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HomeMy WebLinkAbout10149499.pdfAND JAN JANITOR ANGLE JT JOINT AT CENTERLINE KIT KITCHEN PROPERTY LINE 0 DIAMETER OR ROUND ID INSIDE DIAMETER (DIM.) POUND OR NUMBER INSUL INSULATION (E) EXISTING: INT INTERIOR ACOUS. ACOUSTICAL LAB LABORATORY A.D. AREA DRAIN LAM LAMINATE ADJ ADJUSTABLE LAV LAVATORY APp AUTOMATIC FIRE DAMPER LGMF FRAMING LIGHT GAUGE METAL FRAMING ACiCaR AGGREGATE LKR LOCKER AL ALUMINUM LT LIGHT APPROX APPROXIMATE ARCS-1 ARCHITECTURAL MAX MAXIMUM ASS ASBESTOS M.C. MEDICINE CABINET ASPH ASPHALT MECH MECHANICAL 50 BOARD MEMB MEMBRANE BITUM BITUMINOUS MET METAL 5LDG BUILDING MFR MANUFACTURER BLK BLOCK MH MANHOLE BLKC% BLOCKING MIN MINIMUM SM BEAM MISC MISCELLANEOUS BOT BOTTOM M.O. MASONRY OPENING MTD MOUNTED C CHANNEL MUL MULLION GAB CABINET C.B. CATCH BASIN N NORTH CEM CEMENT NIC NOT IN CONTRACT CER CERAMIC NO. NUMBER G.I. CAST IRON NOM NOMINAL CL CENTERLINE NTS MOT TO SCALE CLG CEILING CLKG CAULKING 0/ OVER CLO CLOSET O.A. OVERALL CLR CLEAR OBS OBSCURE COL COLUMN O.C. ON CENTER CONC CONCRETE O.D. OUTSIDE DIAMETER CONN CONNECTION OFF OFFICE CONSTR CONSTRUCTION OPNG OPENING CONT CONTINUOUS OFF OPPOSITE CORR CORRIDOR GTSK COUNTERSUNK PRCST PRECAST CNTR COUNTER PL PLATE or PROPERTY LINE CT CERAMIC TILE P.LAM PLASTIC LAMINATE CTR CENTER PLAS PLASTER PLYWO PLYWOOD DBL DOUBLE PR PAIR DEPT DEPARTMENT PT POINT D.P. DRINKING FOUNTAIN PTO PAPER TOWEL DISPENSER DET DETAIL PTN PARTITION DIA DIAMETER PTR PAPER TOWEL RECEPTACLE DIM DIMENSION DISP DISPENSER QT QUARRY TILE ON DOWN R RISER or RADIUS D.O. DOOR OPENING RAR RETURN AIR REGISTER OR DOOR R ;). ROOF DRAIN DWR DRAWER REF REFERENCE IDS DOWNSPOUT REFR REFRIGERATOR DSP DRY STANDPIPE RGTR REGISTER DWG DRAWING REINF REINFORCED RE REQUIRED E EAST RESIL RESILIENT EA EACH RM ROOM E.J. EXPAN510N JOINT R.O. ROUGH OPENING: EL ELEVATION RWO REDWOOD ELEC ELECTRICAL RWL RAIN WATER LEADER ELEV ELEVATOR EMER EMERGENCY S SOUTH ENCL ENCLOSURE S.C. SOLID CORE E.P. ELECTRICAL PANELBOARD SCD SEAT COVER DISPENSER EQ EQUAL SCHED SCHEDULE EQPT EQUIPMENT SD SOAP DISPENSER EWC ELECTRIC WATER COOLER SECT SECTION EWWM ELEC. WELDED WIRE MESH SH SHELF EXIST EXISTING SHR SHOWER EXPO EXPOSED SHT SHEET EXP EXPANSION SIM SIMILAR EXT EXTERIOR SNP SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE P.A. FIRE ALARM SPEC SPECIFICATION F.B. FLAT BAR SO SQUARE F.D. FLOOR DRAIN SS STAINLESS STEEL FON FOUNDATION STA STATION F.E. FIRE EXTINGUISHER STD STANDARD FEC FIRE EXTINGUISHER CAB. STL STEEL FHC FIRE HOSE CABINET STOR STORAGE FIN FINISH STRUCT STRUCTURAL FL FLOOR SUSP SUSPENDED FLASH FLASHING SYM SYMMETRICAL FLOUR FLOURESCENT POB FACE OF BUILDING T TREAD POP FAGS OF FINISH T.B TOWEL BAR FOS FACE OF STUD T.0 TOP of CURS POW FAGS OF WALL TEL TELEPHONE P.S. FULL SIZE or FLOOR SINK TER TERRAZZO PT FOOT or FEET fi4Gs TONGUE AND GROOVE PTG FOOTING THK THICK PURR FURRING: T.P. TOP OF PAVEMENT FUT FUTURE TPD TOILET PAPER DISPENSER TS TUBE STEEL GSA GAUGE TV TELEVISION GALV GALVANIZED TW TOP OF WALL G.B. GRAB BAR TYP TYPICAL G•SFf GROUND FAULT INTERRUPTER U URINAL GL GLASS UNF UNFINISHED GND GROUND U.O.N. UNLESS OTHERWISE NOTED GR GRADE GWB GYPSUM WALL BOARD VERT VERTICAL GYP GYPSUM VEST VESTIBULE W WEST H.B. HOSE BIBS W/ WITH H.C. HOLLOW CORE WATER CLOSET HDWD HARDWOOD WO WD WOOD HOWE HARDWARE W!O WITHOUT H.M. HOLLOW METAL WATERPROOF HOR1Z HORIZONTAL WSCT WAINSCOT HR HOUR WT WEIGHT HGT HEIGHT FIRE D PA i"M NT NOTE 5 1. FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE ALL 8. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A INSPECTIONS 12 HOURS IN ADVANCE BY CALLINGS (114) ro41-5100. KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE SELF -RELEASING LOCKING DEVICES ON EXIT DOORS. 2. SHOW JOB ADDRESS(ES) ON ALL SHEETS OF PLANS ( INCLUDE SUITE NUMBERS) 9. A SIGN THAT READS "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" WITH A MINIMUM ONE (1) INCH LETTERS SHALL BE PROVIDED 3. PROVIDE ADDRESS NUMBERS AT LEAST SIX (ro) INCHES HIGH, WHICH SHALL ADJACENT TO EXIT DOOR MAIN ENTRY. BE PLAINLY V1515LE FROM ROADWAY. 10."EXIT" SIGNS SHALL BE BLOCK LETTERS, MIN. OF ro" HIGH WITH A STROKE OF 4. SHOW THE BUILDING DEPARTMENT OCCUPANCY CLASSIFICATION ON PLANS. NOT LESS THAN 4" LUMINANCE OF FACE OF SIGN SHALL BE 50 LUX. (SEE BUILDING DATA) 11. "EXIT" SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND ENERGIZED FROM 5. PROVIDE 2A 105C MINIMUM RATED FIRE EXTINGUISHERS TO BE LOCATED ON SEPARATE CIRCUITS. SHOW ON ELECTRICAL PLAN(S). ONE CIRCUIT OF THE EACH LEVEL WITHIN 15 FEET OF TRAVEL DISTANCE FROM ALL AREAS. ABOVE CIRCUITS SHALL BE PART OF THE EMERGENCY LIGHTING SYSTEM. TRAVEL DISTANCE 15 30 FEET IN AREAS HAVING FLAMMABLE LIQUIDS. 12. EXIT SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH CURRENT EDITION ro. FIRE SPRINKLER SYSTEM(5) PER NF.P.A. STANDARD 13 SHALL BE OF CBC AND CFC LOCATIONS ARE SHOWN ON REFLECTED CEILINGS PLAN. PROVIDED. REASON FIRE SPRINKLERS REQUIRED: TENANT IMPROVEMENT. 13. STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE OR COMBUSTIBLE 1. PLANS FOR THE FOLLOWING SYSTEMS SHALL BE SUBMITTED (3 COPIES) TO LIQUIDS, FLAMMABLE GASES, AND HAZARDOUS CHEMICALS SHALL COMPLY THE BUILDING DEPARTMENT FOR FIRE DEPARTMENT APPROVAL PRIOR TO WITH THE UNIFORM FIRE CODE REQUIREMENTS. Subject INSTALLATION: FIRE SPRINKLER CHANGES. 14. KNOX LOCKING HARDWARE SHALL BE PROVIDED. LEGAL D ,5C IPiION Iv! _1 ! ® w 1 LOT 3 BEING A DIV151ON OF PARCELS 3, 4, 5 AND ro AS SHOWN ON A MAP FILED IN BOOK roS, PAGES 43 AND 44 OF PARCEL MAPS ON FILE IN THE OFFICE OF COUNTY RECORDED, COUNTY OF ORANGE, STATE OF CALIFORNIA MILD ING DATA SUKUT BUILDING TYPE . Y-N OCCUPANCY : 5-2 SPRINKLERED 4014 W. CHANEDLEfR AVE E FIRE ZONE : 3 FLOOD ZONE : AO-2 (DEPTH 2'-019 S AN T A AN A CA SEE S#-1EET A 1 FOR ADDITIONAL BUILDING A PARKING INFO - J PLANNING DIVISION CONDITIONS OF APPROVAL SHEET 1. THE TOTAL OFFICE SQUARE FOOTAGE OF ALL BUILDINGS 1 T.1 LOCATED ON ASSESSOR PARCEL NUMBER 415-012-02 SHALL NOT EXCEED 65 PERCENT OFFICE AREA. 2 A.1 2. THE SQUARE FOOTAGE FOR ALL BUILDINGS LOCATED ON A.� THE SUBJECT PARCEL SHALL _BE CONSIDERED PRIOR TO ' 1 ?sl q bl 1, 1 . ADDITION OF OFFICE AREA. 4 3. A TOTAL OF -N8 PARKING SPACES SHALL BE PROVIDED. � t, 4t R rp t NRA1� ff NOTE5 PE- INfi ` YPE, ALDY E E 4`VIM 1. 2001 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) WITH LOCAL 5. SIDEWALKS ACCOMMODATING THE DISABLED MUST BE AT LEAST NE IN EVERY EIGHT ACCESSIBLE SPACES, UT NOT LES5 THAN , ; 1 1N . AMENDMENTS. FORTY-EIGHT INCHES (48") WIDE AND AT LEAST SIXTY INCHES (6011) H 4 LLB a,S : YF..D BY AN ACCESS AISLE 8' ' WHERE DOOR SWINGS OVER WALK. CBC SECTION 1133BS .i ,AN�13 1F LL"��� °1366116NATED VAN ACCE551 CTIO 1 B.4, 2. CHANGES IN BUILDING OR SITE USE OR OCCUPANCY CLAS51FICATION ITEM 2 L REQUIRES COMPLIANCE WITH THE GBC REQUIREMENTS FOR THE NEW ro. EACH LOT OR PARKING STRUCTURE WHERE PARKING IS PROVIDED U xI, �_ ��w � Agonc NSTRT' F USE/OCCUPANCY CLASSIFICATION(5). CBC SECTION 3405. FOR THE PUBLIC, GUESTS OR EMPLOYEES SHALL PROVIDE DE EDITION F. ACCESSIBLE PARKING AS REQUIRED BY CSC SECTION 11298. Els I °l $ 3. THE PROPOSED PROJECT MUST BE ACCESSIBLE TO THE DISABLED. ACCE5515LE PARKING SPACES SERVING A PARTICULAR BUILDING FLOOD ZONE_ _+6* � REFERENCE SHOULD BE MADE TO THE CALIFORNIA BUILDING CODE, SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF CHAPTER 115 AND FEDERAL ACCE55151L1TY LAWS (AMERICANS WITH TRAVEL FROM ADJACENT PARKING TO AN ACCE5515LE ENTRANCE. IN 0 Counl�F )ran DISABILITIES ACT (ADA)) FOR COMPLETE REQUIREMENTS. PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, FLOOD ZONE EFa(I RE°1J Y 1 ACCESSIBLE PARKING SHALL BE LOCATED ON THE SHORTEST 1 4. SITE DEVELOPMENT AND GRADING SHALL BE DESIGNED TO PROVIDE ACCESSIBLE ROUTE OF TRAVEL TO AN ACCESSIBLE PEDESTRIAN MIC, R FII. ACCESS TO ALL ENTRANCES AND EXTERIOR GROUND -FLOOR EXITS, ENTRANCE OF THE PARKING FACILITY. IN BUILDINGS WITH MULTIPLES s,`r,. RRIER IOO AND ACCESS TO NORMAL PATHS OF TRAVEL, AND WHERE NECESSARY ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE T I E ACCESS SHALL INCORPORATE PEDESTRIAN RAMPS PARING SPACES SHALL BE DISPERSED AND LOCATED CLOSEST TO � 1 o PRUV D ELECTRICAL PLUMBING FIRE SPRINKL-bR CURB RAMPS, ETC. WHEN MORE THAN ONE BUILDING OR FACILITY 15 THE ACCESSIBLE ENTRANCES. CBC TABLE 115-ro ESTABLISHES LOCATED ON A SITE, ACCESSIBLE ROUTES OF TRAVEL SHALL BE NUMBER OF ACCESSIBLE