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HomeMy WebLinkAbout10150072.pdfUTAL 1EMI SHEET INDEX NUMBER STORIES: SQUARE FOOTAGE:C.S COVER SHEET Warehouse 113,460 USF US 1 + • 1 �. • .1 ADA & PATH OF TRAVEL PLAN A-1.0 AS -BUILT DEMOLITION TYPE:CONSTRUCTION III r A-2.0 PARTITION PLAN r • FULLY • , -REFLECTED PLAN a 0 •. • i ; TELEPHONE PLAN A-5.0 FINISH PLAN TENANT IMPROVEMENTS: w r ♦ • i CONSTRUCTION DETAIL OWNERBUILDING RREEF 101 ENTERPRISE,SUITE 150 ALISO N CA 92656 CONSTRUCTION MATERIAL PPn.11=r_T nr:Qr__Q1DT1r1A1 MECHANICAL, 1 ELECTRICAL, COVERPLUMBING & FIRE SPRINKLE DRAWINGS UNDER SEPARAT r w Subl,ect To The Following Appr v 1 � b tF r P �, � ;tz`�,,s' "r 11 n a 1 Agency 0 G r i g ermi't 0. County of Orbs Health Department MECR GRADING OCC. GROU CONTR. TYP CODE EDITION � � C�...-- FLOOD ZGs; FLOOD ZONE CERTIP REG'D YES f NO lb1?Ci'i0F1Lf1i EADIAf\ T 'E7,A ,9F 1 R R00IF Wmuffffioz YYS 'NO E;_., y. M ir• v.°'«x {.t+' x k"aa &C c.,4 E �j C F ${ Or p �y y 4 RM ELECTRICAL, IFI.UI"a OII1ii �. �a�� °n�c�t�st'A . PLANS This set of plans ano WeCifica?ione must bra kept on the job at all tines and it 15 unla°'tul to ;Make any changes or aiteretionti oa same Without ari Zen pernjsssion from the City of Santa Ana. The acceptance of this plan and specifications SHALL NOT be held to permit cu0r bak an approval of the violation of any provisions of At nance or Mate va. ACCepted Bye . v Date Cal/OSHA I CONSTRUCTION SITE F� M cc O W n � V (L rP;ATkSC fr 405 §j 73 ] F � m 9 REQUIRED Date Issued KEY PLAN SAA SHLEMMER+ALGAZE+ASSOCIATES interiors and architecture LOS ANGELES - NEWP©RT BEACH 6041 Bristol Parkway Culver City, California 90230 T [310] 553-3252 F [310] 553-9449 3300 Irvine Avenue Suite 130 Newport Beach, California 92660 T [949] 724-8958 F [949] 724-1981 G\ALEXF❑wt\ALEXLIB\LDGDS-\RREEFL-I\togo.,jpg PROJECT DATES MAI TENANT lam® FAN I®�,�,■ iDescription OWNERSHIP AND USE OF,,., pOCI Alt Drawings, Specifications ar ,opies thereof furnishe Interiors are and shall re oft s property. The to be used on with respect to this 'project. Federal low pn the expr � wriiteenpconsentlof Shlemmer+AgazeOssoociotes sition of this do DATE: 6.14.05 DRAWN: AEM PROJECT NO: 10.05.0287 SCALE: 1 AS NOTED S:i� COVER STORMWATFR POLLUTION BUILDING NOTES GENERAL NOTES HANDICAP DRAWINGS & NOTES ABBREVIATIONS & SYMBOLS PREVENTION NOTES: FIR DEPARTMENT NOTES 4 GENERAL CONTRACTOR (G.C.) TO VERIFY AND REVIEW ALL JOB CONDITIONS, DIMENSIONS ENTRANCES A M AND DETAILS PRIOR TO BIDDING, PRICING AND CONSTRUCTION TO DETERMINE WHICH NOTES _ MACH MACHINE EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY APPLY DIRECTLY TO HIS RESPONSIBILITY. G.C. TO MAKE NOTE AND SUBMIT IN WRITTEN 1. ALL NEW PRIMARY ENTRANCES TO THE BUILDINGS AND FACILITIES SHALL BE MADE STORMWATER POLLUTION PREVENTION DEVICES AND PRACTICES SHALL BE AFF ABOVE FINISH FLOOR MAINT MAINTENANCE FORM TO SHLEMMER+ALGAZE+ASSOCIATES ANY DAMAGES OR DEFICIENCIES ON PREMISES ACCESSIBLE TO THE PHYSICALLY DISABLED. INSTALLED AND/OR INSTITUTED AS NECESSARY TO ENSURE COMPLIANCE TO THE AD ACCESS DOOR MFR MANUFACTURE HAZARDOUS AREA OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE. AND ANY CONFLICTS AND DISCREPANCIES REGARDING DIMENSIONS, NOTES OR CITY OF IRVINE WATER QUALITY STANDARDS CONTAINED IN CHAPTER 3. WATER, AP ACCESS PANEL MFG MANUFACTURING SPECIFICATIONS. 2. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN OF DIVISION 8 OF TITLE 6 OF THE IRVINE MUNICIPAL CODE AND ANY EROSION ACOUS (ACST) ACOUSTIC A/L ACTIVE LEAF MSTC MATT MASTIC MATERIAL EXIT DOORS SHALL BE OPENABLE'FROM INSIDE WITHOUT THE USE OF A KEY OR ANY AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING CONTROL PLAN ASSOCIATED WITH THIS PROJECT. ALL SUCH DEVICES AND MAX MAXIMUM SPECIAL KNOWLEDGE OR EFFORT. (TITLE 19, CHAPTER 10 UBC). ALL WORK SHOWN OR IMPLIED, UNLESS SPECIFICALLY QUESTIONED, SHALL BE CONSIDERED PEDESTRIAN WAYS. PRACTICES SHALL BE MAINTAINED, INSPECTED AND/OR MONITORED TO ENSURE ALT A/C ALTERNATE AIR CONDITIONING MECH MECHANICAL FULLY UNDERSTOOD IN ALL RESPECTS BY THE GENERAL CONTRACTOR AND WILL BE ADEQUANCY AND PROPER FUNCTION THROUGHOUT THE DURATION OF THE ALUM (AL) ALUMINUM MTL METAL EXCEPTION: THIS REQUIREMENT SHALL NOT APPLY TO EXTERIOR EXIT DOORS IN A GROUP SOLELY RESPONSIBLE FOR ANY MISINTERPRETATIONS OR CONSEQUENCES THEREOF FOR 3. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE AS TO PERMIT CON CONSTRUCTION PROJECT. APPD APPROVED Wr METAL THRESHOLD "B" OCCUPANCY IF THERE IS A VISIBLE, DURABLE SIGN ON OR ADJACENT TO TIDE ALL WORK ON DRAWINGS. THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN APPROX ARCH APPROXIMATE ARCHITECTURAL MIN MIR MINIMUM MIRROR ;DOOR STATING "THIS TO REMAIN OPEN DURING BUSINESS HOURS.- THE LETTER' SHALL 6 FEET-8 INCHES IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 COMPLIANCE TO THE WATER QUALITY STANDARDS AND ANY EROSION CONTROL AUTO AUTOMATIC MISC MISCELLANEOUS ,POOR NOT LESS THAN,.1 INCH HIGH ON A CONTRASTING BACKGROUND. THE LOCKING DEVICE DRAWINGS ARE NOT TO BE SCALED. DIMENSIONS GOVERN. LARGE SCALE DRAWINGS DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF DOORWAY IS NOT PLAN ASSOCIATED WITH THIS PROJECT INCLUDES, BUT IS NOT LIMITED TO THE MLDG Mm MOLDING MOUNTED MUST BE A TYPE THAT WILL BE READILY DISTINGUISHABLE AS LOCKED. GOVERN OVER SMALLER SCALE DRAWINGS. LESS THAN 32—INCHES. FOLLOWING REQUIREMENTS: MUL MULLION ' ALL DRAWINGS AND NOTES ARE COMPLEMENTARY ANY WORK SHOWN OR REFERENCED 4. WHERE PAIR OF DOORS IS UTILIZED AT LEAST ONE 'OF THE DOORS SHALL PROVIDE A BOW BACK OF WALL N PANIC HARDWARE WHEN INSTALLED, SHALL COMPLY WITH THE APPLICABLE BUILDING CODE TO ON ANY ONE DRAWING SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED CLEAR UNOBSTRUCTED OPENING WIDTH OF 32—INCHES WITH THE LEAF POSITIONED AT 1. SEDIMENTS AND OTHER POLLUTANTS SHALL BE RETAINED ON SITE UNTIL BATT INSUL BATTEN INSULATION REQUIREMENTS. THE ACTIVATING MEMBER SHALL BE MOUNTED AT A HEIGHT IF NOT LESS DRAWINGS. AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. PROPERLY DISPOSED OF, AND MAY NOT BE TRANSPORTED FROM THE SITE VIA BM BEAM N NORTH THAN 30 INCHES NOR MORE THAN 44 INCHES ABOVE THE FLOOR. THE UNLATCHING SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND. BD, EIRD BRKT BOARD BRACKET NIC NO. 0) NOT IN CONTRACT FORCE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF EXIT TRAVEL. GENERAL CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF BUILDING 5. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN PATH OF BM BUILDING NTS NUMBER NOT TO SCALE MANAGEMENT IN ALL RESPECTS. IT IS THE G.C. RESPONSIBILITY TO OBTAIN SUCH TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC 2. STOCKPILES OF EARTH AND OTHER CONCTRUCTION—RELATED MATERIALS SHALL EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH LIGHT HAVING REGULATIONS FROM THE BUILDING OWNER AND PROVIDE FOR REVIEW BY ALL SUBTRADES. BARS, PUSH—PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF C 0 INTENSITY OF NOT LESS THAN 1 FOOT—CANDLE AT FLOOR LEVEL. (TITLE 19, CHAPTER 10 G.C. TO NOTIFY SHLEMMER+ALGAZE+ASSOCIATES OF ANY CONFLICT BETWEEN REGULATIONS PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. WIND AND WATER FLOW. OFF. OFFICE UBC). AND OTHER CONTRACTUAL DOCUMENTS, PRIOR TO PROCEEDING WITH ANY OTHER WORK. 6. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30—INCHES 3. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS SHALL BE STORED IN CAB CLG CABINET CEILING OFCI OWNER FURNISHED CONTRACTOR INSTALLED EXIT ILLUMINATION SHALL COMPLY WITH CBC CHAPTER 10. ALL WORK TO BE PERFORMED IN OCCUPIED AREAS OR IN OTHER TENANT SPACES SHALL AND 44—INCHES ABOVE THE FLOOR. ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE OIL AND CTR (L OR CL CENTER CENTER LINE OFOl OWNER FURNISHED OWNER INSTALLED BE PERFORMED ON OVERTIME, AS REQUIRED, AND BY BUILDING RULES AND REGULATIONS. 7. THE FLOOR AND LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED cc CFCI CENTER TO CENTER COWRCM FURNISHED OC ON CENTER EXIT SIGNS SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE OTHERWISE BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL HAVE A LENGTH IN THE OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE CONTRACTOR INSTALLED OPP O.H. OPPOSITE OVERHEAD NECESSARY TO CLEAR THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT GENERAL CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK DIRECTION OF DOOR SWING OF AT LEAST 60— INCHES AND THE LENGTH OPPOSITE THE SYSTEM, NOR BE ALLOWED TO SETTLE OR INFILTRATE INOT SOIL. CT CERAMIC TILE Ol/ OVER LOAD OF 50 OR MORE. REQUIRED TO MAKE ALL PARTS COME TOGETHER PROPERLY AND FIT TO RECEIVE OR BE DIRECTION OF DOOR SWING OF 44— INCHES AS MEASURED AT RIGHT ANGLES TO THE CIR CIRCULAR RECEIVED BY WORK OF OTHER CONTRACTORS IMPLIED BY DRAWING OR NOTES. PLANE OF THE DOOR IN ITS CLOSED POSITION. 4. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR CLR CLO CLEAR, COLOR CLOSET P EXCEPTION- MAIN EXTERIOR EXIT DOORS WHICH OBVIOUSLY AND CLEARLY ARE IDENTIFIABLE AS EXITS NEED NOT BE SIGNED WHEN APPROVED BY THE BUILDING OFFICIAL. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR USE, SCHEDULING AND FEES INCURRED 8. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE TO WHICH THE DOOR SWINGS ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID COL CONC COLUMN CONCRETE PR PNL PAIR PANEL BY HOISTING FACILITIES ELEVATORS. SHALL EXTEND 24—INCHES PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR WASTES. CONN CONNECTION PTO PTD/R PAPER TOWEL DISPENSER NECESSARY, THE FINAL LOCATION AND QUANTITY OF EXIT SIGNS SHALL BE AND 18—INCHES PAST THE STRIKE EDGE FOR THE INTERIOR DOORS. CONSTIR CONT CONSTRUCTION CONTINUOUS PAPER TOWEL DISPENSER doDOORS RECEPTACLEWHEN DETERMINED BY THE FIRE DEPARTMENT PRIOR TO CONSTRUCTION OF ANY WORK. ALL WORK IS TO CONFORM TO SHLEMMER+ALGAZE+ASSOCIATES DRAWINGS AND 9. 5. TRASH AND CONSTRUCTION SOLID WASTES SHALL BE DEPOSITED INTO A Ci CONTROL JOINT PTR PRTN PAPER TOWEL RECEPTACLE PARTITION SPECIFICATIONS AND SHALL BE NEW AND OF THE BEST QUALITY OF KINDS SPECIFIED. ALL THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2—INCH LOWER THAN THE COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND CORR CORRIDOR THE COLOR AND DESIGN OF LETTERING, ARROWS AND OTHER SYMBOLS ON EXIT SIGN MANUFACTURED ARTICLES TO BE INSTALLED, CONNECTED AND CONDITIONED AS DIRECTED THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4— INCH AND 1/2—INCH DISPERSAL BY WIND. CNTR COUNTER PERF PLAST PERFORATED PLASTER BY MANUFACTURER. ALL WORK TO BE PERFORMED IN A GOOD WORKMANSHIP MANNER. SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. PLAS PLASTIC SHALL BE IN HIGH CONTRAST WITH THEIR BACKGROUND. WORDS ON THE SIGN SHALL BE 6. SEDIMENTS AND OTHER METERIALS MAY NOT BE TRACKED FROM THE SITE BY D PL OR IL PLATE IN BLOCK LETTER 6 INCHES IN HEIGHT WITH THE STROKE OF NOT LESS THAN ? INCHES. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR REVIEWING ENTIRE SET OF DRAWINGS 10- THE BOTTOM 10—INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING DOORS SHALL VEHICULAR TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE PLBG PLUMBINGPLYWD (TITLE 19, CHAPTER 10 UBC). AND NOTING THEIR WORK AS APPLICABLE. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE DET (DETL) DETAIL PT PLYWOOD POINT SHLEMMER+ALGAZE+ASSOCIATES FOR APPROVAL THROUGH G.C. PRIOR TO COMMENCEMENT WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE PUBLIC WAY. ACCIDENTAL DEPOSITS SHALL BE SWEPT UP IMMEDIATELY AND MAY DIAG DIA, 0 DIAGONAL DIAMETER LETS POUNDS ALL RATED CORRIDOR DOORS SHALL HAVE A THRESHOLD WITH A SMOKE AND DRAFT SEAL OF ANY WORK. NARROW FRAME DOORS ARE USED, A 10—INCH HIGH SMOOTH PANEL SHALL BE NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. DIM DIMENSION PSI POUND/SQUARE FOOT AT HEAD AND JAMBS. INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE DISP DISPENSER PSI PRCST POUND/SQUARE INCH PRECAST GENERAL CONTRACTOR TO BE SOLELY RESPONSIBLE FOR REMOVAL, REPLACEMENT AND OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS 7. ANY SLOPES WITH DISPTURBED SOILS OR REMOVED VEGETATION SHALL BE DBDR L DOUBDOOR LE PREFAB PREFABRICATED INTERIOR WALL AND CEILING FINISHES SHALL BE NON—COMBUSTABLE OR HAVE A FLAME RECTIFICATION OF ALL DAMAGED AND DEFECTIVE MATERIAL AND/OR WORKMANSHIP IN CONDITION. STABILIZED TO INHIBIT EROSION BY WIND AND WATER. DN DOWN PROD PROJECTION SPREAD RATING OF 0 TO 25 FEET. CONNECTION WITH THE CONTRACT WORK WHICH SHALL SUBSTANTIAL COMPLETION AS DWR DRAWER Q DIRECTED BY SHLEMMER+ALGAZE+ASSOCIATES. ANY COST CAUSED BY DEFECTIVE OR MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR EXTERIOR 8- STORMWATER POLLUTION PREVENTION DEVICES AND /OR PRACTICES SHALL BE MG OF DRAWING DRINKING FOUNTAIN Q.T. QUARRY TILE ALL DRAPES, HANGING CURTAINS AND OTHER DECORATIVE MATERIALS SHALL BE TREATED ILL—TIMED WORK AS A RESULT OF, BUT NOT LIMITED TO, INTERIOR WORKMANSHIP OR DOORS AND 5 LBS. FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING MODIFIED AS NEEDED AS THE PROJECT PROGRESSES TO ENSURE 1/4 RD QUARTER ROUND AND MAINTAINED IN A FLAME RETARDANT CONDITION. MATERIALS, POOR SCHEDULING OR DELINQUENT ORDERING SHALL BE BORNE BY THE PARTY APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING EFFECTIVENESS. QTRS QUARTERS RESPONSIBLE. OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE E R — UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE ALL DOORS SHALL BE OPERABLE BY A SINGLE EFFORT BY LEVER TYPE HARDWARE, UNLESS DURING THE ENTIRE PERIOD OF DEMOLITION AND CONTRACTION ALL REQUIRED EXISTING MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 LBS. EA ELEC EACH ELECTRICAL OR ELECTRIC R,RAD RED' RADIUS RECEPTACLE OTHERWISE APPROVED BY THE GOVERNING BUILDING CODE. EXITS. EXIT LIGHTING AND FIRE PROTECTIVE SERVICES SHALL BE PROPERLY MAINTAINED. EL, ELEV EL1-VA11ON REF REFERENCE IF REQUIRED BY CODE, OR PLAN CHECK CONSTRUCTION DOCUMENTS FOR -MUSTARD SEED- ALL WAYS OF TRAVEL FROM EXITS TO THE STREET SHALL BE MAINTAINED FREE FROM ALL CORRIDORS AND AISLES EMERG ENCL EMERGENCY ENCLOSURE REFR REINF REFRIGERATOR REINFORCEMENT TO INCLUDE PLANS FOR FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, OBSTRUCTIONS ON CASE OF FIRE OR OTHER EMERGENCY. 12. EVERY CORRIDOR SHALL BE AS SHOWN ON THE PLANS AND SHALL BE DETERMINED AS Eouip (Eopr) EQUIPMENT EQ EQUAL READ REV REQUIRED REMSIONS SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS, MAY BE SUBMITTED TO AND APPROVED BY GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE BUILDING AND ANY OTHER ADJOINING PER CBC CHAPTER 10, BUT SHALL NOT BE LESS THAN 44 INCHES IN WIDTH. EXH EXHAUST R RISER THE STATE FIRE MARSHALL PRIOR TO ANY EQUIPMENT BEING INSTALLED. EXTEND OR PROPERTY OR WORK AND PROTECT ALL EXISTING SURFACED OR FINISHED TO REMAIN EXIST. EXISTING RM ROOM MODIFY EXISTING SYSTEM AS REQUIRED TO ACCOMMODATE THIS PROJECT. (TITLE 19, PART DURING DEMOLITION AND CONSTRUCTION. ANY DAMAGE TO THE SAME SHALL BE REPAIRED 13. EVERY PORTION OF EVERY BUILDING IN WHICH ARE INSTALLED SEATS, TABLES, EXT EXTERIOR RUB RUB ROUND RUBBER 3, TITLE 24). BY G.C. AT HIS EXPENSE TO "LIKE NEW" CONDITION. MERCHANDISE, EQUIPMENT OR SIMILAR MATERIALS SHALL BE PROVIDED WITH AISLES RET RUBBER BASE LEADING TO AN EXIT. F AISLES (TITLE 19, CHAPTER 10 UBC) MINIMUM 44" TO REQUIRED EXIT TO A PUBLIC WAY. GENERAL CONTRACTOR SHALL VERIFY ALLOWED WORKING HOURS FOR ALL WORK DONE TO FOC FACE OF CONCRETE S (1023.1). THE CORE (INCLUDING DRILLING, PATCHING, AND ELECTRICAL HOOKUPS) AND IS ACCESSIBLE DOORS FOF FOS FACE OF FINISH FACE OF STUDS SND SANITARY NAPKIN DISPENSER RESPONSIBLE FOR ALL WORK NECESSARY TO COMPLETE WORK TO THE CORE AND IN TOW FACE OF WALL SNR SANITARY NAPKIN RECEPTACLE FIRE DAMPER OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED NON —LEASE SPACE. 14. ACCESSIBLE ENTRANCES TO AND EXITS FROM A BUILDING FT FEET SCH SCHEDULE WALLS OR CEILINGS (TITLE 19, UBC CHAPTER 7) AND SMOKE DAMPERS (SEC 713.10). MUST BE PROVIDED, ACCORDING TO ADAAG 4.1.3 (8) AND FIN FE (FEXT) FINISH FIRE EXTINGUISHER SCD SECT SEAT COVER DISPENSER SECTION GENERAL CONTRACTOR IS RESPONSIBLE TO CLEAN UP AND REMOVE ALL WASTE MATERIALS APPLICABLE CODES. FEC FIRE EXTINGUISHER CABINET SSK SERVICE SINK MODIFY FIRE/LIFE SAFETY SYSTEM. FROM PREMISES AS GENERATED BY CONSTRUCTION DEMOLITION, WOODWORK AND ALL FES FIRE EXTINGUISHER SURFACE MOU SHTHG SHT SHEATHING EET SHHOWER TRADES EMPLOYED BY CONTRACTUAL WORK. 15- MANEUVERING CLEARANCES AT DOORS SHALL BE LEVEL (1:50 FIXT RXTNURETED sm S FIRE SPRINKLER/OR LIFE SAFETY PLANS MUST BE SUBMITTED TO CITY FOR REVIEW AND ALL WORK NOTED N.I.C. OR "BY TENANT" IS TO BE ACCOMPLISHED BY PERSONS OTHER MAX. SLOPE) AND CLEAR IF DOORS ARE NOT AUTOMATIC OR POWER ASSISTED. FLR OR FL FD FLOOR FLOOR DRAIN Sim SD SIMILAR SOAP DISPENSER OR APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE. THAN G.C. AND IS NOT TO BE PART OF CONSTRUCTION AGREEMENT. FLUOR FLUORESCENT SC SEPARATE CIRCUIT 16. GATES MUST MEET ACCESSIBLE REQUIREMENTS FOR DOORS. FR FURG FRAME FURRING S.M. S SHEET METAL SOUTH FIRE SPRINKLER SYSTEM PLANS MUST BE REVISED AND APPROVED BY THE CITY OF "SANTA GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS FROM SPKR SPEAKER ANC FIRE DEPARTMENT PRIOR TO THE INSTALLATION OR MODIFICATION OF SPRINKLER BUILDING DEPARTMENT AND FORWARD COPIES TO SHLEMMER+ALGAZE+ASSOCIATES. 