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00070010 (3) q2Z i y FIE DEPARTMENT FIRE; SAMA CLARA COUNTY CONTROL No. I i; V. \ BLDG PERMIT No 00070010 00- 1913 PUN REVIEW No. - _. PLAN REVIEW COMMENTS CODE/SEC. SHEET NO RrOUIREMENT (Review of revised plans for an office tenant improvement. i I Existing fire sprinkler system shall be modified as necessary. A licensed C-16 fire protection contractor shall submit to the fire department,3 sets of shop drawings,a completed permit application and applicable fees for review and approval, prior to performing work. I 2 One hour corridor fire rating shall be maintained. Contractor shall field verify existing corridor rating is maintained in area of work and repair as necessary. 3 Corridor fire doors shall be 20 minute rated, self-closing,smoke gasketted with fire rated hardware. CONDITIONAL APPROVAL: OKAY to issue building permit subject to compliance with above comments prior to fire final. t�ilnCCt Architects GATE r PAGE -..... CLICIty PUNS SPECS NEW RMDL AS OCCUPANCY iI CONST.TYPE PERMTTEE 8/7/2000 1 1 OF--1--- SECJFLOOR AREA f LOAD (DESCRIPTION Commercial ConslrLlctlon BY _ Van Osdol,Wesley NAME OF PROJECT OBLIX INC 18922 Forge Dr a c I I „�:a l !,,,I,.� I Il..n:,r I .,.:». I ,,,,c , :,.d'L ,:,•.ir• _ c, nl,l•J.t-:,1,,n,,,,1,,,,lln 1 .,1.,,.fi ..1 ,.r�, ,.. ,,..: �II:. ,. I .. , • • FIRE DEPARTMENT y�.A SA CONTROL NUMBER FIRE NTA CLARA COUNTY -- -- - 14700 Winchester Blvd.,Los Gatos,CA 95030-1818 pc RbllT NUMBER ` (408)378-4010(phone)•(408)378-9342(fax) - -— PLAN CHECK No __.. /599 cobiS PLAN REVIEW COMMENTS CC E SEC SHEET NO. l\C� ©Fp/CCS /A) 0/'1"&-AJ OrF/GC- el-4= The following CHECKED items apply to this project: I Existing fire sprinkler system shall be modified as necessary. A licensed C-16 fire protection contractor shall submit to the fire department,three sets of shop drawings,a completed permit application and applicable fees for review and approval,prior to performing work. UFC 1001 Existing fire alarm system shall be modified as necessary to accommodate new construction.A licensed fire alarm contractor shall submit to the fire department,3 sets of shop drawings,a completed permit application,and applicable fees,prior to performing their work. UFC 1001 Tenant shall have access to a minimum of—2AlOBC minimum rated fire extinguisher(s), located within 75 feet travel distance. UFC 1002 Tenant shall have access to one Class"K"type fire extinguisher,within 30 feet of commercial cooking equipment. Post sign near"K"extinguisher noting commercial fire protection system should be activated prior to using the portable fire extinguisher. UFC 1002 Exit doors shall be openable from the inside without the use of any special knowledge or effort. Thumb-tum dead bolts that require more than 1/4 tum to operate are not acceptable.UFC 1207 Exit Illumination:Provide illuminated exit signs. UFC 1212 3 Contractor shall field verify the integrity of existing rated construction/assemblies and restore or repair as necessary as part of this work. Penetrations in rated walls/ceilings shall be protected by listed fire rated assemblies(dampers,doors,caulking,fire stopping material etc.).UFC 1111 At time of final inspection,the tenant shall provide to the fire department a labeled emergency access key for placement in the building fire department key box. UFC 902.4 This plan check does not permit the use,storage or dispensing of hazardous materials,operations or waste. The tenant shall provide a completed HMIS to the fire department's hazardous materials specialist for review and comment. APPROVED FOR BUILDING PERMIT ISSUANCE subject to compliance with the above checked comments prior to final inspection. JURIS PLANS SPECS NEW REMODEL AS CONST.DES CRIP 8 �/ 111 .r� DATE PAGE euP ❑ u /X'1IV 7-S OO OF SEC SEC FLOOR OCC OCC.LOAD AREA ARCHiENGiCONTRACTORiDWNER 164 9 MIAI✓ T -4/ZQ1 NAME OF FACILITY LOCATION D B L Jk 1A) C- AW.?2 Fo/ztsi, -'b A California Pre Protection District seruing Santa Clara County and the communities of Campbell,Cupertino,Los Altos,Los Altos Hills,Los Gatos,Monte Sereno,Morgon Hill,and Saratoga CARTINO SANITARY DISTROT BOARD OF DIRECTORS DISTRICT MANAGER-ENGINEER 20066 STEVENS CREEK BOULEVARD,SLOG.C DR.JOSEPH F.BROWN, - CUPERTINO,CA 96014.2360 GARY O.STOKES.- MARK THOMAS&CO.INC. PHONE (406)263.7071 • FAX (406)263.6173 WENDELL H.KERR,JR. DISTRICT COUNSEL-"'"'' CURTIS B.ATTOHARRON / JOHN M OATTO 'ATKINSON•FARASYN,LLP I i11rs :3 n 7onn i � I i� —June ZTZODQ— File: CuSD-MOP Building Department-Cupertino Community Development Department-Building City of Cupertino 10300 Torre Ave Cupertino,CA 950143255 Subject: Tenant Improvements Name: Rational Software Address: 18922 Forge Drive 12) APN: 316-09-030 46 NprvQ ControVPlan Ck.No: 9952 Permit No: 00050175' The Cupertino Sanitary District has reviewed the plans for the subject project: Sanitary sewer is available and the existing building is connected to the sanitary sewer,see conditions/requirements listed below. The following Conditions/Requirements are made: Cupertino Sanitary District Fees are required for the subject addition improvements,please do not issue any building/grading permits. Locate and raise to grade a property line cleanout(verify serviceability if existing) Break areas—authorized minor electrical appliances only. No commercial grade disposal or dishwasher installations. No added lab/office equipment which results in additional wastewater discharge. ___C9mmuri*Development Department—Building City of Cupertino Page 2 June 27,2000 Storm water from surface or roof drains,other general surface runoff water or condensate from any residential HVAC equipment shall not be discharged to the sanitary sewer. Yours very truly, MARK THOMAS&CO.INC. Districtt Manager-Engineer by Carl H.Beckham CHB:Iw cc: Facilities Manager,Rational Software Greg Bunton&Associates City of Cupertino,Public Works Dept. WNW MINI RTAW 7 �' T Q I Q 1 � � � '11" � 'II' T ,► (\ \ 3 513"METAL STUD BRACE ' ' Rl191 \ TO UNERSIDE OF DECK \ 0 45'MOLE TO TOP OF TCIEQI10110 406.44 LAM \ PLATE ALTERNATE 0 8'-0' \ MAX.O.C.ON EACH SIDE. T9100 408,944.N116 \ SUSPENDED CEILING , NOTE: t= SEALANT EA.SIDE,TYP DO NOT BRACE TO 2x B',2pGA.TOP TRACK ; MEMBERS WIO ARCHITECTS X APPROVAL. 