12"X12" SAMPLE OF ALL FLOOR COVERING. .SUBMIT ACTUAL CUTTINGS OF EACH PRODUCT FOR COLOR / QUALITY CONTROL. 9. ALL PAINT FINISH OF METAL PARTS OF DOORS, HANDRAILS, PERIMETER ENCLOSURES, ETC. SHALL BE SEMI GLOSS, UNLESS OTHERWISE NOTED. 10. ALL PAINT SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION FOR THE PARTICULAR SURFACE. 11. ALL SURFACE SHALL BE PROPERLY PREPARED WITH SEALER PRIOR TO THE INSTALLATION OF WALL COVERING PER MANUFACTURER'S RECOMMENDATIONS. 12. ALL V.C.T. TO BE INSTALLED WITH FULL TILE FROM VINYL THRESHOLD STRIP AND FULL TILE FROM WALL ADJACENT TO DOOR SWING, U.N.O. 13, CONTRACTORS TO VERIFY FINISH CONDITION AND LEVEL t F FLOOR TO RECEIVE NEW FINISH TO BE WITHOUT BOWING AT FLOOR OR WALL BASE. CONTRACTOR IS RESPONSIBLE FOR ALL FLOOR PREPARATION. 14. CONTRACTOR TO INCLUDE ALL FLOOR PREPARATION IN BASE BID. 15. WHERE FLOOR MOUNTED OUTLETS ARE REQUIRED ON CARPET AREA, CUT THE CARPET IN AN "X" OVER HOLE AND CARPET. THIS WILL ALLOW CARPET PATCHING WHERE OUTLETS ARE LATER CAPPED. DO NOT TRIM CARPET. 16. PROVIDE AND INSTALL SPECIFIED BASE FOR ALL AREAS TO RECEIVE FLOORING. 17. COORDINATE INSTALLATION OF BASE WITH MILLWORK. DELETE BASE AT WALL WHERE BUILT-IN CABINETS ARE LOCATED. 18. SUBMIT SAMPLES TO ARCHITECT BEFORE PLACING FULL ORDERS WHERE MATERIALS ARE NOT RETURNABLE. NOTIFY THE ARCHITECT IMMEDIATELY OF LONG LEAD TIME ORDER ITEMS. 19. SUBMIT SEAMING PLAN FOR CARPET TO ARCHITECT FOR APPROVAL PRIOR TO CARPET ORDER. 20. PROVIDE P-1 THROUGHOUT UNLESS NOTED OTHERWISE. 21. PROVIDE C-1 THROUGHOUT UNLESS NOTED OTHERWISE. 22. PROVIDE RB-1 THROUGHOUT UNLESS NOTED OTHERWISE. 23. PROVIDE PL-1 THROUGHOUT UNLESS NOTED OTHERWISE. 24. ALL CARPETING SHALL BE INSTALLED WITH GLUE DOWN METHOD, UNLESS NOTED OTHERWISE. 25. CONTRACTOR SHALL PROVIDE PRE -FORMED RUBBER BASE CORNERS. DO NOT CUT OR BEND STRAIGHT BASE TO MAKE CORNERS, 26. FLOOR TILE INSTALLATION SHALL BE THIN SET WITH MINIMAL GROUT LINES, PREPARE AS NECESSARY TO REVIEW TILE INSTALLATION, SANTA-A AMA FIRE AUTHORITY, NOTES GENERAL REQUIREMENTS 1. PROVIDE SUITE NUMBERS THREE (3) INCHES HIGH, WHICH SHALL BE PLAINLY VISIBLE FROM OUTSIDE THE SUITE. 2. FIRE SRINKLER SYSTEM(S) PER N.F.P.A. STANDARD 13 SHALL BE PROVIDED. REASON FIRE SPRINKLERS REQUIRED Ti. FIRE ALARM SYSTEM REQUIREMENTS 1. FIRE ALARM SYSTEM REQUIRED PER CURRENT ADOPTED C.F.C. AND SANTA ANA STANDARDS. 2. TENANT IMPROVEMENTS IN HIGH-RISE BUILDINGS SHALL HAVE LIFE SAFETY SPEAKERS, WHICH ARE CLEARLY AUDIBLE. SPEAKERS SHALL BE TESTED IN THE PRESENCE OF A FIRE INSPECTOR PRIOR TO FINAL. INSPECTION. EXITING REQUIREMENTS I. "EXIT" SIGNS SHALL BE IN BLOCK LETTERS, A MIN. OF (6) INCHES HIGH WITH A STROKE OF NOT LESS THAN, ,3/4 INCH. LUMINANCE ON FACE OF SIGN SHALL BE 50 LUX. r 2. "LXIT" SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND ENERGIZED FROM SEPARATE CIRCUITS. ONE OF THE ABOVE CIRCUITS SHALL BE PART OF THE EMERGENCY LIGHTING SYSTEM. 3. EXIT SIGN SHALL BE PRIOVIDED IN ACCORDANCE WITH CURRENT ADDITIONS OF C.B.C. AND C.F.C. l RE 1�-xTItiC4L)L_e5I-} INS -1:5y:5-rC-M KFQL)lPF MFNTS Y J. t PL M_,� fok -rHS r-CUI,..L, DWINe-, �`Y;-,TI..:, As SW-I'PrL..L- �UgMI( I'Tl�wp ('Ti-t1O= Coptf7s)l TO THS 1?>VIL_j>IN.11l .DxpA4Iz"CmumT mR FjIZ6 PePt�KTMF,XT A�fFP0Vk•L, PR10R TO LNe`f`AL-I..ATl0jA, FJKE� , PIRE AL?vAm. B 1 0 111 1, PLdNi+MG a blow U16 illlilM= AVZ= H>w;II.mmi,mmC coon :tillowk CIIt1mii1!ItA 92101 0-. rrt a t f7 I� i M a Nib ," s ... s r •. � � • THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF BOLE' INTERNATIONAL AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF BOLE' INTERNATIONAL. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOLO INTERNATIONAL. REVISIONS: CUs Started 1019, }i 1 Rcvision3 per plan ched, on I IA M L� A PARTICIPANTS DRAWN BY: F.J. CHECKED BY: DESIGNED BY:.1.A. USABLE: RENTABLE: PROJECT: JOB: FSW DATE: 10/19/04 SCALE: AS NOTED SHEET NAME (DRESERVED PARKING SPACE FOR PERSONS WITH DISABILITIES PER TITLE 24 REQUIREMENTS INCLUDING SIGNAGE WITH PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE BLUE BACKGROUND PAINTED ON PAVING AND 9"xW' WALL (Q pp�,L DQQRS WITHIN 7 PATH OF TRAVEL ARE 3' " MtN. WIDE WITH OR POLE MOUNTED SIGN WITH REQUIRED TOW AWAY SIGNS. LEV HANDLE HARDWARE OR EF 13"-44"' A.F.F. " MAX THRESHOLD PARKING STALL IS 9 'x 181 WIT " BEVEL. OPENENG FORCE 15Ibs FIRE DOORS 78.5 tbs EXTERIOR c DQ03, 5 !bs WTERiOR DOORST STRIKE EDGE CLEARANCE 24"' EXTERIOR Q RESERVED VAN NARKING SPACE FOR THE PERSONS WITH DISABLITIES PER a AND 18" INTERIOR. LANDINGS 60"X60" SWING SIDE AND 48"4YX44"D TITLE 24 REQUIREMENTS INCLUDING SIGNAGE WITH PROFILE VIE14 OF A 4YHEELCH WITH OCCUPANT IN WHITE BLUE BACKGROUND PAINTED ON PAVING AND - 18"44" WALL MOUNTED SIGN STATING � p18"VAN ACCESSIBLE" WITH REQUIRED TOW ELEVATOR CABS AWAY SIGNS. PARKING STALL IS 9 'x ' t) IN ACCORDANCE TO TITLE 24, SECTON 5101 THE EXISTING Q CONCRETE RAMP FOR PERSONS WITH DISABILITIES IS LESS THAN 1:20 SLOPE. .» rn ELEVATOR GARS AND SURROUNDING AREAS OF OPERATIONS WIDER THAN 4'-0". HAS 12" WIDE BAND TOP AND BOTT. WITH t/4" GROOVES �C-s CONFORM TO SAID SECTIONS AND SUB -SECTIONS. AT �" O.C. ALL LANDINGS ARE MIN. 4`-0" WIDE. a �'DRIVE CSC SEC 5103 (d.1) INCLUDING BUT NOT LIMITED TO: PARKING SIGNAGE: CBC SEC. 3107A, 36"X36"': SURFACE IDENTIFICATION AT REAR sraraearr Site Access% a) AUTOMATIC OPERATION AND LEVELING WITHIN T/Z", OF SPACE. 1 1) Sidewalk cross slope cannot exceed 27, Lincoln b) CLEAR DOOR WIDTH IS 42" Q PEDESTRIAN PATH OF TRAVEL AT ANY POINT IS 48" MIN. WIDE, 5X MAX. SLOPE. Property Company must indicate a path of travel c) INSIDE CLEAR DIMENSION IS 60" x 80" 'i4 1 0 MAX. CROSS SLOPE. SLIP RESISTANT SURFACE CBC SEC 3324-25 from the street for bus stop) to the primary entrance. ,.••� d)tEVAT05 FLOO?2 BUTTONS ARE OT HIGHER THAN 54'" Q NOT USED. "I9lA Xj"IifA#�ART WITH eSYMBOL (WHITE ON BLACK) C�, NOT USED. 2) Add concrete curb in front of fire hydrant valve ,� TH CORRiSPONf}ING +2 BRAILLPIMM.%DIATELY BELOW a NOT USED. projecting into path of travel, s RAISED STAR AT LEFT CONTROL BUTTON FOR MAIN FLOORS ONE PUBLIC TELEPHONE COMPLIES WITH C G SEC 3105A (d) 2, INCLUDING BUT NO' i IDENTIFICATION g r LIMITED TO: VOLUME CONTROL FOR THE HEARING IMPAIR D,REPLACE 28" INSTRUMER� 3) Floor mot inside door at Main Street entrance to be I T e) CALL BUTTON IS 36" AF.F.Z�r ' DIA. X jg" H W/ VISUAL INDICATION TO HEADSET CORD WITH CORD LENGTH 29"` OR GR£A 04. fastened to floor surface to prevent movement of i OF CALL REGISTER AND AN51 tER£D i1� ACCESSIBILITY SIGNAGE IS PROVIDED AT ALL PRIMARY ENTRANCES AND mat. r f) AUDIO AND VISUAL INDICATORS ARE PROVIDED FOR EACH CAR APPROACHING PEDESTRIAN WAYS. CBC SEC. 3105A te) 8. ��� _ T ~ _ _� � ~ w Y i � � T _ � _ � _ )FLOOR INDICATORS ARE PROVIDED AT EACH DOOR JAMB 4) Add a concrete curb at intermediate landingg of stair i g URER ME AS Qand• the bottom of fire hose cabinet to indicateC h) BRAILLE IS PROVIDED FOR ALL INDICATORS AVATORYCcLEARANCE IS 29" H X 8"D AT TOP AND obstruction. } j) 11/4" MAX CLEARANCE BETWEEN CAR SILL AND LANDING 9X 1 I'D AT BQiTQM. GBC SEC 1504 ' k} 5 SECOND MIN. FOR DOORS TO BE OPEN @ UNDER DRINKING FOUNTAIN CLEARANCE IS 271" H X 8" D AT om 1) DOOR PROTECTIVE AND REOPENING DEVICE TRIP AND 91" H X 17" D AT BOTTOM. CBC SEC 1507 >11111110 Parking