17- PROVIDE ACCESSIBLE DOORS OR GATES ADJACENT TO G SPEC SO OR 41 SPECIFICATION SQUARE SYSTEMS. REVOLVING DOORS OR TURNSTILES. Sp STANDARD GENERAL CONTRACTOR TO PROVIDE CONSTRUCTION SCHEDULE BY THE START OF 18- GA GALV GAGE GAUGE GALVANIZED STA STATION "MODIFIED FIRE SPRIKLER PLANS AND FIRE LIFE SAFETAY SHALL BE SUBMITTED FOR REVIEW, CONSTRUCTION AND A LIST OF A LONG LEAD ITEMS BY THE END OF THE FIRST WEEK OF DOUBLE LEAF DOORS SHALL HAVE AT LEAST THE ACTIVE LEAF GI GALVANIZED IRON STL STOR STEEL STORAGE APPROVAL AND PERMIT ISSUANCE". CONSTRUCTION. MEET ALL DOOR REQUIREMENTS. G GL GAS GLASS SIRE STRUCTURAL " GENERAL CONTRACTOR TO SUBMIT IN WRITING ALL CHANGE ORDERS FIR ADDITIONAL WORK 19- ALL DOORS IN ALCOVES SHALL COMPLY WITH THE GET GR RABEBAR GGRADNO SUSP SYM SUSPENDED SYMMETRICAL FRAMING OR T—BAR APPROVALS WILL BE GRANTED WITHOUT THE FIRE DEPARTMENT TO OWNER FOR REVIEW AND APPROVAL. NO WORK IS TO PROCEED UNTIL A SIGNED CLEARANCES FOR FRONT APPROACHES. GND GROUND APPROVAL FOR THE FIRE SPRINKLER" PROPOSAL IS RETURNED TO G.C. UNLESS OTHERWISE NOTED. ALL CHANGES IN THIS FIELD GYP GYPSUM T SHALL BE SIGNED BY THE CLIENT OR AUTHORIZED REPRESENTATIVE. M? OD GYPSUM WALLBWD GC GENERAL CONTRACTOR TEL TELEPHONE DOOR NOTES UPON COMPLETION OF THE WORK, THE G.C. SHALL SUBMIT TO OWNER: H TV TEMP TELEVISION TEMPERATURE A. COPY OF INSPECTIONS & FINAL SIGN —OFF. TER TERRAZZO B. CERTIFICATE OF SUBSTANTIAL COMPLETION (AIA DOCUMENT #G704). HDR HANDRAIL THERMO THERMOSTAT ALL MANUALLY OPERATED EDGE OR SURFACE —MOUNTED FLUSH BOLTS ARE PROHIBITED ON C. COPY OF PERMIT CARD. :D HEID HDW (HW) HARDBOARD HARDWARE THK TH THICK THRESHOLD EXIT DOORS. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH D. BUILDING DEPARTMENT APPROVED DRAWINGS. z 8 MM) MINIMUM Z 1 12" (305 MM) IF DOOR HDWD HARDWOOD TOIL TOILET BOLTS ARE USED, THE DOOR LEAF PUSHING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO E. WARRANTIES FOR SPECIFIED MATERIALS. _'i �455 24 510 MM) PREFERRED l HAS A CLOSER AND H/C HANDICAPPED TPD TOILET PAPER DISPENSER DOOR KNOB OR SURFACE —MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL F. RECORD/AS—BUILT DOCUMENTS. i LATCH HD HEAD TOC TOP OF CONCRETEMDR NOT REQUIRE MORE THAN ONE OPERATION. M WR HEAW HEATER TC TOP OF CURB ALL WORK SHALL COMPLY WITH THE REGULATIONS OF THE GOVERNMENTAL AUTHORITIES U') NHT (HGT) HEIGHT TOS TS TOP OF STEEL TUBULAR STEM EVERY REQUIRED EXIT DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF HAVING JURISDICTION THE SPECIFICATIONS SHALL BE SUPPLEMENTAL TO ALL LAWS AND — — — — — -J H.P. HIGH POINT TW TOP OF WALL A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET 8 INCHES IN CODES OF GOVERNMENTAL REGULATING BODIES RELATING TO BUILDINGS, AND ALL o — — — — — — J HC H.M. HOLLOW CORE HOLLOW METAL TB TOWEL BAR HEIGHT. WHEN INSTALLED , EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE APPLICABLE REQUIREMENTS SPECIFIED IN THESE REGULATIONS SHALL BE FOLLOWED AS (0i HMI HOLLOW METAL INSULATED TRANS TYP TRANSVERSE TYPICAL CLEAR WIDTH OF THE EXIT IS NOT LESS THAN 32 INCHES. THOUGH SPECIFICALLY NOTED BY SUCH CODES OR LAWS. IT IS THE G.C. RESPONSIBILITY HORIZ HORIZONTAL TO NOTIFY SHLEMMER+ALGAZE+ASSOCIATESOF ANY CONFLICTS BETWEEN THESE DRAWINGS HR HOUR U ALL EXIT DOOR HARDWARE SHALL BE OF AN APPROVED TYPE AND TESTED IN ACCORDANCE AND LOCAL BUILDING CODES. G.C. TO PROVIDE A SEPARATE PRICE IN THE BID FOR EACH SWING SIDE PUSH SIDE UL UNDERWRITERS LABORATORIES WITH PROCEDURES ESTABLISHED BY SFM 33.2 AND SFM 33.3 AS SHOWN IN CHAPTER ITEM THAT REQUIRES CHANGING MODIFYING OR REMOVAL. FRONT APPROACH SWINGING DOORS FRONT APPROACH SWINGING DOORS I UNFIN UNFINISHED 2-60 OF TITLE 24. IN. INCH UN URO UNLESS URINAL NOTED OTHERWISE EXISTING BUILDING COMPLIES WITH TITLE 24 IN AREA OF REMODEL AND PATH OF TRAVEL. I.D INSIDE DIAMETER THE MAXIMUM TO OPERATE DOORS NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 APPLICABLE CODESIDE�T IDENTIFICATION POUNDS FOR THE INTERIOR DOORS SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT THIS PROJECT SHALL CONFORM TO: NSUL INT (INTR) INSULATION INTERIOR V ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. 2001 CBC AND 2001 CALIFORNIA BUILDING CODE— (PART 2, TITLE 24, CCR) VERT VERTICAL COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE 1999 CEC AND 2001 CALIFORNIA ELECTRICAL CODE— (PART 3 TITLE 24, CCR) VEST VESTIBULE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE 2001 CMC AND 2001 CALIFORNIA MECHANICAL CODE— (PART 4, TITLE 24, CCR) JAN JANITOR VCT VT VINYL COMP 71LE VINYL nLE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS. 2001 CPC AND 2001 CALIFORNIA PLUMBING CODE— (PART 5, TITLE 24, CCR) G JT JOINT VWC VINYL WALL COVERING 1998 CFC AND 2001 CAUFORNIA FIRE CODE— (PART 9, TITLE 24, CCR) JST JOIST THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A 1998 CALIFORNIA BUILDING STANDARDS CODE (PART 12, TITLE 24, CCR) T W SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY BE A AMERICANS WITH DISABILITIES ACT (ADA) K WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE K KEY WNSCT WAINSCOT NARROW FRAME DOORS ARE USED, A 20 INCH HIGH SMOOTH PANEL SHALL BE INSTALLED KL KEY LOCK WC WP WATER CLOSET WATER PROOF ON THE PUSH SIDE OF THE DOOR WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST FIRE DEPARTMENT NOTES q?,01 KP KIT KICK PLATE KITCHEN W/P Wr WATER RESISTANT WEIGHT WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. O�, 1. ADDRESS SHALL BE VISIBLE FROM STREET. L — WDT WDW WIDTH WINDOW ALL HOLLOW METAL DOOR FRAMES SHALL BE PROVIDED WITH STEEL FRAMES. LABORATORY W/ WITH 2. KNOX BOX REQUIRED TO BE INSTALLED, AM LAM LAMINATE W/o WITHOUT ALL THRESHOLDS SHALL NOT EXCEED 1/2- CHANGE IN ELEVATION. LAV LAVATORY WD WOOD 3. FIRE EXTINGUISHERS REQUIRED —2A 1OBC EVERY 75' TRAVEL DISTANCE. LT LTG LILIGHT GHTING THE CONTRACTOR SHALL UNDERCUT ALL NEW AND EXISTING DOORS AS REQUIRED, FOR ALL 4. LT wr LIGHT WEIGHT FLOOR COVERING. VERIFY EXACT THICKNESS OF ALL NEW FLOOR COVERING WITH EMERGENCY EVACUATIONS SIONAGE REQUIRED TO BE POSTED AT LOCATIONS APPROVED LIN LINEAR SHLEMMER+ALGAZE+ASSOCIATES PRIOR TO UNDERCUTTING OF DOORS. BY FIRE DEPT. LONG LP LONGITUDINAL LOW -POINT 5. EXIT HARDWARE SHALL COMPLY WITH UBC CHAPTER ON EXITING. LKR LVR LOCKER LOUVER STANDARD MINIMUM DISTANCE BETWEEN DOOR JAMBS AND WALL PERPENDICULAR AND ADJACENT TO DOOR OPENINGS TO BE 4" UNLESS OTHERWISE NOTED. 6. DO NOT UNDERCUT FIRE RATED DOORS. EXIT DOORS MUST BE TIED IN TO THE FIRE SAFETY SYSTEM. 3/4" MIN, EL.EVAT I ON CEILING NOTES 7- MASTER DIRECTORY TO BE UPDATED WITH NEW SUITE #'S NUMERICAL HEIGHT CONTROL DIAMETER BUTTON 5/8- MIN. ELEVATION DETAIL NUMBER DETAIL NUMBER 8. PROVIDE COPY OF APPROVED NEW FLOOR PLANS FOR TENANT. FLOORS INSIDE FIRE SUSPENSION SYSTEM SHALL BE AS INDICATED IN REFLECTED CEILING PLAN. LIGHT CONTROL ROOM. X # # FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT OPPOSITE CORNERS 70 80 X_ SHEET NUMBER SHEET NUMBER WITH NO. 12 WIRES, PAINTED RED. 9. KNOX BOX TO BE UPDATED WITH NEW KEYS. 50 60 LATERAL SUPPORTS .TO BE PROVIDED BY FOUR WIRES OF MINIMUM 12 GAUGE SPLAYED IN 10. PROJECT TO COMPLY WITH ART. 87 OF C.F.C. # T--ELEVATION FOUR DIRECTIONS 90 DEGREES APART AND CONNECTED TO THE MAIN RUNNER WITH 12 INCHES OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE OR TO PARTITION WALLS OR TO BRACE AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. MAIN ENTRY FLOOR3/8. CEILIN6 HE16W DETAIL SIDE SUPPORT POINTS SHALL BE PLACED 12" O.C. IN EACH DIRECTIONS WITH THE FIRST POINT WITHIN 4 FEET 0 INCHES FROM EACH WALL. MIN. S 0 B SEPARATION DOOR CLOSED a ago* M ESP — AL I 6N SYMBOL PROVIDE SUSPENDED CEILING OF FURRED OUT SURFACES WHERE REQUIRED TO CONCEAL DOOR OPEN----4* 0 -JON 0 KEY NOTE PIPING, DUCTS, ETC. IN FINISHED ROOMS. SHOULD CONDITIONS REQUIRE