8",25 GA.MTL.STUDS 13'O.C. .. . 5I8'GYP.B0.TYPE'X' '' y ''•yid f _ _ • • • • • • • • • " 0 EACH FACE PAINT EA.SIDE ®1 SEE FINISH SCHED, HILTI-KWIK LOW VELOCITY FASTENER ON PIN 012'O.C., �lF •,..., SHANK DIA.(0.145')Wl MIN. or .••• �D um) EMBED,OF 11181 NO WORK 8',20 OA.BOTTOM TRACK ' NEW 4"RUBBER BASE Copy FINIS ICE 1 FINISHED FLOOR a . °e4 a O-- _-- _ • d°o p aSJALANTa TYP. n 7 WALL TYPE DETAIL 7Z 11n'=r o• 12' CONE OFFICE OFFICE OFFICE OFFICE CONE STORAGE m O4V OFFIC 5 ;It 'L_ BOTTOM OF(E)ROOF DECK HO 1-4-21 SERVER 3 513'SLIP TRACK ' 122 1T-10' lo' FUTURE LEAS AREA OF DECK,TYPICAL. 11 12'-0' TO UNDERSIDE 1s' v" 10' 0 1o'-s° �`''--- & OPEN OFFICE ; ® OFFICE " I I I h (N)SHAFT WALL: MEET THICKNESS t07 _ OPEN OFFICE FFICE 6 [� ERVER OFFICE OFFICE TORAG 5 1 9 O -' LN'S rn ® OPS 144 CONF. 14 147 Q CONE. aD 148 ' OF(E)WALL•VERIFY. /11 (N)R•13 INSULATION Z O 0 MEN'S g " � Op 145 a Q 11 "� OFFICE 11 SHIP. f x , 4 Tw. Q 5 O 140 01410E O ® 0 C ^ RECEIVE RECEIVE ' 1 i O 4 O- s Tw. 5 14 O ai O 4 O" ® O O 3 4 SUSPENDED CEILING (q w L SYSTEM CORRIDOR p 1 { 15p OPENOFFICE \ Oq 2 Z Q OPEN OFFICE OFFICE OFFICE [� 105 LOBBY i TRAINING 129E 131 OPEN OFFICE 51 0 ^— — — — — (E)GYP.BD.CEILING ( BLOW IN(N)INSULATION 1 1 101 BOARD ROOM 127 O C — _ _— __ _ INTO(E)WALL;PATCH WALL. �w ' I T ' 7 I (E)513'TYPE'X'GYP.BD. '+ OFFICE OFFICE I OM $- ;FMIEN ( RE)SILIENTFURRINGR C (E)BASE,SEE ROOM •� ® 1 ! ( � I CHANNELS. ,� 10 � � 5 I " 1, � '�-' FIN.SCHEDULE � .. `� � r 4 OFFICE CONF/MEETINO DIRECT TO_ ENGINEERING LAB STO OFFICE 3'-0" 4RG1G-_—— OUTSIDE CAULK GYP.BD. 0(N) (E)BOTTOM TRACK "'� a• � tr � 0 � O AND (E)WALL AT BASE. FIN,FLR. SEE ROOM � U i ® O ry FIN.SCHEDULE. U OFFICE 14DOORrau ; LL 153 512'-0" 0 TMAX..,TYP.2 \ 11 STO 23' OPEN OFFICE 12 ST " (E►CONC.SLAB n Z Q LSA I BREAK ROOM BOILER 04 ; �j 28 138 OFFICE O W m ® � 9 A x O POITAWL' I CONF CONE PONYWALL ,o LLl VE ELECTRICAL OO REC. CONF� CONE F CONE CONE 11n 1 Q OFFICE > LL 12 135 1 5 182 1® 157 158 159 180 O EXISTING RATED EXIT CORRIDOR DIRECT TO O N °' '5HEET NOTE5 a o� NEW FLOOR PLAN ® � SCALE:1118'-1'-0" (D REVERSE DOOR SWING. Z 0 PATCH AND REPAIR WALL DAMAGED BY DEMOLITION. TYPICAL WHERE OCCURS. Z' GENERAL NOTESGENERAL EXIT NOTES OFINISH ALIGN NEW WALL WITH EXISTING TO MATCH, TYPICAL. O (N)STUD WALL: INSULATE ALL NEW WALLS WITH R-11 FIBERGLASS BATTS,TYPICAL. GENERAL NOTES, SPECIFIC NOTES, 8 SPECIFICATIONS APPEARING ON OTHER (N) DOOR WITH SIDELIGHT. SEE SCHEDULE,TYPICAL. SHEETS ARE APPLICABLE TO ALL CONDITIONS. 6 REMOVE HM WINDOW FRAME AND PATCH WALL. 1• EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT SPECIAL 0 1. EXISTING AND NEW CONSTRUCTION IS INDICATED ON LEGEND. 9, PROVIDE ALL RETURN AIR OPENINGS IN PARTITIONS ABOVE THE HUNG KNOWLEDGE, EFFORT, OR THE USE OF A SPECIAL KEY OR LATCH, PROVIDE A 7 REMOVE WALL FOR NEW DOOR, CEILING SHOWN ON HVAC ENGINEERING DRAWINGS. DURABLE, CONSPICUOUS SIGN W/ 1" MIN. LETTER ON A CONRASTING 2. DIMENSIONS ARE TAKEN FROM FACE OF PARTITION TO FACE OF BACKGROUND STATING "THIS DOOR TO REMAIN UNLOCKED ANYTIME THE n8 REMOVE CARPET AND INSTALL VCT, PARTITION IN NEW CONSTRUCTION, U.O.N. EXISTING WALLS AND EXTERIOR 10. THE G.C. SHALL SET A SINGLE DATUM LINE FROM THE HIGH POINT OF THE BUILDING IS OCCUPIED," / — I INTERIOR COLUMNS ARE FROM FACE OF G.W.B. EXISTING SLAB, G.C. SHALL VERIFY HEIGHTS OF ALL DOOR OPENINGS )2' EXIT DOORELOCATED DOOR W/NEW FRAME. BASED ON THIS UNIFORM DATUM LINE AND FABRICATE ALL NEW DOORS RSPHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING A �/ 3. DO NOT SCALE DRAWINGS, NOTIFY ARCHITECT FOR APPROVAL OF WITH A MAXIMUM OF A 3/4"UNDERCUT,TAKING INTO ACCOUNT THE HAZARDOUS AREA OR OCCUPANT LOADS IN EXCESS OF 50 OR MORE. ® REMOVE HM WINDOW FRAME AND PATCH WALL, PARTITION LAYOUT AFTER COMPLETION OF"TACKING DOWN" OF RUNNER IRREGULARITIES OF THE FLOOR SLAB, TRACKS. NO FRAMING IS TO BE "PLUMBED UP" PRIOR TO APPROVAL OF 3• PANIC HARDWARE SHALL COMPLY WITH UBC STD. #33-4. UNLATCHING FORCE, Tn5= REVISE PARTITIONLAY0UT LAYOUT. 8 REMOVE CARPET AND INSTALL VCT. 3 ' SWING SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE MOTIO OR N, O 11. CONTRACTOR FOR NEW INTERIOR WORK AS INDICATED ON THESE 2 en2roo DEL�PA►�Fow000R_ DRAWINGS SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK WITH DIRECTION OF TRAVEL. O RELOCATED DOOR W/NEW FRAME, 1 518= ADDENDUM 01 4. G.C. SHALL FURNISH AND INSTALL BACKING AND BLOCKING IN WALLS FOR METAL STANDARDS AT ALL ADJUSTABLENEW INTERIOR AND EXTERIOR WORK BEING PERFORMED BY BUILDING 4. SHELF LOCATIONS AND FOR ALL OWNER. EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH 10 REMOVE DOOR FRAME, RELOCATE DOOR TO ADJACENT WALL AND D 41280 PLAN CHECK, WALL MOUNTED MILLWORK CABINETRY, COUNTERS, SHELVING AND OTHER LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE FOOTCANDLE AT FLOOR D INFILL WALL W/ METAL STUDS AND GYPSUM BD. TEXTURED Rev. Date Description ITEMS AS REQUIRED. 12. ALL PENETRATIONS OF DEMISING PARTITION BY PIPING OR CONDUITS TO BE LEVEL. EXIT ILLUMINATION FIXTURES SHALL BE ON A SEPARATE NIGHT LIGHT AND PAINTED TO MATCH ADJACENT WORK. FIRESTOPPED AS REQUIRED TO MAINTAIN 1-HR RATING OF PARTITION CIRCUIT WITH BATTERY BACK-UP, 11 6"WALL TO BURY COLUMN. 5. G.C. WILL COMPLY WITH ALL BUILDING MANAGEMENT REGULATIONS AND ASSEMBLY, WILL COORDINATE USE OF ENTRANCES AND PARKING AREAS PRIOR TO 5• EXIT SIGNS SHALL BE ILLUMINATED WITH NOT LESS THAN 5 FOOT CANDLES AND COMMENCEMENT OF AND THROUGHOUT DURATION OF WORK. SHALL HAVE TWO POWER SOURCES. ONE FROM THE PREMISES WIRING SYSTEM RELOCATE DOOR AND FRAME TO ROOM 142 13. WHERE NEW PARTITIONS ABUT PERIMETER MULLIONS, CONTRACTOR SHALL 12 NEI'^' FLOOR ' PROVIDE ALUMINUM BREAK METAL END CAP OVER PARTITION AND SEALANT AND ONE FROM BATTERIES. 