Areas: + DRINKING FOUNTAIN BUBBLER AND LEVER CONTROL IS WITHIN 6" OF ,' ` t m) DOOR DELAY (T»D/1.5} FRONT WITH PARALLEL STREAM TO FRONT EDGE AND 4" MIN. HIGH. (i 1) Restripe the standard parking closest to the building. It s , n) EMERGENCY CONTROLS WITHIN V-11" A.F.F. CBC SEC 1507 2) Provide accessible route and romps as required. i �� �' p) M£RGENCY TE FHONE WITHIN 48" OF MT FLQO WITH 5 ft Ib MAX ADJUST REQUIRED PRESSURE TO OPERATE ALL CONTROL MECHANISMS r �< r9" MTN LONG CURD tN ACCESSIBLE CO MPA�TMEN IQ ADD 4"x4"x5` CONCRETE CURB IN FRONT OF FIRE HYDRANT 3) Add accessible van parking. r , < q) y „ H ILLU tNAT£D CAR POSITION tNDECATflR W! CORRESPONDING as PROVIDE DIRECTIONAL SIGNS DISPLAYING THE INTERNATIONAL SYMBOL OF % t A-iDIBL£ U INA ACCESSIBILITY AT PRI ARY ENTRANCES AND AT EVERY MAJOR JUNCTION ALONG 4) Add parking signage at new accessible stalls i , ,' ++:++ t r) HAND RAILING IS -32" A.F.F. W/ 11 " CLEARANCE TO WALL LEADING SS THE ACC SSt$L£ ROUTE TO INDICATE THE DIRECTION (symbol of. accessibility pointed on the ovin r a ++ �s t /2 „ TO ACCESSIBLE BUILDING ENTRANCES.UJ p 9 r s) NO OBJECTS SHALL PROTRUDE MORE THAN 4 FROM WALL surface within the stall and mounted on a pole at the NEAR R CALL BUTTONS b@ MAT EDGE SHALL BE FASTENED TO FLOOR SURFACE. SO AS TO PREVENT --� MOVEMENT OF MAT, front of the stall). ► ' 0 HALL LANTERNS (21 " SO. VISUAL SIGNALS AT •72"` 1 AUDIBLE SIGNAL:Of t` BEEP FOR UP TWICE FOR DOWN) /v? ADD 4 x4 X8 LONG CONCRETE CURB BELOW FIRE HOSE CABINET AND LANDING. 5) Restripa the parking structure to provide three r 1 , „ occessabie parking spaces at the ground levelond i aI� .' ' ," f u) 2 ARABIC NUMBERS WITH RAISED 2 BRAILLE SYMBOLS TO {1�REVISE TEXT TO READ "PERSONS WITH DISABILITIES" IN PLACE OF two at each upper level floor. r .+ L Cr THE LEFT AT DOOR JAMBS AT +6O ` "HANDICAPPED FACILITIES" *rPARKING STRUCTURE @ PROVIDE SYMBOL OF ACCESSIBILITY TO COMPLY WITH TITLE 24 AND M ADAAG REQUIREMENTS Exterior STgnage: Y t 4 41 �� 4 TYP. PROVIDE SIGNAGE WITH CONTRASTING FINISH%2" RAISED LETTERS AND MINIMUM i y , ,r DE CT A BAND RN �5/g" HIGH ARABIC NUMBERS. TYPE FACE SHALL BE SANS SERIF CHARACTERS AND 1} Revise signage of both driveways to read "Persons r 1 ♦y ."+ �"' 2 DETECTABLE WARNINGS 1 -- • ; N t p AT THE BOUNDARY THEIR BACKGROUND SHALL BE MATTE. INSTALL AT 60" A.F.F. TO CENTER LINE with Disabilities" a 1 4 1 •- �'� ,'+ ANDWPEDES THE VEHICULAR ROOMS AND SPACES DENTIIFINGADJACENT TO DOOR LATCH TO ALL THE SPACE N BRAILLE STAIR PERMANENT Interior STgnage: +R�-----�------, � 2 i t? 9 ��tT. hMGF#&T C8P9ff&E %0M OF MAIL DOOR TO BE 48" AFF 1 i e ,� , �• j <a Q PROVIDE WHITE STRIPES OF CLEARLY CONTRASTING GRIT PAINT AT 2" WIDE 1 1) Add signage with information about fully complying r a� s I , , % r---`- PLACED PARALLEL TO AND NOT MORE THAN 1 FROM NOSING ON TREADS AT sanitary facilities and/or elevators in the Lobby. 7r t 1 •' 'R 1 UPPERMOST AND LOWERMOST TREAD IN EACH RUN. ❑ (DC SIGNAGE, SEE NOTES @NOT USED. 2) Add symbol of accessibility to comply with Title 24 r � i � '�* � �� and ADAAG requirements at allprimary entrances ; 5 1 .. -4 -- _____{._ a -_a _ MINIMUM S'WIOE ACCESS AISLE GAT OFFICE BUILDING ELEVATORS: to building. _ a. REPLACE EMERGENCY PHONE DOOR WITH TOUCH LATCH. � �1. p CI 1 b. ADD/ TALL RAISED LETTERING AND SYMBOL WITH BRAILLE IMMEDIATELY C'_51 3) Provide accessible signage at permanent rooms. � ; ,�' " �"' O BELOW IT ON EMERGENCY PHONE CABN£T DOOR. Doors: LU E----•-�'----------'r---------- 3 + � C. REPLACE SIGNAGE ON HOISTWAY JAMB FLOOR INDICATORS WITH RAISED CHARAC r x SIGNAGE ON CONTRASTING BACKGROUND AND BRAILLE DIRECTLY TO THE LEFT. Doors• r t @AT PARKING GARAGE ELEVATORS Relocate highest operable part of maiidoor to be 48" i/i ; > a. ADD BRAILLE TO CALL BUTTON SIGNAGE AT FLOOR LANDING. RFF. b.REP�ACE EMERGENCY PHONE DOOR HANDLE WITH TOUCH LATCH. i rr C. ADD /s" TALL RAISED LETTERING AND SYMBOL WITH BRAILLE _IMMEDIATELY BELOW IT ON EMERGENCY PHONE CABINET DOOR. Stairs: A d. REPLACE EMERGENCY PHONE WITH A DEVICE THAT IS NOT VOICE DEPENDENT, b e. REPLACE SIGNAGE AT HOISTWAY .JAMB FLOOR INDICATORS WITH V 1) Provide contrasting stripe at u permost tread and ; - , TYP, PATH OF TRAVEL FROH 4 RAISED CHARACTER SIGNAGE ON CONTRASTING BACKGROUND AND BRAILLE lowermost tread an every run at bath exit stairs and PARKING STALLS DIRECTLY TO THE LEFT. both garage stairs. I iia 0 @0 ,� Q f3 TO THE PRIMARY ENTRANCE e ( b OF THE BUILDING, 4>� 2) Provide accessible signoge at oll stair entries. s \ - THROUGH THE GROUND FLOOR r : LO$$Y TO THE ELEVATORS 13 T ITENANTStBUILDING. GENERA AL i QTES KEY NINES 2 . THE PATH OF TRAVEL IS LEVEL, Elevators: ❑ 48" MIN. WIDE AND IN O • COMPLIANCE WITH CALIFORNIA 1) Relocate holicailbuttons in Parking Structure to be t ! TITLE 24 REQUIREMENTS a maximum 42" AFF. i o REGARDING DISABLED ACCE 10 2) Add Braille signage to elevotor call ponels in in Parking Structure. 3) Add Brae signage to allelevotor jambs. SI PATH OF TRAVEL FROM SIDEWALK TO THE PRIMARY ENTRANCES OF THE BUILDING i 4 TYP. ALONG MAIN STREET AND COWENSONFORMING DRIVE. 1 ,Q 43 Provide ADA compliant phones in elevator. THE PATH OF TRAVEL IS CONFORMING EXCEPT WHERE � ��� �CESSISLE �// u RAMPS ARE INDICATED THE PATH OF TRAVEL ! ELEVATORS. REFER ,.� COMPLIES WITH CALIFORNIA TITLE 24 / TO NOTES_ON b) Provide hondtcopped compliant doors on emergency t(Euui itmENTS REOARDlotu DISABLED AI z aa. T;,;S Siii is , phone cabinets. i 1Ot e .. r� 6) Provide Braille signoge on emergency phone I cabinets. i Drinking Fountains: i t �r� r 1) Adjust drinking fountain water flow control to be activated at maximum force of 5 Ibf. i j. I T !1 Q SITE NORTH Qo y9 L Restrooms: SIGNAGE MOUNTE 1) Provide accessible signage at oli restroom entries. N � DI BALL PER N" C E O"DIACCESSFOR 2) Provide U-shaped putts on all toilet compartment NOTE NO.t, TYP, chars. SEQUENCE OF CONSTRUCTION y NOTES: SAIaTA CLARA AYE. I L RAMPS (KEY NOTE 3 AND SURFACE PARKING - Telephones: IS 2. REPLACING DOORS TSWIH PROPER KICKPLATES IS COMPLETE. COST S5,066 !� 1) Replace card length on left phone to be minimum � . 29". LU • z � 1 NORTH � PATH OF TRAVEL SITE PLAN PARTIAL 2ND THRU. ROOF LEVEL PARKING ' , SCOPE OF WORK REQUIRING PERMIT SCALE: NONE VICINITY MAP SIP ©NEW TOILET PARTITION TO MATCH EXISTING [j SANITARY FACILITIES SHALL ALSO BE IDENTIFIED BY PERMANENT SIGNS INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR (ORE -USE EXISTING SIDE BAR GG£NTERLINE C}F AT •60". PLANS SHALL SHOW SIGNS CONFORMING TO CBC SECTION 3105. (e) 10. GRAB BAR AT 33" MAX. AY.f. AND FROM#` INCLUDING: END OF GRAB BAR SHALL BE 24" FROM A 4," RAISEA SANS -SERIF UPPERCA5t» CHARACTERS WITH 0 FRONT OF WATER CLOSET FIXTURE. RRESPONOING GRADE 2 BRAILLE • RE -INSTALL EXIST. COMBINATION SEAT 8. /" RAISED SYMBOLS COVER DISP£NS£RITOILET PAPER C." MIN. HIGH PICTOGRAM WITH EOUIVALENT VERBAL DESCRIPTION s PATH 4F TRAVEL DISPENSER AS SHOWN ON ELEVATION. PLACED DIRECTLY BELOW I- UJ gj ADD A SECOND COAT HOOK AT 48" A.F.F D. LOCATED ALLOW APPROACH WITHIN 3" A SIGNAGE WITHOUT �'9 ' �. ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN l._l �Mrwadr' A DOOR SWING. U7 ADD R£STROOM SIGNAGE CONSISTING OF:1/.