ALTERATIONS AT EMERGENCY ALARM----)� 0 (8) 0 INDICATED CEILING HEIGHTS DUE STRUCTURAL OR MECHANICAL REQUIREMENTS, OBTAIN FACILITIES MANAGEMENT'S APPROVAL BEFORE INSTALLING FURRING. DEMOLITION KEY OCTAGON SYMBOL NOTE THE CONTRACTOR SHALL VERIFY AND COORDINATE THE EXACT LOCATIONS OF ALL LIGHT EMERGENCY ALARM SHALL BE TACTUAL, FIXTURES AS INDICATED ON DRAWINGS WITH RESPECT TO EXISTING STRUCTURAL AND/OR BUT THE X IS NOT ROOM NUMBER MECHANICAL OBSTRUCTIONS ABOVE THE CEILING, PRIOR TO INSTALLATION OF CEILING GRID. FA('.111111-', KAAK1A(ZWKAP7N1T SAA SHLEMMER+ALGAZEASSOCIATES interiors and architecture LOS ANGELES - NEWPORT BEACH 6041 Bristol Parkway Culver City, California 90230 T P10] 553-3252 F [310] 553-9449 3300 Irvine Avenue Suite 130 Newport Beach, California 92660 T [949]724-8958 F [949]724-1981 Ct\ALEXFO-I\ALEXLIB\LDGDS-\RREEFL-I\Eogo,jpg 7 ISSUE DATES TENANT REVISIONS FAINUMOX PLAN CHECK CORRECTIONS FAMM FAIMM FAINIM Desc liption OWNERSHIP AND USE OF DOCUMENTS All Drawings, Specifications and copies thereof fumished by SAA Interiors are and shall remain it's property. They are to to be used only with respect to this project. Federal low prohibits the reproduction, display, sale, or other disposition of this document without the express wdft consent of Shlernmer0igaze+Associales Interiors & Architecture. DATE: 16.14.05 DRAWN: I AEM D Ic SHEET NO: 1 t� 1�"(MIN.) EXI5TIN6 ACC SSIBLE PAWIN4 SANITARY FACILITIES 01. ON DOORWAYS LFADMIG TO MEWS SANITARY FACILI-0% AN EQUILATERA►. TRIANGLE 1/4 INCH THICK WITH EDGES 12-INCHES LONG AND A VERTEX POINTING UPWARD SHALL BE PROVIDED AND ON DOORWAYS LEADING TO WOMEN'S SANITARY FAC J71ES A CIRCLE 1/4 Inch THICK AND 12-INCHES IN DIAMETER SHALL BE PROVIDED. THESE GEOMETRIC SYMBOLS MALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60-INCHES AND THEIR COLOR AND CONTRAST SHALL BE Distinctly DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. UNISEX SANITARY FACILITY SHALL BE IDENTIFIED BY A CIRCLE 1/4- THICK, 12' DIA WITH A 1/47 THICK TRIANGLE SUPERIMPOSED CENTERED IN THE 12- DIM, CIRCLE 02. A WATER CLOSET FIXTURE LOCATED IN A COMPARTMENT SHALL PROVIDE A 28-Inch WIDE CLEAR SPACE FROM A FIXTURE OR A 32-INCH WIDE CLEAR SPACE FROM A WALL AT ONE SIDE OF THE WATER CLOSET AND A 48-INCH LONG CLEAR FACE IN FRONT OF THE WATER CLOSET IF THE COMPARTMENT HAS AN END OPENING DOOR (FACING THE WATER CLOSEI). A 60-INCH MINIMUM LENGTH CLEAR SPACE SHAD. BE PROVIDED IN A COMPARTMENT PATH THE DOOR LOCATED IN THE SIDE GRAB BARS SHALL NOT PROJECT MORE THAN 3-INCHES INTO THE CLEAR SPACE AS SPECIFIED ABOVE. 03. WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32-INCHES WHEN LOCATED AT THE END AND 34-INCHES WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 04. EXCEPT FOR DOOR OPENING WIDTH AND DOOR SWINGS, A CLEAR UNOBSTRUCTED ACCESS NOT LESS THAN 44-INCHES SHALL BE FRONDED 10 WATER CLOSET COMPARTMENTS DESIGNED FOR USE BY THE DISABLED. THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL BE NOT LESS THAN 48-INCHES AS MEASURED AT RIGHT ANGLES TO THE COMPARTMENT DOOR IN ITS CLOSED POSITION. 05. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL DE A MINIMUM OF 17 INCHES AND A MAXIMUM OF 19 INCITES MEASURED TO THE TOP OF TOILET SEAT. 06. TOILET RUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REWIRE TIGHT GRASPING, PINCHING, OR IWSTING OF THE WRIST, CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE WOE SIDE OF THE TOILET AREAS, NO MORE THAN 44-INCHES ABOVE THE FLOOR. THE FORCE REWIRED TO ACTIVATE CONTROLS SHAM BE NO GREATER THAN 5 POUNDS. 07. WHERE URINALS ARE PROVIDED, AT LEST ONE SHALL HAVE A CLEAR SPACE 30-INCHES NOE X 48-INCHES LONG IN FRONT OF THE URMAL 08. MERE URINALS ARE PROVIDED, AT LEAST ONE WITH A RIM PROJECTING A MINIMUM OF 17-INMES ABOVE THE FLOG SHALL BE PROVIDED, 09. A CLEAR FLOOR SPACE 3O-INCHES WIDE X 48-INCHES LONG SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW A FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. SANITARY FACILITIES CON'T 10. LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 29- INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH ME CLEARANCE UNDER THE FRONT UP EXTENDING A MINIMUM OF 30-INCHES 8N WIDTH WITH B-INCHES MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WITH AND SHALL BE A MINIMUM OF 9-INCHES HIGH FROM THE FLOOR AND A MINIMUM OF 17-INCHES DEEP FROM THE FRONT OF THE LAVATORY. 11. A PROJECTION OF LAVATORY BOWL INTO THE 8-INCH CLEAR SPACE THEREBY REDUCING THE CLEAR HEIGHT BEN THE LAVATORY TO NO LESS THAN 27-INCHES AT B-INCHES BACK FROM THE APRON, MEETS THE REQUIREMENT FOR PROVIDING KNEE CLEARANCE 12. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL SE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 13, FAUCET CONTROLS AND OPERATING MECHANISMS SHAD. BE OPERABLE WITH ONE HAND AND SHAD. NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST, THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. LEVER -OPERATED, PUSH -TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN. SELF -CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 14. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NOT MORE THAN 40-INCHES FROM THE FLOOR. 15. LOCATE TOWEL, SANITARY NAPKIN, WASTE RECEPTACLES AND ANY OTHER DISPENSERS WITH ALL OPERABLE PARTS NOT MORE THAN 40-INCHES FROM THE FLOOR. 16. LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN 12-INCHES OF THE FRONT EDGE OF THE TOILET SEAT. 17. ALL TOILET ROOM ACCESSORY SHALL BE MOUNTED IN COMPLIANCE WITH ALL ADAAG, SECTION 4 AND CALIFORNIA TITLE 24 DISAG.ED ACCESS REQUIREMENTS, 18. TOILET ROOMS SHALL BE EQUIPPED WITH A MECHANICAL. VENTILATION SYSTEM PROVIDING A MINIMUM CE FOUR (4) AIR CHANGES PER HOUR AND TO COMPLY WITH RESPECTIVE CODES. 1-1/4" TO 1-1/2" n i Al,=*7 =C 1-1/2" 6RA1'3 BAR AND WALL CONNECTION WOMEN RESTROOMS WALL-5I 6WE (7YP . ) DOOR MOUNTED 5I6NA6E (TYP.) NOTE: PICT06RAM5 AND/OR LETTERIN6 ARE NOT REQUIRED ON DOOR -MOUNTED 516NA6E. WALL MOUNTED 5I6NA6E TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR-5WIN6. MOUNT AT 60" TO CENTERLINE OF 5I6N FROM FLOOR. HEI6HT OF LETTERING 5/5" MIN. TO 2" UFPERCA5E CHARACTER5 GRAB BARS 19. GAB BARS, FASTENERS AND MOUNTING DEVICES SHALL BE DESIGNED FOR 250 LBS. PER LINEAR FEET LOAD, 20, GRAB BARS SHAD BE LOCATED ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE PHYSICALLY DISABLED TOILET STALL OR COMPARTMENT AND SHALL BE SECURELY ATTACHED 33-INCHES ABOVE AND PARALLEL TO THE FLOOR, 21. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42-INCHES LONG WITH THE FRONT END POSITIONED 24-INCHES IN FRONT OF THE WATER CLOSET STOOL. AND GRAB BARS AT THE BACK SHALL BE NOT LESS THAN 36-INCHES LONG. 22. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1-1/4 INCITES TO 1-1/2 INCHES OR THE NAPE MALL PROVIDE AN EQUIVALENT GRIPPING SURFACE 23. IF THE GRAB BAR IS MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES. 24. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. 25. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS, 26. EDGES SHALL HAVE MINIMUM RADIUS OF 1/8-INCH. 27. WHERE LOCKERS ARE PROVIDED, AT LEAST ONE AND NOT LESS THAN ONE PERCENT OF ALL LOCKERS SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY DISABLED. A PATH OF TRAVEL NOT LESS THAN 36-INCHES IN CLEAR WIDTH SHALL BE PROVIDED TO THESE LOCKERS AND A CLEAR SPACE FOR A CIRCLE WITH DIAMETER OF 60-INCHES. 50RICK 5013RICK B-221 13-6851 SEAT COVER 0I5PEN5ER - $OBRICK B-145 ROLL PAPER N I O 1524 MIRROR HOLDER - -N.I.G. N m : m u- i-- _ CAI cv is - n WATER GL05ET 1212" 5RIN6 RAI 1/52" 6" 6„ MIN. MIN. - 48" HIGH MARLITE PANEL WA I N5C0T W/PAS MTtD%YP . BD . 