6. G.C. TO COORDINATE METAL STUD LOCATIONS WITH REQUIRED OUTLET. BETWEEN END CAP AND MULLION. FLAN ELECTRICAL AND DATA DRAWING, 6. FINAL PLACEMENT OF EXIT SIGNS SUBJECT TO APPROVAUMODIFICATION BY C*� FIRE DEPARTMENT FIELD INSPECTOR. LEGEND 7. GENERAL CONTRACTOR SHALL DO ALL CUTTING, FITTING AND PATCHING WORK THAT MAY BE REQUIRED TO MAKE ALL PARTS COME TOGETHER 7• ACCESSIBLE AREAS SHALL BE MAINTAINED WITH A MINIMUM CLEAR AISLE WIDTH , PROPERLY, AND FIT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER OF 44"AT ALL PATHS OF TRAVEL. CONTRACTORS SHOWN ON OR REASONABLY IMPLIED BY THE DRAWINGS OFFICE ROOM NAME AND NOTES. 8. LEVER HANDLE HARDWARE IS TO BE INSTALLED AT NEW OR MODIFIED DOORS EXI ROOM NUMBER- NOT OCCUPANT LOAD WITH IN THE PATH OF TRAVEL. 8. ALL EXISTING SURFACES DAMAGED DURING THE COURSE OF m CONSTRUCTION WORK SHALL BE REPAIRED TO MATCH CONDITIONS 9• DOORS SHALL BE A MINIMUM FO 3'-0" X 61•8"WITH A CLEAR WIDTH OF 32". e PRESENT PRIOR TO COMMENCEMENT OF WORK, SEE DOOR SCHEDULE FOR ACTUAL SIZES, EXISTING CONSTRUCTION TO REMAIN scALE aNE�T No 10, DOORS, IN ANY POSITION, SHALL NOT REDUCE THE REQUIRED CORRIDOR OR A5 NOTED HALLWAY EXIT WIDTH BY LESS THAN HALF. J� �� jj'''�� NEW CONSTRUCTION A:2* j DATE, LL 03/02/00 -M 110,209KOO 1 i ( i I I 1I I 21 m I 31 I 1 41 1 I 1 51 I IT81 1 2 31 1 4 5 B 171 , 81 1911,01 11 12 13 14,716 J 4 MINERT Architects YMB4OLS CONSULTANTSSH t:TJNDEX BUILDING SECTION WALL T TENANT ARGHITEGTt>>14�t• h A4rt SECTION SECTION A IDENTIFICATION MINERT ARCHITECTS OBLIX AOrO "SHEET 2033 Concoure4..DrN4 AIA Sn I K4a5W PARKN6 PETALS Son 3oee, Csfitanio 95131 PIN A4.0 SHEET WHERE SECTION 10 ROOM 2083 CONCOURSE DRIVE 18922 FORGE DRIVE IS DRAWN NUMBER SAN JOSE CA 95131 CUPERTINO, CA 95014 A1.0 t m Telephone 4M.944.91 11 leax408.944.9116 f tela: 408/ 944-9111 tele: 408/ 861 6800 Ter A fax; 408/ 944-9116 fax: 408/ 861 6616 ASA L$GT®CauN6 PIAN DETAIL DETAIL CONTACT JOHN SPAUR CONTACT: PHYLLIS GUSTAVSON A44 LARLAN GED RESTROOM P 1 IDENTIFICATION COLUMN SGHEQILE 0 RETAILS 0 LINE GRIP �'A �, SHEET WHERE I AbD FN64 PLAN VV SCHEDULE t NOTE5 ` DETAIL � IS DRAWN 6MAL EON fRAGTOR MV.MMK.AL CONTRACTOR ELEGTRM CANTRACTOR 5� A 101A DOOR NUMBER /�-- SHEET SOUTH BAY CONSTRUCTION CAL—AIR, INC. NEW AGE ELECTRIC �+ NOTE r co 11 �A WALL TYPE ELEVATION 511 DIVISION STREET 1555 S. SEVENTH STREET 23 B L05 COLINAS LANE •. . KN POINT CAMPBELL CA 95008 SAN JOSE, CA 95112 SAN JOSE, CA 95119-1364 . tele: . 408/ 379-5500 tele: 408/ 283-2300 tele: 408-226-8100 EQUIPMENT I.D. fox:' 408/ 379-3256 fax: 408/ 293-9511 fax: 408-226-8033 - EQUIPMENT CONTACT: JIB. CAHOON CONTACT: RANDY DAVIS CONTACT: KURT ROCKGATEK" ' NUMBER r 120 ROOM N0. Mt MEGHANK,AI.SGHEDU.ES M2A PARTIAL.MXMAWAL I=LOOK PLAN ABBREVIATIONS PROJECT NAME M22 PARTW.MEGHANK,ALFLOOR PLAN M2.2 MECHANICAL.DETAILS I TITLE 24 A,E'.F. , ' ABOVE FINISH FLOOR MECH MECHANICAL ELECTRICAL AL/ALUM ALUMINUM MTL METAL L . . ANGLE MFR MANUFACTURER APPROX APPROXIMATE MIN MINIMUM E-1 POM PuI4 BD BOARD E-2 REFLECTED GElLN6 PUN BLDG BUILDING NIC NOT IN CONTRACT NU B.O, BY OTHERS NO./ # NOMBER TO SCALE ' • CENTER LINE 0/ OVER &G CEILING O.C. ON CENTER COL COL CLEAR COLUMN TENANT O,D. OUTSIDE DIAMETER IMPROVEMENT, CONC CONCRETE RAD RADIUS CONT CONTINUOUS REC RECESSED 0 CSK COUNTERSINK RECT RECTANGLE doom0 . CW COLD WATER REF REFERENCE I" REINF REINFORCED/IVIG DET DETAIL REQ REQUIRED PROJECT BUILDING DATA VICINITY MAP GENERAL NOTES a DIA DIAMETER Q DIM DIMENSION SCHED SCHEDULE ,, DWG DRAWING M JjI,DING AND CODE DATA: SHT SHEET 1, ALL WORK SHALL COMPLY WITH LATEST APPLICABLE CODES AND TRADE STANDARDS U SIM SIMILAR CONSTRUCTION TYPE: V—N ii W EA EACH i WHICH ,EO/ERN EACH PHASE OF WORK, INCLUDING BUT NOT LIMITED TO: ELEV ELEVATION SPECS SPECIFICATIONS BASIC ALLOWABLE AREA: 8,000 SQ. FEET SQ SQUARE FIRE SPRINKLERED: YES `^' .' "�• „ ' 1991 UNIFORM BUILDING CODE, (UBC) C ELEC ELECTRICAL r 1 1 WITH CALIFORNIA AMENDMENTS (1998 CBC) STD STANDARD AREA INCREASES: FIRE SPRINKLERS EQ EQUAL 0 1997 'UNIFORM MECHANICAL CODE, (UMC) .... Q� EXH EXHAUST STL STEEL PROJECT BASIC ALLOWABLE AREA: UNLIMITED ` PRDJECT 1996 NATIONAL ELECTRICAL CODE (NEC) (E) EXISTING ST.STL.or SS BLDG HEIGHT: 1 STORY, 21 FEET , STAINLESS STEEL f 1 1997, NATIONAL FIRE PROTECTION ASSOCIATION CODE, (NFPA) U EXT EXTERIOR SUSP SUSPENDED SEISMIC ZONE: 4 � ' SITE AMERICAN CONCRETE INSTITUTE (ACI). Q V EXP. EXPANSION V, F- 4, SITE 199 UNIFORM PLUMBING CODE (UPC) LL THK THICK BUILDING ph } a �• FIN FINISH T.O.S. TOP 04 SLAB tt 't ) 18922 FORGE DRIVE 2. ALL WORK SHALL COMPLY WITH LOCAL ORDINANCES AND STATE LAWS. • '� Fr.• � * F.O.F. FACE OF FINISH TYP TYPICAL USE: GROUP a OFFICE ti, t` � '� '� CUPERTINO CA Z O FT FEET y TOTAL BUILDING AREA:OBLIX LEASE AREA: 27,503 SQ. FT. !87,179 SQ. FT. t l `• I a 3. ALL CONSTRUCTION SHALL CONFORM TO CURRENT TITLE 24, CALIFORNIA W U.N.O. UNLESS NOTED OTHERWISE " ' u �� ADMINISTRATIVE CODE ACCESSIBILITY REQUIREMENTS. GA GAUGE GALV GALVANIZED V.LF. VERIFY IN FIELD AREA OF CONSTRUCTION: 4,640 SQ. FT. 4 �� ,il t�„ � 4. ALL PUBLIC IMPROVEMENTS 'SHALL BE MADE IN ACCORDANCE WITH THE LATEST W • .:L. GB GYPSUM BOARD VCT VINYL COMP. TILE ;7 ;,, ,: T,T jx ADOPTED CITY STANDARDS. > U. GL GLASS VOL VOLUME w� I ew : «k PARKING REQUIRED: — -a f , 5. ALL MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT SHALL BE ANCHORED ' Q GYP GYPSUM W/ WITH 87,179 SQ. FT. / 285 SQ. FT. = 306 SPACES ``.�.il: , '`.� r AND SEISMICALLY BRACED PER CODE. O N I.D. INSIDE DIAMETER WIN WINDOW rM,, 4 t 6. DIMENSIONS ON WORKING DRAWINGS GOVERN. DO NOT SCALE DRAWINGS. C,' INSUL INSULATION WD VVOOD0 00 PARKING PROVIDED: i�' C"-&4 r !� 7. ALL TYPICAL DETAILS SHALL APPLY UNLESS NOTED OTHERWISE. THE DETAILS t— A7lT NZ - ? • , �, �+ REFLECT THE DESIGN-INTENT FOR TYPICAL CONDITIONS. THE CONTRACTOR EXISTING STANDARD SPACES: 300 �,1 r srt� �mnrr t ; SHALL ',VERIFY ALL FIELD CONDITIONS AND SHALL INCLUDE, IN HIS SCOPE, EXISTING ACCESSIBLE SPACES; 5 Of % �� THE COST FOR COMPLETE' FINISHED INSTALLATION, INCLUDING ANOMALIES, Z ACCESSIBLE SPACE MODIFIED TO VAN ACCESSIBLE: ~] 5 • ' 1 1 II , 1'' OF ALL TRADES. Q : TOTAL. 306 ! r a "N.r r `R 8. ALL CONTRACTORS,SHALL THOROUGHLY REVIEW CONTRACT DOCUMENTS AND SITE Z �►µ +I i�l t; CONDITIONS PRIOR TO PROCEEDING WITH WORK. PRIOR TO BIDD1404 CONTRACTORS " L x 1TITq�n , Gtk _�� ,��• tri � SHALL NOTIFY THE OWNER AND ARCHITECT OF ANY. CONDITIONS WHICtt NOTE. �' t; U �;-' ..