�' THICKX 12" SYMBOLS OF`', 6 CIO- — i � DIFFERENT COLOR AND CONTRAST ON DOOR PER CBC SEC 3105A (b) / � � C� WHEEL TOP, TYP. / 70 SO. INCH � ---- ACCESSIBILITY SIGN MEN J E PER SEC.3107A(C) ®PROVIDE ,I -SHAPED PULLS ON MEN �� 1 '-" Z'`Q" ` BOTH SIDES OF STALL DOOR ' MEN MIN. � � IMM£DtAT£LY BELOW LOCK. ^�° � - - -- LML i? STRIPES A \ io CENTER E 1 CENTER TYP. PAVEMENT 12" MAX.I IN REPLACE TWO TOILET STALLS WITH TWO URINALS. ( SYMBOL PER ! 1 ONE URINAL TO PROJECT 14" MIN., TOP OF RtM AT 16-1/2"A.F.F. �3 �I � SEC.3(07A(C) f' 6 1 AND FLUSH HANDLE NO HIGHER THAN 42" L l ;..1.•; / [M ADJUST DOOR CLOSER TO MOVE FROM 70 DEGREES OPEN TO i ! : , : Sid' • ~ GROUNDMFLATC ONLGREATER THAN THE 3 SECONDS MINIMUM UJ ADJUST OR REUSE FLUSH VALVE CONTROL TO REQUIRE A MAXIMUM OF 5 LBF TO ACTIVATE. _ ,.. 5'-0" MIN. AT TYP. WITHIN THE ACCESSIBLE PARKING STALL PAINT THE WORDS "NO PARK04GBLE STALL LLM PARKING" IN 12" HIGH LETTERS MIN. THIS NOTICE SHALL BE PAINTED IN V-01' MIN. AT VAN 3'-0" MAX. T E L E WHITE LETTERS NO LESS THAN 12-INCHES HIGH AND LOCATED SO PACCESSIBLE L ARKING STALL THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. PARKING i A P11 __ _ TYP. ACCESSIBLE PARKING- STALLS SCALE:- 7 (SIMILAR FOR 1ST THROUGH 10TH FLOORS) MENSWOMENS ENS WALL ELEVATION ' ENLARGED TOILE"` ROOM PLM FOR 10TH FLOOR SCALE:, V?".1'-D" SCALE: 1/4"-1'-0" BIONH, 19L PZu=G at Now 9a 16 ROM ATOM IeTaTitrlDm not, C C0 1 ]1M CAUPONQ two 7344.4ftSM z= CALI I E`OR z Q 91 C �O f V0 z 0 JEFFRE . ADLER -�t CERTIFIED INTERIOR DESIGNER �* QC 2049 EXPIRES 12-10-05 all- — P4 4U-) 0 UL� �aarWwrfla� 1�" �� N U) THIS DOCUMENT, AND THE IDEAS AND DESIGN INCORPORATED HEREIN AS AN INSTRUMENT PROFESSIONAL SERVICE IS THE PROPERTY OF BOLE' INTERNATIONAL AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF BOLE' INTERNATIONAL. THIS DOCUMENT SHALL NOT BE REPRODi 1ED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF, BOLE INTERNATIONAL. REVISIONS: am DRAWN BY. F.J. CHECKED BY: DESIGNED BY: J.A. SITE LEGEND PROJE, T INFO USABLE: RENTABLE: PROJECT: JOB: FSW DATE: 10/19/04 SCALE: AS NOTED SHEET NAME SITE PLAN SHEET Boo I Ill E" l9b6. PLOOM do HiBOMN 9916 BOIL ATM= 8tiiimo 9201, C t ovu MESA* GAIJIg'4RNIA 92626 714.488JM IV. r'ra l a f"Tr Qw 1. ' #T, II • • awiww�w Y ' C! #A 114 J t� •ki r , IN • Fool uw R U 01% US VJ zz I� z Nul) THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL. SERVICE IS THE PROPERTY OF BOLE' INTERNATIONAL, AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF BOLE" INTERNATIONAL. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOLE' INTERNATIONAL. REVISIONS: ACas SWcd1(49,UI Gam' 3 Rcxisic as per plan check cn I Itlm P'AR.TIIPANTS CHECKED BY: DESIGNED BY: J.A. USABLE: RENTABLE: PROJECT: JOB: FSW DATE: 10/ 19/04 SCALE: AS NOTED SKEET NAME SHEET A1.0 17-11 () BR 103 STOR. �l 0:4 OR. K 7'-2- UN P.O. P.O. te)105 P.O. P.O. 1102 1 El 05 =02 05 2 3'/-6' W-2 F13 6 OPEN OPEN OFFICE OFFICE 101 415. FJ2301 5 r4 " DISPLAY W-1 DISP 106 RECEP. 106 RECEP. ENTRY F 76 ENTRY001 171 100 ANNIL Ash, DISPLAY 107DISPLAY r--1 DISPLAY 7 7 DISPLAY • _V ELECTRICAL PLAN N N PARTITION PLAN SCALE: 1/8"=l'-0" SCALE: 1/8"- V-0" DEMOLITION NOTES: ELECTRICAL LEGEND EQUIPMENT SCHEDULE GENERAL CONSTRUCTION NOTES WALL LEGEND PARTITION PLAN SPECIFIC KEY NOTES 1. SEE SHEET T1.3 DUPLEX CONVENIENCE RECEPTACLE: 15A, 125V LWTON W1 IVORY COVER PLATE MOUNTED VERTICALLY 18- A.F.F. (TYP) EQ. NO. EQUIPMENT DESCRIPTION TOTAL EQUIP. ELECTRICAL REQ. 1, REPAIR ALL EXISTING TO REMAIN PARTITIONS, DOORS, FRAMES, ETC THAT ARE TO RECEIVE A NEW FINISH, ALL FINISHES TO MATCH EXISTING, U.N.O. AREA NOT IN CONTRACT NEW UPPER & LOWER P. LAM MILLWORK WITH 4" WIRE PULLS AND 4" 1 BACKSPLASH, ODEo DEDICATED DUPLEX CONVENIENCE RECEPTACLE: 15A, 125V W/ IVORY MICROWAVE (T.S.D) 1 120 V; 2. ALL NEW PARTITIONS TO BE TYPE 79, U.N.O. (REFER TO DETAIL 3/A8.1-6/A`8.1) GARBAGE SINGLE STAINLESS STEEL SINK WITH INSTA-HOT WATER HEATER I COVER PLATE MOUNTED VERTICALLY 18' A.F.F. (TYP) 8 -GE' PROFILE SERIES / OR SIMILAR BRUSHED STAINLESS STEEL FINISH DISPOSAL AND DISH WASHER. SEE DETAIL 4/A2.1. (PROVIDE5. REFER TO SHEET 171.1 FOR ALL A.D.A. / TITLE 24 RELATED MOUNTING AND EXISTING WALL TO REMAIN BACKING IN WALL AS REQUIRED. SEE DETAIL 5/A2.1) # FOURPLEX CONVENIENCE RECEPTACLE: 15A, 125V LEVITON W/ IVORY REFRIGERATOR (T.B.D.) 1 120 V.• LOCATING REGULATIONS, COVER PLATE MOUNTED VERTICALLY 180 A.F.F. (TYP) 11� *GE' PROFILE SERIES / OR SIMILAR BRUSHED STAINLESS STEEL FINISH 4. REFER TO WALL DETAIL SHEET (14/AB.l) FOR TYPICAL CORNER & JOINT NEW FLOOR SLAB TO FINISH CLG. (8'-10'H VA.F.) JNTERIOR NEW FULL HEIGHT FRAMELESS TEMP GLASS WALL SYSTEM. SEE ELEVATION DEDICATED FOURPLEX CONVENIENCE RECEPTACLE: f 031 COPIER (T.B.D.) 4 NEMA 5-20 RECEPTACLE, CONDITION DETAIL 0 DRYWALL PARTITIONS. NON -RATED PARTITION W/2-1/2- 25 CA MTL STUDS 0 5/A4.0 #DEO LE: 15A, 125V LEVITON 20 MP OUTLET 24-O.C.W/SEISMIC BRACING, U.N.O. PERIMETER MTL. CASING BEADS W1 IVORY COVER MOUNTED VERTICALLY 158' A.F.F. (TYP) 5. IF OUTLETS ARE INSTALLED DIRECTLY INTO CORE WALLS, SEAL/INSULATE AS � WHERE APPLICABLE. W/ 5/8" GYP. WALL BD. TYPE -X- (1)LAYER EACH NEW 6'-0" WIDE FULL HEIGHT FRAMELESS GLASS WINDOW IN WALL TO TELEPHONE/DATA OUTLET: ELECTRICAL PLAN SPECIFIC NOTES REQUIRED PER CODES TO MAINTAIN THE INTEGRITY OF WALL RATING. REFER TO SIDE OF STUDS. JOINTS TAPED. WALL BD. EDGE SHALL OCCUR OVER MATCH PRIVATE OFFICE #105. SINGLE GANG BOX IN WALL W/ MUDRING & PULLSTRING. COVERPLATE BY ELECTRICAL & TELEPHONE PLAN FOR LOCATION. FRAMING MEMBERS, REF. DET. 2, 3 & 4/A5.0 NEW FRAMED WINDOW W/ TEMP GLASS TO MATCH EXISTING BUILDING TELEPHONE COMPANY. TEFLON CABLE TO BE PROVIDED BY TENANT. ALL EXISTING ELECTRICAL AND TELEPHONE OUTLETS TO REMAIN CONTRACTOR To 6. VERIFY ALIGNMENTS IN FIELD. IF MISALIGNMENT OF EXISTING ELEMENTS SHOULD NEW FLOOR SLAB TO FINISH CLG. INTERIOR NON -RATED PARTITION STANDARD. SEE INTERIOR ELEVATION 5/A2.2 W/ IVORY COVER PLATE. FP -DENOTES BLANK FACEPLATE VERIFY ALL OUTLETS ARE IN GOOD WORKING ORDER, REP ARE OR REPLACE OCCUR, VERIFY OPTION OF FURRING COLUMN TO PROVIDE REQUIRED ALIGNMENT. W/2-1/2- 25 GA MTL STUDS 0 24-O.C.W/SEISMIC BRACING, U.N.O. FACEPLATES AS REQUIRED. 7. LEVEL OR *FLOAT" FLOORS WHERE REQUIRED FOR LEVEL FINISH AND PERIMETER MTL, CASING BEADS WHERE APPLICABLE. W/ 5/8- GYP NEW FULL HEIGHT WALL W/ CORRUGATED METAL ON FACE -FINISH T.B.D. JUNCTION BOX FOR POWER FOR WORK STATIONS TO REMAIN <9> I., SEE ELEVATION 3/A4.1 FOR FUTURE USE ALL ELECTRICAL AND TELEPHONE OUTLETS TO BE BUILDING STANDARD LEVITON APPEARANCE; WHERE FURNITURE IS TO BE LOCATED. WALL BD. TYPE '�X- (1)LAYER EXTERIOR SIDE OF STUDS. TO 7--0 OR SIMILAR W/ IVORY COVER PLATES INSTALLED VERTICALLY AT 18" AFF. 8. ANY DAMAGE DONE BY ANY EXISTING FIRE PROOFING SHOULD BE REPAIRED WITH HEIGHT W/ EXPOSED MTL. STUDS BOVE JOINTS TAPED. WALL BD. EDGE NEW LOW WALL. SEE ELEVATION 8/A4.1 JUNCTION BOX FOR POWER FOR DOOR MAGNET HOLDERS COMPARABLE MATERIAL HAVING THE SAME FIRE RESISTIVE RATING REQUIRED BY SHALL OCCUR OVER FRAMING MEMBERS. REF. DET. 2, 3 & 4/A5.0 UBC CHAPTER 7. NEW FLOOR SLAB TO FIN. CLG. INTERIOR NON -RATED PARTITION W/ NEW FREESTANDING WALL W/ WINDOW MULLIONS TO JUNCTION BOX FOR DATA TELECOMMUNICATION TO REMAIN FOR B. INSTALL FIRE DAMPERS IN ALL DUCTS PENETRATING FIRE RATED AREAS AND/ OR WINDOWS. 