6 " H 16H COVED BASE - N . I .0 . ABV. - N.I.C. TOILET 5IDE ELEVATION LAVATORY ACCE55IBLE 5ANITARP FACILITIE5 CORRE5PONDIN6 6RADE II BRAILLE 24" MEN HANDICAPPED ACCESSIBLE RESTROOM ON FIRST FLOOR DOOR -MOUNTED 5I6NA6E 80BRICK 13-580b1x4S GRAB BAR WATER OL05ET 50BRICK B-5SObx5b GRAB BAR MARLITE PANEL WAIN5COT ��- LAVATORY LL9BOBRICK B-212 GOAT HOOK AT E45'-6" AFF RICK 5-2560 PAPER-TONEL 32"' MIN. CLR. DI5PEN5ER MINIMUM REQUIREMENT FOR ACCESSIBLE SANITARY FACILITIES SHLEMMEWALGAZE+ASSOCIATES interiors and architecture LOS ANGELES - NEWPORT BEACH 6041 Bristol Parkway Culver City, California 90230 T [310] 553-3252 F [310] 553-9449 3300 Irvine Avenue Suite 130 Newport Beach, California 92660 T [949] 724-8958 F [949] 724-1981 Ci\ALEXFD-1\ALEXLIB\LOGOS-\RREEFL-I\togo.jpg Tti , ilaxvwnllap Ant V= OWNERSHIP AND USE OF DOCUMENTS All Drawings, Specifications and copies thereof furnished by SAA Interiors are and shall remain it's property. They are to to be used only with respect to this project. Federal Law prohibits the reproduction, display, sale, or other disposition of this document without the exoress written consent of Shlemmer+Alaoze+Assnemtes Interiors & Architecture. DATE: 6.14.05 DRAWN: AEM PROJECT NO: 10.05.0287 SCALE: JAS NOTED SHEET TITLE SHEET NO: aM! EXI5TIN6 PARTITION TO REMAIN. EXISTING PARTITION TO BE REMOVED. DEMOLITION KEYNOTE. EXISTIN6 DOOR TO REMAIN. EXISTIN6 DOOR TO BE REMOVED. REMOVE INTERIOR TENANT NON LOAD BEARIN6 WALL AND ASSOCIATED EL1=GTRIGAL, DATA AND TELEPHONE. PULL ALL HIRING BACK TO APPROPRIATE SUB PANELS. CONTRACTOR TO REMOVE EXI5TIN6 DOOR AND FRAMES. WHERE POSSIBLE, REUSE/ RELOCATE ALL EXISTIN6 DOOR A55EMBLIE5 IN NEW BUILD OUT. REMOVE FLOOR COVERING IN NEW BUILD -OUT AREAS ONLY. SCRAPE THESE FLOORS GLEAN OF ALL ADHESIVE, PAD ETC. TO SMOOTH FINISH AND BROOM GLEAN. REMOVE EXI5TIN6 WALL FINISHES ALSO IN THESE AREAS ONLY, SKIM GOAT TENANT WALLS TO PREPARE FOR APPROVED FINISH. SAA SHLEMMER+ALGAZE+ASSOCIATES interiors and architecture LOS ANGELES - NEWPORT BEACH 6041 Bristol Parkway Culver City, California 90230 `I' [310] 553-3252 F [3101 553-9449 3300 Irvine Avenue Suite 130 Newport Beach, California 92660 T [9491724-8958 F [949] 724-1981 GIALEXFO-i\ALE%LIB\LOGOS-\RREEFL-I\togo.,jpg ANY FIRE LIFE SAFETY EQUIPMENT SHALL BE LEFT IN PLACE. IF STRUCTURE �• IS HOLDING THE ITEM IS REMOVED, THE CONTRACTOR SHALL SUPPORT THE FIRE H LIFE SAFETY DEVICE IN A MANNER THAT DOES NOT IMPAIR IT'S FUNCTION AT ANY TIME. W r**. a UL1J tV REMOVE EXISTIN6 RESTROOM PARTITIONS AND DOORS A5 SHOW. W CM d REMOVE AND RELOCATE (1) TO I LET AND (1) SINK A5 SHOWN. IT co co a z 1 cr Z co co GENERAL NOTES ,— #— 7P • LEAVE -SPRINKLERS INTACT A5-I5 (ONLY DURIN6 DEMOLITION). ALL FIRE LIFE 5AFETY EQUIPMENT SHALL 13E LEFT IN PLACE. A Mcm `"r{ c IF STRUCTURE IS HOLDING A co DEVICE I5 REMOVED, THE CONTRACTOR SHALL SUPPORT THE FIRE LIFE SAFETY DEVICE IN A MANNER THAT DOES NOT IMPAIR IT'S FUNCTION IN ANY WAY. • REMOVE ALL DATA/TELE CABLING IN CEILIN6 BALK TO ORI6INAL REMARK. (UNLESS OTHERWISE INSTRUCTED) • ABANDON PLUMBIN6 LINES AND DRAINS TO BE REMOVED BACK TO POINT OF ORI6INATION AS REQUIRED FOR NEW TENANT'S BUILD -OUT. • AFTER DEMOLITION THE SPACE SHOULD BE LEFT IN A CLEAN AND BROOM SWEPT CONDITION. • INTENT OF THE DRAWIN6 IS TO SHOW EXI5TIN6 BUILDING CONDITIONS WITH INFORMATION DEVELOPED FROM AVAILABLE DOCUMENTS. CONTRACTOR SHALL MAKE A DETAILED SURVEY OF EXI5TIN6 CONDITIONS PERTAINING TO THE WORK BEFORE COMMENGIN6 DEMOLITION. THE CONTRACTOR SHALL REPORT DISCREPANCIES BET11EEN DRAWIN65 AND ACTUAL FIELD CONDITIONS TO THE ARCHITECT. • MAIN' IN FULLY CHARGED FIRE EXTINGUISHER READILY AVAILABLE DURIN6 ALL DEMOLITION OPERATIONS. • ALL REMOVED MATERIAL OTHER THAN ITEMS TO BE SALVA6ED OR REUSED SHALL BECOME CONTRACTORS PROPERTY U.N.O., AND SHALL BE REMOVED FROM OWNER'S PROPERTY. GLEAN UP AND DISPOSE OF DEBRIS PROMPTLY AND CONTINUOUSLY AS THE WORK PRO6RE55E5. SECURE AND PAY FOR REQUIRED'HAULIN6 PERMITS, PAY DUMPIN6 FEES AND CHAR6E5. WHERE CONSTRUCTION TO BE REMOVED INTERSECTES CONSTRUCTION TO REMAIN, WORK SHALL INCLUDE OF ALL ATTACHMENT DEVICES (SHOT PINS, ANCHORS, LAB BOLTS, NAILS, NAILERS, SHIMS, ETC.) • 1/8"=1'-0" DATESISSUE �� REVISIONS PLAN CHECK CORRECTIONS ♦m • )i • - Ito • • • OWNERSHIP AND USE OF DOCUMENTS All Drawings, Specifications and copies thereof furnished by SAA Interiors are and shall remain it s property. They are to to be used only with respect to this project. Federal low prohibits the reproduction, display, sale, or other disposition of this document without the express written consent of Shlemmer+Algaze+Associates Interiors & Architecture. DATE: 6.14.05 DRAWN: AEM PROJECT NO: 10.05.0287 SCALE: I AS NOTED SHEET NO: 3 RESTROOM- ELEVATION (TYPICAL) PARTITION SYMBOLS �Nl EXISTIN6 PARTITION TO REMAIN 2 NEW PARTITION, TO SUSPENDED GEILIN6 ABOVE < UNO. f � 2 NEW PARTITION, 6" ABOVE SUSPENDED CEILING W/BATT INSULATION ON BOTH 51DES TYP. B1 0 NEW PARTITION, TO SUSPENDED GEILIN6 ABOVE 6EILIN6 W/ GLASS WINDOW, rfrE EXISTING WAREHOUSE CA TYPE "A" - 2 1/2" X 25 6A. METAL STUDS PARTITION FLOOR TO UNDERSIDE OF GEILIN6 # 2'-0" Q.G. WITH TYPE "X" 6YP. BOARD ON BOTH SIDES. PROVIDE BRACING ABOVE GEILIN6. (SEE DETAIL #1/D-1.0) A 1 6 A LOCK TYPE A f B1 GEILIN61"@ 2 -0" O.C. NITHATYPE �"X" 6YP. BOARD ON BOTH SIDES W L STUD PARTITION FLOOR TO 60 ABOVE 2 r B GATT INSULATION. PROVIDE BRACIN6 ABOVE CEILIN6. (SEE DETAIL #4/D-1.0) 1 J \� �.,".=1 ~`' --- A �6 TYPE "6" - 6YP. BOARD PARTITION TO MATCH EXISTIN6 1 � � O10 5 a' FRAME TYPE i MATCH EXI5TIN6 HE16HT = MATCH EXISTING 3_ _ 6LA55 FINISH MATCH EXISTIN6 6LA55 6LA55 THICKNE-55 = MATCH EXISTIN6 THICKNESS = MATCH EXISTIN6 2b TOWEL- ( SEE DETA F L # 10/D-1 .0) <--- OFF ICE ARE S O a D 15F . 2,854 1100 = 21 066UFANT5 A PARTITION KEYNOTES 1 all PLAN (TYPICAL NEW 6LASS WINDOW, FRAMES A ATGH EXISTING GLASS WINDOW. SEE O13 � A E I � � � ELEVATION #2 THIS SHEET. TEMPERED GLASS. 2 I CONTRACTOR TO VERIFY AND MODIFY FIRE LIFE SAFETY SYSTEMS. COORDINATE W/ ELECTRICAL , FIRE LIFE SAFETY AND BUILDIN6 d SAFETY. PROVIDE NEW RE5TROOM5 WITH FIXTURES AND PARTITIONS AS SHOWN, RELOCATE (1) > i 004 TOILET AND (1) SINK. ADD (1) NEW TOILET, (1) URINAL d (1) NEW SINK 3 005 1 f �r FAUCET AS REQU I RED. FLOOR TO BESHEET VINYL WITH COVED BASE, PAINTED WALLS d 6YP. BOARD GEILIN6, 54�� A.F.F. WAIN560AT-F.R.P., SEE -� ELEVATION/DETAIL #3 ON THIS SHEET. THROU6H�lT � ACCESSORIES I �TPTCH ESISEXISTIN �1QHALLWAY REST AS REWIRED E6TOWEL DI ,TOLLET PAPER D, F. R.F F. TOILET SEAT COVER D15PEN5ER5, 50AR DISPENSERS, SANITARY NAPKIN WAR E H O WA I NSGOAT DISPENSERS, 6RAB BARS AND MIRROR PER A.D.A.. SEE ELEVATION/DETAIL ON THIS SHEET. +4" A. F. F. Q REPLACE DEADBOLT LOCK IN MAN —DOOR ADJACENT TO SUSAN STREET. I X\`_'.' OMIT. O16 017 O18 O01 002 OFFICE 1 _ > 50 ! 100 2 Nt - aT- `� 2 WINDOW GLASS- ELEVATION A _______________________ -_._.____ --_ ---_-_----___---------� LANDSCAPE VAR I 55 MATCH EXISTING VARIES PARTITION PLAN 1 SCALE:1/T=T-(r z H ROOM SCHEDULE GENERAL NOTES DOOR SCHEDULE # ROOM NAME o 111 PROVIDE NEW BUILDIN6 STANDARD THRESHOLD, WHERE REQUIRED. MAXIMUM THRESHOLD HE16HT AT 001 EXISTIN6 RECEPTION AREA ° DOORS SHALL BE 1/2" WITH 1/4" BEVEL. DOOR NUMBER a�s0 z 002 EXISTING OFFICE ' ALL FINISHED PARTITIONS SHALL BE PLUMB, STRAIGHT AND TRUE AND SHALL HAVE TAPED JOINTS, � EXF STI N6 OFFICE FLUSH AND SMOOTH. 14 x � 004 EXISTING CLOSET <C UQ STANDARD DRYWALL STUD5 SHOULD BE ELECTROGALVANIZED STEEL WITH PUNCHED UTILITY OPENIN65 DOOR HARDWARE EXISTIN6 RE5TROOM AND KNURLED FLANGE AT LEAST 1-1/4" WIDE FLANGE RETURNS. FURNISH 25 6A. STUD5 EXCEPT EXISTING RESTROOM WHERE 20 6AU6E OR HEAVIER IS SHOWN OR REQUIRED. DOOR TYPE I2 ® EXI5TIN6 SERVER 6AU6E SPECIFIED ABOVE ARE A MINIMUM, WHERE REQUIRED 57UD HEIGHT ME55 CODES APPROVALS, 3'-0°�'. 1 n 008 NEW RESTRDOM -WAREHOUSE • PROVIDE HEAVIER 6AU6E STUDS OF DECREASE STUD SPACIN6 AS NECE55ARY TO CONFORM TO CODE. AOCgSALLENEW DPP�LLLEVERDWARE TO BE ELEVATION A NEW RE5TROOM -WAREHOUSE CONTRACTOR TO SUBMIT SUBMITTALS OF ALL (FINISHES, PLUMBIN6 FIXTURES, ELECTRICAL NOTE: ALL NEW DOORS ARE TO BE 3'-0" WIDE ' COMPONENTS, DOOR HARDWARE AND L16HT FIXTURES) TO ARCHITECT FOR WRITTEN APPROVAL PRIOR MIN. UNLESS OTHERWISE NOTED. DOOR ELEVATIONS O10 WAREHOUSE STORAGE TO ORDERI N6 MATERIAL. IF SUBMITTALS ARE NOT SUBMITTED AND APPROVED IN WRI TINE THE RESTROOM LEGEND KEY PLAN 011 EXISTIN6 OFFICE CONTRACTOR WILL BE RESPON5FBL.E FOR ALL COST A55XIATED WITH REPLACEMENT. DOOR TYPE 012) EXISTIN6 OFFICE • F.E.G FIRE EXTIN6UI5HER TO MATCH BUILDIN6 STANDARD. WATER CLOSET SHALL BE KOHLER MODEL K-542-1 WHITE, 1.5 6PM 013 EXISTING OFFICE ° SUBMIT CUT -SHEET OR ACTUAL DOOR SAMPLE FOR APPROVAL PRIOR TO PURCHASE OR FABRICATION FLOW. FIXTURE SHALL MEET THE HANDICAPPED ACGE55 REGULATIONS 014 OMIT { OF DOORS. HARDWARE 50HEDUL.E (COMPLETE WITH CATAL06 GUT SHEET.) 