+,..,..: ' .',, tr '� COVERED•IN THE'CONTRACT DOCUMENTS. DURING CONSTRUCTION, CONTRACTORS l SHALL.NOTIFY THE OWNER AND ARCHITECT 'AND SEEK CLARIFICATION IF-ANY SITE PLAN FOR REFERENCE DISCREPANCIES ARE FOUND. CONTRACTORS SHALL BE RESP ONSIBLE'FOR REMEDIAL ONLY.. NO WORK PROPOSED. CONSTRUCTION AREA PLAN WbRK IF RELATED WORK IS CONTINUED AFTER A DISCREPANCY IS IDENTIFIED, ' p 9. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT MATERIALS, LABOR, SITE AND -BUILDING INSTALLATION, ETC., CONFORMS TO THE CODES AND REQUIREMENT'S OF LOCAL GOVERNING AGENCIES. _ ` ACCESSIBILITY COMPLETED. 3 10. NO WORK SHALL COMMENCE WITH UNAPPROVED MATERIALS. ANY WORK DONE WITH , UNAPPROVED'MATERIALS AND EQUIPMENT IS AT THE CONTRACTOR'S RISK. _ PERMIT No. f I =� .� S 11 CONSTRUCTION MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED _ r AND'PROTECTEb' SD AS TO PREVENT DAMAGE OR DETERIORIATION UNTIL' USED, -�- —� F— — —I FAILURE AN THIS REGARD MAY BE CAUSE FOR REJECTION OF MATERIAL AND/OR v i WORK: 0M DELM FRWOLD DDDR _ net _ _ _ 12. FINISHES AND CONSTRUCTION SHALL BE PROTECTED BY THE .CONTRACTOR FROM t 419!00 Anoenoutet POTENTIAL DAMAGE CAUSED BY CONSTRUCTION ACTIVITY, DAMAGE*TO FINISHES 0 4MM raw CHECK , r' No_ _ _ OR CONSTRUCTION CAUSED IN THIS MANNER SHALL BE REPAIRED"OR REPLACED Rev, Date Description ACCCRnANCE�VED• (OWNER S do 'ARCHITECT'S DECISION) BY CONTRACTOR 1MTy IDENTICAL MATERIAL -- — -- --- AND/OR ,FINISHES, CUPENPNn IrNTHE rIryCl 0 ' VA re coni AND ORD _I . y .._ ....� � CON AC OR o ANcCq •--� --- 13. BALL TR T S SHALL TRASH AND DEBRIS RESULTING FROM THEIR SrCNw , ~ WOR,K-ON A DAILY BASIS, PROJECT SITE SHALL BE MAINTAINED IN A CLEAN �, t �+ Ne ~� AND ORDERLY CONDITION. COVER rp6a '<P m 14. IN ADDITION T0. THOSE' SHOWN ON DRAWINGS, PROVIDE AND 'LOCATE ACCESS ' SHEET DOORS OR PANELS IN CEILING AND .WA LL'CONSTRUCTION AS REQUIRED BY MECHANICAL PLUMBING; AND ELECTRICAL WORK, „'471xoF� r 15. PROVIDE BACKING FOR LL .EQUIPMENT AND ACCESSORIES. e► C4 ' ° O Y 16. CONTRACTOR TO FIELD VERIFY r. AS-BUILT"eCONDi110NS: r • I� 1. , r cT ` COPY , p l U13 r� 1 , Nb• (A :. ND SCALE r r , • CONaTRU'C ON .L�MitS SHOWN HA CHER A► 'HATCHED".'. . ' J09 tm. 20E9 00 , 1 11 21 T T 31 r t�—I 5 I I�AI j 1 2 737T41-15- 4 r51 T 61 r71 81 91 10� X11) 1121 �i3 14, 15 . i , E ER AL NOTES S M Nc• i ct I ENT' h to s � Y4AlKWAYS AND SIDEWALKS FROM THE PUBLIC WAY TO THE WILDING ENTRY SHALL BE: I' MAINTAINED CONTINUOUSLY ACCESSIBLE 2. HAVE A MAXIMUM 112'CHANGE IN ELEVATION 2033 Comm Drive ` 9.; BE A MIN,OF 4S"WIDE San ,Ire, CaGlardo 95131 4. WHERE IT 18 NECESSARY TO CHANGE ELEVATION SLOPES Tebplxxro 4Q8.Q44.91 t t EXCEEDING 5%0:20)SHALL HAVE RAMPS COMPLYING WITH UBC SECTION 1007. Wax 409.944.9116, an 40 .� fOl ♦„ II 1111 . `�b T 2TYP. 2 EXISTING PARKING , ...S'... r ; • v EXISTING BUILDING 5 5 EXIS1ING RAMPO 1:15 MAX 2 EXISTING STEPS W/ Y MAX. RISE, 12' MAX. TREAD AND COMPLYING HANDRAILS, TYP. .,+r s 2• EXISTING ACCESSIBLE PARKING SIMILAR �•� o EXISTING PARKING n TYP. .o NOTE: w '� ' ' SITE PLAN FOR REFERENCE a) U ONLY. NO WORK PROPOSED, 8% 00 SITE PLAN SITE AND BUILDING ' — U- •c mIN - ^ N s ACCESSlBlLfTY COMPLETED .i.d PERMIT No. 'II 6t "77 Q U MIN, 17' X 22' SIGN VMI ACCESSIBLE FINISHED SURFACE IS SLIP XMM PAN(It M kcmofm W/ 1' HIGH LETTERS, RESISTANT FINISH ROM w,WAW MIN. AT EA ENTRANCE -•- HANDICAP PARKING SIGN _ d I TO OFFSTREET SEE DETAIL 4/-SIMILAR aw m K IIII]M A PARKING. m of EDGE OF CURB ww — — .. ALIGN WITH END OF PARKING STALL MIN. SIZE 70 SQ. INCHES STRIPING. SEE PARKING STALL LAYOUT PONLNG — REFLECTORIZED SIGN. --CENTER LINE OF W/ INTERNATIONAL SYMBOL B 3' DIA GALV. STEEL ST WIDE PAVEMENT PARKING STALL, TYP. OF ACCESSIBILITY — POLE EMBED 12' MIN, STRIPING. SEE SPEC 1'-6' V-6" _ 00 INTO CONC. ,-.\ (E) 3'-0' SPACING. BLUE BACKGROUND VAN ACCESSIBLE SIGN — io ® j\® � PLM CHEM STANDARD HANDICAP STABIL ONLY. (AS NOTED — ISSUED FCR PAVEMENT SYMBOL 2'1/1 " 2" WIDE WHITE LINE ( ) Rev. Date Description SEE DETAIL 3/- ° L.ft -.---- 3' DIA GALV. STEEL „ L 4 0 POLE EMBED 12" MIN. 6"X6" MINIMUM SIGN SIZE -0 - 9 -D � INTO CONC. INTOF�ACGE S 81LITY. WHITE SITE PLAN RNATIONAL SYMBOL FIGURE ON III N III I III BACKGROUND, BLUE PARKING/ 00 I I CONCRETE FOOTING / I WALKWAYS AND SIDEWALKS FROM ACCESSIBLE PARKING TO THE 1 - 00 I I ACCESSIBILITY L BUILDING ENTRY SHALL BE MAINTAINED CONTINUOUSLY ACCESSIBLE, ^ I CONCRETE FOOTING HAVE A MAXIMUM 1/2" CHANGE IN ELEVATION, BE A MIN. OF 48" 1 -2 1 -2 P�L WIDE AND WHERE IT IS NECESSARY TO CHANGE ELEVATION SLOPES DETAILS EXCEEDING 5% (1.20) SHALL HAVE RAMPS COMPLYING WITH UBC 3-0 SECTION 1007. OPTION: USE COMMERCIALLY PLACE NEAR ACCESSIBLE BUILDING ENTRYAVAILABLE STENCIL APPROXIMATING THESE CRITERIA ° ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING STALLS ACCESSIBLEPAVEMENT SYMB L CC SSI L P I2 0 A E B E ARK NG SIGN ENTRY SYMSCALE: SHEErNO: @)N. ,sCESSIB�LE . AS NOTED $$N A1 . 0 DATE:04/26/99 JOB , NO: ii TT�i 1 T�j 1 J � i i 1 j� T�� rl"T I T I r �I r i r � —i^r"1 r-I-�— —T IT��61 8 I 11 2� r 31 r41 T 5I 1 6� r 7� I. 61 91 10� 111I 112 131 14, 151 I I i A 8 C D E 0H J K L M N 0 P Q R S T MINERT Architects 2033 Concourse drive 0NEMSan Jose, California 95131 310 METAL ST110 BRACE e'ANM e 1 OE 0 TD� i Iephone 408 944 911 I IN. PLATE ALTERNATE @ F-V Telefax 408,944.9116 SUSPENDED CEILING MAX.O.C.ON EACH SIDE.— I I I I ` ( I • I .' ''� \`, i I I �QT SEALANT EA.SIDE,TV DO NOT MUM 10 2x e•,20GA,TOP TRACK MEMBERS WIO ARCHITECTS APPROVAL; e'.26 OA.M STUDS s & te•o.C' E9 , 0 GYP.BD. YPE'X •1, •• S ,,•�r�J . � — — — — • — — — -- — � ...._ �"'' — — — ._. — �'" _ `� _ .-._ .._ ..� — .___ .._ _.... _ �" _ ®EACH FACE V `� PAINT EA.SIDE SEE FINISH SCHED. *? C Ot 11 i I I I I I I I ' HILTI-KWp(LOW VELOCITY U' •R� FASTENER DN PIN Q 112'O.C., r • , SHANK DIA(0.14n W1 MIN. A r .._- _I _._.. _ _ ._ _ — _ — — I-- — — — •-.- ._ +-- — — I — — � — — -�- —. — I-- _.. _( _.. . ..