2-1/2- 25 GA MTL. STUDS 0 24-O.C. W/SEISMIC BRACING, FUTURE USE CEILING. DAMPERS ARE TO COMPLY WITH U.B.C. SECTION 713.10. U.N.O. PERIMETER MTL. CASING BEADS WHERE APPLICABLE. WI(l) LAYER REPLICATE ACTUAL WINDOWS. REFER TO "STYLE" INTERIOR < 5/8- GYP. WALL BD. TYPE -X- EA. SIDE. JOINTS TAPED, WALL BD. EDGE DESIGN, INC. FINISH DRAWINGS FLUSH FLOOR MID. OUTLET BOX -REF. ELECT, SHEETS FOR SPECS. 10. REWORK EXISTING FIRE -LIFE SAFETY SYSTEMS, AS REO'D., TO ACCOMMODATE OVER FRAMING MEMBERS. REF. DET. 2, 3 & 4/A7.0 NEW LAYOUT AND COMPLY WITH CODE REQUIREMENTS. 11. FOR ADDITIONAL NOTES SEE SHEET T1.3 NEW LOW WALL W/ WOOD CAP AND MOLDINGS T.B.D. FLOOR SLAB TO 3'-60H A.F.F.. 2-1/2 x 20 GA. METAL STUDS 0 16" O.C. W/ 12.ALL FIRE/SMOKE DAMPERS THAT PENETRATE FIRE RATED AREAS WILL BE SEISMIC BRACING, U.N.O. 5/8" TYPE "X" GYPSUM WALL BOARD, ONE PROVIDED WITH SMOKE DETECTORS FOR SHUT DOWN, PER U.B.C. 713.10 AND LAYER EACH SIDE OF STUDS. REFERENCE STUDS DETAIL 13/A5.0 713.11. 11CONTRACTOR TO SNAP LINES AND RECEIVE TENANT APPROVAL PRIOR TO NOTE: SEE METAL WALL STUD TABLE TO SELECT APPROPRIATE BUILDING PARTITIONS, ALIGN WALL STUD SIZE FOR WALL HEIGHT F­7 ALIGN FACE OF NEW CONSTRUCTION TO EXISTING (D EXISTING DOOR TO REMAIN EXISTING WINDOW TO REMAIN B101111E, ILM PLANN"m 6 2915 NOMM AVZ= lluna= 2201, sm c (i''OWA 101111A, CALUN)FM 926M 714.43&3M Ho UwH� .rUa� THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF BOLE' INTERNATIONAL AND IS NOT TO BE USED IN WHOLE- OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF BOLE! INTERNATIONAL. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED 7) IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOLE' INTERNATIONAL. REVISIONS: Ws Swed 10/19;04 Revisions per plan cheek on I 111M PARTICIPANTS DRAWN BY: F.J. CHECKED BY: DESIGNED BY: J.A. PROJECTINFO USABLE. - RENTABLE: PROJECT: JOB: FSW DATE: 10/19/04 SCALE: AS NOTED SHEET NAME PARTITION AND ELECTRICAL PLAN SHEET CA __ w_#j [YFF-WTUI�T_ HEIGM 1-HICK MATERIAL FINISH RA_ffNG MATERIAL FINISH RATING = o FINISH BOTH ENDS SQUARE co PROFILE 0 COUNTER TOP ECGE FINISH sorli ENDS 04 1' BASE 9.-6. G EQ. J. 7\ > (ID 100 ENTRANCE 102 OFFICE A C 6-0 141 3 8 8 )-oil 1-3/4 1- 3/4 MTL. & GLASS SOLID CORE PAINT WOOD - BLD.STD. BLD.STD. BLD.STD. BLD.STD. A-2 B-1 [-�XAP'j� NEW BUILDING STANDARD STOREFRONT DOOR EXISTING TO REMAIN . EQ. EQEQ. 102 01 X 104 104 STORAGE C 31-02' . 8,_0 11 1-3/4 SOLID CORE WOOD - BLD.STD. BLD.STD. B-1 1 a NEW BUILDING STANDARD C1 05D 105 - OFFICE EN1TRANCE7 C A 3 1-011 $41 6 81-013 8#-01' 1-3/411 1-31/403 GLASS MTL. & GLASS WOOD WOOD - - BLD.STD. BLD.STD. BLD.STD. BLD.STD. B-2 A-2 1 d Q x Z2 NEW HERCULITE TEMP GLASS DOOR & HARDWARE EXISTING DOOR TO REMAIN CR)0 -7 UPPER CABINET W/ADJJST. SHELMNG, TYP. MEN w3mmim, KI 4#-581 2*-3- e. HARDWARE MFR: OUTWATER STYLE- PULL-751-BN CONTACT. WIN.OUTWATERCOM CABINET ELEVATION CABINET ELEVATION DOOR HARDWARES 8 n � �4 SCALE: 3/8"=l'-0" SCALE: • 3/8'*=V-01" SINGLE OR PAIR OF GLASS DOORS PAIR WOOD OR HOLLOW METAL DOOR 1. SCHLAGE V LEVER SERIES LATCHING HARDWARE FOR USE ON INTERIOR CLOSING DEVICES Al. SINGLE STOREFRONT GLASS DOOR Cl. STANDARD DOOR DOORS, BRUSHED ALUMINUM FINISH, CYLINDRICAL WITH MATCHING 1. WIN 41 10 SERIES CLOSER FOR CONDOR DOORS, ALUMINUM FINISH. OPERATING HARDWARE MS 1850S BUTTS 50 T88 STRIKE 40' kF.F. TO CENTERUNE OF LEVER. a. 4030 BF - TYPICAL DOORS CYLINDER GUARD MS 4043 STOP W1276 C.C.S DNPD - F86 - STOREROOM LOCK b. Mg. EFFORT TO OPERATE MORS 1. ORRIOR DOORS - 8.5 LBS. EAT INDICATOR 4089 BOLTS FB8 OR FB7 b. D9IPD - F82 - ENTRANCE LOCK - 2. INTERIOR DOORS - 5.0 LB& THRESHOLD 200D c. 05WD - F82 - OFFICE LOCK 3. ARE RAID DOORS - 15 0. C14 C2, STANDARD DOOR WITH CLOSER: d. DM - F75 - FASSME LATCH c. A CLOSING DEVICE MUST BE USED ON ALL FIRE RATED DOORS. A2, PAIR OF STOREFRONT GLASS DOOR BUTTS 450 T88 e. 070PO - F84 - CLASSROOM LOCK BUTT HINGES: 1. HAGER - 700 BUTT HINGES, 2 PAIR, FINISH TO MATCH DOOR OR APPROVED EQUAL 2 x 8 WOOD BLOCKING BEHIND (3 POINT LOCK) STOP W1276 C.C,S EQUALUSE HAGER BB-700 AT DOORS W/CLOSERS. WALL BOARD. OPERATING HARDWARE ms 18505 BOLTS FB8 OR FB7A !NOT USED 2. N . 2SIZE 0, 4 1/2' X 4 1/2' FOR 1 3/4' DOORS PROVIDE 3/16m STEEL END PLATE THRESHOLD BOLT 4015 CLOSER 8581 BF b. 3 1/2' X 3 llr FOR 1 3/8' DOORS AS SHOWN, WELD TO CHANNEL. HEADER BOLT 4085 1 VON DUPRIN 99 SERIES PANIC DEVICE OR APPROVED EQUAL c. MANUFACTURER'S GUIDELINES FOR ALL OTHER DOOR THICKNESSES. CYLINDER GUARD MS 4043 C3. FIRE RATED DOOR: 9975L X 575 -ANGLE DOOR 3. 14A PARS FOR DOORS 9T AND AN ADS PAIR FOR EM 3T OR WOON THEREOF. 3/8" DIAMETER LAG SCREW EXIT INDICATOR 4089 BUTTS 450 T88, b. 9947L X - PAIRS OF DOORS (CONCE4M VERTICAL RODS) 4. OVER 42' WIDE - FOLLOW MANUFACTURERS GUIDE.FULL 5, ALL WW OUT SWING DOOR BUTTS SHALL, Pr MADE OF NONFERROUS <1_ PENETRATION INTO 2 x 8 WOOD BLOCKING THR S STOP W1276 C.C.S DELETE: 355M COR2, FB8/7 MATERIAL ANL HI D SHALL HAVE STAINLESS STEEL. PINS, MOKOP� 6-rKIK5 S+002- CLOSER 8581 BF PROVIDE' 297DS, 293DP AT FIRE DOORS 6. ALL EXTERIOR OUT SWING DOORS SHALL. HAVE NON-REMOVEABLE PINS 7. ALL FIRE PAD DOORS OR DOORS 0 CLOW OM SI& W BALL OR WA SING D R O 4 M AL R SEALS S88 - c. 9927L -PAIRS OF DOORS (CONCEALED VERTICAL RODS) BOLTS. 81. 1 STANDARD DOOR: BOLTS F88 OR F97 DELETE 355CS, COR2, FB8/7 1. MANUAL FLUSH BUTS BUTTS 450 T88 ASTRAGAL 357D PROVIDE. 297DS, 293DP AT FIRE DOORS o. TRIMCO 3917 OR APPROVED EQUAL b, LENGTH TO SET AS FOLLOWS: STOP W1276 C.C.S COORDINATOR COR2 d. USE SCHLAGE 20-001 (1 1/4) CYLINDER. 1. BOTTOM BOLTS 12* e. USE FIRE RATED HARDWARE WHERE REQUIRED, 2. TOP BOLTS 12* FOR DOORS TO 80' 3. TOP BOLTS 24* FOR DOORS TO 85' TO 96' 81 STANDARD DOOR WITH CLOSER- C4 EXTERIOR DOOR: 4. TRIMCO 100 SERIES PUSH/PULL PLATES OR APPROVED EQUAL. 4. TOP BOLTS 36' FOR DOORS OVER 96' BUTTS 450 T88 BUTTS 450 T88 0. 1001-3 PUSH PLATE 2. AUTOMATIC FLUSH BOLTS. STOP W1276 C.C.S STOP W1276 C.C.S b. 1014-3 PULL PLATE F07 OR APPROVUAL FOR HOLLOW METAL DOORS. ED EQ b. G.J. FM OR APPROVED EQUAL FOR WOOD DOORS. CLOSER 8581 BF CLOSER 8581 BF 3. AUTOMATIC FLUSH BOLTS MUST BE USED ON ALL PARS Of FIRE DOORS. SEALS S88 ALL DOORS SH-ALLE CONSISTENT WITH BLDG. 9MWD SPEC. NO aCOTION STOPS. 1. BRASS BUILDERS WORKS MI (US320 SATIN OME), OR APPROVED EQUAL TYPICAL, CABINET DETAIL DRAWER CHANNEL AT FRONT EDGE OF COUNTER AS INDICATED. B3. FIRE RATED DOOR: BOLTS - HEADER THRESHOLD FB8 OR FB7 THE DOOR AND FRAME SHALL BEAR AN APPROVED LABEL OR OTHER IDENTIFICATION, SHOWING KICK PLATES: 7 BUTTS 450 T88 1/2" EMBED. THE RATING THEREOF, FOLLOWED BY THE THE LETTER 15'. THE NAME OF THE MANUFACTURER, I. TRIMCO 1024 OR APPROVED EQUAL SCALE: 3'=l'-O" STOP W1276 C.C.S FULL LENGTH STEEL ASTRAGAL 357D AND THE IDENTIFICATION OF THE SERVICE CONDUCTING THE INSPECTION Of MATERIALS AND 2. SIZE AS FOLLOWS: IT w CLOSER 8581 BF DOOR SHOE 216DV a. X 2' LESS THAN MDR WIDTH - SINGLE 00 WORKMANSHIP AT THE FACTORY DURING CONSTRUCTION AND ASSEMBLY. DOORS SHAH. BE b. 10, X 1* LESS THAN DOOR WIDTH - PAIR OF DOORS SEALS S88 THRESHOLD 200D MAINTAINED SELF -CLOSING OR SKI BE AUTOMATIC CLOSING BY ACTUATION OF A SMOKE WEATHER STRIPPING: 3/4" MELAMINE TOP WITH EDGE BAND 84. EXTERIOR DOOR: C5. BY-PASSING DOORS- DETECTOR IN ACCORDANCE WITH SECTION 713.2. SMOKE AND DRAFT CONTROL DOOR 1. PEMKO 200D THRESHOLD -OUT SWING EXTERIOR DOORS. 