015 OMIT • A NEW EXTERIOR STOREFRONT DOOR a. EXTERIOR ENTRY HARDWARE OF THE STATE OF CALIFORNIA. RESIDUAL PRESSURE 15 25 P.S.I. 1 1/2" STAINLE55 STEEL 6RAB BARS BY BOBRIGK WITH CONCEALED 0 6 MAXIMUM DOOR OPERATION PRESSURE FOR INTERIOR DOORS SHALL BE 5L35. TYPE: STOREFRONT METAL LOCK5ET: MATCH EXISTIN6 MOUNTIN6 (8-6206 X 36, B-6206 X 48) EX OFFICE FRAME: MATCH EXI5TIN6 HIN6E5: MATCH EXI5TIN6 O1't EXI5TIN6 OFFICE ' DOOR HARDWARE SHALL BE PUSH-PULL OR OTHER TYPE WHICH DOES NOT REQUIRE 6RASPIN6 AND HE16HT: MATCH EXISTIN6 CLOSER: MATCH EXISTIN6 LAVATORY SHALL BE KOHLPR #2661- HUDSON, WHITE. THE FIXTURE TURNIN6. FINISH: MATCH EXI5TIN6 DOOR STOP: MATCH EXISTIN6 SHALL. MEET THE HANDICAPPED ACCESS RE6ULATION5 OF THE STATE O18 EXISTING OFFICE THRESHOLD: MATCH EXISTING OF CALIFORNIA. PROVIDE THERMOSTATIC MIXIN6 VALVE MOLL. THE • CONTRACTOR SHALL FURNISH AND INSTALL ALL DOORS, HARDWARE AND FRAMES REQUIRED FOR A WEATHER5TRIPIN6:MATG44 EXISTIN6 LAVATORY FAUCET SHALL BE OF THE LEVER TYPE, DELTA 501 WE OR COMPETE AND PROPER INSTALLATION. STRIKE: MATCH EXF5TIN6 EQUAL. , FINISH: MATCH EXISTIN6 • ALL DOORS SHALL HAVE DOOR OR FLOOR 5TOP5 TO PREVENT DAMA6E TO DOOR, HARDWARE OR / INSULATE PIPES UNDER SINK. BROCAR PRODUCTS INC. TRAP WRAP SCOPE OF WORK ADJACENT WALL SURFACES. KIT STANDARD WHITE. ' CONTRACTOR TO VERIFY ALL KEY REQUIREMENTS WITH LANDLORD AND SHALL COORDINATE BUILDING 5 BUILDIN6 STANDARD 5IN6LE INTERIOR DOOR b. INTERIOR LATCHSET STANDARD CYLINDERS AND KEYWAYS AS REQUIRED. TYPE: BUILDING STANDARD LATC+SET: MATCH EXISTIN6 SURFACE MOUNTED TOILET PAPER DISPENSER. BOBRICK CONTURA oasneew aaueE FRAME: MATCH EXISTIN6 HIN6E5: MATCH EXISTIN6 SURFACE MOUNTED MULTI -ROLL. • ALL DOORS SPECIFIED SHALL BE FINISHED ON BOTH FACES AND ON THE HIN6ED AND STRIKE ED6E5, HEI6HT: MATCH EXI5TIN6 DOOR STOP: MATCH EXISTIN6 TOP AND 50170M EDGES UNFINISHED. FINISH: MATCH EXISTIN6J SURFACE MOUNTED TOILET SEAT COVER. BOBRICK C.ONTURA SURFACE MOUNTED TOILET SEAT COVER DISPENSER. • CORRIDOR DOOR OPENIN65 SHALL BE PROTECTED BY A TI6HT FITTING SMOKE AND DRAFT CONTROL " „ " " „ A55EMBLY HAVIN6 A FIRE RATFN6 OF NOT LE55 THAN 20 MINUTES (UBC 1005.8.1) DOOR SHALL BE E. EXISTING 1RELOGATED INTERIOR DOOR e. EXISTS INTERIOR L0GK5ET 4 -O X 2 -0 SIZE. TEMP MIRROR SET IN U SHAPE CHANNEL. SELF CONTROL OR AUTOMATIC CLOSIN6 BY ACTUATION OF SMOKE DETECTOR. TYPE: EXISTIN6 DOOR LOCK5ET: EXI5TIN6 FIELD VERIFY SIZE. ALL BATHROOM ACGE550TIN TO BE ON ALL FRAME: BUILDING STANDARD HINGES: EXISTING GONTURI� SERIES, STAINLESS STEEL. WITH SATIN FINISH O! ALL ' CONTRACTOR TO VERIFY IF X-RAY 15 REQUIRED PRIM TO CORE DRILLING. HEI6HT: BUILDING STANDARD DOOR STOP: EXF5TIN6 (� EXPOSED SURFACES. FINISH: BUILDING STANDARD � SURFACE MOUNTED SOAP DISPENSER. WNHOUBE Now- ' PATCH AND REPAIR WINDOW MULLIONS AND SILLS A5 REQUIRED, ' ALL PARTITI0N5 ARE DIMENSIONED FINISH TO FINISH U.N.O. NEW METAL TOILET WALL MOUNTED PARTITION. �...� ' J PROVIDE URINAL., KOHLER #SONG -ER DEXTER, WHITE. FURNATi1RE VENDOR SHALL VERIFY EXISTING FIELD CONDITIONS AND DIMEN510N5. o PROVIDE HANDICAP 516NA6E ON DOOR AS REQUIRED. SEE SHEET A-0.2/#4 6041 Bristol Parkway Culver City, California 90230 T [310] 553-3252 F [3101 553-9449 3300 Irvine Avenue Suite 130 Newport Beach, California 92660 T [949) 724-8958 F [9491724-1981 7 PROJECT i f j ISSUE DATES 'TENANT REVISIONS �.� PLAN CHECK CORRECTIONS OWNERSHIP AND USE OF DOCUMENTS All Drawings, Specifications and copies thereof furnished by SM Interiors are and shall remain it's property. They are to t, be used anN with respect to This project. Federal taw prohRbits the reproduction, display, sale, or ,their disposition of this document without the express written consent of Shlemmer+Alpze+Associates Interiars & A Wtecture. DATE: 16.14.05 DRAWN: I AEM Z10.05.0287 SCALE: I AS NOTED M SHEET NO: I� • REFLECTED CEILING PLAN. • CEILIN6 SUSPENSION SYSTEM SHALL BE CONNECTED AND BRACED DIRECTLY TO THE STRUCTURE AT THE MEANS OF E6RE55 SERVIN6 AN OCCUPANT LOAD OF 50 OR MORE AND AT LOBBIES ACCE55ORY TO GROUP A OG6UPANCIE5. 5PACIN6 OF VERTICAL HAN6ER5 SHALL NOT EXCEED 2 FiEri' ON CENTER ALONG THE ENTIRE LEN67H OF THE MEANS OF E6RE55 OR LOBBY. • ALL LAY IN PANELS SHALL BE SECURED TO THE 5USPEN5ION SYSTEM WITH TWO HOLD-DOWN CLIPS MINIMUM FOR EACH TILE WITHIN A 4-FOOT RADIUS OF THE EXIT LI6HT5 AND EXIT 5I6N5. • CONTRACTOR SHALL RE! TO ALL PERTINENT SECTIONS OF THE 6ENERAL NOTES, 51"ECIFICATION5 AND 6ENERAL CONDITIONS AND SCHEDULE OF FINISHES FOR COMPLETE AND PROPER INSTALLATION OF AM. • CEILIN6 GRID SHALL BE INSTALLED WITHIN A LEVEL. HORIZONTAL TOLERANCE OF 1/6" 12'-0" SUPPORT AND BRACE AS INDICATED ON DETAIL #15/D-2.0. ® 6ENERAL CONTRACTOR SHALL INSURE CLEARANCE FOR LI6HT FIXTURES, DUCTS FIRE SPRINKLERS, ETC. SHOULD ANY OBSTRUCTIONS OCCUR THAT PREVENT INSTALLATION OA ANY REQUIRED COMPONENT, NOTIFY ARCHITECT PRIOR TO INSTALLATION OF 6RID. INSTALLATION WITHOUT APPROVAL SHALL BE REMOVED AND REINSTALLED PER DIRECTION OF ARCHITECT AT GENERAL CONTRACTORS SOLE EXPENSE. • IF REQUIRED BY PLAN CHECKER OFFICIAL OR CODE, SMOKE DMTOR5 SHALL BE INSTALLED IN TENANT SPACE BY LICENSED ALARM 5Y5TEM5 CONTRACTOR, NIORK SHALL BE CONNECTED TO EXI5TIN6 BUILDIN6 SYSTEM. • ELECTRICAL ENGINEER WILL BE RESPONSIBLE FOR EMER6ENCY LI6HTIN6 CALLS AND SPECS. • ALL SPRINKLERS ARE BUILDIN6 STANDARD SEMI- RECMSED POLISHED CHROME THROU6HOUT U.N.O. • NOTE: ALL SU55TITUTION5 SHALL BE APPROVED BY ARCHITECT DURING BIDDING OR WILL NOT BE ACCEPTED. • ALL SWITCHIN6 AND LI6HTIN6 LAYOUTS SHALL COMPLY WITH TITLE 24. • LI6HTIN6 SHALL ACCOMMODATE THE NEW OCCUPANCY. DESI6N FOR 60 FOOT CANDLES (2 WATTS/5QUARE FOOT MAXIMUM) AT 30" ABOVE FINISH FLOOR FOR ALL AREAS EXCLUDING HALLS AND TOILETS. • PROVIDE AN EMER6ENCY EXIT AND EXIT LI6HTIN6 SYSTEM A5 REQUIRED BY 60VERNIN6 JURISDICTIONS. • THE HEATIN6, VENTILATIO6, AND AIR CONDITIONIN6 SYSTEMS SHALL ACCOMMODATE THE NEN OCCUPANCY. ALLROOM5 AND AREAS SHALL HAVE SUPPLY AND RETURN AIR. THEWOSTATS SHALL HAVE AUTOMATIC CHAN6E0VER FEATURE, (NO MANUAL SWITCHIN6 FROM HEATIN6 TO COOLING GYCLE5), WITH METAL, NON VISUAL TAMPER PROOF Cl)YERS. • * SUMMER: OUTSIDE AIR 418 DEGREES D.B., '11 DE6REES W.B.: INSIDE SPACE CONDITIONS -18 DE6REE5 D.B., 50% RELATIVE HUMIDITY. • WINTER: OUTSIDE AIR 55 DE6REES D.B.: INSIDE SPACE CONDITIONS 66 D66REE5 D.B. • * RELOCATION AND/ OR ADJU5T THE HVAC DISTRIBUTION AND RETURN SYSTEMS AS REQUIRED FOR THE REMODEL AREAS. BALANCE HVAC AIR BALANCE REPORT TO COUNTY OF VERIFICATION AND RECORD. • IF LI6HT FIXTURES ARE TOD REU5E1/RELOCATED CONTRACTOR SHALL CLEAN 4 RE -LAMP TO MATCH AS NECESSARY. • HVAC ZONES AND T-STAT LOCATIONS TO BE APPROVED BY TENANT PRIOR TO INSTALLATION. • REWORK HVAC, SPRINKLERS, FIRE LIEF SAFETY AND SWITCHIN6 A5 REQUIRED. • PROVIDE ACCESS PANELS AS REQUIRED WHERE CEILIN6 SYSTEM IS 6YP BOARD. (EXACT LOCATION OF ACCESS PANELS TO BE APPROVED BY TENANT) • *4EN MORE THAN ONE SWITCH I5 REQUIRED AT THE SAME LOCATION, THEY SHALL BE 6AN6ED AND FINISHED WITH A ONE PIECE COVERPL.ATE. • CONTRACTOR TO VERIFY WITH ARCHITECT IF LINEAR DIFFU5ER I5 REQUIRED WHERE CEILIN6 SYSTEM IS 6YP. BOARD. 71 LMINOR NEN 2x4 BUILDING STANDARD PARABOLIC, LAY IN 6RID FLUORESCENT L16HT FIXTURE, 5-TUBE, 2-1-1 VOLT FLUORESCENT FIXTURE WITH T-8 LAMP AND ENER6Y SAYING BALLAST, LAY IN TRIM, HEAT -REMOVAL TROFFER. SEE DETAIL #1/D-2.0. INDICATES ONE SIDED OR TWO SIDED 5I6N NEA/RELOCATED BUILDING STANDARD ILLUMINATED EXIT 5I6N. L` INDICATES DIRECTIONAL 6RAPHIC NEW BUILDIN6 STANDARD 2x2 OR 2x4 CEILIN6 6RID AND TILES, MATCH EXISTIN6 IN SUITE. SEE CEILIN6 6ENERAL NOTES. HNFA DRY ALL CEILIN6, REFER TO DETAIL # 10/D-2. 