� � --• — �— EMBED.OF 1115' 20 0A.BOTTGM,TRACK NO WORr I I I I I I NEW 4'RUBBER BASE V,O,T. FINISHED FLOOR - — —I _ _ , _ _ — _ — ♦ - _ I -- T .._I . . TYP. �/ f I I : .4 .' �A i .. s n � -- - -I - - - - - - - - - t - I LA 1z - t - �- - WALL TYPE DETAIL t 1rr•r� ' 12' I — _ 1� BOTTOM OF(E)ROOF DECK i I I I I I I 3WSUTR CK 10'-3• 10' 1 „'-1D" OF DECK TYPICAL. (N)SHAFT WALL.,MEET THICKNESS U) 5 .' i ( m. 4 I S CO, P.. n t CONF. ® I OF(E)WALL-VERIFY. — R-13 INSULATION Z 1 SIVE I ryo �n 4 T 0 ,n o 5 1-01 © I Q I® 5 6 1 5 I I I ® ^ 0 I I I I SUSPENOEOCEILINO - t ® I I 16 I I I I SYSTEM 12 5 7 g 42. 5 �(E)COLUMN I in 4 . ... .......... (E)GYP.BD.CELING BLOW IN(N)INSULATION 1 1 v (N)WALL I I I p , Lit (N)SIS'GYP.BO,OVER INTO(E)WALL PATCH WALL .. 5 (E)5W TYPE'X•GYP.BD. C ( 1 RESKJW FURRING .0 I o 6 1— —+ I ( CHANNELa. (E)BASE.SEE ROOM .0 -- -- �- ' - — (-- 1 — FIN.SCHEDULE 10 — 4011010 QD p I I �• I 7 CAULK GYP (N E BOTTOM TRACK a AND(E)WAIL AT BA§E. • / � FIN,FLR. SEE ROOM V Z I 11 (� _ I FIN.SC►ffDULE. U Q U L LL I I I 6 _ I :7rr - i I I i I I ® I I III— (E)CONC.SLAB ., W O 1 I I I I I 4 PONYWALL w wowo I © REC, CONF CONF CONE CONF 11n' 1-0' MCI EXISTING RATED EXIT CORRIDOR O N 1 t' 11' t 1' t 1' SHEET NOTES 0. m 00 NEW FLOOR PLAN SCAM.me'•1-0' 1 REVERSE DOOR SWING. (' o z OPATCH AND REPAIR WALL DAMAGED BY Q 2 .DEMOLITION.TYPICAL WHERE OCCURS. Z GENERAL NOTES GENERAL EXIT NOTES Q WISH EWwALLwITTYPICAL. LNG Lu FINISH TO MATCH, TYPICAL. O4 (N)'STUD WALL: INSULATE ALL NEW WALLS WITH R-11 FIBERGLASS BAT TS, TYPICAL. J (N)DOOR WITH SIDELIGHT. SEE SCHEDULE.TYPICAL. GENERAL NOTES,SPECIFIC NOTES, A SPECIFICATIONS APPEARING ON OTHER • 8 REMOVE HM WINDOW FRAME AND PATCH WALL. SHEETS ARE APPLICABLE TO ALL CONDITIONS. 1 EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT SPECIAL O KNOWLEDGE, EFFORT, OR THE USE OF A SPECIAL KEY OR LATCH,PROVIDE A 1. EXISTING AND NEW CONSTRUCTION IS INDICATED ON LEGEND. g• PROVIDE ALL RETURN AIR OPENINGS IN PARTITIONS ABOVE THE HUNG 7 REMOVE WALL FOR NEW DOOR. _ DURABLE, CONSPICUOUS SIGN W/1' MIN,LETTER ON A CONRASTING CEILING SHOWN ON HVAC ENGINEERING DRAWINGS. BACKGROUND STATING'THIS DOOR TO REMAIN UNLOCKED ANYTIME THE 8 2. 'DIMENSIONS ARE TAKEN FROM FACE OF PARTITION TO FACE OF O8 REMOVE CARPET AND INSTALL VCT. i PARTITION IN NEW CONSTRUCTION, U.O.N. EXISTING WALLS AND EXTERIOR 10.THE O,C.$HALL SETA SINGLE DATUM LINE FROM THE HIGH POINT OF THE BUILDING IS OCCUPIED.' . 1 INTERIOR COLUMNS ARE FROM FACE OF G.W.B. EXIS�p SLAB. G.C.SHALT.VERIFY HEIGHTS OF ALL DOOR OPENINGS 2. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING A O9 RELOCATED DOOR W/NEW FRAME. BASED ON THIS UNIFORM DATUM LINE AND FABRICATE ALL NEW DOORS 4 3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT FOR APPROVAL OF HAZARDOUS AREA OR OCCUPANT LOADS IN EXCESS OF 60.OR MORE ' PARTITION LAYOUT AFTER COMPLETION OF"TACKING DOWN" OF RUNNER WITH,A MAXIMUM OF A 3/4"UNDERCUT,TAKING INTO ACCOUNT THE 10 REMOVE HM WINDOW FRAME AND PATCH WALL. IRREGULARITIES OF THE FLOOR SLAB. 3. PANIC HARDWARE SHALL COMPLY WITH UBC STD.03.4, UNLATCHING FORCE,' TRACKS. NO FRAMING IS TO BE'PLUMBED UP'PRIOR TO APPROVAL OF S REMOVE CARPET AND INSTALL VCT. , 11,CONTRACTOR FOR NEW INTERIOR WORK AS INDICATED ON THESE LAYOUT. MOTION,OR SWING SHALL NOT EXCEED 16 POUNDS WHEN APPLIED IN THE �zloo DMMPMEFOLD DOOR DIRECTION OF TRAVEL. 4, 0.01 SHALL FURNISH AND INSTALL BACKING AND BLOCKING IN WALLS FOR DRAWINGS SHAW BE RESPONSIBLE FOR COORDINATING ALL WORK WITH O RELOCATED DOOR W/NEW FRAME. t elemo ADOEPIDl1A10 NEW INTERIOR AND EXTERIOR WORK BEING PERFORMED BY BUILDING METAL STANDARDS AT ALL ADJUSTABLE SHELF LOCATIONS AND FOR ALL 4; EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH 10 REMOVE DOOR FRAME, RELOCATE DOOR TO ADJACENT WALL AND 0 4neloo aAHCHECK OWNEIC LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE FOOTCANDLE AT FLOOR Rev. Date Description WALL MOUNTED MILLWORK CABINETRY, COUNTERS, SHELVING AND OTHER INFILL WALL W/METAL STUDS AND GYPSUM BD.TEXTURED P ITEMS AS REQUIRED. 12.ALL RENETRATIONS OF DEMISING PARTITION BY PIPING OR CONDUITS TO BE LEVEL. EXIT ILLUMINATION,FIXTURES SHALL BE ON A SEPARATE NIGHT LIGHT AND PAINTED TO MATCH ADJACENT WORK. CIRCUIT WITH BATTERY BACK-UP. 6. PIC,WILL COMPLY WITH ALL BUILDING MANAGEMENT REGULATIONS AND AS WOW ED AS REQUIRED TO MAINTAIN 1-HR RATING OF PARTITION 11 g" WALL TO BURY COLUMN. ,WILL COORDINATE,USE OPENTRANCES AND PARKING AREAS PRIOR TO SE 5 EXIT SIGNS SHALL BE ILLUMINATED WITH NOT LESS THAN 5 FOOT CANDLES AND ' COMMENCEMENT OF AND THROUGHOUT DURATION OF WORK, 13,WHERE.NEW PARTITIONS ABUT PERIMETER MULLIONS;CONTRACTOR SHALL SHALL HAVE TWO POWER 50URCE$. ONE FROM THE PREMISES WIRING SYSTEM, 12 RELOCATE DOOR AND FRAME TO ROOM 142 NEW FLOOR i PRbODE ALUMINUM DAM METAL END CAP OVER PARTITION AND SEALANT AND ONE FROM BATTERIES. PLAN 8, G,C,TO COORDINATE METAL STUD.LOCATIONS WITH REQUIRED OUTLET, BETWEEN END CAP AND MULLION. LAN SEE E.=TwAL AND DATA DRAWING. 6. FINAL PLACEMENT OF EXIT SiONS�SUBJECT TO APPROVAL/MODIFICATION BY P FIRE DEPARTMENT FIELD INSPECTOR. LEGEND 7.'..GENtRAL CONTRACTOR SHALL DO'ALL CUTTING, FITTING AND PATCHING WORK THAT MAY BE REQUIRED TO MAKE ALL PARTS COME TOGETHER •� A MINIMUM CLEAR AISLE WIDTH . 7 . OF 448AT ALL P PATHS OF BVEMAINTAiNED WITH • . PROPERLY,AND FIT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER , " CONTRACTORS SHOWN ON OR REASONABLY IMPLIED BY THE DRAWINGS ; ` OFFICE . , ROOM NAME 8• LEVER HANDLE HARDWARE 18 TO BE INSTALLED At. OR MODIFIED DOORS AND NOTES. C � ROOM NUMBER-,NOT OCCUPANT LOAD WITH IN THE PATH OR TRAVEL. 8. ,ALL'EXISTING SURFACES DAMAGED DURING THE COURSE OF " P u,: CONSTRUCTION WORK SHALL BE REPAIRED TO MATCH CONDITIONS 9. DOORS SHALL BEA MINIMUM FO 3'-0 X W-r WITH A CLEAN WIDTH OF 32 , D PRESENT PRIOR TO COMMENCEMENT OF WORK. SEE DOOR SCHEDULE FOR ACTUAL'SIZES. EXISTING CONSTRUCTION LUL 0 5 1Opgi O O I. 1 , TO REMAIN SCALE: SH& NO: ; 0• DOORS, IN ANY POSITION,SHALL NOT AEDUCE THE REQUIRED CORRIDOR OR a ___�__-- NOTED HALLWAY EXIT WIDTH BY LESS THAN HALF: v AS NEW CONSTRUCTION A2 a DAT 03/02/00 JOB NO: 208900 ' • A�......,r y5 I -r7� 11 ITS 21-r-j-�-r r � r,f r-i r l-- T-r-� r-�-rt-T��_r7T �-r81 8 I 11 2 j � 41 5 1 6 1.71._.r_01 9I 110� ._.i 11 112 I� 14T 51 ' A 8 C D E F0 H J K L M N 0 P Q R S T GNElA1. QTES MINERT Architects 1. EXISTING CEIUNG IS ONE HOUR RATED WITENTED LIGHT FIXTURES, 2, DRAFTSTOPS ARE EXISTING AND INSTALLED SUCH THAT DRAFT STOPPED — -- — •--,.., --- — AREAS Do NOT EXCEED 9,000 SQ, FT, MAXIMUM AND SPACING BETWEEN DRAFT STOPS DOES NOT EXCEED 100'MAXIMUM. 