PARKING SPACES REQUIRED. GBC SECTION MECHANICAL4 GRADING WORK REa..' ATE __ PROVIDED BETWEEN BUILDINGS AND ACCESSIBLE SITE FACILITIES 112g15.1. PLAN5, APPLICATIONS, FEE5 4 PERMIT5. AND THE ACCESSIBLE ENTRANCE TO THE SITE. CBG SECTION 11215.1- 21 5U5F ND D Y5TM FOR PANEL. CEILING NOSE& A. ICBO NUMBERS ARE PROVIDED ON SHEET A.5. D. WHERE FIXTURE INSTALLATION WOULD PRODUCE ROTATION OF F. TERMINALS OR SERVICES WEIGHING MORE THAN 56LBS. SHALL BE RUNNERS IN EXCESS OF 2 DEGREES, TEH FIXTURES SHALL BE WITH THE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE SY APPROVED B. SEE DETAIL 1 SHEET AB FOR DRAWINGS AND SPECIFICATIONS. USE OF SUITABLE ACCESSORY DEVICES. THESE DEVICES SHALL HANGERS. SUPPORT THE FIXTURE IN SUCH A MANNER THAT THE MAIN RUNNERS C. CLASSIFICATION (UBC STAND. SECT. 25202) AND CROSS RUNNERS WILL BE LOADED SYMMETRICALLY RATHER G. PARTITIONS (UBC STAND. SECT. 25215) THE STRUCTURAL PERFORMANCE REQUIRED FROM A CEILINGS THAN ECCENTRICALLY. UBC STANDARD SECTION 252013.1 WHERE SUSPENDED CEILINGS SYSTEM 16 REQUIRED TO PROVIDE SUSPENSION SYSTEM SHALL BE IN ACCORDANCE WITH ITS STRUCTURAL LATERAL SUPPORT FOR PERMANENT OR RELOCATABLE PARTITIONS, CLASSIFICATION. E. INSTALLATION (UBC STANDARD SECTION 25212) THE CONNECTION OF THE PARTITION TO TEH CEILING SYSTEM, THE 1. VERTICAL HANGERS - SUSPENSION WIRES SHALL NOT BE CEILING SYSTEM MEMBERS AND THEIR CONNECTIONS, AND THE THE LOAD -CARRYING CAPACITY SHALL BE THE MAX. UNIFORMLY SMALLER THAN NO. 10 GAGE SPACED AT 5 FEET ON CENTER OR NO. LATERAL -FORCE BRACING SHALL BE DESIGNED TO SUPPORT TEH DISTRIBUTED LOAD IN LBS. PER LINEAR FOOT THAT SIMPLY 10 GAGE SPACED AT 5 FEET ON CENTER ALONG EACH MAIN RUNNER REACTION FORCE OF THTE PARTITION FROM PRESCRIBED LOADS SUPPORTED MAIN RUNNER SECTION HAVING A SPAN LENGTH OF 4'-0" UNLE55 CALCULATION JUSTIFYING THE INCREASED SPACING ARE APPLIED PERPENDICULAR TOT HE FACE OF TEH PARITION. THESE 15 CAPABLE OF SUPPORTING WITHOUT A MIDSPAN DEFLECTION PROVIDED. PARTITION REACTION FORCES SHALL BE IN ADDITION TO THE LOADS EXCEEDING 0.133 INCH OR sio OF THE 4'-0" SPAN LENGTH. DESCRIBED IN SECT. 25.211 OF THE U.B.C. STANDARDS. PARTITION EA. VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING SUSPENSION CONNECTORS, THE SUSPENDED CEILING SYSTEM AND THE THE STRUCTURAL CLASSIFICATION L15TED IN TEH FOLLOWING TABLE MEMBER AND TO THE SUPPORT ABOVE WITH A MIN. OF (3) TURNS. LATERAL -FORCE BRACING SHALL BE ENGINEERED TO SUIT THE SHALL BE DETERMINED BY THE CAPABILITY OF MAIN RUNNERS OR CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE INDIVIDUAL PARTITION APPLICATION AND SHALL BE SHOWN OR NAILING BARS TO SUPPORT A UNIFORMLY DISTRIBUTED LOAD: CAPABLE OF CARRYING NOT LESS THAN 100 L55. DEFINED IN THE DRAWINGS OR SPECIFICATIONS. MINIMUM LOAD CARRYING CAPABILITIES OF MAIN RUNNER MEMBERS SUSPENSION SYSTEM LB/LINEAR FT. MAIN RUNNER MEMBER DIRECT HUNG INDIRECT HUNG FURRING BAR INTERMEDIATE DUTY 12.0 3.5 �+ 5 1-IE DUTY 1ro.0 8.0 SUSPENSION WIRES SHALL NOT HANG MORE THAN 1 IN ro OUT OF PLUMB I H. LIGHTING FIXTURES (UBC STAND. SECT. 25.213) UNLE55 COUNTERSLOPING-S WIRES ARE PROVIDED. 1. SUPPORT OF LIGHT FIXTURES INTERMEDIATE OR HEAVY-DUTY CEILING SYSTEMS SHALL BE USED WIRES SHALL NOT ATTACHE TO OR SEND AROUND INTERFERING FOR THE SUPPORT OF LIGHTING FIXTURES. MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVELANT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO TEH SUSPENSION TRAPEZE SUSPENSIONS SHALL BE A MIN OF SUSPENDED CEILING SYSTEM THE ATTACHMENT DEVICE SHALL HAVE CROSS RUNNERS SHALL BE CAPABLE OF CARRYING THE DESIGN BACK-TO-BACK 14" OR COLD -ROLLED CHANNELS FOR SPANS A CAPACITY OF 1009p OF THE LIGHTING FIXTURE WEIGHT ACTING 1N LOAD AS DICTATED BY JOB CONDITIONS WITHOUT EXCEEDING THE EXCEEDING 48". UBC STAND. SECT. 25212.1 ANY DIRECTION. MAX. ALLOWABLE DEFLECTION EQUAL TO sjo OF ITS SPAN. A CROSS RUNNER THAT SUPPORTS ANOTHER CROSS RUNNER 15 A MAIN RUNNER 2. PERIMETER HANGERS - THE TERMINAL ENDS OF EACH CRO55 WHEN THE INTERMEDIATE SYSTEMS ARE USED, NO. 12 GAGE FOR THE PURPOSE OF STRUCTURAL CLA551FICATION AND SHALL BE RUNNER AND AMIN RUNNER SHALL BE SUPPORTED INDEPENDENTLY A HANGER55HALL BE ATTACHED TO THE GRID MEMBERS WITHIN 3" OF CAPAPBLE OF SUPPORTING A UNIFORMLY DISTRIBUTED LOAD AT MAX. OF S" FROM EACH WALL OR CEILING DISCONTINUITY WITH NO. 12 EACH CORNER OF EACH FIXTURE. TANDEM FIXTURES MAY UTILIZE LEAST EQUAL TO THE INTERMEDIATE CLASSIFICATION. GAGE WIRE OR APPROVED WALL SUPPORT. UBC STAND. SECT. 25.212.2 COMMON WIRES. SEE DETAILS 1 AND 5 ON SHEET AB D. INSTALLATION OF COMPONENTS (UBS STAND. SECT. 252013) WHEN HEAVY-DUTY SYSTEMS ARE USED, SUPPLEMENTAL HANGERS 1. HANGERS - HANGERS SHALL BE ATTACHED TO THE BOTTOM 3. LATERAL FORCE BRACING - WHERE SUBSTANTIATING DESIGN ARE NOT REQUIRED IF A 48" MODULAR HANGER PATTERN 15 EDGE OF THE WOOD JOISTS OR TO THE VERTICAL FACE OF THE WOOD CALCULATIONS ARE NOT PROVIDED, HORIZONTAL RESTRAINTS SHALL FOLLOWED. WHEN CROSS RUNNERS ARE USED WITHOUT SUPPLEMENTAL JOISTS NEAR THE BOTTOM EDGE. BOTTOM EDGE ATTACHMENT BE EFFECTED BY FOUR NO. 12 GAGE WIRES SECURED TOT HE MAIN HANGERS TO SUPPORT LIGHTING FIXTURES, THESE CROSS RUNNERS DEVICES SHALL BE AN APPROVED TYPE. RUNNER WITHIN 2" OF THE CROSS RUNNER INTERSECTION AND SHALL PROVIDE THE SAME CARRYING CAPACITY AS THE MAIN SPLAYED 90 DEGREES FROM EA. OTHER AT AN ANGLE NOT TO RUNNER. IN CONCRETE CONSTRUCTION MOUNT HANGERS USING CAST -IN -PLACE EXCEED 45 DEGREES FROM TEH PLAN OF THE CEILING. A STRUT HANGER WIRE5, HANGER INSERTS, OR OTHER HANGER ATTACHMENT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TOT AND LIGHTING FIXTURES WEIGHING LE55 THAN 5roL55. SHALL HAVE, IN DEVICES SHALL BE AN APPROVED TYPE. IF GREATER FASTENED TO THE STRUCTURAL MEMEBEiRS SUPPORTING THE ROOF ADDITION TO THE REQUIREMENTS OUTLINED ABOVE, (2) NO. 12 GAGE CENTER -TO -CENTER DISTANCES THAN 4'-0" ARE: USED FOR THE OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE HANGERS CONNECTED FROM THE FIXTURE HOUSING TOT HE STRUCTURE HANGERS, THE LOAD CARYING CAPACITY OF THE CEILING SUSPENSION VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THESE ABOVE. THESE WIRES MAY BE SLACK. SYSTEM SHALL BE REDUCED COMMENSURATE WITH THE ACTUAL HORIZONTAL RESTRAINT POINTS SHALL BE PLACED NOT MORE THAN CENTER -TO -CENTER HANGER DISTANCE. 12'o.c. IN BOTH DIRECTION WITH THE FIRST POINT WITHIN ro' FROM EACH LIGHTING FIXTURES WEIGHING 56LBS OR MORE SHALL BE SUPPORTED WALL. ATTACHEMENT OF THE RESTRAINT WIRES TO THE STRUCTURE DIRECTLY FROMT EH .STRUCTURE ABOVE BY APPROVED HANGERS. HANGERS SHALL BE PLUMB AND SHALL NOT PRESS AGAINST ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. LATERAL INSULATION COVERING DUCTS OR PIPES. IF SOME HANGERS MUST BE FORCE BRACING MEMBERS SHALL BE SPACED A MIN. OF roll FROM PENDANT -HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY SPLAYED, COUNTERSPLAYING OR OTHER ACCEPTABLE MEANS SHALL ALL HORIZ. PIPING OR OICTWORK THAT 15 NOT PROVIDED WITH FROM THE STRUCURE ABOVE WITH NO. 9 GAGE WIRE OR APPROVED BE SUED TO OFFSET THE HORIZONTAL FORCE. BRACING RESTRAINTS FOR HORZ. FORCES. BRACING WIRES SHALL BE ALTERNATE SUPPORT WITHOUT U51NG THE CEILING SUSPENSION SYSTEM ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER FOR DIRECT SUPPORT. WIRE HANGERS FOR SUSPENDING CARRYING CHANNELS OR MAIN THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN RUNNERS FR TRUCTURE SHALL BE A MIN. OF NO. 12 200LBS. OR THE ACTUAL DESIGN LOAD, WHICHEVER 15 GREATER, WITH 2. 2001 CAL. ELECT. CODE ARTICLE 300-11(a) NOTES REQUIREMENTS GAGE, GALV ,_ LE MILD STEEL WIRE. A SAFETY FACTOR OF 2. UBC STAND. SECT. 252123 FOR SECURING 4 SUPPORTING WIRING READS AS FOLLOWS: a� �.,.�m SPECIAL ATTA :H 'N � AVIC 5 THAT SUPPORT THE CARRYING _ 4. PERIMETER MEMBERS UNLESS PERIMETER MEMBERS AREA f -ASSEMBLIES, OX S SECURED N PLACE RACEWAYS, CABLE BOXES, , CHANNELS OR MAIN RUNNERS HALL BE APPROVED TO SUPPORT STRUCTURAL PART OF THE APPROVED SYSTEM, WALL ANGLES OR CABINETS AND FITTINGS SHALL BE SECURELY FASTENED IN PLACE. FIVE TIMES TP#Ft161t:e. U A UBC STAND. SECT. 25209.1 CHANNELS SHALL BE CONSIDERED AS AESTHETIC CLOSURES AND SUPPORT WIRES THAT DO NOT PROVIDE SECURE SUPPORT SHALL NOT <xlf a }L PANS WITH NO STRUCTURAL VALUE. ENDS OF MAIN RUNNERS AND CRO55 BE PERMITTED AS THE SOLE SUPPORT. 