2. PEMKO 2160V W SHOE - OUT SWING EXTERIOR DOORS. BUTTS 450 788 TRACK ASSEMBLY BY DOOR SUPPLIER ASSEMBLIES SHALL BE PROVIDED WITH A GASKET SO INSTALLED AS TO PROVIDE A SEAL WERE 3. PEMKO S88 HEAD & JAMB SEAL - ALL EXTERIOR AND FIRE RELATED DOORS. 3/4° CABINET DOOR W/EOGE STOP W1276 C.C.S THE DOOR MELTS THE STOP ON BOTH SIDES AND ACROSS THE TOP. CBC SECTION 1004.3.4.3.2. 4. PEMKO 3550S ASV" FOR INT94OR DOC-) (SEE LATCH GUARDS FOR EXTERIOR DOORS). BAND ON ALL 4 EDGES. n`SH BOTH SIDES PL-1 ALL VERTICAL SURFACES CLOSER 8581 BF LATCH GUARD: SEALS 588 CONTRACTOR TO PROVIDE CALLOUT KEYNAY WITH DOOR/RWWARE FROM MMffTAL 1. G.J. LP-2 SINGLE EXTERIOR DOOR 3/4* x 2 1/2" HARDWOOD BACK WEB FRAME LATCH GUARD LP2 2. PEMKO 357 (ASTRAGAL) - PAIRS OF EXTERIOR DOORS KEYING: AS DIRECTED BY NO AND ARCHITECT. FASTENED TO STUDS MEL M = THAT ARE RELOCATED AND W = THAT ffij HOT NMED. THRESHOLD 200D NOTE: REMOVE AND COVER WITH MATCHING 90A115- STORE MMQ- SIDELIGHT:204 1. 2*-T X 8'-10'VODULEX* PRE -FINISHES METAL SECTION. PROVIDE 2 TWO #8 SMS INTO FA, STUD W/ DOOR SHOE 216DV WHERE POSSIBLE RE -USE DOORS AND FRAMES HARM FOR ME REUSE LATER, COLORBLACK 4" X 18 GA. STEEL BACKING TO CONTINUE 1 FULL STUD BAY BEYOND AND CTR. FASTENING IN STR. BACKING. REF. DETAIL DOOR NOTES DOOR TYPES 1/4- MELAMINE BACK 3/16" DIA. HOLES FOR SHELF SUPPORTS 1.) REFER TO THE PLANS AND SPECIFICATIONS FOR ADDITIONAL DOOR INFORMATION. 2.) VERIFY THAT ALL DOORS AND DOOR IIARDWARE MEET THE REQUIREMENTS OF THE CAUFORNIA SCALE: N.T.S. Z 3/4' MELAMINE SHELVES, 1" IF OVER S-O" ADMINISTRATIVE CODE (TITLE 24) AND ALL OTHER OWNING CODES & STANDARDS. WIDE. PROVIDE EDGE BANDS FRONT AND BACK. NOTIFY THE ARCHITECT IMMEDIATELY IN CASE OF DISCREPANCY. 3.) EXIT DM' 12 14 DECORATIVE HARDWARE WIRE PULLS MOUNTED k ALL EXIT DOORS SK41 BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY 0 5.0 VERTICALLY W/ BRUSHED ALUMINUM FINISH (OR OR ANY SPECIAL KNOWLEDGE. 6$-On 3' 0' 3' 0" 61-0" EQUAL) B. ALL DOOR SWINGS SERVING AN OCCUPANT LOAD OF 50 OR GREATER j PROVIDE (2) TWO #8 SMS IWO EA STUD W1 M SWING IN THE DIRECTKIN OF EXIT. CABINET DETAIL SINK 4" X 18 GA. STEEL BACKING TO CONTINUE 1 FULL STUD BAY BEYOND AND CTR. FASTENING 4.) 5.) MOUNT ALL HARDWARE PER LATEST EDITION OF GOVERNING CODES, ALL GLAZING IN DOORS OR WITHIN TWENTY-FOUR (241 INCHES OF ME AND WITHIN SCALE: 3'=l'-O" 6 IN STIR. BACKING. REF. DETAIL 1/4" THK. 1/4" THK. 1/4' THK. 12" SLIMY(601 INCHES OF WALKING SURFACE SHALL BE TEMPERED, ALL GLAZING GREATER GLASS GLASS GLASS CLR. THAN 9 S.F. WIN 18* VERTICALLY OR 36' HORIZONTALLY OF WALKING SURFACE WHOSE 0 7 _1" COUNTER TOP, ALL COUNTER TOPS TOP EDGE IS MGM IN 36* ABOVE THE FLOOR. 7 2 - 6.) LATCHING AND LOCKING DC n, THAT ARE HMO ACTIVATED Wa BE OPENABLE WITH Z TYPE 4" X 16 CA, PL, WITH 2-#10 6 2'-O" S.S. SINK PER PWMBING FIXTURE SCHEDULE A SINGLE EFFORT WITHOUIAOUIRING THE ABILITY TO GRASP THE NOWARE L X 1/2- S.T.S.M.S. FASTENED TYPE A: 1. (LEVER OR PUSH TYPE) MOUNTED 30* TO 44' AM THE FLOOR. CBC CHPT, 10, 10, V_ - EACH STUD (USE 6' PLATE CASEWORK 3/4' BACKSPLASH 7.) SECTION 1023.3.1.8. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING PER THE W/3 S.T.S.M.S. 0 CASEWORK) STEEL STUDS AT CASEWORK ALL ITEMS `NOT OTHERWISE INDICATED 3/4" x 2 1/2" HARDWOOD WEB FRAME (TYP.) REQUIREMENTS OF CALIFORNIA BUILDING CODE, TITLE 24, CHPT. 10 SECTION 1003.3.1.6. 7 A. INTERIOR DOORS - 5 POUNDS . .. . .. . .. . .. . GARBAGE DISPOSAL B. C. FIRE DOORS K15 WNDS TYPE 6" X 16 GA. STUD TRACK NOTCH AND FASTEN TO STUDS TYPE B: ----DECORATIVE HARDWARE WIRE PULLS MOUNTED 8.) ALL INT. DOOR FRAMES TO BE BLDG. STD. FINISHED. SPECIFIED BY BOLE'. NOTES WITH (3) #10 X 1/2- S.T.S.M.S TOILET ACCESSORIES VERTICALLY W/ BRUSHED ALUMINUM FINISH (OR EQUAL) 9.) THE FLOOR AND LANDING SHALL. NOT BE MORE THAN 112* LOWER IN THE THRESHOLD 1. PER CBC 1998 APPENDIX CHAPTER 34 13407.3. EXISTING DOORS LOCATED WITHIN EX, I -FIR. RATED CONDOR SHALL BE EXEMPT FROM MEETING CURRENT CODE REQUIREMENTS. PEG BOARD 1/4- MELAMINE BACK OF THE DOORWAY. BEVEL (1-2 MAK. SLOPE) WERE THE THRESHOLD EXCEEDS 1/4' NEW SHALL 2. RATED DOORS COMPLY WITH CBC CHAPTER 10. IN HEIGHT. COC SECTION 3304(i.1)1. 3. ALL GLAZING WITHIN A 24! ARC OF EITHER EDGE OF A DOOR AND WEN W OF THE FLOOR SHALL d TEMPERED. to 1 3/4' M.D.F. PIPE SKIRT FINISHED 10.) THE BOTTOM 10` OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING DOORS SHALL HAVE 4. ALL EXITS TO BE OPENABLE FROM INSIDE WITHOUT USE OF A 0 OR MY SPECIAL KNOWLEDGE OF EFFORT. CBC CHPT. 10, 6WCS20 - C14 iv1 I W/ P. LAM, ON ALL EXPOSED SIDES A SMOOTH UNINTERRUPTED SURFACE CBC SECTION 3304(d). SECTION 10033.14 EX PANIC HARDWARE TO REMAIN, J - 11 6= A 3/4" CABINET DOORS, TYP. SCORE FACE OF I I.) PROTECT ALL INTERIOR OPENINGS IN RATED CORRIDOR WALLS AND CEILINGS, DOOR AND 5. ALL DOOR HARDWARE SHALL BE LEVER TYPE, PUSH TYPE, OR PANIC BAR HARDWARE CBC CHPT. 10, SECTION 1003.3.1.9. TYPE 16 GA. METAL STUDS MIN. TYPE C: DOOR TO ALIGN W/ ADJACENT DRAWERS MOUNT PULL AT THE SAME HEIGHT AS THOSE DOORS FRAME MUST BE PROTECTED BY A LIGHT -FILLING SMOKE -AND -DRAFT -CONTROL ASSEMBLY GRAB BARS 2 0) WITH DRAWER ABOVE. HAVING A FIRE -PROTECTION RATING NOT LESS TO 20-MIN, WHEN TESTED IN ACCORDANCE 7. ALL GLASS AND GLAZING SliALL BE TEMPERED AND EDGE LABELED IN ACCORDANCE WITH CBC CHAPTER 24. TYP. 3 WALL HUN LAVATORIES SCRUB SINK 2 x 4 WOOD STRETCHERS WITH CBC STANDARD NO. 7-2, PART 0, WITH SELF CLOSURES OR AUTOMATIC CLOSURES PLACES 11/2" FOLDING SHOWER HEADWALL UNIT AT 2'-0" O.C. WITH SMOKE DETECTORS. CBC 1004.3.4.3.2.1 SEAT ICE MAKER MACHINE 21-0" PROVIDE RUBBER BASE, VIE' REF PARTITION PLAN, SHEET A2.1. PROVIDE SM. DOOR ACKING NOTE: INSTALL BACKING PLATES ACROSS MIN. 3 STUD SPACES. BACKING PLATE LENGTH AS REQUIRED TO SUPPORT ITEMS. TYP. MILLWORK SECTION' QLDG. Q0, 5 SCALE: low _j NITS SCALE: NTS (I-MWSE,-Ol.dwg) B2011T ILM PIANIOM is DISM 2916 RIDRU AVE= =WING =01, C o0ou MWAI cumm" 92m 714.43L38U mm Vint 5 a yti 444 m 7_0 Met I a JL Lo "' f R u ur) u ur) r N U) \10 C14 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY Or BOLE' INTERNATIONAL AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF BOLE' INTERNATIONAL, THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOLE' INTERNATIONAL. REVISIONS: CV3 Started 10119V Revisions per plan check on 11/1&04 PARTICIPANTS FIWTMMRY�� CHECKED BY: DESIGNED BY: J.A. PROJECTINFO USABLE: RENTABLE: PROJECT: JOB: FSW DATE: 10/19/04 SCALE: AS NOTED SHEET NAME DOORAND EQUIPMENT SCHEDULES SHEET A2.1 P SC' STOR. 143 TYP. P C AMMON. Z, p 2 2 P.O. . . . . . . . . . . P Fl 02 1, F105 o�f 0or .00r r72 OPEN _40 01/ OFFICE P /WF\ `r { t ISPLm­_`­ RECEP. WF ENTRY ALM Aft K17 17, 1 I F-I DISPLAY 147 V NOTE: NOTE: REFER TO "STYLE" INTERIOR DESIGN, INC. REFER TO "STYLE" INTERIOR DESIGN, INC. FINISH DRAWINGS FOR ANY CLARIFICATION OF FINISH DRAWINGS FOR ANY CLARIFICATION OF ALL PAINT, CEILING, FLOOR AND ALL FINISHES. ALL PAINT, CEILING, FLOOR AND ALL FINISHES, N I A N PLAN FINISHREFELCTED CEILING PLAN SCALE: 1/8*--l'-O 2 SCALE: 1/8"=1'-0*' FINISH LEGEND: FINISH PLAN SPECIFIC KEY NOTES GENERAL CONSTRUCTION NOTES REFLECTED CEILING LEGEND REFLECTED CEILING PLAN SPECIFIC NOTES MANUFACTURER: FRAZEE MANUFACTURER: LSI 1. NO COMBUSTIBLE MATERIALS SHALL 13E USED IN THE PLENUM SPACE, INCLUDING ALUMINUM PAINT COLOR: TBD STYILE: EARTH SERIES