2033 Goncouree Drive 3, COORDINATE STARTING POINTS OF CEILING GRIDS WITH ALL TRADES, Son Jou, Wfornia 95131 INCLUDING GUT NOT LIMITED TO MECHANICAL, SPRINKLER AND ELECTRICAL Telephone 408.944,9111 CONTRACTORS. NOTE CHANGES IN FIELDS AND/OR MATERIALS. Teleiox 408,944.9116 — __ — — __ — — — — — — — 4. G•C. TO LOCATE HVAC DIFFUSERS, RETURNS AND SPRINKLER HEADS ON — I I REFLECTED CEILING PLAN FOR REVIEW AND APPROVAL BY ARCHITECT. 6 DIFFUSERALL CEILING AIR LOCATIONS ETO BE CAES WITH DESIGNIBUID CONTRACTOR, DESIGN/BUILD CONTRACTOR AND ARCHITECT PRIOR TO INSTALLATION. n _ y�o A� Q - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 8. MECHANICAL AND SPRINKLER ROUTING IN CEILING TO BE COORDINATED BY ,. "'S;• •.yi,� — — — �- -I - - - - - - - - - - - - - r- - -> - - - - r - 1 - - - r- - -- 1- - -1 - - -r - - T- - G.C.AROUND LIGHTING LAYOUT SHOWN IN THE DING. IF col 1 7• CEILINGS SHALL BE LEVELED WITH THE EXCLUSIVE USE OF A LASER DATUM : REN o I (F i I I I LINE AND SHALL BE SET FROM THE HIGH POINT OF THE EXISTING FLOOR SLAB. r .• 8. M,CHS AL EQUDI MENNATE LOCATION OF ALL ABOVE CEILING MOUNTED NO WORr ( i � — -I - - - — ' — — — — - — rtFIRE PROTECTION SYSTEM NOTES t — — — — — — 1. EXISTING FIRE SPRINKLERED BUILDING. INSTALL NEW OR RELOCATED SPRINKLER HEADS AT NEW OR MODIFIED AREAS AND AT STANDAR STEORAR ESWT DESIGNNDED SYSTUSE.EM ACCORDING TO NFPA ©— — — — — ■ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2, AREAS WHERE THE USE HAS CHANGED SHALL HAVE THE FIRE PROTECTION SYSTEM MODIFIED TO SUIT. 3. PROVIDE (1)2•A:10-8:C FIRE EXTINGUISHER PER 3000 SO. FT. OF _ I _ I _ _ I _ I _ I _ AREA, 75' MAX. TRAVEL DISTANCE TO EXINGUISHERS. QT .rte - - i — —) SHEET NOTES Noun 4 _ EXISTING 2X4.SUSPENDED CEILING. 2X2 WHERE SHOWN. TYPICAL 4 441Q 3 t� 1114 UNLESS OTHERWISE NOTED. Z 1 0411 1111vin Al © EXISTING GYPSUM BOARD CEILING it I FFF I ^ I I 03 (E)SKYLIGHTS 90 ® RE-LEVEL AND RELOCATE EXISTING FIRE SPRINKLER HEADS AS O Q • REQUIRED BY NEW WORK AND TO FINISH FLUSH WITH FACE OF NEW Z V ° • o t�5 CEILING TILES. L Q it © SAVE AND REUSE EXISTING ENERGY SAVING T8 FLUORESCENT C — Q2 FIXTURES THROUGHOUT. T I 10 0 ° e — --�- — 0 7 �_ a ® MECHANICAL CONTRACTOR TO PROVIDE DESIGN/BUILD DRAWINGS (� AND TITLE 24 DOCUMENTS FOR REVIEW AND APPROVAL. U Q V Og ELECTRICAL CONTRACTOR TO PROVIDE DESIGN/BUILD DRAWINGS C w 11 -- — -- rt Ti AND TITLE 24 CALCULATIONS FOR REVIEW AND APPROVAL. •'�' �. •` 11 71 111 11111 111 10 (E)CEILIING TILES TO BE REMOVED FOR PONYWALL CONSTRUCTION, W 1 11 1111 AND SUBSECUENTLY RE-INSTALLED OR REPLACED IF DAMAGED. X c naNr� �� G L �� ® ,� > LL 4 0 4 O N LEGEND CID e � EXISTING TO REMAIN CONSTRUCTION Q Z uj NEW CONSTRUCTION $ REFLECTED CEILING PLAN S gcAle, Ine•■r-o• _ _ — _ T-BAR CEILING GRID WHERE (E) REMOVED FOR --- - --- EXISTING NEW CONSTRUCTION (tI EXIT SIGN SHOWS PATH OF EXIT DETAILS - MAIN RUNNERS 04'-0" O.C. r w 5 NO HEADS IN CROSS HATCHED AREAS 8!27/00 OELETEPANEfOLDDOOR 1 618100 ADDEN"St 12 GA. LATERAL. SUPPORT WIRE 0 4128100 PwrcNEctc WITHIN 3" OF EACH CORNER OF FIXTURES WI; 201 OR MORE. CONNECT (2) Rev. Date Description ' % LIGHT FIXTURE. SPLAY WIRES /12 GA FIXTURE SUPPORT WIRE 0 DIAGONAL INSTALL COMPRESSION STRUT ,•' �` AS SHOWN AND FASTEN TO FACE CORNERS OF EACH FIXTURE, THREE PULL WRAPS NORTH E 12 -0 EA. DIRECTION OR OF ROOF PURUN OR BEAM W 16d MIN: FIXTURE SUPPORT WIRE SUPPLIES IN MN.N0.116A, EVERY 144 SQ-FT. OF CEILING / ,' ,� ,' / EAST AREA PER UBC SEC 2504 ;' ;' ;' TILE RING SHANK NAIL. MIN. OF 3 lk HUNG 9Y .T-BAR CONTRACTOR, ' MAXIMUM AND UBC STD 25-2. WIRE TURNS EA CONNECTION FIXTURE WEIGHT 55 LBS. #12 WIRE HANGER 0 4'-0' CROSS RUNNER 0 4'-0" O.C. / ACOUST. .CLG. CONTRACTOR REFLECTED O.C. 0 MAIN RUNNER 0 2" DONN. PROD, HEAVY DUTY ' ' MAX, FROM CROSS RUNNER. #RXC-5 OR APPROVED EQUAL ;'� •', T�BAR h A� WEST #RXM6-12 OR APPROVED EQUAL , CEILING PERIMETER MEMBER 0 MAIN RUNNER 0 4'-0" O.C. PLAN 2 STARTER WALLS DONN, PROD, HEAVY DUTY INTERMEDIATE RUNNERS. 0 2'-0" D.C., DIAGONAL BRACING - ----WALL ANGLE TIGHT 2 SPLAYED {� 12 WIRES TO WALL WI No. 8 xt 1/4' COMPRESSION STRUT NOTE: MAIN RUNNER IRWIRE SUP 113;:C!1EA. WAY. 0 12' D.C., EASMS 0 32 O.C. ALL SUSPENDED CEILING SHALL BE INSTALLED IN RECESSED FLUORSCENT ACCORDANCE WITH UBC SECTION 25 AND TABLE 25-A FIXTURE FREE" » » 1QE E (1) 1"0 EMT to 5'-0" MAX, m', �8 SCREWS 0 CROSS ALL 24"X48 CEILING LIGHT FIXTURES h 24"X24" HVAC AIR » NOTE: SPRINKLER HEADS 2X4 CLG. GRID OPPOSITE EA OTHER - 0 REGISTERS SHALL BE SUPPORTED BY A MIN. OF (2) HANGERS 0 (1) 1-5/8'X20 GA(SS) TO 7'-8" MAX. SHALL BE CENTERED IN FIRE SPRINKLER HEAD OPP• CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. (1) 1-5/8'X20 GA(WC) TO 10'-0" MAX. MAIN RUNNER S� 2'X1' GRID SYSTEMS MATCH BUILDING STANDARD SCALE: SHEET N0: lUl a ;> 11 AS NOTED ?s SUSPENDED CEILING SYSTEM 2 T-BAtRU�NNE�RAN�GLE�SO WALL 3 COMPRESSION STRUT 4 SPRINKLER HEAD LAYOUT 5 SUSPENSION BRACING AY A3.O ON DATE: SCALE: NONE SCALE: E SCALE: NONE SCALE; NONE SCALE: NONE 03/02/00 JOB NO: 1089.00 Y� loll , 1 ,-T�J-T-T� , i , i , , I , -LIT7 ,_ , 1Ij �1 ,-7nlf j7_ijT 161 ' 71181T ;I 4'S)i31 I 2 -- 91 ',Di i„ ' T31 ' , � 311 'f `' v $I ,, ; ,. , , . I. . ; t MI Architects tlENERAt.ETES NERT ArL • ' I $I# . ,, . r , , ,, , . 11 I t 1 1. r. 6Q'MIN , ,, ? l I . : 60`MIN. • 1. "I 11I 11 x 1,Cf�N ,VZTOR'T1O'1�F�IIE�tLD VERIFY EXISTING CONDITIONS ,:7" - ,r P a1�1 NOTIFY if r NOTE:, . , ' iN TH . ., THO ARCHITECT OF ANY ,20J3 Cancollr' Drivq . REMOVE LATCH �RaM - : . ' . r ` , gFiGiES PR10 e DOOR IF PRESENT. n Joss Carornw 95131, RISCOP R TO PRQCEEDING WITH THE 5a 'i7 . I ♦ Telephalro 4p6,44Ii:9111 ,. r', ; NOTE: � •., r REMOVE LATCH FROM I, 17 Ren LATCH FROM : ' 2. MINIMIZE 1A, ERFERENCE WITH EXISTING FIXTURES TO REMAIN. Talafa� 408.944.9116 . DOOR IF PRESENT. 