2. CEILING, NISI fi�1 5 INSTALLED IN ACCOUSTICAL TILE MEMBERS SHALL BE TIED TOGETHER TO PREVENT THEIR SPREADING. OR LAY -IN i4 E o ALL BE MOUNTED IN A MANNER THAT UBC STAND. SECT. 25212.4 a. WIRING LOCATED ABOVE A FIRE -RATED FLOOR/CEILING OR WILL NOT COMPk& ILf� PERFORMANCE_ ROOF/CEILING ASSEMBLY SHALL NOT BE SECURED TO, OR 5. ATTACHMENT OF MEMBERS TO THE PERIMETER - TO FACILITATE SUPPORTED BY, THE CEILINGS ASSEMBLY, INCLUDING THE CEILING FIXTURES 5H,¢I s L RTED FROM MAIN RUNNERS OR CRO55 INSTALLATION, MAIN RUNNERS AND CRO55 RUNNERS MAY BE SUPPORT WIRES. AN INDEPENDANT MEANS OF SECURE SUPPORT RUNNERS IF T;t 1 T FIXTURE CAUSES THE TOTAL DEAD ATTACHED TOT EH PERIMETER MEMBER AT TWO ADJACENT WALLS SHALL BE PROVIDED, LOAD TO EX 15 L :1E DEFLE TION CAPABILITY OF THE CEILING WITH CLEARANCE BETWEEN WALL AND THE RUNNERS MAINTAINED AT (EXCEPTION: THE CEILING SUPPORT SYSTEM SHALL BE PERMITTED SUSPENSION SYSTEM. IN SUCH ASES, THE FIXTURE LOAD SHALL BE THE OTHER TWO WALLS OR AS OTHERWISE SHOWN OR DESCRIBED FOR TO SUPPORT WIRING AND EQUIPMENT THAT HAVE BEEN TESTED AS SUPPORTED BY 5 .�TLEMI HANGERS WITHIN to" OF EA. CORNER, THE APPROVED SYSTEM. UBG STAND. SECT. 25212.5 PART OF THE FIRE -RATED SYSTEM.) OR THE FIXT ERATELY SUPPORTED. �� F. MECHANICAL SERVICES (UBC STAND. SECT. 252N4) b. WIRING LOCATED ABOVE A NONFIRE-RATED FLOOR/CEILING OR FIXTURES 5144_ IOT BE INSTA LED 50 THAT MAIN RUNNERS OR CEILING MOUNTED AIR TERMINALS OR CERVICES WEIGHING LESS THAN ROOF/CEILING A55EM5LY SHALL NOT BE SECURED TO, OR CROSS RUNNERS WILL NTRICALLY LOADED EXCEPT WHERE 20LB5. SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION SUPPORTED BY, THE CEILING ASSEMBLY, INCLUDING THE CEILING PROVISION I I SYSTEM (OR IS SEPARATELY AMIN RUNNERS OR TO CRO55 RUNNERS WITH THE SAME CARRYING 5UPOORT WIRES. AN INDEPENDANT MEANS OF SECURE SUPPORT PROVIDED FOR) TO PREVENT UNDESIRABLE SECTION ROTATION OR CAPACITY AS THE MAIN RUNNERS. SHALL BE PROVIDED. DISPLACEMENT, OR BOTH. IN ANY CASE, RUNNERS SUPPORTING (EXCEPTION: THE CEILING SUPPORT SYSTEM SHALL BE PERMITTED CEILING FIXTURES SHALL NOT ROTATE MORE THAN 2 DEGREES AFTER TERMINALS OR SERVICES WEIGHING 20LBS., BUT NOT MORE THAN TO SUPPORT BRANCH CIRCUITS WIRINGS AND ASSOCIATES EQUIPMENT THE FIXTURE LOADS ARE IMPOSED. 5&LBS, IN ADDITION TO THE ABOVE, SHALL HAVE (2) NO. 12 GAGE WHERE INSTALLED IN ACCORDANCE WITH THE CEILING SYSTEM MANUP. HANGERS CONNECTED FROM TEH TERMINAL OR SERVICE TOT EH INSTRUCTIONS.) CEILING SYSTEM HANGERS OR TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. CABLE AND RACEWAYS SHALL NOT BE PERMITTED TO BE SUPPORTED BY CEILING GRIDS. Architects 901 El Centro Street South Pasadena, CA 91030-3115 Tel 626.403.7850 Fax 626.403.7860 47.) _ �'' ill L2 to I GENERA r SITE I=LAN FLOOR PLAN AND REFLECTED CEILING FLAN '*0. s �k LOGITUDINAL SECTION AND SOFFIT SECTIONS DETAILS of cP�-�� DETAILS _ ROOF FRAMING PLAN, GENERAL NOTES, 4 DETAILS ELEVATIONS, SECTIONS, AND DETAILS Consultant LEGEND, NOTES, SCHEDULES 4 DETAILS h MECHANICAL FLOOR PLAN MECHANICAL ROOF PLAN MECHANICAL SPECS Vu. GENERAL NOTE5/5YM50L LIST/SINGLE LINE DIAGRAM LIGHTING PLAN / FIXTURE SCHEDULE POWER PLAN / PANEL SCHEDULES ATE MA NTA - TITLE 24 -!�L ICzHTIN(,� CONTROL WIRING DIAGRAM t"o POLICE � � a LEGEND, NOTES, SCHEDULES 4 DETAIL PLUMDING FLOOR PLAN Owner uw, . a_ - PLUM5ING ROOF PLA :` . ... PLU SING SPECS Q , n x TITLE 24 NOTES tt7 4 - 4G14 --W`-`CHAltiTHLER AVE SA NTA ANA, CA ARCHITECT l`1EC;H/PLU1'*15 ENGINEE : GHOYASSOCIATES KEVIN SMOLA 4 ASSOC, INC. PrQlTitle ect c301 EL CENTRO STREET 1033 EAST GREEN 5TREET SOUTH PASADENA, CA 91030 PASADENA, CA 91106 CONTACT - 5ARTON CHOP CONTACT - TAYLOR RU510 PHONE: ro2ro-403-i855 xlro PHONE: 62ro-555-e335 - �--TENANT IMPROVEMENT STRUCTURAL ENGINES..1 INMRION125ffiffaTRUCTURAL PHONE: ro2ro-�441-1211 Ni � ip eptgo�nthelc S 'Irc { Ada&: l t 7ia E«r San' i ltraaios urns Without written permission from th Drawin Tile . oN of Santa Ana. ELECTRICAL ENGINEER The acceptance of this plan and specifications HALL O GEG a held t permit nor a approval of the violation of an SITE PLAN 112 N CHANDLER AVE RM 201 provisions of A r e or State Lai. MONTEREY PARK, CA c31`t54 > Accepted By ate CONTACT - JESSICA `'rUEH Revisions PHONE: h2t-305-12G 5 O Rev Description Date 1 Uato lD 1 DETAIL - - - CENTERLINE A 1 REFERENCE /A--\ - - PROPERTYL INE A.1 SECTION REFERENCE N W E INTERIOR A.I ELEVATION EXTERIOR ELEVATION VICINITY M I.at`'�i d M 3REAK LINE REVISION KEY NOTE REFERENCE andgarl l � tlwassviwhou fi?OOM NUMBER Plot Date Destii°; . 5d ut p� NOT TO 5CALE I s F51V t. t l U. d w t PROJECT 51 Record Date Prorect No. �I SUNFLOWER AVE 1 of 5 L-� - I ---- a, 0 SI-011 I 7 DEMO AND REMOVE (E) RAMP AND PLANTING RELOCATE SPRINKLERS AS REQ DEMO PLAN CONSTRUCTION FLAN SEE DETAIL "I, a $ 13 ON SHEET A.4 FOR ADDITIONAL ADA INFORMATION. Ali X. (E) PA NEui c:oNr_Rr: , tE li2 MAX RE5HOLlV-- (E) 4 51TE FLAN Nems/ TE&I ChovAssociates I A55E55OR5 PARCEL NUM5ER: Architects AI=N #415 - 012 - 02 901 El Centro Street South Pasadena, CA tPARKING DESIGNATIONS: 91030-3115 TOTAL OFFICE SPACE 20,052 SF Tel 626.403.7850 Fax 626.403.7860 TOTAL 5f=ACE5 RErQU]5�ED = rot TOTAL SPACES PROVIDED = -15 13 - STANDARD ON 0 4 - HAND I C:Af= OF 0 ACCE5515LE ROUTES OF TRAVEL: 1. AT EVERY ENTRANCE AND AT EVERY MAJOR JUNCTION wow Consultant ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL 5E A SIGN DISPLAYING THE INTERNATIONAL 6"rM50L OF ACCE55151LIT*,r. SIGNS SHALL INDICATE THE DIRECTION To ACCESSIBLE BUILDING ENTRANCES AND FACILITIES AND SHALL COMPLY WITH THE REQUIREMENTS FOUND IN CIBC 5EGNTION5 11115.5 4 112-15.3. 2. AT EVERY ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL 5E A SIGN DISPLAYING THE INTERNATIONAL SYM50L OF ACCE55151LITY. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE WILDING ENTRANCES AND FACILITIES AND SHALL COMPLY WITH THE REQUIREMENTS FOUND IN C,5C 5ECNTION6 11115.5 4 11215.3. Owner SUKUT SITE DEVELOPMENT. EXISTING BUILDING 4014 W CHANDLER AVE PATH OF TRAVEL FROM PUIBLIC, TRANSPORTATION POINT SANTA ANA, CA OF ARRIVAL. - NOT APPLICABLE Project Title Ac:CE5e15L;= ROUTES OF TRAVEL BETWEEN 5ULDINGS. ACCE5515LE PAWING. RAMPS. TENANT IMPROVEMENT PRIMARY ENTRANCES. ACCESSIBLE PATH OF TRAVEL WITHIN BUILDINGS. ACCESSIBLE SANITARY FACILITIES. - PER EACH BUILDING ACCE5515LE DRINKING FOUNTAIN5/TELEPHONE5 (WHEN 4014 W CHANDLER AVE PROVIDED). - NOT APPLICABLE SANTA ANA, CA ACCE5515LE FEATURES PER, SPECIFIC OCCUPANCY. - Drawing Title NOT APPLICABLE ACCE5515LE SPECIAL FEATURES, I.E., ATM'6 POINT OF SALE SITE FLAN MACHINES, ETC. - NOT APPLICABLE Revisions Rev Description Date 31 PURPLE Computer File �jc Plot Date Description Record Date Project No. M119 Drawn by Checked by 5C 5c: - Drawing A. I 2 of 5 Sheets e+�f-1ui ✓1 Awff^w Y1YAA raid NEW TELEPHONE BOARD LOCATION AREA, TYP. 04; WALL < mac' EX15TING CONCRETE WALL NEW PARTITION MALL SEE DETAIL 10 SHEET A.E; NOT k 1. ALL ENCLOSED PORTIONS OF BUILDINGS CUSTOMARILY OCCUPIED SY HUMAN BEINGS SHALL SE PROVIDED WITH A 1~1EECHANICALLY OPERATED VENTILATION SYSTEM. SUCH MECHANICALLY OPERATED VENTILATION SYSTEM SHALL SE CAPABLE OF SUPLLYING A MINIMUM OF 15 CUBIC FEET PER MINUTE OF OUTSIDE Alit PER OCCUPANT DURING SUCH TIME AND THE BUILDING IS OCCUPIED. IF THE VELOCITY OF AIR AT A REGISTER EXCEEDS 10 FEET PER SECOND, TEH REGISTER SHALL SE PLACED MROE THAN S FEET A50VE± THE FLOOR DIRECTLY BENEATH. CSC SECTION 1202.2.1 2. TOILET ROOMS SHALL SE PROVIDED WITH A MECHANICALLY OPERATED EXHAUST SYSTEM CAPAPSLE OFPROVIDING A COMPLETE CHANGE OF AIR EVERY IS MINUTES. SUCH MECHANICALLY OPERATED EXHAUST SYSTEMS SHALL SE CONNECTED DIRECTLY TO THE OUTSIDE FROM THE POINT OF DISCHARGE SMALL SE AT LEAST 3 FEET FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE SU I LD ING. CSC. SECTION 1202.2.1. NOTE I: ALL INTERIOR SURFACES OF EXTERIOR CONCRETE WALL SHALL HAVE GYP. BD. ADHERED TO IT - EXCLUDING THE STORAGE ROOM AND SERVER ROOM. NOTE 2: (E) SPRINKLER HEADS SHALL BE RELOCATED DESIGN/BUILD - UNDER SEPARATE PERMIT. NOTE 3: ALL INTERIOR WALLS SHALL BE PAINTED (COLOR TO BE SELECTED BY SEAL FURNITURE). WALL COVERINGS AND FLOORING SHALL BE UNDER SEPARATE CONTRACT. F= L LAN F L- C T j""'') CEILING; FLAN N �' T & = NEW WINDOW: 3'-4"W x 4f-4"H R.O. SILL HEIGHT AT R.O. IS V-®". AFF., TYP. R GLAZING SHALL BE 1/4" PILKINGTON ECLIPSE {SLUE -GREEN W/ SILVER REFLECTIVE COATING. FRAME SHALL BE 1-3/4"x4" ALUMINUM STOREFRONT BY US ALUMINUM OR EQUAL. FINISH TO MATCH EXISTING. SCALE 1/S" = 11-0" L= lGHT K. Y Z7= tzLt--Co I KfCiAL 1..J %;JaW1NCs ffi t-UK 1 1UNAL.. W-UM-]A h 11UN. fREFLECTEE) CEILING FLAN SCALE I/8" = 1' —0" 2 x 2 FLUOR FIXT. M L ITECONTROL LITEWAVE22 PERFORATED (OR EQUIV. W/ ARCH. APPROVAL) � z x 4 FLUOR FIXT. WITH Pi215MAtIG LENS 1 x 4 SUSP. FLUOR FIXT. ® PRUDENTIAL LIGHTING WAVE PERFORATED (OR E QU I V. W/ ARCH. APPROVAL) _ 1 x 4 WALL MTD FLUOR FIXT. — PRUDENTIAL LIGHTING WAVE PERFORATED (OR EQUIV. W/ ARCH. APPROVAL) 0 RECESSED COMPACT FLUOR. LOW -PROFILE CAN LIGHT, 26 WATT LYTECASTER OF EaUIV. 