0 * PROVIDE NEW CEILIN65 d LIGHT FIXTURES IN NEW OFFICES 0 HALLWAY EXTENSION TO MATCH EXI5TIN6. PROVIDE GYP. BOARD CEILIN6 IN NEW RE57ROOM5 +8'-0" A.F.F., PROVIDE LI6HT FIXTURES TO MATCH EXISTIN6. LI6HT AND VENTILATION TO BE PER CBC SECTION 1202. MINIMUM OF 15 CFM OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR VENTILATION. ■ S A, SHLEMMER+ALGAZE+ASSOCIATES interiors and architecture LOS ANGELES - NEWPORT BEACH 6041 Bristol Parkway Culver City, California 90230 T [310] 553-3252 F [310] 553-9449 3300 Irvine Avenue Suite 130 Newport Beach, California 92660 T [949] 724-8958 F [949] 724-1981 G,\ALEXFD-I\ALEXLIB\LDGOS—\RREEFL—i\togo.Jpg t! DATES FA, 0 , CORRECTIONS PLAN FAMM FAMM FAIN- rDe-scription • 1 OWNERSHIP AND USE OF DOCUMENTS All Drawings, Specifications and copies thereof furnished by SAA Interiors are and shall remain its property. They are to to be used any with respect to this project. Federal low prohibits the ;prodreproduction, display, sale, or other disposition of this document without uction, exprew written consent of Shlemmer0lilaze0sw fates Interiors & Architecture. DATE: 6.14.05 DRAWN: AEM PROJECT NO: 10.05.0287 SCALE: 1 AS NOTED REFLECTED CEILING PLAN • ALL 0UTLET5 ARE NEA, U.O.N. 5IN6LE 6AN6 TELEPHONE SOX/DATA. PROVIDE 5/4" CONDUIT AND STUB -UP AT +6" ABOVE THE CEILIN6 MOUNT BOX AT THE SAME HEI614T AS THE ELECTRICAL OUTLET BOX(V/D CABLE5). �b DUPLEX ELECTRICAL OUTLET. OUTLET IS WALL MOUNTED 15" Ate UNLESS NOTED T1 OTHERWISE, PROVIDE 120 V, SIN6LE PHASE, 15 AMP, THREE WIRE (6ROUNDED) WITH 1/2" CONDUIT. SAA SHLEMMER+ALGAZE+ASSOCIATES interiors and architecture 6041 Bristol Parkway Culver City, California 90230 T [310] 553-3252 F [310] 553-9449 3300 Irvine Avenue Suite 130 Newport Beach, California 92660 T [949] 724-8958 F [949] 724-1981 C,\ALEXFD-I\ALEXLIB\LUGDS-\RREEFL-i\togo.jpg le- qqt UJ 0 in W N W cc O) GENERAL NOTES UJ CO E-.. Co < • OUTLET COLOR TO MATCH BUILDING STANDARD, UNLE55 OTHERWISE NOTED. cc z • TOTAL ENER6Y CONSUMPTION FOR POWER IS 6.0 WATT5 PER SQUARE FOOT OR AS „� co Z REQUIRED BY G.A.C. TITLE 24. =) < • ELECTRICAL CONTRACTOR TO FIELD VERIFY THAT ALL CIRCUITS AT THE MAIN PANEL co c ARE ADEQUATE FOR NEW REQUIREMENTS, INSTALL NEN CONDUIT, OR PANELS IF REQUIRED. • CONTRACTOR MUST COORDINATE ALL ELECTRICAL OUTLETS FOR FURNITURE A/ FURNITURE CONTRACTOR BEFORE PLACEMENT IN FIELD. CM M CO Z • CONTRACTOR SHALL PROVIDE ELECTRICAL AND MECHANICAL "IN65 STAMPED AND CO CO 516NEP BY LICENSED EN6INEER5. PROVIDE COMPLETE AORICIN6 DRAAIN65, CALCULATIONS AND DESCRIPTIVE DATA AS REQUIRED TO OBTAIN PERMITS FOR TENANT ELECTRICAL !"I w. • LANDLORD MUST REVIEA PLANS PRIOR TO START OF INSTALLATION. THREE (5) SETS OF DRAWIN65 MUST BE PROVIDED FOR REVIEA. • LABEL ALL JUNCTION BOXES AITH CIRCUITS. LABEL PANELS AITH PREPRINTED TYPEARITTEN PANEL SCHEDULE. • ALL CONDUIT RUNS IN EMT OR FLEX, NO BX OR PREAIRED CABLE. • PREPRINTED IDENTIFICATION REQUIRED FOR ALL NEA EQUIPMENT. • CONTRACTOR TO PROVIDE CONDUIT BETAEEN TENANT'S TELEPHONE EQUIPMENT AND BUILDIN6 TELEPHONE CLOSET. SIZE AS REQUIRED BY TENANT VENDOR. • ALL ELECTRICAL OUTLETS TO BE 120 V. 5IN6LE PHASE AND MINIMUM 15 AMPS 5-WIRE 6ROUNDED AITHIN 1/2" CONDUIT. (UNLESS OTHERWISE NOTED) PROVIDE SUPPORT FOR ALL CONDUITS ABOVE THE CEILING, AS REQUIRED PER CODE •XMMI--Ak, OF WORK - - ZZAN A/10 �*IOWER & TELEPHONE PLAN DATESISSUE i�L"fiilatilREVISIONSI ,11■ 'All � �'JaCORRECTIONS SAMe ram'-�■��■�su� OWNERSHIP AND USE OF DOCUMENTS All Drawings, Specifications and copies thereof furnished by SAA Interiors are and shall remain it s property. They are to to be uses! any with respect to this project. Federal low prohibits the reproduction, display, sale, or other disposition of this document without the express written consent of ShlemmerOlgazeOssociates Interiors do Architecture. DATE: 6.14.05 DRAWN: AEM PROJECT NO: 10.05,0287 SCALE: I AS NOTED POWER & TELEPHONE PLAN SHEET NO: ITEM :PAINT ® LOCATION :REFER TO PLANS MANUFACTURER :TBS COLOR :TB5 FINISH :T55 INSTALLATION .2 COATS MINIMUM ITEM :CARPET LOCATION :REFER TO PLANS MANUFACTURER :TBS STYLE :TB5 COLOR :TBS INSTALLATION :TB5 BASE :T55 ITEM :VINYL COMPOSITION TILE LOCATION :REFER TO PLANS MANUFACTURER :T135 STYLE :T55 COLOR :T135 517E :12x12 BASE :TB5 INSTALLATION MANUFACTURER SPECS 2 ITEM -RL T- RE5I5TI YP BOARD ® LOCATION iR00 0 +54 MANUFACTURER ;MARLITE, WALL SYSTEMS COLOR :WHITE N ITEM LOCATION MANUFACTURER STYLE COLOR INSTALLATION BASE FINISH KEYNOTES (1 OMIT. 1 ® PROVIDE NEW BUILDIN6 STANDARD TRANSITION STRIP, REFER TO DETAIL #&ID2.0. CONTRACTOR TO REFINISH DOOR (REMOVE ALL SCRATCHES AND DIN65) KHEN TO BE REUSED • 6ENERAL CONTRACTOR TO PREPARE ALL WALLS (NEW AND EXISTIN6) TAPED, SANDED AND SMOOTH TO RECEIVE PAINT. ® ALL SURFACES TO BE PAINTED TO RECEIVE ONE COAT OF PRIMER AND TWO FINISH COATS OF PAINT PER SPECIFICATION. ® 6ENERAL CONTRACTOR TO SUBMIT SAMPLES OF ALL WALLCOVERIN6 OR PAINT TO OWNER FOR APPROVAL PRIOR TO ORDERIN6. • REPAIR/REPLACE WINDOW COVERIN65 WHERE- NECESSARY. + CONTRATOR TO PREP FLOORS AS REQUIRED FOR NEW FLOOR COVERIN6, FLOAT FLOORS TO LEVEL SURFACE AS RMIRED. ■ � SIN�SH_ PLAN. SCOPE OF WORK SAA SHLEMMER+ALGAZE+ASSOCIATES interiors and architecture 6041 Bristol Parkway Culver City, California 90230 T [310j 553-3252 F P101553-9449 3300 Irvine Avenue Suite 130 Newport Beach, California 92660 T [9491 724-8958 F [949] 724-1981 G\ALEXFB-I\ALEXLIB\LQGDS-\RREEFL-I\logo.jpg • i 18-8UE BATES REVISIONS rMAM�JENANT Alm .CHECK CORRECTIONS - ♦'IAIIIIIIIIIIIIIIII ��----■1 f- OWNERSHIP AND USE OF DOCUMENTS All Drawings, Specifications and copies thereof fumished by SAA Interiors are and shall remain it's property. I They ore to to be used only with respect to this project. Federal low prohibits the reproduction, display, sole, or other disposition of this document without the express written conserit of ShlemerOlgozeOssociotes Interiors do Architecture. DATE: 6.14.05 DRAWN: I AEM PROJECT NO: 1 10.05.0287 SCALE: I AS NOTED M SHEET NO: 1/2' 6AP, FILL NITH FIRES RA'S SEAU►Nr AT BOTH SIDS GGNT'. AN FIRE PROTBGT`ION LARK .= #25135 (APPL1E9 TO F NALL 010 MATCH EX I 5T I N(5 1/2' SHIN METAL SG0 TO U. MIN - ___ 2-1/2° x W. METAL 1RAGK SEUJt TO 5!._ I D I NG GLASS I NDC7YV Z RUM0 CRAM E,HILTI OR 159)AL.I.G.B.O #4352iLARR 02582 ! MICIURE 0VE ON15Z W 1A' x 2' P A8 ST AGTLVATED DRIVE PIN ! 21-0' Q.G. IN ' `' f' ' u --- 010 SELF 1MEET METAL 506, TAPPIN5 S t° 1/2' SNEET FETAL SCMTEN TO Ub. RAIN RUMNQt r ACMORPANCE W 'HILTI' LARR #02582 - `- 12 6A. BRAGIN6 HIRE, SEE DETAIL ! CMIAMB.,HILTI OR EURMAL.I.G.B.O #4352/LARR METAL STUD-I.G.B4O. #41821i.ARR 240. MATCH r-X I 5T I NG I V I NG TRACK X lU s' �: C � :: ': '- - ZI f T-$AR GEILIN6 (SEE I�GTIS? GL6.PL.MM) If RB BATT IN5laI ATION *EREin.5L T-BAR CEILINS (SEE InIZTED ah." IF APPLICABLE IGBO #2244/L/�R 22179 ':. APPLICABLE 10#2244AARR 22174 2-112' x 25bA. NTl . i 2-1/2' x 256A. METAL FLOOR TRACK � r�� ALL PARTITIONS MST BE TAPED,FILLST NO \ ALL PARTITIONS MNST BE Tft FILLED AND XM TO SIRl1GIURE DOVE W IA' x 2' ? TO RECEIVE A PAINT FINISH BELON CEILI TO NEr2:IVE A PAINT FINISH MA GEIL LIME. POW ACTIVATED DRIVE PIN ! 2'-0' O.G. 'HILTI'-I.G.B.O. . U'ILIM15 LINE. f IN ACGOl1 #9 MU #163Q /LARK #22668. _. 2-1/2' x 256A. FETIV. StIID ! 24' 0.6 N 518' 2-1/2' x 256A. METAL 51UD ! 24' 0.6 N 5/8' f TYPE W6YP. OP. ON WSIDE. L8dC0 OR TYPE W ff. 0D. ON MH SIDE. MW OR BWAL. AS PR I.G.B.O. #4182A ARR 240, _ - Be NHc34< OCCURS, RE#TR TO FINISH PLAN. Et>tiMAL. A5 PER I.G,B.O. 4182 LARK 24QZ;3. MM3iE CARPET OCGfiS _� I,G.B.O, #4182 REF. UBG TABLE 10 16-1.1 FOR F— RS BATT INRUTION 11 IRR OR UK.� ADDITIONAL INFORMATION d d a __ ___ __.-- __ ___ 2-1/2' x 3M. NIL. RUMMER 1/2' W, FILL HITH FATE-RA0 SEkANI �j j EXI5TIN6 to . FLR.SLIiB - BUTIN5 CAFE. U. SLAB o AT BOTH 510 &ONT. AID FIRE PROTECTION 5 L.ARR #25135 (APPL.IE5 TO 'F', 'F1', 'F2', d ` BOTTON TRACK WAV ! 24' O.G. W3116' DIA. ° 4 AND 73' K41 ONLY) � �� RED DEAD FASTM, ITN RAWA S HEAD OR BOTTOM TRACK MY,HW ! 24' O.G. W3116' DIA. �- -' EOM-. I.G.B.O #16M /LINR #22668. ° '' 10 HEAP FASD05, ITN RAMSET/RED MW OR tt- BWAL. I.G.B.O 016M /LARR #2266$. H ,X,'i 13-! 13 SILL PLATE CONE TION N.T.S. U 7 NOT USED 4 WALL TYPE "B1" N.T.S. 1 WALL TYPE "A" N.T.S. 10 WALL TYPE "Go) N.T.S. #10 MF TAPPING Simi M. 5fRf3'1 ATTAOkW TO KIC48 NIL. STUD KIQM WE FLOOR # 48' O.G. TO UNDERSIDE OF DEOK ABOVE. MAIN C456 TEE T-BAR GEILIN5 (SEE RnMO Gib. PLl3Mi _ -- 2-1/2' MIL. RM ALUM. DOOR FRAME HEAD DETAIL RffER TO DOOR 50E'XA.E / MI R TO PARTITION PLAN FOR MALL TYPE. AL UK DOOR FRAM RETR TO DOOR %HIA E i/� � N4� .. m DETAIL ! 'A' TYPE N.L5 MIN. Mi►1,1. *ERE OCUlRS 14 HEADER JAMB 11 NOT USED 8 NOT USED 5 NOT USED 2 NOT USED 15 NOT USED 12 NOT USED 9 NOT USED 6 NOT USED 3 NOT USED SAA SHLEMMER+ALGAZE+ASSOCIATES interiors and architecture LOB ANGELES - NEWPORT BEACH 6041 Bristol Parkway Culver City, California 90230 T [310] 553-3252 F [310] 553-9449 3300 Irvine Avenue Suite 130 Newport Beach, California 92660 T [949] 724-8958 F [949] 724-1981 C+\ALEXFD-I\AI.EXLIB\EDGDS-\RREEFL-I\togo.Jpg PROJECT A i 4 1 . ISISLIIE DATES i►`!