0 ' a I DOOR IF RESENT, I- • , / • (E) VESTIBULE t _ (E) VESTIBULE , , . _ -- z „ lr/ - g I. 1.'; �n G.C. TO REVERSE SWING }9 •" ± i I 3(•X48• , 1 NOTE; ��••� si•••n,/� OF (E) DOOR. � A . _ • I CLEARSPACE ~ ' REMOVE LATCH,FROM ST �1.4� L ._ _ _. _ __ _ _ __ _ DOOR IF PRESENT. I :' J * �CO 11 * / l . Y _� RFA •i , z - - - - = N i �-O -- - - -- -- ___\_ - - -I ) 11 r,. 1, 1 � I /: LJ I I I \ 0 I ! I I ♦."0 0 \ �] L CLEAR SPACE _ .5,p of f CLEAR SPACE I I . .' I I i \ L_ _ - - -- -- -J _r.. �, JAN. , (E) WOMEN o I (D k " F_144 6 a ! Z 7 _ • iv 4 :., a 0 5 7 4 48'MIN. \ o z 0 3 '\t C M \il 0 ` i m , -- --- - 0 r- `° �I 5 __ _ -__ 24-MIN. 12" SHEET NOTES F� 2'-O" 48"MIN. MAX. 52"' MIN. ENLARGED RESTROOM PLAN (E,H/CWATERCLOSET o scALE: 11Y■r-0• O O (E)WATER CLOSET Q 3 (E)URINAL , O j O Q ! ) 36'GRAB BAR w V w 0 . . 0 42"GRAB BAR (E)LAVATORY COUNTER J 0. d 3 . URINAL PAPER TOWEL/ O (E)WC WATER CLOSET U 0 V . PARTITION WASTE RECEPTACLE "i �C ---- URINAL LL; / \ 8 (E)WATER CLOSET , .� \\ a (E)URINAL w Z IN � _ - � - � w . ,------i 10 (E)FLOORING �... 2 'a T 9 I o 1 (E)DRINKING FOUNTAIN • . w` i v O .0 / U O .t (N } . N N N � ♦ �' ,� �„ _ r MM ` b•�V PK OF AI14 4! 2 W L 14* MIN. I . RIMTION 4• I.i . (E) MIRROR, SHELF & LIGHT F TURE TO REMAIN ftL Olt&M I0 THE � I . I I (E) HEIGHT AT ALL ROOMS, (FI LD VERIFY). CHANGE (E) I_ I 1 u MIRROR, SHELF & LIGHT FIXTU E TO (N) HEIGHT 0 H.C. Z J. L � ROOMS ONLY (TITLE 24) BRAILLE < 1Y1 61 - ._ ._ . yh I N in SIGN Z MAX. 6 36" MIN. `_ �NlSANITARY NAPKIN w I SC MIRROR TAMPON DISPENSER � - - 4r MIN. MAx. 42• SIDE GRAB BAR (SNT) EGEND GRAB BAR SC 36" GRAB BAR I (EVER � . I. I I HDWRE ® . TP - - - 1 I 4'-O' roP of ITOILETFSEAT M I I v ) IN. SINK C n % TP/NO I -�j I, I / - - -1 r1 . , z a I ci 6 t o I ro i ° w INSULATE g fi $ W Ir WC a m i i ± � � � 0, i ��: 0 1 N c'i N PIPE 0. _I__... t } } 17 � �' . il�- - ' a I I. I SPLA FLOOR � EXISTING CONSTRUCTION § 18• DRINKING FOUNTAIN L FlNISHEID TO REMAIN - ALCOVE INSTALLATION . � FLOOR - . , I . , ' TYPICAL FIXTURE A CLEARANCES . I . . . ' 1. ° 47&W PLAN CHECK , i Rev. Date Description . 11 6 I- . , F i I I � '� L •' : , . .. - I ,• . . . PROVIDE LOOP HANDLE'W/ INSIDE PUSH PLATE. , • �IDIBI I - t r ACCESSORY LEGEND DOOR HARDWARE FINISH 'TO MATCH BLDG._STANDARD• ACCESS • 6'.1 1 . . I . 1/2• ,' . ` I . _ 'i 9 , I 11 . , ENL , , ClR .11 1, 163 x 7 RESTROOM DO SELF•CLOS`INC. 1. 1 . 1. air t .11 11 , , ItIFYH IGHT W .BLDG STANDARD: `` TOILET TISSUE'•OISPENSER VER . E / TP . RESTROOrM 1 J MIN ' i « •,r . , r 1 n .. 2 ,. r • Y 2 , D SMIIiAR NA .1, "I OLSPO. < . . DN r. : COLOR O , THESE GEOMETRIC SYMBOLS ` N, I ,.METAL ESCUT ♦ I. H.C, UDOR SYMBOL, I. 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Tektox 40.044.9116 (E) FOR DOOR$Ye AND LANOER ' . , " 1, 2, 3, 4, 10 uBE(iH Te oA BC►rroM 139 OFFICE '` 3-0 X7-0 B WD TG AL 1IA5 0 2.51A5,0 31A5.0 - - . RUNNER A8 HEADER ONLY. 140 OFFICE 3'-WXT-0" 8 WD TG AL 1140 2-1 3140 - 1, 2, 3, 4, 10 SEALANT EA I�i 1 SIDE.7w. 141 OFFICE Y_WX7'A" B WD TG AL 1/40 2.05.0 TA5.0 - 112, 3, 4, 10 HEAD ANCHms. yfcD A�'y� 142 OFFICE 3'-0'XT-0" B WD TG AL 11A5.0 2�IA5.0 31A5.0 - - 112, 3, 4, 10 ;' s• ••.,• AWMINUM FRAME '• 143A SHIP•! ECEIVE• 3'0"X7'-W PAIR C WD AL. YE3 0, 1, 2, 3, 4, 5 *=8 C of 1' -- DOM-SEE R 11A5.0 31A5.0 20 MIN - :,� o , sCHELKnE r t 1438 SHIP./RECEIVE 3'-0"XT-0" A WD TG AL 11A5.0 VA5,0 TA5.0 - - 01 1, 2, 3, 4,•10 ' NOTE; PROVIDE 20 WK IFR MIE 144 CONFERENCE 3'-0"XT-0" .8 WD TG AL 11A5.0 . 2-1 31A5.0 - 1, 2, 3, 4, 10 20 MIHL FRAMEB ' A8 REQUIRED. . ALUMINUM DOOR HEAD 145 CONFERENCE 3'-0"XT-0" B WD TG AL ' 11A5.0 2-61A5A TA5.0 - - : 1, 2, 3, 4, 10 . 1, 2, 3, 4, 10 __.. 3'1 148 OFFICE 3'-0"XT-0" B WD, TG AL 11A5.0 2.51A5.0 31A5.0 - = GYP.BID, 141 OFFICE Y-O"XT-0" 8 WD TG AL' 11A5.0 24A5.0 31A5.0 - 112, 314, 10 . taco DOUBLE METAL Enos q 2JA6.0 31A5.0 - 1� 148 STORAGE 3-0 X7-0" D WD - AL 11A5. - - 1, 213 41 10, 12 ALUMINUM DOOR FRAME SEE149 OFFICE 3'-0"XT-0" B WD Tt"s AC 11A5.0 2-51A5.0 3JA5,0 - 11 2131 4, 10 SCHEDULE X150 OFFICE 3'-0"X7.0" B WD TG � 11A5.0 2.51A5,0 Val - 11 2, 3, 4, 10 I IF 151 OFFICE 3'-0"X7'-0" B WD TG AL . 11A5.0. 2-51A5.0 31A5A - - 1, 2, 3, 4t 10 ; 6 PANELFOLD SECTION aC� CEILING 152 OFFICE 3'-WXT-0" 8 WD TG AL` 11A5.0 2-51A5.0 31A5.0 - 1, 2, 3, 4, 10 153 OFFICE 3'-0"XT-0" 8 WD TG AL. i1A5.0 2-51A5A 31A5.0 - - 11 2, 3t 4, 10 SEALANT JAMBANCHORS 154 OFFICE 3'-0"XT-0" B WD TG Al : 11A5,0 2-51A5A YA5.0 - - - 1, 2, 3, 4, 10 EA.SIDE TMP• NOTE: PROVIDE 155 OFFICE r r • o e_ - 2, 3.4. 10 0 MATCH(E) -0"X7-0 B D AI. 11A5,0 r 5/A5. 3/A5.0 STEEL BUCK AT w STOP 20 MIN.FRAMES Q �. AS REQUIRED, Y Q FOAM TAPE 3 157 ONF REN 3' "X7-0" W TG 0 . •51 - 1, 2, 3, 4, 10 > SEALANT-BOT'H SIDES 0 Q ALUMINUM DOOR JAMS 158 CONFERENCE T-O"XT-0" B WD TG AL 11A5.0' 2-51A5A 31A5.0 - - - 1, 2, 3, 4, 10 Z O DOUBLE N GYP.BD,WI 3�ra TO MATCH EXISTING FRAMs W RESILIENT FURRING CHANNEL. /�/ " n�w ;O ®Rootsa 1B2 159 CONFERENCE 3-0X7.0" B � TiTAL 11A5A 2-51A5.D 31A5.0 _ - 1, 2, 3, 4, 10 C WALL-REFER TO PLAN 180 CONFERENCE T-0"XT-0" " B WD TG JAL 11A5.0 ' 2-51A5.0 31A5.0 1, 2, 3, 4, 10 DOOR.SEE SCHEDULE - DOUBLE 18 GA, JAMB BEYOND 1ti1 CONFERENCE 3'.0"X7.0• B TG :AL 1/A5,0 ' 2-51A5.0 YA5.0 - - - 1, 2, 3, 4, 10IV V V METAL STUDS NEOPRENE FILLER (N)OR(E)FLA.FINISH 1Q 182 OPS 3'-WX7'-0" WD AL 11A3.0 2-51A5A 3/A3.0 20 MINI - YES 11 Q AA,, BETWEEN GYP.BD. SEE FLA.FIN,SCHEDULE � C �' W AND(E)ALUM.FRAME , .