2 x 4 SUSPENDED ACOUST. CLG. ARMSTRONG GORTEGA SECOND LOOK. w/ S/16" GRID SYSTEM taIRECTION EXIT LIGHT - LITHONIA LTG. MODEL # LEW-R-120 W/ W MINIMUM EMERGENCY BATTERY PACK - SEE ELECTRICAL ILLUM. FACE DRAWINGS FOR ADDTIONAL INFO. MINIMUM OF ONE (1) FOOTCANDLE bF L IGH ,_ AT FLOOR L VEvL 844AL4L. 5Er PRO>r'fi�DED AT ME�4N5 OF EGiE=55 FROM ALL ©CCU'PIASLE PARTS OF THE ,BUILDING. CSC d003.2.(3 ChoyAssociates Architects 901 E1 Centro Street South Pasadena, CA 91030-3115 Tel 626.403.7850 Fax 626.403.7860 AR CN k 0. 'Ar Consultant Owner SUKUT 4014 W CHANDLER AVE SANTA ANA, CA Project Title TENANT IMPROVEMENT 4014 W CHANDLER AVE SANTA ANA, CA Drawing FLOOR PLAN REFLECTED CEILING A, Revisions Rev Description Date PURPLE Computer File Plot Date Descrlption Record Date Project No. 1242 Drawn by Checked by SC SG Drawing IN 3 of (o Sheets P-LAM O/ 3/4" PLYWD, TYP. — ADJ. SNELr- RUBBER BASE 01=DICE II �4ALL. 5OFFIT SECTION 1/211 s 11-011 IDTIL- 1/2i1 = 11-011 P-LAt FL YLUI ADJ. P-LAr PLYLU1 I 0DETAIL 1/2111 = 11_011 D A3 A.3 Sim TOILETS 1 J 5 A.3 A.3 '\\J\ / / \ \\n, i CE) SKYLIGI-I &OFIT SECTION 1/211 = 11-011 -0" 1" 11N. L4 ° r- A r_ -r �f 7 5LKG. L!/ 5IMf=50N U :R AT EACH END TO BRACE NO (E) SEAM/JOIST OCCURS 2-1/2x3/16 m 4'-011o.c. !. EACN SIDE W/ 5/S" DIAM/ EACH END, TYF. (4) SIDES TF-Q.EQ. EQ, EQ. EQ. oP I CONF R NC ROOI`l ELEVATION5 1/411 = 11 -011 I l N EQ. EQ. _ ,9 1 m i QSIM @ / \ \ { { E EQ ADA COMPLIANT LAVATROY J \ INTEGRAL TOEKICK 5OUTH WEST t R A< ROO1l ELEVATION& 1/411 = 11-Off F-=� r /---- (E) JOISTS 1 S<YL IG HT 4'-0" SIMPSON TIE (E) FURLIN ---- 2X4 0 iro" O.C. 5/S" GYF. 5D m INTERIOR — 1 Z "' i L71 5U51=. ACT SYSTEM 5/1511 Gyf= eD 0/ DOS LL T q 2X4 STUDS i 50FFIT 5 CTI®N. 11211 e 11-011 OFFICE Cz I I CONF-ERENCE R1"( LONGITUDINAL 6 CT I ON 1/4i1 2X4 � PERIMETER SOFFIT FLAN 1/2" ¢ 1 `-0" . SECTION/ELEVATION e CON R NC Rt-1 11.4" = P-nit 2X4 a fro" O.C. • A35 5IMF50N TYP ChoyAssoc i ates Architects - 901 E1 Centro Street South Pasadena, CA 91030-3115 Tel 626.403.7850 Fax 626.403.7860 Consultant Owner SUKUT 4014 W CHANDLER AVE SANTA ANA, CA Project Title TENANT IMPROVEMENT 4014 W CHANDLER AVE SANTA ANA, CA Drawing Title FLOOR PLAN AND REFLECTED CEILING PLAN Revisions Rev Description Date PURPLE Computer File All Plat Date Description i� Record Date Drawn by 5C Project No. 1242 Checked by 8C ` Drawing L\W\O - 1), 4 of (o Sheets i. ALL PRIMARY ENTRANCES SHALL BE ACCESSIBLE TO THE PHYSICALLY DISABLED. 11" x 22" METAL REFLECTORIZED SIGN w/ BEADED TEXT. WHITE 1" MIN. HEIGHT 2. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS. LETTERS 4 5YM80L PAINTED ON SLUE BACKGROUND. TEXT TO READ: 3. LATCHING 4 LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE ON AN ACCESSIBLE ROUTE, SHALL BE OPERABLE wl SiNGLE EFFORT BY LEVER TYPE HARDWARE. PANIC BARS, UNAUTHORIZED VEHICLES PARKED PUSH-PULL ACTiVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE w/OUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. IN DESIGNATED SPACES NOT 4. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FLOOR DISPLAYING DISTINGUISHING WOMEN Z ; X PLACARDS OR LICENSE PLATES MEN � r� 121 5. THE FLOOR OR LANDING ON EA. SIDE of AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL < CLEAR THE LEVEL 4 CLEAR AREA SHALL HAVE A LENGTH IN THE DiRECTiON OF THE DOOR ISSUED FOR PERSONS WITH -( _ N Z SWING OF AT LEAST 60 INCHES AND THE LENGTH OPPOSITE THE DOOR SWiNG OF 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. SEE THE IDISABILITIES MAY BE TOWED a 12�� DIA. UNISEX 1 �t = DETAIL FOR LEVEL MANEUVERING CLEARANCE AT DOORS FOR ADDITIONAL INFO. b AWAY AT OWNER'S EXPENSE. TYP. HC SIGN 4 BRAILLE SIGN X - , 6. THE WIDTH OF THE LEVEL AND CLEAR ON THE SiDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24„ PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18 INCHES PAST THE CONTRACTOR TO TOWED VEHICLE Y OUTSIDE DOOR, TYP. S - \ � STRIKE EDGE FOR INTERIOR DOORS. ( OBTAIN TOWING "T. _ 00 1u INFORMATION PRIOR RECLAIMED AT i 30x48 THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2 INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. THE CHANGE IN LEVEL BETWEEN 1/4 INCH AND i/2 (NCH SHALL BE BEVELED a Q TO INSTALLATION 5Y TELEPHONING CLEAR) ! I „ Z 32 MIN WiTH A SLOPE NO GREATER THAN 1.-2. CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. °4 �} 5iGN COLOR: BLUE N 15090 IF'ACEI I 5 �t S. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING DOORS SHALL HAVE A SMOOTH AND UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A l0 INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE IN FEDERAL 6TD.595a ` LETTER SiZE: WIDTH TO HEIGHT A_ El = I ` PUSH SIDE OF THE DOOR, WHICH WiLL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A HAZARDOUS CONDITION. BETWEEN 3:5 4 1:1 MEN WOMEN UNISEX _ x 3 STRIO<E WIDTH TO HEIGHT Q -� cv 4 9. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LB. FOR EXTERIOR DOORS AND 5 LB_ FOR INTERIOR DOORS, SUCH PUSH OR PULL EFFORT BEING APPLIED AT RIGHT ANGLES I ( BETWEEN 1.5 4 1:10 MC MIN TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC OPENERS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 LB. �1 �� MOUNT SIGNS TO PiPE WITH 2-1/2" DIA. ` CARRIAGE BOLTS. TACK WELD NUTS 10. FLOOR SURFACES SHALL BE SLIP RESISTANT WiTH A STATIC COEFFICIENT OF FRICTION OF 05 MINIMUM. I I TO 5OLT5. g I- -1 Z /�� _ 4 (\_ i1. LAVATORIES SHALL BE MOUNTED WiTH A CLEARANCE OF AT LEAST 25 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A �I I FINISHED SURFACE I " ( I /) 32MIN5 MINIMUM OF 30 INCHES IN WIDTH WITH 8" MINIMUM DEPTH FROM THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A MINIMUM OF 9" HiGH FROM THE FLOOR AND A MINIMUM L � IN i 14 I c� OF 11 INCHES DEEP FROM THE FRONT OF THE LAVATORY. cs1 A 1-1/2" STD. WT. GALV. PIPE (jam ( !a" I 2 12. A PROJECTION OF THE LAVATORY BOWL INTO THE 8 INCH CLEAR SPACE, THEREBY REDUCING THE CLEAR HEIGHT BELOW THE LAVATORY TO NO LESS THAN 21 INCHES BACK FROM THE APRON, MEETS THE REQUIREMENTS FOR PROVIDING KNEE CLEARANCE. NOTE: INCORPORATE HANDICAPPED SYMBOL INTO RESTROOM SIGNAGE 8 I ( I Z � GONG. FTG. NOTES. PER GENENRAL 1, 301 1, 13, HOT WATER AND DRAIN PIPES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. g z �I UJA N i N SIGN � SCALE E 5 T �° O I I SIGNS SCALE 14. FAUCET CONTROLS AND OPERATINGMECHANISMS SHALL BE OPERABLE WITH C IE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTINGOF THE WRIST. THE FORGE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LB./FOOT. LEVER OPERATED, PUSH TYPE, AND ELECTRICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF L4 � � � ff ACCEPTABLE DESiGNS. SELF -CLOSING VALVES ARE ALLOWED 1F THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. FLUSH ACTIVATORS SHALL BE INSTALLED AT WiDE SiDE OF WATER N.T.S. �.T.J. _ CLOSET. cxt 15. LOCATE TOWEL, SANITARY NAPKIN, AND WASTE RECEPTACLES WiTH ALL OPERABLE PARTS NOT MORE THAN 40 INCHES FROM THE FLOOR -VAN ACCESSi5LE STALL AND 16. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE OF A GRAB BAR SHALL BE 1-1/4 INCHES TO 1-1/2 INCHES OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. ` LOADING AREA i1. iF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS 1-1/2 INCHES. SHALL BE BAR FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND 250 LB_ POINT LOAD IN BENDING, SHEAR, AND TORSION. Ia. A GRAB BAR AND ANY WALL OR SURFACE NEXT TO iT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. 