►I JENANT REVISIONS ,dTli�lPLAN! CHECK• .. ECTI TT� ♦T��■ITI� I►T� OWNERSHIP AND USE OF DOCUMENTS All Drawings, Specifications and copies thereof furnished by SAA Interiors are and shall remain it s property. They are to to be used onh, with respect to this project. Federal law prohibits the reproduction, display, sale, or other disposition of this document without the express written consent of ShiemmerOlpze+Associates interiors do Archilectum DATE: 6.14.05 DRAWN: AEM PROJECT NO: 10.05.0287 CONSTRUCTION DETAIL SHEET 1 SHEET NO: 10 SUSPNE O U. CONSTRUCTION AS PER I.G.B.O. # 1114 BRACIN5 DETAIL N.T.S LARK # 25348 0 #8 6A. HANGER MIRES 5PA0 4'-0' O.C. ALONb 1 1 /2' METAL CHAIRLS. (�) CCwRE55ION STRUrS, STEEL. SECTION WITH Lit RATION OF LOCATE HITHIN 6' OF INDS OF CHANN 1 RM. ATTACH #6 HIRE TO 200 MAX. ATTACH TO MAIN M#ERS 01/4" MACHINE COMPOSITE METAL DECK WITH HILTI CEILIN6 CLIP (662103111T) . BOLTS AND TO 5TF&TURE KITH 3M' DIA. FORR DRIVEN 2 1 1 /2' x 20 6A. STITL CHN& # 4' -0' O.G. PROVIDE I " CLEARANCE PIN'i. COF IE6510N 5TRIIt SNAIL NOT REPLACE W. SEE DETAIL METAL STUDS MIHMN ARMIN5 WALLS AND PARTITIONS. AT OOM SPLICES, INTERIOR LOCK FLAN65, OVl LAP ENDS 12' AND SEUlRE EACH END WITH PROVIDE u SION STRUTS PER UBG STD4118 . - DOUBi.E STRAND 12 6A. TIE MIRE. ; 5/8' TYPE °X' GYP. BD. 3 1. VERTICAL 5TRLIT: A STRUT FASTENED TO THE RAIN 1/0' X 20 6A. FETAL RVIN6 CHAN& KITH I" CLEARANCE no RUMER SHALT. BE D(1Elf ffi TO AND FA57M TO THE - -FETAL PIPE/ UT FURRIN6 ENDS AND ARMIN6 HALLS AND PARTITIONS. ATTACH FURRING STi31CTURAL 5UPPORTING THE ROOF OR FLOOR TO A 1 1I2' KITH FURRIN5 CLIPS INSTALLED AM. THE STRUT SHALL BE AD�GiUATE TO RESIST ON ALTERNATE SIDES AT SPLICES, NET FURRIN5 CHANW KITH AT THE VERTICAL U>MPONBIT INDUCED BY THE BRACING U56 FIRE CODE COFIPOUND AND LEAST 8` OVERLAP 5EC{�.Y MIRE TIE EACH DO KITH DOUBLE MIRE. STRAND T2 6A. TIE MIRE. YGT (R� TO FINISH! PLAN) 2. TBE HORIZONTAL R151RAINT POINTS SHALL BE LATERAL SUPPORT MIRES, #12 6A. (MIN) SPLAYM IN FOUR DIRECTIONS Ply 12 FEET ON CEIM IN WTH DIRECTIONS CARPET (i FER TO FINI5H qO DE6iif 5 APART. CONNECT TO 11/2' STE39• t 6' MAX. FROM X11H THE FIRST POINT KITHIN 6 FEET FROM EACH HALL. CIM FURRING C NEL TO STRUCTURE ADM AT AN ANGLE NOT UNFAZED THERMAFIBM DgMIN5 45 FROM PLANE OF CEILIN6. INSTALL LATERAL SUPPORT MIMS 6 12'-0' INTERVALS EACH DIRECTION KITH THE FIRST VBtTICAL STRIIGT. (TYP) UBG 5@ INSTALLATION PER '13JRKE' GTJ RUMER TRANSITION MiTR TO FINISH INS ALLATION LAFR_ POINT a 4`-0' (MW FROM EACH HALL. 4125 (A) d CITY OF LO5 WAS LARK #2325b PLAN FOR LOCATION CHICA60 METALLIC (TYP) FIRE STOP FOR HALL PE�E'iRATION UL 17LxiI6N 5/0' TYPE 'X' 6YPSUM BOARD. ATTACH 5tPS1M HOARD TO FURRIN5 NOS. HL-1021 AND KL-3023 C WRL5 KITH #8 %M METAL 50* # 6' O.C. MFN TO WACTi RER'S SPECIFICATIONS FOR INSTALLATION. r N.T.S. 7 RMIM1000164 "Sall N.T.S. Ll • a ID On ` N.T.S. SAA SHLEMMEWALGAZE+ASSOCIATES interiors and architecture 6041 Bristol Parkway Culver City, California 90230 T [310] 553-3252 F [310] 553-9449 3300 Irvine Avenue Suite 130 Newport Beach, California 92660 T [949] 724-8958 F [949] 724-1981 C:\ALEXFD-i\ALEXLIB\LDGDS-\RREEFL-t\togo.jpg I �1 Sjulml-j" Noy: qqt le-' 0 I. ALL 24' X 415' GEILIN6 LI6HT LLI FIXTURS E 24' X 24' WAG AIR MIME MIN. 4 j /� wr F615TE�L5 5tULl. BE SUPPORTED BY A MIN. 126A. BRACING W TIGHT TM IN 1-1/2' OF (2) TKO HANGERS ®OPPOSITE CMERS. BOTH Z3HD5 OF KIM TYP. 4O APART @ 12'-0' O.G. EA. q0 GOMPRE55ION 5TRUT 5GHEDUL.E � V W ix 0) GEILIN6 5f51N %I NOT SUPPORT MM KAY• I7E3H5. f # � lessess Size Al I owab 1 e Length ( L) TYPICAL 6 6A. VERrIGAI HMl68i KIM t 4'-0' EV MY;' jn� tri f� i /2" Diameter EMT L < 4' -Of' 2. ALL INTRIOR tULI 1 GEILIN6 W MIN. 3 T16W 7U1iHcs IN 1-1/2' BOTH M OF KIM. 45 �' 1-1/2' 'iE.ACK IRON' G1hWif3. AT NO. 12 LATERAL SUPPORT MIRE FINISHES SHALL BE I145TA IM IN ACGORDAN2 KITH UBG SECTION 42Z 48' O.C. (DRILL OR SEISMIC BRACTN6) KITHIN 3' OF EACH COM OF L16HT FIXTURE. SPLAY KIMS AS SHOMN AND _ „z'�' 3/4" Diameter EMT L < 6' -0" 9ik,. BE FLAIE SPREAD GL+S III MIN. GO F06ION STRIM, STEt3. SECTION KITH LA RATION OF 20O MAX. ATTACH TO MATH WRrNk3'S KITH 1/4' WINE_ 1/6' FJRRIN6 C WRL AT 4' O.C. FASTEN TO BEAM OR PURLIN MIN. OF 3 KIM TURNS EACH CONNIS✓TION POINT, 1 1 /4" Diameter EMT L < 8' -0" Doub 1 e Metal Studs BOLTS AND TO 5lR16TA KITH 5/16' DIA. PW DRIVER PINS. COMPRESSION 51VT 9H& NOT REPLACE KWER 5/8' TYPE 'X' GYP. OP. ATTACH KITH #10 SW TAPPING VRML issess KIRE. MAY BE M51T1D, &AGK IRON, Hd1" OR KOOD STih? (IN 5GH�5, � N0. 12 6A FIXTURE SUPPORT HIRES Fj S' -0" < L < 12 " V11 //�'� ♦ '`i V�/ Va► 01A15TIRE ttM5iRUGr14N TYPES AY) OR aM 5 ° 4 .o APPROJI� EttUAL. MA. HUNG KIM AT 0' O.G. AT ALL CMERS OF EACH FIXTURE. FIXTm SUPPORT MIRE SUPPLIED BY with minimum 2 sneers at each end L < 12'-0" : Pr^ov i de structural design ca 1 cu I at i ons . ao 55g1RI3) TO MTN AEJOVE W CEILINS CONTRACTOR. D cm Z APPRWBT FASTENSt�i 1Y1 18611. TIE HIRESLIJRIN6 FJRRIN6 60.0' MAX -TYP. 2'(KW FROM SWIMS KIM TO CRO% RUMERS. 45" i CHA "L TO ' -I�' SHAM a DEL. STRAND %ME TIE. 4s.0- LATERAL FORCE MEMIM SHALL BE SPACED A MINIMUM OF 6' FROM ALL HORIZONTAL PIPIN5 OR DUGTKORK THAT MAIN RUNNER 056 TIE Fame FLUORESCE NT FIXTURE 15 NOT PROVIDED KITH WXIN5 M51RAIN5 FOR HORIZONTAL. FMS. 9WIN6 MIRES SHALL BE ATTACHE) TO I MAIN 51RIZTi1K THE 6RID AND TO THE STRUCTURE IN 50 A MAFM THAT Te CAN SUPPORT A V516N LOAD OF NOT LE55 0551dM RUNNER 4'-0' O.G. THAN 200 POUNDS OR THE ACTUAL LOAD, MHI0fa 15 6REATBR, KITH A SAFETY FACTOR OF 2. IAMt°�SION 9TREJT5 PR UBG STD. 4T-16 STRUTS OTHER THAN THE ONE L15TM ABOVE MAY BE USE KITH AN E%UATION IBM BY ICBMO OMPROVIDE NATIONALLY ACGMPITED TE5TIN6 LABORATORY. C*FMSSION STRUT DETAIL al't 2' AS Ply LARR 22M M PER I.G.B.O. # 2244 1131 T-BAR CEILING 1. MICAL 5TfdlT: A STAIN FA51M TO THE MAIN RIM SHAII BE MW TO W PASIDED TO THE STRIGTURIL M 511PFORTIN6 THE ROOF OR FLOOR Wit. THE 51VT 5HU11. BE AZWATE TO R 51ST THE VERTICAL COMPW Iwo BY THE BRAGIN5 MITE, 2. THHFxE HORIZONTAL RE5TRAINT POINTS 5HULL IE PLACED 12 FM ON CINTL7l IN BOTH DIRECTIONS KITH THE FIRST POINT MITHIN b FEET FROM EACH KALL. VERTICAL 51WT (TT) UBG 51D INSTALLATION PER 47M (Al 4 CITY OF LOS 946E S LARK #225b CHICA60 METALLIC (TYP) 2-1/2'xZM. METAL 50 ATTACHED TO 51RUCTUM ABODE M11H 3/16' PD!'1ER DRIS PIN5 'R/WSET" 'SHORE TT'OR 'AMINO' OR APMW M. T-BAR GRID MAIN RNER 1/4' DIA. MACHHINE BOLT ACOUSTICAL OEILIN6 TILES �ILI.-IN EVAM5IUN ANGWJR T®. STRAP 1' RIVE x 2' L06 x 126A. 1/2'-4 TI6K Ti M 6A, SPLAYED SEI94I0 BRAGIN5 HIRE. VT ­IN KHOR 'HILTI OR SWAL 13 6A. x 3/4' KIDS. HLIN5 CLIP 'HILTI' OR i51AL 13 M. x 3/4' '1URN5. TI6HT 1URN5 6A. VR M&AL KIM WE. TEST I CUT OF 2 FOR TMICE THE ALLava LOAD. WU5TICAL CEILIN5 FAX OF KALL ® Ir�r* ; ` T t^;r •r t NOTE: POSSIBLE ALI6N MCEPTK E'S, 1T Lk7'HM OR DATA W 1:I$ ON A VERTICAL CENTBE.INE OF KU 501111C S, TH E WO'aTAT OR aM SIMILAR IMIS HIOU UP ON THE KU SURFACE. BHT 5NITOB/ OR MOTION ZTOR5 (60 RMOSTAT &Wirt., HIM M E ALARM PILL a'ION WHERE OCCURS E•3 !M Edo #10 SELF TAPPIN6 SHEET FETAL %NTH ATTACHE TO MOOD STRUCTURE. 12 6A. ERACIN6 MIRE: EXISTIN5 STRUCTURE. 2 1/2'x 25 6A. MTL STUDS # 24' O.G. W 5/6' TYPE 'X' 6M. op. EACH SIDE TYPICAL. PARTITION NOTES AND SPECS 1. ALL VOER5 TO !E AIN SHOT INTO ROOR SLAB KITH HILTI PM DRIVEN FAS1N36: A, iII DIA 6 24' Q.C. B. I . C. B.O. - RR#2388 G. L.A. CITY - RR#2%2 2. ALL PARTITIONS TO BE FREE AND INDE3'ENDBNT OF CEILING 6RID SUSPENSION SYSTEM, UN1155 07HER ISE NOTED. 3. ALL NON SLAB TO SLAB TO BE OM BRACED KITH KICKER STUDS FROM TOP OF PARTITION TO SIUTURE ABOVE. KICO TO BE 2 1/2' MIN. X 25 6A. STUDS 0 45 D)bM15 OFF HORIZONTAL, 4'-0' O.C., ALTERNATE DIRECTIONS. 4. ALL. FIRE RATE? PARTITIONS SHALL EE FULLY 00 AT TOP AND BOTTOM SIA85 W CONTINUOUS GAUi.KIN5. S. ALL FIRE ROD PARTITIONS SHALL MEET CON5T181GTION WAIIENT5 RR U.B.C. TAKE 1-B, 17N ITEM # 16-1.1. 6. ALL PB+ETRATEON THROUGH FIRE RATE31 PARTITIONS SHALL BE FULLY SEALED AND FITTED W APPROPRIATELY SIZED FIRE DAMP. I. M13i TO WERAL NOTES FOR ADDITIONAL. PARTITIONS AND GONSTi4JGTION NON. 8. 51M STUD MSEARGH AND MFORT HAM: A. STANDO 00E STUDS (ST TYPE) 'CM' a. L.A. W #24C3 b. I680 #34O3-P B. SHAFT MALL STUD (C-H TYPE) 'WAR' 620 SERIES a. L.A.R.R #23b2o b. I.6.5.0 #2541 ISSUE DATES �'A r% ii TE►ti1NREVISIONS FAV� PLAN CHECK CORRECTIONS AMOM 1��� 1'IMI F�IMI���, A�-�,..� �. #• - Description OWNERSHIP AND USE OF DOCUMENTS All Drawings, Specifications and copies thereof fumished by SAA Interiors are and shall remain its property. They are to to be used only with respect to this projecL Federal low prohibits the reproduction, display, sale, or other disposition of this document without the express written consent of Shlemmer+Naaze+Associates Interiors & Architecture. DATE: 6.14.05 DRAWN: AEM PROJECT NO: 10.05.0287 SCALE: AS NOTED SHEET TITLE CONSTRUCTION DETAIL SHEET 2 SHEET NO: Dr�2mO