HAMMERED ALUMINUM COLLECTION PAINT THROUGHOUT SUITE. FLEX, ALUMINUM CONDUIT, AND POT METAL CONNECTORS, NOT IN CONTRACT EXISTING CEILING GRID AND TILES TO REMAIN. REPLACE, PAINT GRID AND ALUMINUM COLOR: 5014HE (EMBOSS FINISH: T.B.D. STRIPE SIZE: 4"06"x178" (RE}} CUSTOM SIZE( 2. ALL JUNCTIONS BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR SERVICE SHALL J TILES AS REQUIRED FOR NEAR NEW LOOK. CON TACT: CPS GARTEN CORP 809-367-8 05 PATCH AND REPAIR AS REQUIRED, MATCH EXISTING FINISHES (INTE-IOR AND BE LOCATED OVER ACOUSTICAL CEILING. NO ACCESS HATCHES SHALL BE INSTALLED IN THE EXISTING LIGHT FIXTURES TO REMAIN TO BE REARRANGED AS REQUIRED PEN MANUFACTURER: FRAZEE LOBBY) GYPSUM BOARD CEILING WITHOUT PRIOR APPROVAL BY ARCHITECT. (NO EXCEPTION) EXISTING 2'x2' CEILING GRID 0 +8'-10" A.F.F., U.N.O. NEW LAYOUT. (T.Y.P.) PAINT COLOR: TOD 3. LOCATE RECESSED DOWN LIGHTS, WALL WASHERS, SMOKE DE&CTORS, EXIT SIGNS, W/ 2'x2' TILES ON T-BAR GRID, FINISH: T.B.D. + DENOTES CHANGE IN FLOORING. SPEAKERS, ETC. IN CENTER OF 24^X24* PORTION OF 24X48* CEILING TILES, U.N.O. EXISTING OR RELOCATED 2'x4' BUILDING STANDARD PATCH AND REPAIR REFLECTED CEILING AS REQUIRED FROM DEMOLITION. 4, ALL NEW FLUORESCENT LAMPS WILL BE BUILDING STANDARD, SAME COLOR AND ��-FLUORESCENT LIGHT FIXTURE W/ ACRYLIC LENSES MANUFACTURER: ATLAS MANUFACTURER. REFER TO ENGINEERING ELECTRICAL LIGHTING PLAN STYILE: INIZIO 5. PROVIDE SWITCHES AND LIGHT SENSORS FOR OPEN AREAS AND PRIVATE OFFICES. ACTUAL CARPET COLOR: 1258 MOSS AGATE TBD TO BE DETERMINED LOCATION OF ALL SWITCHES TO BE DETERMINED BY ELECTRICAL ENGNEER, 2x4' BUILDING STANDARD LAY —IN EMERGENCY LIGHT FIXTURE SIZE: N/A 6. PLACEMENT OF LIGHT FIXTURES IN AREAS WHERE W41N DUCTS MAY CAUSE INTERFERENCE WITH BATTERY BACK-UP WITH W/ W/ ACRYLIC LENSES. CONTACT: TM KY 949-463-1412, 8W-367-8188 W. 23M MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION, REFER TO ENGINEERING ELECTRICAL LIGHTING PLAN 7. FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES, SPRINKLERS, ETC., AND NOTIFY ARCHITECT RB MANUFACTURER: BURKE OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC. REMOVED FLUORESCENT LIGHT FIXTURE RUBBER TYPE: T.B.D. 8. NOTIFY ARCHITECT OF MY DISCREPANCIES BETWEEN ARCHITECTURAL AND ENGINEERING _j WE COLOR: TBD DRAWINGS AND OBTAIN CLARIFICATION BEFORE PROCEEDING WITH WORK IN QUESTION. 9. LOCATION OF CEILING DEVICES, SUCH AS AIR DIFFUSERS, GRILLES, LIGHT FIXTURES, ETC., NEW TRACK LIGHT FIXTURE BY DESIGNER MANUFACTURER: T.B.D. NOTE: ALL FINISHES AND LOCATIONS OF FINISHES TO BE VERIFIED AND SHALL BE AS SHOWN CN THE ARCHITECTURAL REFLECTED CEILING PLAN WHERE EXISTING SURFACE MOUNTED EXPOSED FLUORESCENT LIGHT VCT VINYL APPROVED PRIOR TO INSTALLATION,_ DISCREPANCIES IN LOCATION OCCUR, THE ARCHITECTURAL PLAN SHALL GOVERN. NOTIFY SIZE: 12"xl 2" ARCHITECT OF ANY DISCREPANCIES FOR CLARIFICATION, FIXTURE FLOOR COLOR- TBD 10. CONDUIT ABOVE CEILING MUST BE A MINIMUM OF 12" ABOVE THE CEILING GRID, EXISTING, RELOCATED OR NEW BUILDING STANDARDS EXIT SIGN ILI b 16 MANUFACTURER: LSI 11. VERIFY ACTUAL CEILING GRID LOCATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. WHITE W/ GREEN LED AND 90 MIN. BATTERY. ARROWS AND - WF STYILE: EARTH SERIES WOOD COLLECTION 12. MOUNT LIGHT SENSORS WITHIN 12' OF EDGE OF DOOR SWING & MAINTAIN CONSISTENT FACES PER PLAN. EXIT SIGN TO PROVIDE 5 FOOT CANDLE WOOD COLOR: 1012 DIMENSION THROUGHOUT. ILLUMINATION [C.B.C. 1003.2.8.21. ALL EXIT SIGNS & EXIT FLOOR SIZE: 3'x36xl/8" STRAIGHT EDGE 13. SPRINKLER INSTALLATION METHOD SHALL REFLECT THE INSTALLATION OF SPRINKLER HEADS ILLUMINATION TO BE ON BATTERY BACK UP POWER & SEPARATE CONTACT: CPS GARTEN CORP 800-367-8505 CIRCUIT [C.8,C.-1003.2.8.5). NOTE; LIGHT AND VENTILATION PER C.B.C.E-C, 1202, TO THE CENTER OF THE TILE PATTERN. J_ C MANUFACTURER: LSI 14. CEILING HEIGHT SHALL BE 10'-0* U.N.O. MIN. OF 15- _CEMM OF OUTSIDE AIBPER OCCUPANT 15 REQUIRED. WOOD STYILE: EARTH TREAD PLATE COLLECTION NOTE- DENOTES LIGHT SWITCH OD" - INDICATES DIMMER SWITCH REERENCE ENGINEERED PLANS FOR LIGHTING SPECS COLOR: FIELD GREY 5022 EXIT SIGNS SHALL BE SELF —LUMINOUS TYPE OR ELECTRICALLY ILLUMINATED ENERGIZED FLOOR SIZE: 24"X24"x1/8" FROM SEPARATE CIRCUITS, ONE OF WHICH SHALL BE FROM STORAGE BATTERIES OR AN CONTACT: CPS GARTEN CORP 800-367-8505 ONSITE GENERATOR. R DENOTES LIGHT EXISTING RELOCATED B 10 rile, l9k. PL&mm(; & DXSM 2916 lam= AVRNM 21173MING 2201, 8iTTiB c COVIll VZOA, CUMRMA, 92m 714.43OM34 "WELOM-6 -kik-11 P4 44 , u T C-4 �D u N CI) \10 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF BOLE' INTERNATIONAL AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF BOLE' INTERNATIONAL. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOLEANTERNATIONAL. REVISIONS: Ws Started M9,04 Revisions per plantheck-onlIA&W PARTICIPANTS DRAWN BY: F.J. CHECKED BY: DESIGNED BY: J.A. USABLE: RENTABLE: PROJECT: JOB: FSW DATE: 10/19/04 SCALE: AS NOTED mam-11-c-180 mum SHEET ; tl /pr\ 2 L A PANEL 0 SUPPORTS BY TEXT TEXT ISO I o )I OTHERS Alf f MURAL MURAL MURAL TEXT MURAL 1 113 P# 10 lXlf2 1 3 /Itl 2 b'j V2 L TEXT C4 Ile ---- i j=31 T FT TEX 4� TEXT 4 ? , f ...................... r 1 3 1 121-211 2'-9" �-6 112" 3 —4## 5" S-0 1/2"1 1L 3'-10 1/2" 1-5 1/2 4 SIDE FRONT ELEVATION SIDE "NOTE: WALL IS CURVED -L- v " " \"' " — 0 SCALE. 1/2- (DSCALE-." '1/2"'= '-��'SCALE. 1/2- SCAV-- SCAtL- - COLUMN DETAIL 1/2' = 1'-6" 8 CURVED LIFESTYLE MURAL WALL ig - r-o- 7 r-- START STRIPE WHERE SHORT -MVrl 10C kf T 11 EXISTING INTERIOR OF STOREFRONT ^ r- CABINETRY BY I 42" PLASMA BY IT CLIENT — WINDOWS W/ TEMP GLASS & MTL. FRAMES SYSTEM zo If ------ —.-][ N.=-/ DESIGNER CABINETIM, GNER�� OPEN OPEN UC REF BY DESI 3NER CABINETRY BY DESIGNER WALL VISIBLE INSIDE CABINETRY CABINETRY BY DESIGNER B M 0 11 1 E, PLIkEMG it 'ossm Mirl Avmm mmG not, Emu C COSTA 7AISA, CALUMMU 928M 714.438.38M weigmawlaWAS - makpl'T 74A 19 i'M Es MI "umv"i 71m, �w_ A". m 0 ft p t-1 U �cq ur, � u HUH, PI-4 (1) � �4 Z 414 t. LT-1 t u N U") cq THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF BOLE` INTERNATIONAL AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF BOLL' INTERNATIONAL. THIS DOCUMENT SHALL NOT BE P rPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOLE' INTERNATIONAL. REVISIONS: Rev isions per plan cl;c4:k on I I /1 &-04 Z—\, A PARTICIPANTS DRAWN BY: F.J. CHECKED BY: DESIGNED BY: J.A. v I wom ; Lim w me I USABLE: RENTABLE: PROJECT: JOB: FSW DATE: 10/19/04 SCALE: AS NOTED SHEET NAME INTERIOR ELEVATIONS & DETAILS om SHEET 6'-0 0 - MARKER TRAY: -------- -------- > THIS DOOR TO REPLICATE 0 ACTUAL DOOR IN UNITS - REFER TO ARCHITECT FOR MORE INFORMATION ----------- OPEN TO BEYOND GYP ARBD WNG PER CHAIN ITECT to 0 NE7 WRAP P-3 ON TO WALLADJACENT —5 1/4" ABINETRY B ABINETRY B ABINETRY OPEN TO BEYOND 'X T OPEN TO BEYOND —7 DESIGNER DESIGNER DESIGN V4 T to IT7 PROVIDE HINGE \4 DOOR TO HINGE IL 0 DOWN AT THIS - I 2 7 POINT Li to CANOPY SIDE VIEW A THELOFTSROLL DOWN DOOR SC AM- 8 DISPLAY AREA PRODUCT KIOSK WALL SCAM 8 DISPLAY AREA ENTRANCE TO THE PARKS & ACCESSIBILITY SCALE 1/2' f-o* 7 = nVA nAlKIT f%nAr%r MARKER TRAYS: MFR: MYWHITEBOARDS.COM STYLE: AL-8260-4 QTY. 3 (S-3 1/2" EACH) GARAGE DOOR SUSPENDED ABOVE FINAL P2 LOGO SCALE 1/20 = 11_0' 61 THE LOFTS n 2X4 PAINT GRADE WOOD PLANT ON -"-",PAINT -CHANGE LINE "AN mo 8t-1 1 't sc".. I 1/f - 11-V 1 5 I u') I I - - - - - - - - - - - - - - - - - Kv 6 L3A" 7'-3)' 6 THE LOFTS UNIT PLANS I m PAINT CHANGE LINE ri 'JUML; 1/2* = 11-v 1 4 B.0 1111, ILM PIANKM & DEM "16 maim tvmm 111=0101 Noll 9 c corn muk cumm" "on 714.,"B.SM 03. 