1 _0 HANDICAPPED 9 PAPER TOWELS STALL SiGN WASTE D15PO5AL le. THE FRONT PARTITION 4 AT LEAST ONE SIDE PARTITION SHALL PROVIDE A MiN. TOE CLEARANCE OF AT LEAST V' ABOVE THE FLOOR. TOE CLEARANCE IS NOT REQUIRED FOR STALLS wl A _ 4'-0" GONG. FLAN DEPTH GREATER THAN 60 INCHES. HAND BUMPER, TYP. SOAP DRYER 20. ON DOORWAYS LEADING TO SANITARY FACILITIES, AN EQUILATERAL TRIANGLE 1/4 INCH THICK WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD, SHALL BE PROVIDED ON DISPENSER F, DOORWAYS TO MENS SANITARY FACILITIES. A CIRCLE 1/4 (NCH THICK AND 12 INCHES IN DIAMETER SHALL BE PROVIDED ON DOORWAY5 LEADING TO It�MENB SANITARY FACILITIES. THESE -4" WIDE STRIPES G OTHME RIC SYMBOLS SHALL BE CENTERED ON THE DOOR A7 A HEIGHT OF 60 INCHES. THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST BLUE N+ 15000 e IN FEDERAL STD. PAPER { 21. THE CENTER OF THE FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48 INCHES ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK 595a., TYP. TOILET SEAT SANITARY TOWELS L� 22. IF EMERGENCY WARNING SYSTEMS ARE REQUIRED, THEY SHALL ACTIVATE A MEANS OF WARNING THE HEARINGS IMPAIRED. FLASHING ViSUAL ALARMS SHALL HAVE A FREQUENCY OF NOT MORE THAN 3 FLASHES/SECOND AND NO SLOWER THAN i FLASH/SECOND. A MAXIMUM PULSE DURATION OF 02 SECOND CLEAR OR NOMINAL WHITE XENON STROBE TYPE LAMP WITH AN Q = ® AR G m HANDICAPPED COVER NAPKINS DISPENSER NOTES: (THIS SHEET ONLY) INTENSITY OF 15 CANDELA AND SHALL BE PLACED 80 INCHES ABOVE THE HiGHEST FLOOR LEVEL WITHIN THE SPACE OR 6 1N. BELOW THE CEILING, WHICHEVER 15 LOWER PARKING SYMBOL r SLUE N• 15050 1-136" GRAB BAR -SEE DETAIL 2. 23. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO 4 USEABLE BY PHYSICALLY DISABLED PERSONS AS IN FEDERAL STD. SET FORTH IN THESE BUILDINGS STANDARDS. THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL „ „ 3C 3G� 3 595a., TYP. 2] 42" MIN GRAB BAR - SEE DETAIL 2. STANDARD 5998. .Y-0" 8'-0" HC 9'-0" 24. THE CENTER OF 15, 20, AND 30 AMP. RECEPTACLE OUTLETS SHALL BE INSTALLED NOT LESS THAN 15" ABOVE FLOOR HC STA L VAN LOADiNCz 1=IC STALL F3 ADA COMPLIANT LAVATORY - WiTH A 25. CENTER OF SWITCH, INTENDED TO BE USED BY ROOM OCCUPANTS FOR THE CONTROL OF LIGHTING, RECEPTACLE OUTLETS, APPLIANCES OR HVAC EQUIPMENT, SHALL BE LOCATED NOT LESS E✓'-O" AT 3Ox48 CLEAR SPACE - SEE DETAIL 5. THAN 36" NOR MORE THAN 48" ABOVE THE FLOOR STANDARD STALL ZINO 26. OBJECTS PROJECTING FROM WALLS w/ THEIR LEADING EDGES BETWEEN 21" 4 80" ABOVE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PARKING" PAINTED IN THE LOADING AND UNLOADING NOTE: 40" MAX TO THE HIGHEST OPERABLE PART [4] ADA COMPLIANT TOILET WITH FLUSH PASSAGEWAYS, OR AISLES. SEC. 1121B.1 C3105ANJU. ACCESS AISLE. PAINT IN WHITE 12" HIGH LETTERS MiN. 50 ACTIVATOR ON WiDE SIDE- SEE DETAIL to. VISiBLE TO TRAFFIC ENFORCEMENT OFFICIALS. CSC SECT.112IB5.4. 21. OBJECTS MOUNTED w/ THEIR LEADING EDGES AT OR BELOW 21" ABOVE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES. SEC. 11218.1 (3105A(k)l). A C C E ( L E TALL CJCAL.E TOILET C C � � � � � � SCALE -4 0 MULTI -ROLL TOILET PAPER DISP. A51 01403 - SEE DETAIL eta. � 28. FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG: 12" MAXIMUM FROM 21" TO 80" ABOVE THE GROUND OR FINISHED FLOOR SEC. 11218_1(3105A(k)l). .T.S. N.T. N � �i N.T.S. 2S. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERINGS SPACE. SEC. 11215.1(3105A(k)l). F9,1 PAPER TOWEL DISPENSER/ 30. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACES SHALL HAVE 80" MINIMUM CLEAR HEAD ROOM. SEC. 11215.iC3105A(k4). WASTE RECEPTACLE - ASi *0451 SEE DETAIL 4. 31. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80" ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. SEC. 10242C3325Cb)). 7 HC DOOR SYMBOL. SEE DETAIL 3. 32. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE 15Y PERSONS WiTH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF NOTE: DELETE VAN ACCE551BLE SiGN4GE TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY 4 WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS AT REGULAR ACCESS PARKING 5PACE5. 10 F8] LIGHT SWITCH a 48" MAX. ABOVE ALONG APPROACHING PEDESTRIAN WAYS. - FINISH FLOOR, CONNECT TO EXHAUST METAL REFLECTORIZED SiGN wl FAN AND FLUORESCENT FiXTURE. „, A C C E S I I L I T� E U E N'�°` i 6 FOR BEADED TEXT. WHITE P MIN. HEIGHT H4NDICAppEQ LETTERS 4 5YMBOL PAINTED ON BLUE � 2x2 GEREMiG 'TILE - AMERIGAN OLEAN 4Y ! C ZY_ �3ACKGROUND. SIGN COLOR: 5LUE N* 150eO EGYPTSTONE Cie CHARIOT GRAY. SASE SHALL BE roll WHITE TILE /� O C J ! �I II D U L Z IL r VAN IN FEDERAL 5TD.595a �ccEs I L� LETTER SIZE: WIDTH TO HEIGHT 4L O V --- 10 MIRROR - AV %20 - SEE DETAIL 5. DOOR FRAME HARDWARE C BETWEEN 3:5 4 1:1 r MATERIAL FINISH MATERIAL FiNISH NO. SIZE TYPE SIDELIGHT CLOSER TYPE REMARKS pr 0 d 1t -'V l� `m� (� � STRIOKE WIDTH TO HEIGHT BETWEEN }:5 4 1:10 MOUNT SIGNS TO PIPE WITH 2-1/2" DIA, CARRIAGE BOLTS. TACK WELD NUTS TO BOLTS. �4 i (a FINISHED SURFACE 1 I I ) I - 1-1/2" STD. WT. GALV. PIPE - Q CONC. FTG. X3 fl X Y Z - ��ry t1� ® cv ffi = g" r," MIN. M .X. 1i" MIN, SiDE ELEVATION INSULATE WATER -LINE 11 SANITARY NAPKIN DISPOSAL - A51 *04'13 - SEE DETAIL 4. 12 SOAP DISPENSER - A51 6326 SEE DETAIL 4. 13 4x4 CEREM(G TILE WAINSCOT +48". 14 ADA COMPLIANT URINAL GRIM PROJECTS MiN. OF 141E FROM WALL AND MAX. OF 1�" ABOVE FLOOR) 15 HI-LO DRINKING FOUNTAIN SEE DETAIL 10. E1 r/a (E) (E)PANIC EXISTING DOOR - NO WORK E2 r/a EXISTING DOOR - NO WORK E3 r/a (E) (E) PU5H/PULL EXISTING DOOR - NO WORK 1 3'-0" x -1'-0" A 5.G. WD VENEER STAIN TIMELY BLACK ! 1 NEW INT. DOOR 2 3'-0" x -1'-0" A S.G. WD VENEER STAIN TIMELY BLACK • 1 NEW INT. DOOR 3 3'-0" X i'-0" A S.G. WD VENEER STAIN TiMELY BLACK 1 NEW INT. DOOR 4 3'-0" x 7'-0" A 5.C. WD VENEER: STAIN TIMELY BLACK , I NEW INT. DOOR 5 1 3 -0 x � -0 A S.C. WD VENEER STAIN TIMELY BLACK � 1 NEW INT. DOOR h 3'-0" X 7'-0" A S.C. WD VENEER STAIN TIMELY SLACK 1 NEW INT. DOOR 7 3`-0" x 7'-0" A S.C. WD VENEER STAIN TIMELY BLACK ® 1 NEW iNT. DOOR a NOT USED 9 3'-0" x -1'-0" B S.C. WD VENEER STAIN TIMELY BLACK I NEW iNT. DOOR 10 3'-0" x 7'-0" B 5.G. WD VENEER STAIN TIMELY BLACK 2 NEW INT. DOOR all 11 3'-0" x 1'-0" B S.C. WD VENEER; STAIN TIMELY BLACK 2 NEW INT. DOOR 12 3'-0" x 1'-0" A S.C. WD VENEER STAIN TIMELY SLACK 0 1 NEW INT. DOOR j ��� � � � ! � � SCALE 5 IN CL E Af RA �tCE SCALE j j ,�j TOILETS 12 3 12 -4 SCALE 1 13 3'-0" x -1'-0" A S.C. WD VENEER STAIN TIMELY BLACK • 1 NEW iNT. DOOR �� �� i� , u 14 3'-0" x 7'-0" A S.C. WD VENEER STAIN TIMELY BLACK ' 1 NEW iNT. DOOR A #SIN : I NA :E N.T.S_ 1/4 =1 -0 1/4 = 1 -0 15 3'-0" x "I'-0" A S.G. WD VENEER STAIN TIMELY BLACK ! 1 NEW iNT. DOOR 2-i/2" STAGGERED METAL STUD 16"o.c 5/S„ GYP. SD. EA. SiDE OF �'- " WALL, TY 3 _�„ i2„ 24" MIN a,_011 MiN CLR. 2 i COPE WEB OF STUD 3" EA. END BEND 90 4 ATTATCH PLAN STUD TO EA STUD FACE w/ (3) #10 SELF DRILLING 5GREW5 i EA END. i -GRAB BAR 1-1/4" TO 1-1/2" DIAM. 12 FINISH PER SCHEDULE Ito 3'-0" x 7'-0" A S.C. WD VENEER STAIN TIMELY BLACK • 1 NEW iNT. DOOR li 3'-0" x 1'-0" A S.C. WD VENEER STAIN TIMELY BLACK i 1 NEW INT. DOOR Ia 3'-0" X 7'-0" A S.C. WD VENEER STAIN TIMELY BLACK 9 1 NEW INT. DOOR ICi 3'-0" x 7'-0" B S.C. WD VENEER STAIN TIMELY BLACK 1 NEW INT. DOOR - TOUCH PAD ENTRY 20 3'-0" X i'-0" B 5.C. WD VENEER STAIN TIMELY BLACK 3 NEW INT. DOOR - NO LOCK 21 3'-0" x i'-0" 15 S.C. S.C. WD VENEER STAIN TIMELY BLACK �1 3 NEW INT. DOOR - NO LOCK 22 3'-0" x 7'-0" B 5_G. WD VENEER STAIN TIMELY BLACK 3 NEW INT. DOOR - NO LOCK, K 23 3'-0" x 7'-0" 8 S.G. WD VENEER: STAIN TIMELY BLACK I NEW iNT. DOOR 24 3'-0" x -1'-0" 1 B S.G. WD VENEER STAIN TIMELY BLACK 2 NEW iNT. DOOR NOTES: HAfRDUJAfRE 7� 12„ 12 "MAX 3 MIN. 012 x 3" MIN 55 1. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT R-19 INSULATION M(N. M X WOOD SCREWS INTO 2x WD SCHLAGE AL -SERIES EXCEED 5 POUNDS FOR EXTERIOR DOORS AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING BLKG. ATTATCHED w1A35 / APPLIED AT RIGHT ANGLES TO HINGED DOORS AND TYPE 1 5ATURN LEVER 626 SATIN CHROME FIN15H (- EA. END a WD. STUD WALL AT THE CENTER PLANE OF SLIDING OR FOLDING OFFICE LOCK � � / / DOORS. COMPENSATING DEVICES OR AUTOMATIC / wcaoD vENEER DOOR - STAIN DOOR OPERATORS MAY 15E UTILIZED TO MEET TEH ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE TEH 5CHLAGE AL -SERIES TYPE 2 SATURN LEVER 62fo SATIN CHROME FINISH (2) 2-1/2" METAL CHANNELS _ *12 X 3" MIN. COUNTERSUNK } / TO BE -STAIN DOOR MEY SE INCREASED TO THE MINIMUM STOREROOM LOCK ttyi I SHEET METAL SCREWS IN DOOR HARDWARE ALLOWABLE SY THE APPROPRIATE ADMINISTRATIVE - - _ -"" I METAL STUD (3 MiN.) adi = CENTERED A.F.F. `.4 AUTHORITY, NOT TO EXCEED 15 POUNDS. G£3C SECT. 5GHLACzE TYPE 3 �# I ' SiDELICzHT 118"w) -' 114" CLEAR d TEMPERED GLASS 2. BOTTOM ifs?" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED PUSH/PULL PLATE ro26 SATIN CHROME FINISH � L 435 wl *'10 5GREW5 CLIP I ATTATCHMENT EA. END NOTES: cc1 c�1 SURFACE TO ALLOW THE DOOR TO 8E OPENED BY A NOTE is EXiT DOORS ARE OPERABLE FROM THE INSIDE WITHOUT THEIDI MTL STUD WALL 4 BLOCKING WHEELCHAOR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. C5C SECT. 113382b. USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. HARDWARE FOR qF_ jg" 4 5 ��JJ �1 NOTE 2: CONTRACTOR TO SUBMIT LIST APPROVAL. SECTION 1 i - 1•- 18ga. METAL STUD rox FOR RMATION SEE DETAIL 1s'd SHEET AS. FRONT ELEVATION SiDE ELEVATION M N. 5LOCKING w MTL STUD WALL SCALE SCALE A ' SCALE CC HA UJASCHEDULE AN 7� E 50L �ND A T i T i ON 1 TOILET CL A ANCE 5 STUD WAL 2 i"-1'-0" N.T.5. " = 1'-0" ChoyAssoc i ates Architects 901 El Centro Street South Pasadena, CA 91030-3115 Tel 626.403.7850 Fax 626.403.7860 Ati N . C 48 Q 10-5N.oh QQ2 Consultant Owner SUKUT 4014 W CHANDLER AVE SANTA ANA, CA Project Title TENANT IMPROVEMENT 4014 W CHANDLER AVE SANTA ANA, CA Drawing Title DETAILS AND SCHEDULES Revisions p Rev Description Dote PURPLE Computer File Plot Date Description 2 "V Record Date Drawn by SS/�. iC Project No. 1242 Checked by Drawing 5 of (o sheets I �I 1 i1 i w .rr � � i �. ,► r� i i *EFFECTIVE SECTION PROPERTIES 10011 1''IANUFACTURER: CEMCO: 263 COVINA LANE CITY OF INDUSTRY, CA 91-144 METAL STUD SHALL CARRY IC5 0 REPORT No. ER-3403P LATEST VERSION. MATERIAL SFECiFICATIONS: i m STUDS: 18 AND 20 GA, ASTM A446, GRADE A, fy=33,000 ksi. lro AND 14 GA, ASTM A446, GRADE D, fy=50,000 ksT. TRACKS: 16 GA, ASTM A446, GRADE D, fy = 50,000 pal. 11� , t � �, FA5TENEfRS:(TYPICAL EXCEPT AS NOTED) TEKS LOW PROFILE HEAD METAL TO METAL: No.10X08" TEKS LOW PROFILE HEAD SHEET METAL SCREW SHEET METAL SCREW. METAL TO WOOD: No]OxIO8" ROUND HEAD WOOD SCREW (E) ROOF JoiST ---) (E) ROOF PURL IN 3 *10 SELF -DRILLING FASTENERS t1 EA. STUD. 3 5/811 25ga. METAL STUDS ATTACH TO (E) ROOF JOISTS 6 16" TO 24" o.c. (E) STEEL GI NOTE: FOR STUD, TRACK AND FASTENER SEE DETAIL 11 THiS SHEET LUALL 5fR>ACINe DETAIL O 11/SCA)li m11 12 MAXIMUM ROUGH OPENING LINTEL SIZE 4" WALL ro" WALL UP TO4'-0 4 X 4 6X6 4'-1"TO6'-011 4Xro & X a 6'-1"TOV-0" 4 X 5 6Xa V_1"To101-011 4X10 roX10 10'-0" TO 13'-0" 4 X 12 ro X 12 51MPSON A35 4'-0" MIN. BTII SPLICES EACH SIDE, TOP AND (SPLICE OVER BRNGz.) BOTTOM OF FULL HGT. STUDS FOR LINTELS 5-166 BTWN. SPLICES AT EXTERIOR WALLST 7 �- LINTELS FOR WINDOaS AND DOORS -SEE SCHEDULE ABOVE (2) THRU STUDS FOR WAL 10'-0" AND HIGHER 2x S1L4---� (2) 16d TOE NAIL 2x CRIPPL1=5 0 1611 O.G. SIMPSON WL 10 25'-0" O.G. 1 16d =_ _JE1 iWWVD@ (2) 2x TOP F-PLATES (2) SdTO EA. PLATE TYP. 1wA. END-\ FIRE 2x TREATED BILL PLATE--/ RETiGHTEN BOLTS 5/5"0 x 12" LONG ANCHOR BEFORE CLOSING iN (SILL) 5OLT5 e 4'-0" O.C. MAX. UNLESS NOTED OTHERWISE FL ,LL HEIGHT :'ART i T i ON SCALE 1 1. 12 GAUGE (MIN) HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4' x 4' GRID SPACING ALONG MAIN RUNNERS. SPLICES WiLL NOT BE PERMITTED IN ANY HANGER WIRES UNLESS SPECIFICALLY APPROVED BY OSA/SSS. 2. PROVIDE 12 GAUGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN 8" FROM THE SUPPORT OR WITHIN 1/4 OF THE LENGTH OF THE END TEE, WHICHEVER iS LEAST, FOR THE PERIMETER OF THE CEILING AREA. END CONNECTIONS FOR RUNNERS WHICH ARE DESIGNED AND DETAILED TO RESIST THE APPLIED HORIZONTAL FORCES MAY BE USED IN LIEU OF THE 12 GAUGE HANGER WIRES SUBJECT TO OSA/SSS REVIEW AND APPROVAL. 3. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT 05STR.ICTIONS TO MAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REO'D AT ALL CEILING BREAKS, SOFFITS OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN I IN 6 OUT OF PLUMB ARE TO HAVE COUNTER -SLOPING WIRES. 4. CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALLS. CEILING GRID MEMBERS SHOULD BE AT LEAST 1/2" FREE OF OTHER WALLS. iF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE END OF MAiN AND CROSS RUNNERS SHOULD BE FREE AND A MINIMUM OF 1/2" CLEAR OF WALL. 5. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCOMMUNICATION BETWEEN THE RUNNERS AT THE F: 1 E END TO PREVENT LATERAL SPREADING. A METAL STRUT OR A 16 GAUGE WIRE WiTH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER 16 12" OR LESS, THIS INTERLOCK (S NOT REQUIRED. 6. PROVIDE SETS OF FOUR 12 GAUGE SPLAYED BRACING WIRES ORIENTED SO FROM EACH OTHER AT THE FOLLOWING SPACING: FOR SCHOOL BUILDINGS, PLACE SETS OF BRACING WIRES AT A SPACING NOT MORE THAN 12 FT. BY 12 FT. ON CENTER FOR HOSPITAL BUILDINGS, PLACE SETS OF BRACING WIRES NOT MORE THAN 8' BY 12' o.c. c• PROVIDE BRACING WIRES AT LOCATIONS NOT MORE THAN 1/2 THE SPACINGS GiVEN iN (a) AND (b) ABOVE FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS FOR BOTH SCHOOL AND HOSPITAL BUILDINGS. THE SLOPES OF THESE WIRES SHOULD NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND SHOULD BE TAUT WITHOUT CAUSING THE CEILING TO LiFT. SPLICES IN BRACING WIRES ARE NOT TO BE PERMITTED WITHOUT SPECIAL OSA/SSS APPROVAL. NOTE: 1. VERTICAL COMPRESSION STRUT TO EXTEND TO STRUCTURAL MEMBER 1. FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTEN BRACING ---- 5'-6" MAX. FOR 30 OR MORE OCCUPANTS 2' MAX. INTERVAL. WIRES WITH 4 TiGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1 1/2". HANGER OR BRACING: WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED � (E) PURLIN a V-011 O.G. 2. ENGINEERD DESIGN REQ'D FOR CEILING SUSPENDED ABOVE ro'. IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS 3. CEILING TIES SHALL HAVE 1/211 ANNULAR SPACE AROUND FIRE SPRINKLERS. POSSIBLE WITH THE DIRECTION OF THE FORCES ACTING ON THE WiRE. HANGER WiREES-3 TIG(-(T TUi18 4. iCBO NO. 1905 - LARR NO. 23256. S. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6 INCHES FROM BRACING WIRES-4 TIGHT TURNS ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. IT IS ACCEPTABLE TO ATTACH BOTH ENDS OF WiRE LIGHTWEIGHT ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOMINAL DIAM. 12 ga. SPLAY WIRE -RIGID VERTICAL STRUT MAY S. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRiD RUNNERS TO RESIST A i/4" DIAM. SCREW IN FOUR DIRECTIONS BE STEEL STUD, BLACK HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. EYE W/ MIN. 1-1/4" SO* APART 6 12'-®" IRON, EMT OR WOOD STUD 10. FLUSH OR RECESSED LIGHT FIXTURES AND AiR TEiZ-11NALS OR SERVICES PENETRATION, TYP. o.c. EA. WAY MAX. (IN COMBUSTIBLE CONSTR. WEIGHING LESS THAN B6 POUNDS MAY BE SUPPORTED DIRECTLY ON THE X TYPED ONLY) OR OTHER RUNNERS OF A HEAVY DUTY GRID SYSTEM BUT, iN ADDITION, THEY MUST HAVE Ar_f-HANGER 12 ga. WiRE APPROVED EQUAL. MINIMUM OF TWO-12 GAUGE SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. ALL 4 FT. x 4 FT. LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER WIRES-3 T(Cxi-IT TURNS ° Cz WIRES-4 TIGHT TURNS 12 ga. VERT.ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERViC�ES NDS OF WIRE WiRE HANGERS WEIGHING 56 POUNDS OR MORE MUST BE INDEPENDENTLY SUPPORTED BY NOT tv 4'-0" o.c. EA. LESS THAN 4 TAUT 12 GAUGE WIRES EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. WAY-TYP. - SCALE 11. THE TAUT 12 GAUGE WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE 1" IANGER/5RACE UJ1 RE .: •. CL EL5 N.T.S. ABOVE MUST BE CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT. 2" MAX FROM TYP 12. SUPPORT SURFACE MOUNTED LiGHT FIXTURES BY AT LEAST TWO POSITIVE NOTE : 1/4 OF THE LENGTH OF THE END RUNNER, BRACING: WiRES TO DEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACH WHICHEVER IS LESS CROSS RUNNERS SUPPORTED FROM THE STRUCTURE ABOVE BY A 12 GAUGE WIRE. SPRING CLIPS 2 6 OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. NOTE: FOR SEISMIC BRACING SEE. 13. CLASSIFICATION OF CEILING GRiD IS PER CHICAGO METALLIC CORPORATION`` CLASSIFICATION OF CEILING GRID IS HEAVY DUTY. MANUFACTURER'S CATALOG «t2ga NUMBER - MAIN RUNNER HEAVY DUTY 1200-200. MANUFACTURERS CATALOG HANGER a1, M,4x_ , NUMBER - CROSS RUNNER HEAVY DUTY 1204 / 1226. iCBO *1905. LARR 023256. WIRE 648"o.c. SEE 4/' \ ,v ,4> \{ SEE FiNiSH / NOTES: SCHEDULE N 'IT" 1. VERTICAL STRUT: STRUT FASTENED TO MAIN RUNNER SHALL EXTEND TO d FASTEN RUNNER FOR WALL RUNNER TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. FINISH SUPPORT STRUT SHALL BE ADEQUATE To RESIST THE VERTICAL COMPONENT INDUCED 0 48" or_ BY THE BRACING WIRES. ANCHOR "T" SHAPED 5 S 2 THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FT. o.c. IN BOTH ANGLE TO 0U811 o.c. DIRECTIONS WiTH THE FIRST POINT WiTHiN 6 FT. FROM EA. WALL. WALL STRCT. BEYOND 3. SUSPENDED CEILING SYSTEM TO MEET CURRENT CODE REQUIREMENTS, TYP. FOR ACOUS. DROP 211 WALL ANGLE IN PANELS SUSPENSION AND SEISMIC BRACING SYSTEMS AND COMPONENTS. INN RFR TAT i ON OF fREISULATIONbTLE 12 4 FART 2 OF TITLE 24, CAC) T'1 FICAL 5U5FENDED ca E IL ING MOTES FOR, METAL SUSPENSION S`1'STEM6 FOR LAY iN PANEL CEILINGS CE IL I1' N.T.S.E � �1 � � �. 