7wv E, R 30 m- THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY Of BOLE' INTERNATIONAL AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF BOLE' INTERNATIONAL. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOLE' INTERNATIONAL. REVISIONS: Ws Stated 10A904 Revisiorn per plan dieckon 11/1M PARTICIPANTS DRAWN BY: F.J. CHECKED BY: DESIGNED BY: J.A. PROJECT INFO USABLE: RENTABLE: PROJECT: JOB: FSW DATE: 10/19104 SCALE: AS NOTED SHEET NAME INTERIOR ELEVATIONS & DETAILS SHEET THE LOFTS CORRUGATED METAL WALL THE LOFTS RENDERINGS THE LOFTS KITCHEN'DISPLAY'Iqmr--- ...... .... com D;0 at v E' 1,06.9 PUmm a Dm(;N 2916 mw2lu AVE= lAry >INGi ii. mm c C00ft WSA* CUMMIA 926w 714.438.35U f9mon, lu THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF BOLO' INTERNATIONAL AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF BOLE' INTERNATIONAL. THIS DOCUMENT SHALL NOT BE REPRODUCED OR M)DIFIED IN ANYWAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOLE' INTERNATIONAL. REVISIONS: CD's Stared 1019,W Revisions per plan check on 11/1904 PARTICIPANTS DRAWN BY: F.J. CHECKED BY: DESIGNED BY: J.A. USABLE: RENTABLE: PROJECT: JOB: FSW DATE: 10/19/04 SCALE: AS NOTED INTERIOR ELEVATIONS & DETAILS afoul , wm THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF BOLO' INTERNATIONAL AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF BOLE' INTERNATIONAL. THIS DOCUMENT SHALL NOT BE REPRODUCED OR M)DIFIED IN ANYWAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOLE' INTERNATIONAL. REVISIONS: CD's Stared 1019,W Revisions per plan check on 11/1904 PARTICIPANTS DRAWN BY: F.J. CHECKED BY: DESIGNED BY: J.A. USABLE: RENTABLE: PROJECT: JOB: FSW DATE: 10/19/04 SCALE: AS NOTED INTERIOR ELEVATIONS & DETAILS afoul , wm VCT METAL STUD (SEE PARTITION PLAN) NOISE BARRIER 13ATT ROOF SHEATHING ... . . ... .. . .. . . .. . ............... . VINYL TRANSITION STRIP 3 7/8 5/8" TYPE Y GYP. BD. INSULATION WHERE OCCURS SUB—PURUNS CARPET ✓OUTSIDE SIDE OF 2-5/8- METAL STUDS ROOF TRUSSES 5/8m TYPE Y GYP. BD, ONE LAYER 5/8 TYPE Y INSIDE SIDE OF 2-5/8 METAL STUDS GYP. 8D. ON EACH SIDE z R— 11 NOISE BARRIER BATT METAL STUDS ICBO 2274 INSULATION WHERE OCCURS If .—METAL STUDS PRE —FINISHED ALUM. BREAK ,)(CT/ CARPET TRANSMON METAL TO MATCH EXISTING METAL DOOR FRAME STOREFRONT PAINT TO COPE FLANGE OF CERAMIC TILE. MATCH WALLS STUD AS REQUIRED —THINSET DIAGONAL BRACING SCHLUTER, 1/8-W x 1/2-D V A 4 AT Oc. T O SHAPED DIVIDER, NICKEL FINISH, NEOPRENE CARPET. DOOR HARDWARE PER SCHEDULE CASKET EQ. EQ. EQ. —LATEX SLOPE 1/8".12" t7 'Z -:7 7' 7'7 NOTE: BRACING SHALL BE COMPLIANCE WITH C.B.C. SECT. 1611.5 EXISTING GLASS & FRAME FOR LATERAL BRACING OF WALLS. CERAMIC TILE Z CARPET TRANSMON NOTE: DO SCREW INTO RASE BUILDING M1UWONS I A BRACING PERPENDICULAR TO STRUCT. TILE/ VCT TO CARPET TRANSITION TYP. DOOR HEAD/JAMB SIM. PARTITION TERMINAT ING @ MULLIO ABOVE DETAIL SCALE- NTS 16 r, , A SCALE: N.T.S. awt SCALE: N.T.S. 12 SCALE: N7S DOOR JAMB BEYOND DOOR — SEE SCHEDUL CARPET — SEE SCHE JOHNSONITE VINYLE Tf STYLE CTA—XX—A (CO MATCH RESILIENT FLO OR APPROVED EQUAL) RESILIENT FLOORING WHERE OCCURS RULE E ANSI"nON LOR TO )RING FOR BRACING TO STRUCT. ABOVE TAPE W/ JOINT COMPOUND & SAND SMOOTH TYPICAL. ATTACH BRACING TO TOP TRACK W/ 2 - #8 SCREWS 5/8" TYP. "X" GYPSUM AC CEILING TILE BOARD AT BOTH SIDES. REFER TO REFLECTED PLAN FOR SPEC. CONT. MTL. CASING BEAD TYP. RSC PEMKO NEOPRENE GASKET SEAL AT REGULAR CEILING TERMINATION Z FOR METAL STUDS, SEE METAL STUD SHALL NOT ATTACH TO CLG. GRID STUD TABLE ON THIS SHEET CUT CEILING GRID AS REQ'D. 0 woc "V" rva on METAL CORNER BEAD W/ ICBO NO 1632, 0/ EACH SIDE 77"777777 '.- JOINT COMPOUND & SAND SMOOTH OF MTL. STUDS. REFER TO TYPICAL. FLOOR PLAN FOR MTL. STUD SPECS. Lj NOTE: TRIM TO COMPLY WITH REQUIREMENTS FOR CHANGES IN LEVEL. REFER TO C..B.0 SECT. 11248.3. 15 CARPET TO RESILIENT FLOORING WALL CORNER TIPAI Offi@M%ETOF SUSP. CLG. SCALE- NTS SCALE- NTS SCALE: N.T.S. (I-PAUS-Ol.dwg) 3 FOR BRACING ITO STRUCT. ABOVE 4-1/2" TEMPERED GLASS PER U.B.C. SECTION 5406 1 F-1 / EXISTING WALL. A 2 1/2'x 20 GA. RED - BATT INSULATION (WHERE SHOWN IRON TOP TRACK. ON PLANS), INSULATION WHERE OCCURS 2 1/2" 20 GA. RED IRON SEE P �.AN). 5/8" TYPE "X" GYP. BD. 0/ MTL. STUD 31.dwg) STUD @ 24 O.C. FRAMING 2 1/2"x 20 GA. RED 16 GA. 2x6 MTL STUD 1/2" ALUM, C-CHANNEL INSERT IRON BOTTOM TRACK CONTRACTOR SHALL DETERMINE HOW TO 18/25 GA. MLT. STUD 0 24 O.C. REF. SHEETS FRAMING TO UNDERSIDE ATTACH IRON TO AVOID INTERFERENCES. A-2, A-3 FOR SPECS. & LOCATIONS. OF MTL DECK (2) CONT. STRIPS DBL. FACE VINYL TAPE - TYPICAL REPLACE TILE AND GRID 9 AS REQUIRED. REFER TO FINISH PLAN FOR FLOOR si BASE SPECIFICATIONS PRE - FIN. ALUM, PIVOT LED OVERHEAD DOOR FRAME & HARDWARE CLR. POLISHED TEMPERED TOP OF FLOOR SLAB CONCEA1/2 BRUSHED STAINLESS -GLASS. SEE SPEC SHEET FOR INSTALLATION REQUIREMENTS AND PARTITION, SEE PARTITION STEEL TOP RAIL 9 INDUSTRY STANDARDS PLAN. CONT. STUD CHANNEL - FASTEN TO 1/2" TEMPERED GLASS CONC. FLR. W/POWER DRIVEN FASTENERS HERCULITE DOOR (N) FINISH FLOOR (CLEAR) 0 48" O.C. MAX. & 6" MAX. ENDS - TYP. 1-3/4' (E) CONC. SLAB USE "HILTI" OR EQ. SHOT PIN. APPROVED ICBO FOR ALL SIZES NO. 2388, OR REDHEA A 00 SHOT PIN (I.C.B.O. #1147) .. VN_ 'HERCULITE'DOOR HEAD NEW GLASS WALL SYSTEM NEW WALL TO EXISTING SL^B CONNECTION SCALE: NTS 14 SCALE: NITS 10 SCALE: NTS 6 SCALE: N.T.S. 2 2 1/2-x 20 GAMETAL STOP SPACING (O.C.)-­,, STOP DESIGNATIOT STUD AT 2412' !" O.C. NOTE! N(TYP) 2 1/2-x 20 GA.CONT.METAL ROOF STRUCTURE NOTES SECTION / GUAGE (TYP) 2 1/2" 20 GA. MTL. STUDS t PLYWOOD ROOF SHEATHING WALL HEIGHT---,, Up •i,o 1O'_O" 16- D.C. WITH 5/8' GYP. 80. EA. SIDE CHANNEL SUPPORT #10 r !n- eTI F TAPPINA qI4FrT UrTAI PROVIDE 1 1/2' STEEL PIPE SUPPORT DAI TVrN TA CI t)00 & PADKIMC A tktn I SCREW 0 12" D.C. 1-1/2" x 7/8" BRUSHED STAINLESS STEEL TRACK ATTACHED 70 130TTOM TRACK W/#10 . N' SELF TAPPING SCREW 024" D.C. 2x BLOCKING 0 2'-0" D.C. . , BETWEEN PERPROOF MEMBERS 04, 74h, 11 WHERE REO'D. m "a�c' snitsPROVIDE NOTE. nriit ­­ . __ ­­ — _ I UP TO I0*_w 12* ?Sig Z Up To 131-W 1 UP TO W-W IV 250= UP TO II-r I UP to 24' 60%J t. I %.W lof - I I I — I - — Ld I I r VA '4 A 11 IA 2-1 ML ZliIIJU3 111014AILU AML MLIAL ')IUU ul 11 OF AND WALLS, AND 10'-0" O.C. 0 LONG —J� . .......... CEN NG CLIPS -rl-'-T' -T] IT. T-FT-IT, f METAL-LITE SLIP TRACK. (2) #8 RUNS STRAPPED TO MTL. STUDS TOP AND XT I I . R, ll )1 1' 1 BOTTOM. uj I AIR11- SCREWS INTO STRUCT., WOOD 1-1/2' > N CONT, STUD CHANNEL FASTEN TO llit MIN. PENETRATION CONC. FLR. W/POWER DRIVEN FASTENERS 1/2' EXISTING ACCOUSTICAL CEILING A AQ" A P IiJAV .0. 12-0 LJAV CkfF%t' 41111V%IIUML — CAULKING 2! MTL. STUD FRAMING TOP OF FLOOR SLAB SEGON 1 1/2' x 7/8- C14 BRUSHED STEEL CHANNEL 1 1/2DIA. STEEL PIPE FASTENED CENTER LINE CLIPS 5/8GYP. BD. 20 WU 'W MUM wx Mr. (O.C.) DEMAWN IDIx to. MQ Ir IV ze Ir DESOWW Gomm sow= bow= aac= 80w= IF TO Ir-f Ir 250= tv TO gir-W W 70 17-"2'— _77—zSocCl0 LIP TO 2e_V IV To tol-V w 294= UP TO V_w tv TO 1T-11' ir 3&%= IV 'to V-0* 'T20 TO 'L-V uupp w'r —1 $00=0 is "= *00, slam WAX Mr. (Oz) DMOATON MAX wt (0.0 Doom" OP 70 le-V Ix 350C^13 UP 70 2r-r• 2e 000=8 UP 10 IT-W IV 3586CI—A UP TO 35•-r 12- W=18 UP V 14--e 24' 35=18 IV ac=16 UP To W-0* Ir W=19 UP M 27*-0' 2C 60=18 I UP 10 W­r IV 6=19 I MANUFACTURER'S ASSOCIATION AND AFFILIATED MANUFACTURER'S ASSOCIATION AND AFFILIATED MANUFACTURER'S, ICBO NO 4943. ALL STUDS WILL BE SECTION TYPE "IC" (FOR 25 GA MATERIAL) OR "CC". THIS TABLE DESIGNATES STUDS FOR NON —BEARING INTERIOR WALLS ONLY. THE STUDS IN ARE LATERALLY UNBRACED. THE HEIGHTS ARE BASED ON WEB PUNCH —OUTS MINIMUM OF 1.3 TIMES THE WEB HEIGHT FROM THE EDGE OF BEARING. DEFLECTION LIMIT IS BASED ON L/240. iv towns. rLK. FASir.140 IQ WK. FLR. W/ 1 1/2- REHEAD W/POWER DRIVEN ACTUATED TOOL, AS REQ. 1 3/4 NEOPRENE PAD 114"j6 x 1 1/8" EMBED t.0 24" D.C. - NO SPECIAL INSPECTION REQUIRED 16 CA= GC' Si11D5: (W DM"TM (0.0 01340mr04 UP TO lit -A, Ir 35=16 UP TO 2r-2" 24" • W=16 UP TO vr-e fir 3=16 UP TO Ir 30=15 UP TO 15*-r 2e 35=16 LIP to 35_6' IV e=18 UP TO W-cr Ir 14R0fCIs UP TO 30--w 2V amis UP TO 2r-w , IV W=16 B•0•6•E' PLAMM & Djow 2915 XMML AVAIM BummG ]moil am c COM IMBA, CALVORM 92w 714.438.3M T! • Lai E M Wil 7PTj W-ri THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY Or, SOLE' INTERNATIONAL AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF BOLE INTERNATIONAL. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WIT14OUT THE EXPRESSED WRITTEN CONSENT OF BOLE` INTERNATIONAL. REVISIONS: CD's Started 10119,104 Revisions per plan clita- on 1 I/W04 PARTICIPANTS DRAWN BY: F.J. CHECKED BY: DESIGNED BY: J.A. USABLE: RENTABLE: PROJECT: JOB: FSW DATE: 10/19/04 SCALE: AS NOTED m go womm"m low, DETAIL S )v rt E T SHEET A5.0 Boom== COMPRESSION PIPE STRUT SIZE SCHEDULE BASE ON L R<200 SIZE: MAX. HEIGHT 1/2" X 22 GA. 3/4" X 22 GA. 1' X 20 GA. 6`4" 1-1/4" X 20 GA. 7'-0" 1-1/2" X 20 GA. V-6" 2" X 20 GA. 11r-6" 2--1/2" X 18 GA, 14'-6" 3" X 16 GA. 17'-3" 3-1/2" X 16 GA. 231-3" MIN. OF (2) 12 GA HANGAR WIRES TO STRUCTURE ABOVE (MAY BE SLACK) SUSPENDED oe CEILING GRID TO BE UNDER COMPLIANCE W%C.B.C. 1998 SEC. 2502, NO. 4, UBC 25-2. LIGHT FIXTURE (LESS THAN 56 L.B5.) COMPRESSION PIPE STRUT SIZE SCHEDULE VERTICAL CEILING STRUT SCALE: SCALE: NTS (I-CLCS--01.dwg) 4 MIN.#12 GAUGE 10 HANGER WIRE /�&- 3/8" MIN. CUR. TYP. TO UNDERSIDE 8" OF STRUCTURE ABOVE ACCOUSTICAL CEILING 1. EXISTING CEILING GRID USES #12 GAUGE l 4'- O" O.C. T1'P. ELEVATION SPLAY WIRE HANGERS AT 45 DEG. AND :Ll", 1 1/2" CHANNELS 0 � TIE 2 ADJACENT WALLS TO CEILING 90 DEG. TO EACHOTHER (4 WIRES) 4'-O" O.C. WHERE MAIN & CROSS RUNNER BEGINNING 48" FROM STARTING POINT CEILING IS GREATER THAN OF GRID AND TILE LAYOUT AND IN 8'-0" IN WIDTH. PROVIDE cs BOTH DIRECTIONS 0 12'-0"' THEREAFTER lei1 1/2" COLD ROLLED © o STEEL "C" CHANNELS 0 3/8" MINI. CLR 4 ALL CLEARANCES.TIES TO WALL, ETC.TO CONFORM TO THE 1995 CBC SEC. 710.2, PERPENDICULAR TO+ + 803, 1630, 2501, 2502 AND 2504 AND ___ _ RUNNERS 1997 UBC STD. 25.2. c*, 7/8" HAT TRACK 2. CEILING TILES ARE MINERAL TILES W/ FURRING 0 24" D.C. MAX, UL LABEL AND HAVING A FLAME 0 +p .�.� SPREAD OF 25 OR LESS. SUSPENDED GYP. 14' 0 0 0 BOARD CEILING 3. EXISTING CEILING SUSPENSION SYSTEM TAPE & FINISH SMOOTH IS PER RR/22343 FOR PAINT FINISH. 16'-0" 12`-O" 4'-0 " LARD LID CEILING -TYP. SUSPENDED CEILING DETAIL SCALE. NTS _47) SCALE: 3/32=1'—ti» (I—CLSC-03.dwg) 3 METAL FRAMING, SEE "S" DRAWINGS STOP SPACING (O.C.) --- �-- j TOP DESIGNATION ESES IGN IO(TYP.) (WOOD FRAMING WHERE OCCURS) WALL HEIGHT ----�., ,� 7/8" METAL FURRING CHANNEL UP TO 10'-0" 12" 250IC25 AT 16" O.C. 1 1/2" METAL "C" CHANNEL AT 48" O.C. GYPSUM BOARD - SEE SCHEDULE a. FINISH - SEEui 7 SCHEDULE w ui CONNECTIONAT P'AR "ITIC N SCALE: 3"-i'-O" -FORCE BRA ,ING NOTE. INSTALL BOLT TO SECURE 1. STRUTS OTHER THAN EMT MAY REQUIRE ENGINEERING CALCULATIONS. ONE TUBE TO THE OTHER. 2. STRUTS OVER 12 FEET MAY REQUIRE ENGINEERING CALCULATIONS. LONG AND HEAVY TUBES SHALL LAP ONE STRUTS PRESENT ADDITIONAL SEISMIC HAZARD; THEREFORE, THE APPLICANT MAY BE ANOTHER AT LEAST 4" IN REQUIRED TO PROVIDE CALCULATIONS SHOWING THAT ADDIZIONA! STRUT LOAD CAN BE SUPPORTED VERTICALLY AND LATERALLY BY THE SUSPF,omm SYSTEM ELEMENTS FULLY EXTENDED POSITION. SUCH AS MAIN RUNNERS, VERTICAL AND SPLAYED WIRED, ETC. NO. 12 GA. VERTICAL WIRE HANGER, TURN CEILING GRID LEVEL PRIOR TO SETTING TUBE. UNDERSIDE OF FLOOR OR ROOF STRUCTURE ABOVE, SEE MAX. HEIGHT SCHEDULE DRILL 5/32' HOLE AND INSTALL 1 /8" EMT BOLT AND LOCKING NUT. SLEEVE cv `- o 18 GAUGE JOISTS: MAX. SPAN (O.C. DESIGNATION MAX. SPAN (O.C.) DESIGNATION UP TO 17`-]0" 12" 60D£J18 UP TO 22'-3' 12" 800EJ18 UP TO 15'-11" 16" 600EJ18 UP TO IV-3' 16" 800EJ18 UP TO 13'--0* 24" 600EJ18 UP TO 15'-8• 24" BO0£J18 18 GAUGE JOISTS: MAX. SPAN O.C. DESIGNATION MAX. SPAN (O.C.) DESIGNATION UP TO 19'-4" 12" 600EJIB UP TO 29'-0" 12" 1000EJ16 UP TO 17'-6" 16" 600EJ16 UP TO 26'-5" 16" 1000EJ16 UP TO 15-e 24" 60DEJ16 UP TO 23'-0" 24" 1000EJ16 UP TO 24'-3' 12" BOO£J16 UP TO 33'-9" 12" 1200EJ16 UP TO 22'-O' 16" 800EJ16 UP TO 30'-8' 16' 1200EJ16 UP TO 19'-3' 24" 800EJ16 UP TO 26'-9" 24' 1200EJ16 14 GAUGE JOISTS: MAX. SPAN O.C.) DESIGNATION MAX. SPAN (D.C.) DESIGNATION UP TO 20`-9' 12" 600EJ14 UP TO 31'-3' 12" 1000EJ14 UP TO 18'-10" le 600EJ14 UP TO 2W-5" 16" 100DEJ14 UP TO 16'-6" 24" 600EJ14 UP TO 24'-10" 24" 1000EJ14 UP TO 2V-1" 12" 800EJ14 UP TO 36'-4" 12" 1200EJ14 UP TO 23'-8' 16" BOOEJ14 UP TO 3S-0" 16" 120DEJ14 UP TO 2O'-8' 24" 800EJI4 UP TO 28'-10' 24' 1200EJ14 12 GAUGE JOISTS MAX. SPAN O.C.) DESIGNATION MAX. SPAN O.C. DESIGNATION UP TO 2V-11' 12" 800EJ12 UP TO 27'-6" 24" 1OOOEJ12 UP TO 26'-3' 18" 800EJ12 UP TO 40'4" 12" 1200EJ12 UP TO 22'-11" ° 24" 80DEJ12 UP TO 36'-8" 16' 1200EJ12 UP TO 34`-8' 12" 1000EJ12 UP TO 32'-O' 24" 1200EJ12 UP TO 31'-6' IC IOOOEJ112 " C12 Ty NOTE: ALL JOISTS INDICATED ARE METAL STUD MANUFACTURER'S SUSPENDED CEILING SYSTEM ASSOCIATION AND AFFILIATED MANUFACTURER'S, ICBO NO. 4943P. CROSS RUNNER SEE CEILING W/C.B.C. 1998, SEC. 2502, PLAN. SYSTEM TO BE COMPLIANT ALL JOISTS WILL BE SECTION TYPE "EJ" . THIS TABLE DESIGNATES SLOT END OF TUBE NO. 4, UBC 25-2. TO FIT OVER CaLIrtG JOISTS FOR SINGLE SPAN CEILINGS ONLY, WITH MAXIMUM 30 PSI' ELECTRICAL MEf'ALUC TUBING EMT ONLY DESIGN LOAD. THE JOISTS IN THIS TABLE ARE NOT TO BE LOADED 45• TYP. SIZE DIAMETER L MAX. HEIGHT AXIALLY AND ARE LATERALLY UNBRACED, DEFLECTION LIMIT IS BASED MAIN RUNNER �� ���" " � �2 ON L/240. FOR SPECIAL LOADING OR SUPPORT CONDITIONS, OR IF t" 6-s " PUNCHED JOISTS ARE USED, CONTACT MANUFACTURER'S TECHNICAL 1/4" 9'-60" REPRESENTATIVE. 2" 12'-0' SUSPENDED CEILING GRID JOIST TABLE 5 SCALE: NTS SCALE: NTS (I--CL.TB--01.dwg) 0 00 11T 19L KAZM NG as DM oil$ ulfm AVE= COSTA IAA, CAIMMU 92M 714.438.86M G7 Lo uw � R u t-� Ll I 4-4 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF BOLE INTERNATIONAL AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF BOLE` INTERNATIONAL. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WA'�' WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOLE INTERNATIONAL. REVISIONS: cD:swx�llon�,as Revisions perplancheckon lItIM DRAWN BY: F.J. CHECKED BY: DESIGNED BY: J.A. USABLE: RENTABLE: PROJECT: JOB: FSw DATE: 10/ 19/04 SCALE: AS NOTED r DETAIL SHEET SHEET A5.1