11� �� � M LE N.T.S.c MTL. STUD COMPRESSION STRUT--12ga. HANGER WIRE TUBULAR COMPRESSION STRUT 12ga. HANGER WiRE CONNECT TO STRUCTURE CONNECT TO STRUCTURE ABOVE PER DETAIL *6 TEK SCREWS 18"o.c., TYP. ABOVE PER DETAIL 3 SiZE PER SCHEDUL g DBLE. MTL. STUD WHERE OCCURS 51ZE PER SCHEDULE O ELECTRICAL METALL iC TU51NG (EMT) SIZE I.D. O.D. r MAX. LENGTH 1/2 _622 _ .106 25 46" 3/4 .824 .922 31 9,211 1 1.049 1.163 39 1-114 1380 1310 .51 102" 1-1/2 1.610 1140 .59 11811 2 2.06i 2.1131 15 15011 METAL STUDS (25ga. 55 SERIES BY CEMCO OR EQUAL) SIZE A i r MAX. LENGTH C1625525 .0,11 .014 .44 88" DBL'D 1628525 .01"1 Z35 - - 10 - 140" DBL `D 2505525 .0-18 .0135 LOS 2115 CEMCO. ICBO *3403P - LARR *24g23 NO. 6 TEKS SCREW '018" o.c. E_ J ION 'V1 T .., U T T L SCALE L ATTACH 25cga CLIP L 450 MAX. z TO TRACK w/ (3) *10 o / SELF -DRILLING FASTENERS o 0 ATTACH 3-5/8" x 25ga STAGGERED 25ga. TOP TRACK - STUD BRACING o 4'-011 o.C. EA. WAY TO 25ga CLiP ANGLES w/ *10 SELF- - - DRILLING FASTENERS. R-11 SOUND ATTENUATION BATT INSULATION o/ CEILING SYSTEM. AND OVER TOILET ROOMS. /� 3-5/8" x 25ga MTL. STUDS w/ R-11 SOUND ATTENUATION BATTS. CEILING SYSTEM - -- 5/8" GYP. BOARD TOP SET BASE ADHESIVELY APPLIED TO GYP, BD. BASE y; 25ga STUD TRACK w/ .140 DIAM SEE SCHED 4 FLR. PLAN - SNORT PiNS 16" o.c., TYP. FOR FLOOR FINISH L.A.RR *2582. NOTE 1: FULLY INSULATE ALL OUT ET5 AND OTHER U�ALL PENETRATIONS W/ BOUND ATTENUATING BATT MATERIAL. A, NOTE 2: USE CALIFORNIA EXPANDED METAL PRODUCTS CO. OR EQUiV.`FOR STEEL STUD 4 JOIST SYSTEMS - ICBO *3403P - LARR *241923 NOTE 3: FOR CONNECTION tv ROOF SEE DETAIL 12 NOTE 4: WOOD STUD CONSTRUCTION CAN BE USED AT CONTRACTOR'S OPTION. SEE DETAIL. 13 R1 LL HEIGHT F'ART I T I ON SCALD 3" = 1'-0" 1 45 4,50 *12 ga. SPLAY WIRE - MAX. *12 !ea.. SPLAY WiRE MAX. IU a EA. SEISMIC BRACE 6 EA. SEISMIC BRACE W-E (TYP. OF 4) SEE r4'\ _ i (TYP. OF 4) SEE f 4`1 45° MAX. N-S 11/2" DIAM, MACHiNK`-1 1/8" CROSS TEE BOLT w/ HEX HEAD 0 21-011 AND LOCKWA5HER. 1 1/2" MAIN TEE: e 4'-C" o.c. NOTES: 1. BRACING a 12'-0" o.c. EA. WAY 4 6'-O" MAX. FROM WALL. 2. SUSPENDED CEILING SYSTEM TO MEET CURRENT CODE REQUIREMENTS FOR SUSPENSION AND SEISMIC BRACING SYSTEMS AND COMPONENTS, TYP. SCALE N.TS. If- 2x6 (MIN.) BLOCKING (E) ROOF SHEATHING --� 45' MAX_ N-S 11/2" DIAM. MACHINES 1 1/8" CROSS TEE IV BOLT wl HEX HEAD 2'-0° AND LOCKWASHER. 1 1/2" MAiN TEE a 4'-0" o.c. NOTES: 1. BRACiNG 0 12'-0" o.c. EA. WAY 4 Po'-O" MAX. FROM WALL. 2. SUSPENDED CEILING SYSTEM TO MEET CURRENT CODE REQUIREMENTS FOR SUSPENSION AND SEISMIC BRACING SYSTEMS AND COMPONENTS, TYP. (E) ROOF SHEATHING 01Hr:�!! ���E _r - 2x6 (MIN.) BLOCKING a f j o 1. a 1 O �, / 0 0 0 O O 0 o O O O O� o 1 O /\ o f F I I I (E) RAFTER, PURLIN OR TOP TRUSS CHORD t I L 2"x2.5"x2B" x 13ga. AS REQ'D. w/ (2) *10 TEK SCREWS INTO MTL. STUD AND (2) #10 TEK I SCREWS INTO BLOCKING. 1 i "SiMPSON" U26 HANGER (E) RAFTER, PURLiN EA. END OF BLOCKING. OR TOP TRU55 CHORD 11SiMPSON" U26 HANGER a EA. END OF BLOCK. (2) *10 TEK SCREWS TUBULAR COMPRESSION STRUT FOR CONNECTION T `---FOR CONNECTION TO CEILING GRID 5E 6 CEILING GRiD 01 11 __ STRUT T ROOF CONNECTION 3 GAL 011 1 STfRUT TO ROOF CONNECTION .3 CALE 3 ChoyAssociates Architects 901 Ei Centro Street South Pasadena, CA 91030-3115 Tel 626.403.7850 Fax 626.403.7860 icy/�� UAI Q Ofi C PL�� Consultant Owner 4014 W CHANDLER AVE SANTA ANA, CA Project Title TENANT IMPROVEMENT 4014 W CHANDLER AVE SANTA ANA, CA Drawing Title Revisions Rev Description Date 4v PURPLE Computer File h �a Plot Date Description Record Date Drawn by 5C Project No. 1242 Checked by 3�C Drawing Aob (o of (o Sheets CERTIFICATE OF COMPLIANCE Lighting (Part 1 OF 3) PROJECT NAME TENANT IMPROVEMENT DATE 11/17/04 PROJECT ADDRESS 1014 W. CHANDLER AVE., SANTA ANA, CA PRINCIPAL DESIGNER -LIGHTING TELEPHONE Jessica M. Yueh (626)308-1268 DOCUMENTATION AUTHOR TELEPHONE CEG Engineering, Inc. (626)308-1268 GENERAL INFORMATION DATE OF PLANS 11/17/04 BUILDING CONDITIONED FLOOR AREA 6335 SQ. FT. CLIMATE ZONE BUILDING TYPE NONRESIDENTIAL ❑HIGH RISE RESIDENTIAL ❑HOTEL/MOTEL GUEST ROOM - PHASE OF CONSTRUCTION ❑ NEW CONSTRUCTION ❑ ADDITION ALTER ATION ❑ UNCONDITIONED (file affidavit) MOMPETHIAOD OFNCE LIGHTING ❑ COMPLETE BUILDING AREA CATEGORY ❑ TAILORED E] PERFORMANCE CL STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance sfecifications needed to comply er i with Title 24, Parts 1 and 6 of the California Code of Regulatons. This c ficate applies only to building lighting requirements. The document preparer hereby certifies that the documentationyis.,accurate and complete. Documentation Author Signature Jessica M. Yueh F� 11/17/04 The Principle Lighting Designer hereby certifies that the proposed building design repreresented in this set of construction documents is consistent with the other compliance forms worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in the applicable parts of Sections 110, 119, 130 through 132, 146, and 149 of Title 24, Part 6. Please check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a Civil engineer or electrical engineer, or I am a licensed architect. El I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by Section 5537.2 or 6737,3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. ❑ I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537,5538 and 6737.1. (These sections of the Business and Professions 2pdp are printed in full in the Nonresidential Manual.) PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE -DATEV&11 F LIC. NO. Jessica M. Yueh _i 11/17/04 El 5221 R LIGHTING MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT For detailed instruction s on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission, LTG-1: Required on plans for all submittals, Part 2 and 3 may be incorporated in schedules on plans. LTG-2: Required for all submittals. LTG-3! Optional. Use only if lighting control credits are taken. LTG-4: Optional. Part 2 and 3 and LTG-5 are optional if Thoilored Method if used. Nonresidential Compliance Form June 2001 1PORTABLE LIGHTING WORKSHEET P art 3 of 3 LTG-1 ROJECT NAME DATE TENANT IMPROVEMENT 11/17/04 ROOM # OR ZONE ID DEFAULTt) (W/,qf AREA (SF) TOTAL WATTS (B x C) OFFICE 0.2 1904 381 TOTAL 1904 381 ICERTIFICATE OF COMPLIANCE Lighting (Part 2 OF 3) PROJECT ME DATE TENANT IMPROVEMENT 11/17/04 Cod LUMINAIRE NAME DESCRIPTION A FLUOR. LTG. B FLUOR. LTG. C.CE FLUOR. LTG. D,DE FLUOR. LTG. DOWN LTG, LAMPS BALLASTS Lu minaire (Lamps + Ballast) TOTAL I WATTS TYPE DESCRIPTION # Watts Per Lamp Type Description # # Watts - - - - - ELECT. - 47 80 3760 F32T8 2 32 ELECT. - 4 59 236 - - - - - ELECT. - 35 59 11 2065 F32T8 26 TRT 2 1 32 26 ELECT. - - 16 6 59 26 F-- 944 156 Lighting Schedule on Plans Shows Exterior Lighting Meets nEfficacy and Control Requirement of 5130(c) MControl Requirement of 1 6131 (f) SUBTOTAL FROM THIS PACE PLUS SUBTOTAL FROM CONTINUATION PACE PORTABLE LIGHTING (From LTG-1 Part 3 of 3) LESS CONTROL CREDIT WATTS (From LTG-3) ADJUSTED ACTUAL WATTS 7161 - 381 - 7542 MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION (Room #) CONTROL IDENTIFICATION CONTROL TYPE L (Auto Time Switch, Exterior,etc.) SPACE CONTROLED NOTE TO FIELD CONTROLS FOR CREDIT CONTROL LOCATION Room # or Dwg. #) CONTROL IDENTIFICATION CONTROL TYPE 11 (Occ upon t,Da)4 igh t, Dimm ing,Etc) LUMINAIRES CONTROLLED NOTE TO NOTE l TYPE I# OF CUMIN. I I FIELD (NOTES TO FIELD For Building Department Use Only ITABLE 1B PORTABLE LIGHTING SHOWN ON PLANS FOR OFFICE AREAS >250 SQUARE FEET PORTABLE LIGHTING LUMIN. TASK # OF TOTAL TOTAL ITABLE IC PLANS SHOW PORTABLE LIGHTING IS NOT REQUIRED FOR OFFICE AREAS > 250 SQUARE FEET ROOM # TOTAL AREA OR ZONE ID (SF) TOTAL IBUILDING SUMMARY - PORTABLE LIGHTING Designer needs to provide detailed documentation that the lighting level provided by the overhead lighting meets the needs of the space. The details include luminaire types, CU, and mounting locations relative to work areas. BUILDING SUMMARY TOTAL AREA (SF) (FROM TABLES 1A+1B+1C) TOTAL WATTS (FROM TABLES 1A+1B) BUILDING TOTAL Nonresidential Compliance Form June 2001 LIGHTING COMPLIANCE SUMMARY L' PROJECT NAME DATE --------- TENANT IMPROVEMENT 11/17/04 WATTS BUILDING CATEGORY (From § 146 (b) Table I-M) PER SF OFFICE 1.2 COMPLETE ALLOWED BLDG. AREA WATTS 6335 7602 ........ ARE R40 --------- ------- WATTS COMPLETE ALLOWED AREA CATEGORY (From § 146 (b) Table 1-N) PER SF (SF) WATTS TOTALS AREA WATTS Enter on LTG-1 and 2 Portaaoable lighting Nonresidential Compliance Form Norresidential Compliance Form June 2001 TOTAL ALLOWED WATTS (From LTG-4) )Lyie 2001 CERTIFTICArE OF COMPUANCE (Part I of MECH-11 Sukut Offlice BuBd ing Jan. 30p 2005 Fh�--tAxt;MW I11'W_ SAMS AM-ii, CAX '9V1n,, A. S=012 SM K ME M_0335 Kevin A- Smoila aim Aswmlatea, Im. CIEVERAL IN FOR MATEM OA:7-1: Qq RAIR2 Nzc S&&W* 55FV_,=*iD FL010 .> Ate.ZONE Ri�=Ms TYPE, M hSVW-DMAL, El -n4 RZE r4_0�17�AL �s NEW sM7A-,TW.=ZN LJ LJ A=7M A�L -W ,A,7A_ STATEMENT OF COMP.LLANCE Trils zemneka -I CMpa,Wme oalz lkw, villillang., %mturc-. ard, perlammame sp�wltcvacas nnezedev to zmmR4 w4h nD5 24, pzr6- 1 acmsl �Fwg=las"s omcaapleOrto *witim e-loral�Smwft,raPS4S zi v�e la cme ar rTpThe-" +i .. elf: tion.gvepaww"rAmby zett t lhat ti ::: ".. 4 ..'' DAM K8W41A*i, 10c", Jm" 201� EMIR, oWnA, wu a ana A 7WPru e= i# Wicharical Designier harebyceitifies fh*,1he lupposed bw design reprtsvibW in "S S9 VIOBSITuation dommer-ts is, corn?kstent with Iffm adler compliam. e 1-;amna and. warksheets, With'the sW-6ciatiors; and W�h XV othar 0��bu�atons� slibmted WAK ft's permA a ppftatbm The pra;asad bjulding t�s- s beer, desigr*d to m9at 111,le ems -412Pnmtea0d,2, 43c1+9oTde,4,aft 6. P,4ease G."beek0ne: 1 hie. Oy affi m,, ftA I am efisMe undea, lff�eoprolqismrss d Dh3 of ftie. Susirs and Prof essiam :Code to - skar-,fts dMumant ss'ffl�persscn fiespansible far ft prepmmica-,-'am &Iatl am licefKad in tha S� tc* "neor Caffvnip as a; cW errs iheer cx, rnecharicer^ sneer. or I am, a 4censed amhkect. ❑ 1 aftm t-'at ryam sllglhlle ur&_r fa prvAslons of DiWision 3 Vfthe:8usb,**ss and Pra%srsbrs Ca&- by sact=,, 55Z 2*rffM.3,4b si�jri this. dc-s-nump-Mas-thapaTson frespeasNa fLy its preparabzn, zwM I am a licansed cortacbr I affum ftt l am eliaih4e, Loder 0$,json'_1 of the, aSroses s, and Frafesslmns 00& 'to S�n bee-m-44 A per"llairs to a sip-mitza or jlof wwk deesarlbedasswAmpt! aft to Eusness and Ptz�as siiars pumu 5MR.-RM FMre I *E� w, I CATE M11, M 2:1 tW ENVE.LOPE MA14GATORY MEASURES fn&a lacation cri p4mis of Wke,Bhnek finrlklan.nry TAasmes IN STRUGTIQNS TO AFfILICANT alu Manbaif,Msle6W tt* C31MV3 EnArgy CWM%M_ CERTIFICATE OF COMPLIANCE (Exit I of 2) ENIV-1: Su.kut: Office Buiklihq Jan:.30, 2005 414 W. M, -adter Ave.- 5--anta-Affla, CA Vwyftsooiates n Alithpal Kevin A, SnyAa and Associates, fnc,. zrec ME Ti:jMr- Gf.NER-A-L IN 0R,,MA-T*N, 00,107VIED FLZUR, AWIZ�l [J 0 E OF, rl 'Com-off-mT, G0NrLfhr4Qe 7 STATEMENT OF CIOMPLMCE 7mlirl * ekle zA� camphamme ists tie W."'iding batmes and... peft'. mance �.spec,0,zw-fiwns nep-ded lea ircxmply with T*Z- 24, Parts. I 'or' `cr, "�'njs teitificalle apo ies c0y to the bu qw- emwbp fraq 'ren '�S. s, h en" 7" e dwimmerlaar, pwii arei Ihsfety ce.',415: ViAt the rer io t 'a'ic"marate ara �*XA7� C-Aa The Pnr�wal ZrAmjw Diesfrgne,- SW_ *try ce"'es that !he 7, wos*d buiding dwestW, r*qr*sen*_d ir, ths set clf cv-strmtcn WLumerd-a' is ows4tert With @W&W cornplbsnze ftrmsgild workshees, with *e spezftiatons, and h & 3A0 Ffy 5?hMfteed Wth iris pear4 a: baton The wed fling; has been ckesW� ed to mie-et 10', 1�,Othraugh *118, &?-d 140, ".42, 142L or 1,14S of, T-Me.'24. , Padt.d. Plea Ct-eck One: E ;`ire bye%qn-f at it aorn, ergbe under -the, pmWis4ons, ef DWWon 3 & us i ress and Pr ix 00de to sign fts dmument ms fi*, pw_son respomibte fnr As prepamsom,: art CQhrKa. as, acivq erx.3hes-- or fam a Md arr'We-cl- P affi, Tm that t am eligible U11dw 'he pra.�sivvs & ClMsim 3 cifthe Susk°ess and Fress�dns Code b�y seccbm EST' 1, or 0737. 3 to s fis dwanerM as the pefson reesipm-_�Ne ficeits prepw- am, a ficer-sed actor Pe ft mmm th4swcf%_ r7 l�rmx. beomme. it pain to a strvne or type ursumyt to Sur. ir s Ord prifts5MMICO& Sakedws w3T 90".a and dTPA tCaCM CCi PIZ015 CF N&E 3lCd,*f-Dr t r f4viasures co, me brms, poaase:,q4v !0 Me MnrVolden!W1 Ri-STIZUCTIONS T0 APPLICAMT Fiz Dox'ir'st-Lod"'e-ns 0"I th-2-usa �,Phis and .1 Emiqy Effic; y fti Nonres�dsi­ CERTIFICATE OF COWLIANCE. (Pa lf t 2 Of 2) MECH-1 Sukut Office Buffdinjq Jan.30�2005 SYSTEM FEATURES SYSTEM NAME I TWE VD?Ilrm�X SE/�AXX WIrM0- FAN COWMRZCL, mc� _FZEW� yg, 'arf# MA M, XW WOES- l'QOAESFI FFE WMATON RMURW- HEAIWS OXT L A--4 IMBZAA9Wak1 #YVISO A.- 4 S, ;N1 IVA, VX 'IVA, NW 'M 1*1 - N � A A. A 5_5c F"a ST, W5, �,r �z Y t2 Qk;MER UrW03S 11tsz?F&,�Aaay3Sl QAIRI�1;10;,4>�2=ED y y Xrrtl 4,Z *,TTs'1-,�: 4,2 T-1-:7-7 A= 42 y A7M FMIIY 'Ser?'m SSoft IMMM VIVM 77777 Plaw-7.1 00%7WILS7 ftALw mcr . w:cna_,�arlt-,cFS-A,:z,, tow, Cni SAID safftrict AUXIr eftir ce�vn W"A$2t*r O�,Kt -,VM4 5wjl 1W.4e:,T1?.10$ TrIm. to =,4-m, I T-24 CERTIFICATE OF COMPLIANCE (Part 2 -of 2) ENVA Sukut Office Buildirig MAT Jan. .30, 2005 OPA.Q-,U'E S--UWACES 2urfaze T0f Tflile "VrSalt, hw_atI Ave0 ax tr, rd 29ar Gar FWM3 Rw"rz�m ^e.-T. ftwep",Iwd Cet_% 00_mt�ft, eft 1,07M TL1,7fLr, FW Sidr� r_ert Q?%J? , i ;W slgEi WVS llftll S31 .2 FENiESTP.ATI0N SURFACIEZ Site.Assembled GLazIft ROftX t:S_SS M0 Wt""l WW-%r Lam- ceoitw* F�rm Axea u AZ mah &.ow w0a, LcrAft -meml F�,,r V�l 0, Dept, UVe 121 1.1-110 iz�m Twed N��& GIL-Wrl 178 1, _52 soi DAM, wma't'.4 tftl -EXTERtOWS-HADING5 7 ;;�,'kt, Wit Lerra?,� 1-k� Ott 1 MOTE 8 TO, FIELD - Fof 8tidiffirt-g U-,,,- ortty # ChoyAssoc i ates Architects 901 El Centro Street South Pasadena, CA 91030-3115 Tel 626.403.7850 Fax 626.403.7860 Consultant Owner 4014 W CHANDLER AVE SANTA ANA, CA Project Title TENANT IMPROVEMENT 4014 W CHANDLER AVE SANTA ANA, CA Drawing Title Revisions Rev Description Date VA Computer File PURPLE Plot Date Description Record Date Project No. 1242 Drawn by Checked by C, 5C Drawing rt of Sheets hoyAssociates Architects 901 El Centro Street South Pasadena, CA 91030-3115 Tel 626.403.7850 Fax 626.403.7860 KUT 1, W CHANDLER AVE TA ANA, CA ANT IMPROVEMENT t W CHANDLER AVE rA ANA, CA Drawing Tft rf FRAMING PLAN, ERAL NOTES, YPICAL DETAILS Reviel" Description Dote ft Description Pi rd Date Project NO. 1242 m by Ctmoked by s-1 1 d 2 8,111b 1. ALL 4x AND)2 MEMBERS CONNECTED TO (N) OR (E) MEMBER WITH SIMPSON U HANGER EACH END 2. DO NOT CUT (E) JOISTS J1r1r (E) TAPERED STEEL `�--- GIRDER W/ 4x6 NAILER AH-4 UNIT----�"" (E) 4x LEDGERS (E) CONC. WALL ---� n li 1T i1 Tfi 11 n 11 11 11 0 WALL SUPPORTING BRACE EA. i II it Ii II !I II !! !I II II II SIDE OF PENING TYP. u iu u !u u u u1 )u u Iu u u u u u u u u u u u u u u 9 404 EAST ELEVATION �•:=■� 4x 14 (E) 4x 14 �(E)_ 13 SI 2x4 ( X Nil 13 PARTIAL ROOF FRAMING; PLAN (E) CONC. WALL IW F1.7ALL4x AND 2x ERS CONNECTED TO (N) OR (E) MEMBER WITH SIMPSON U HANGER EACH END 2. DO NOT CUT (E) JOISTS 4x6 Nil AH UNIT (E) 4x LEDGER (E) CONC. WALL--� cm 4x4 4x4 13 1" 6 PARTIAL ROOF FRAMING PLAN ■ �■ Ili■�Orr■/rl1■ Ir■r■r ■11 I �����I f—(E) 2x4 ROOF JOIST (E) 404 PURLIN BEYOND v 4/ \ d ' Q.. A L6x4xx1'-0" W/ � AN HORS ILT! KBII SECTION 4x 14 w 0 w -J �W— Z x 0 X ,mil W w UJ w 1" 17 J" O LAG SCREW AT EA. L4x3 �r W.P. L4x3+0'--34" EA. SIDE & EA. END OF HSS6x6 1 TYP {DES 1 MIN. HSS6x6xJ CONT. L6x4xJx0'-8J" L4x4XJ W/ J"O BOLTS EA. END EWA Em (E) CONC. WALL 1u 13 SECTION r-^1 un.'rNT (E) 2x4 BEYOND �. ,,u,.�WS 0 18" O.C. AND 6" FROM EA, END EQUIPMENT LEVEL PREFAB CL J"OX6" LONG SCREWS 0 18" 4x6 W/ SIMPSO HANGER EA. ENI (E) TAPERE[ GIRDER Wj N • 11MI : ! p WALL SUPPORTING BRACE EA. 12 SID W OPENING TYP. _ TYP, 12 �t 1`t 1T I1 I i{ II II cull l� full I I) II W.P. 0 EQUIPMENT ul) PREFAB CURB ---� • ' LEVEL -- (E) 2x4 0 24" O.C.- (E) 4x14 PURLIN ! L6x4xx0`-10" W/ (2) J" e LAG SCREWS J" O BOLTS TO (E) 4x 14 0 18" O.C. AND 6" FROM EA, END 4x6 m Re LAG SCREWS 8" O.C. AND -ROM EA. END - 19 ROOF LINE ChoyAssociates Architects 901 El Centro Street South Pasadena, CA 91030-3115 Tel 626.403.7850 Fax 626.403.7860 ©Q�C1F'Essjpy,, No. S 3073CY A * p. 3-31-2007 Q STRUCT�3R����Q F. E>�t.9 31.0 CF u � KANDA AND TSO ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 511 MISSION STREET SOUTH PAWENA, CA. 91030-3035 TEL: (626) 441-1211 FAX: (626) 441-1011 Ow1w SUKUT A 4014 W CHANDLER AVE DUCT SANTA ANA, CA (E) TAPERED STEEL Project Tme GIRDER W/ 4x6 NAILER TENANT IMPROVEMENT SECTION 10 4014 W CHANDLER AVE SANTA ANA, CA Drawing Tile ELEVATIONS, SECTIONS, AND DETAILS Reviel" Rev Description Date NOT USED MIR A