�. ,> (N)ALUM. FALSE MULLION 1 TR 3 AI 0 8o9 z 10 w fr (E)GLAZING • X FLOOR FINISH TRANSITION W > u°_ THRESHOLD, TYPICAL QAC N WALL @ EXT. WINDOW 0- 2 co DOOR,SEE SCHEDULE �. �"�° DOOR NOTES DOOR FRAME ABBREVIATION Q (N)OR(E)FLA.FINISH 0. SELF CLOSING Z SEE FM FIN SCHEDULE 1. ALL DOORS TO BE PROVIDED WITH LEVER TYPE HARDWARE W WOOD- STAIN GRADE MAPLE W' REDUCER 2. ALL DOOR HARDWARE AND RESISTANT PRESSURE MUST H.M. HOLLOW METAL 1 STL STEEL 1 COMPLY WITH THE A.D.A. AND TITLE 24 STANDARDS W.G. WIRE GLASS '3. KEYING FOR LOCKSET AND LATCHSET TO MATCH FACILITY T,G• TEMPERED GLASS ` STANDARD AND COORDINATED WITH THE OWNER AL ALUMINUM-CLEAR ANODIZED FLOOR FINI8HTT1ANSrtION 4. HARDWARE SHALL MATCH BUILDING STANDARD. VERIFY WITH OWNER MITTED , 6. PROVIDE ASTRAGAL, COORDINATOR,CLOSER AND GUARD FOR 4 THRESHOLD, WI REDUCER POUBLE DOOR$. --- s'•V'-0' 8. FIELD VERIFY ALL EXISTING DOOR CONDITIONS BEFORE BID, DEMO OR CONSTRUCTION. — 7. DISPOSE OF OLD DOORS AS DIRECTED BY OWNER.. _ EXISTING O.NEW 8• PROVIDE MAGNETIC HOLD OPENS. ars-GYP.BD.,TYP. WHERE OCCURS, 9. PROVIDE PANIC HARDWARE COMPLY WITH ' EEE FLOOR PLAN UBC SEC. 1004.4 1B GA.S•VERTICAL 10. INCLUDE SIDELITF: SEE PLAN METAL STUDS 812?100 DELETE PANEFOID DOOR , • © 11, (E)DOOR RELOCATED WMEW FRAME 2 Xx 1rr 12. (E) DOOR RELOCATED WITH(E)FRAME. Q � � � �, t� sreioo �oDFalolpNrT D 0 4/28000 PIAN CHIM JUL 05 &;,;:I Rev. Date Desciri tion - �„•„C , TO MATCH DOOR By. LEAD JAMB : PANELFOLD NEV TEMPERED PLATE QQ DOOR TYPES DOORFRAME , v 3,•1,-0, WINDOW FRAME SCHEDULE R GLASS SUPPORTS EE SCH SEE SCHE X_w SEE 9 EDULE EE SCHE ' 1 VIEWLIf 1 , 1 AND DETAILS FRAME j' TO MATCH EXISTING all JAMB ANCHORS DDDR 2 2 �� •spy, i Ni i g t�fi t7j SCALE: SHEET N0: .,� DOOR WI SIDELITE --�-- -.-- NOTE: 3 3 3 AS NOTED PIN O USE TEMP. GLASS OR LAMINATED (� �C O � DATE: s''I ORS WITH 20 MINI DOO 3s. SAFETY G .. . �, _. , • CORRID 03/02/00 Joe Na 208900 . • .[x:at...,.4WA*rrsID;4•1R'M•� N>ht.Y'. ;+•q,.. te..r,... ....> . .., n..,.,,:•:.r., ....,. .,.. , .. ... . , rl�`;f�7T �- ', `jl , ,-1,� rte, �T�TI�-r, r, ,�l �-;f-ref- i T ' T-� 'fil r 71 ei r1 Fol �,J '�2T',31 41 MINERT Architects I 13 2033 Concourse Drive Son Jose, Coli(ornio 95131 Telephone 408.944.9111 Telefax 408.944,9116 * C 01 11'�9 ;REN ' 1 r'• NO WORK L I L. -f CFFP, CONE. a1 e o tpF1e r , 4 SNIP. 1 r' CFpIC FILE o -- R�EC�EIVVE � f " O LJ I1 + .�. VALJ ( ( ` r — I r - Y r I'+ . ` t ,\ 1v1V , .+. ... .,r r.• �. ♦. ~ r.• r.. rr � . 1— r�.., O 17— LA ; C4j r i Ir 1 _ T 1 tq Q. LI. m I _ ■•� a> Z Q ' L ! �.�_ - I �� _ X W _ Lu 10010 j L I REC. CONF CONF CONF CONS CONF > u. EW ® r� ® ® ® p O � N Cb F-- Z FINISH FLOOR PLAN CARPET IS EXSTINc Q SCALE:t/16'■1•-0" w �- . FINISH SCHEDULE LEGEND WALLS WALLS CEILING F CEILING EXISTING CONSTRUCTION ROOM NAME HEIGHT FLOOR CEILING TYPE REMARKS ROOM NAME HEIGHT FLOOR CEILING TYPE REMARKS TO REMAIN 0 ` 138 OFFICE 9'-0"(E) (E)CPT (N)RB P P P P T-BARIACT NEW BASE &PAINT®ALL NEW WORK 154 9'-0"(E) (E)CPT (N)RB P P P P TaAR/ACT NEW BASE &PAINT 0 ALL NEW WORK OFFICE NEWCONSTRUCTION x 139 OFFICE 91-0"(E) (E)CPT (N)RB P P P P T-BARIACT NEW BASE &PAINT @ ALL NEW WORK 155 OFFICE 04"(E) (E)CPT (N)R8 P P P P T-BAR/ACT NEW BASE& PAINT ALL NEW WORK 140 OFFICE 9'-0"(E) (E)CPT (N)RB P P P P T-BARIACT NEW BASE &PAINT ALL NEW WORK 158 CONFERENCE 9'-0" E (E)CPT (N)R8 P P P P T-BAR/ACT NEW BASE & PAI ALL NEW WORK OPEN OFFICE ROOM NAME (r�A NCE O ( ® 114 ROOM NUMBER NOT OCCUPANT LOAD 141 OFFICE 9'-0'(E) (E)CPT (N)R8 P P P P T-BARIACT NEW BASE &PAINT @ ALL NEW WORK 157 CONFERENCE 9'-0"(E) (E)CPT - (N)RB P_ P P. P T-BARIACT NEW BASE & PAINT(�ALL NEW WORK — 142 OFFICE 9'-0" E) (E)CPT (N)RB P P P P p ( T-BARIACT NEW BASE &PAINT 0 ALL NEW WORK 168 CONFERENCE W-r(E) (E)'CPT (N)R8 P P P P TaWACT . NEW BASE &PAINT®ALL NEW WORK -- – o �neroo CHECK . j 143 SHIP/RECEIVE W-W(E) (E)CPT (N)RB P P F' P T-BARIACT NEW BASE &PAINT ALL NEW WORK 159 CONFERENCE W-OO(E) (E)CPT (N)R8 P P P P T-BAR/ACT Rev, Date Description 4 ' NEW BASE &PAINT®ALL NEW WORK ;, 144 CONFERENCE O-W(E) (E)CPT (N)RB P P P P T-BAWACT NEW BASE &PAINT®ALL NEW WORK 180 CONFERENCE 9'-0"(E) (E)CPT (N)R8 P P P P T-BAR/ACT NEW BASE& PAINT ALL NEW WORK 145 . OFFICE 8'-0"(E) (E)CPT (N)R8 P P P P CONFERENCE ) T-BARIACT NEW BASE &PAINT�ALL NEW WORK 181 (E�PT (N)RB : ' P ,P P P. T•BAR/ACT NEW BASE & PAINT®ALL.NEW WORK . . r: , � F SH PLAN 148 : . OFFICE. 9'-0'(E) (E)CPT (N)RB P P P P WISH ABBREVIATION FINISH T-BARIACT NEW BASE &PAINT®ALL NEW WORKCPT'L 6A' le. _ , V111 FINISH ,147 OFFICE �'-0 (E) (EK;PT (N)R� P P P P T-BAtiIACT NEW BASE&PAINT 0 ALL NEW WORK CT CERAMIC-TILE ' 148, 9'-0 p P PAIS SCHEDULE ; STORAGE (E), : (E)CPT (N)R8 P P P VCT TI .. , . T-BAWACT NEW BASE &PAINT®ALL NEW WORK VINYL COMP491TION. LE & NOTES NC. NO 141f 9'-0 E N B P P, p 0 CE O (E)CP1' ( 1a P E T-BARIA¢T NEW, E 8 PAINT ALL NEW WORK O ANO TO REMAIN I V T VINA 1 p PT (k)AB P P ( ( T ACT NEW &ASE 8 PAINT LL NEW R ACT ACOU ICAL CEILI O.TILE -BART P A WOK 97 N r 1 y t 08 BOAItO '• bYp&UM dpSNOFICE 9'-0 (E , (E)CPT, NRB P P F' P O A T N &PA L BasE T fU O EVII BASE INT AL NEW WORK CB �Ykl -BA � - f , f. . , k, , . , _ . ►- ,, OE E OR9RO P F� P ,. _ r , . .. N NEVY. r O'f I NEW E PINT . . , . `. l ) 3F1�ET . , , . , - . : . , . . , • • T f71A r� A ALL NEW WORK _ _, r _. . , , Na , AS NOTED Y + ,7 .,i r l : : r ,. : ,.. : 1 ,• r 16 ffi E . 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VOLUME r I I e VAV`' Ef;STING , TITUS ESV-3000 3150 3150 ; 20"o 2-WAY NEW CONS VOLUME e 9 4.0 , EXISTING ' AV\ — , ,r, ' u 3/4" -} ; TITUS { ESV-3000 3150 3150 20 ® 40 2-WAY NEW CONST. VOLUME 7:_71 _ 70 EXISTING AVV\ i TITUS r ESV-3000 2100 1050 , '+ 3/4" , 71 4 0 2-WAY NEW 3.0 Tb i I I 11 ?1TU5 I !SV-3000 1440 1440 , t2°o 2-WAY NEW CONST. VOLUME 72 / 4+ ( $ .. «...........•»,.•.,. .....,. ,.. {. ..... _...+_., ,..,.r,.«».,...._.. ........ ...._ ........... ..._._ 1 , 1 2,0 3 ` of r i K U N . 1 � - ----_ - 4(M5HIT l �__ E EC, DATA , _� - - --- v— R OA T REMARKS I MIN OBER, � �. _ f , ,AHK ' ' �C I..... G _. - GAS ri�ATl".G _ "�U'�S! CFM ESP � A��" I� I _ 0 ( 3 - - - t INP,J O� raLT 1 I �iN) ' ! 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ALL THERMOSTATS ARE NEW, -- REPAIR EXISTING PNEUMATIC CONTROLS, 2, ALL NEW VAV BOXES Y - ARE 811 UNLESS NOTED, 1 `� 1 7 6122/00 ADDED 76592 8/18,,99 RECOP11 f RAWINI�- j 'i\ LEGEND , ��1t)/a�1 �..�:.�..�:�� „ 9, .ISSUE FOR. Cl`MT r. + - 4 WAY, SUPPLY AIR DI Ray. .Date .., DIFFUSER +w• - SPIRAL DUCT +� EXISTING SUPPLY AIR DIFFUSER ® - SUPPLY AIR ROOF PENETRATION a > INA nL 3 WAY, SUPPLY AIR DIFFUSER ® - RETURN AIR ROOF PENETRATION t - 2 WAY, SUPPLY AIR DIFFUSER ,, - LINED DUCTWORK PARTIAL RETURN AIR GRILLE U,C, - UNDER-CUT DOOR MECHANICAL �� - EXISTING RETURN NR GRILLE F.D, - FIRE DAMPER _-` FL,�iy��, �i 1N - POIV<UST GRILLE S.F.D. - SMOKE FiRE DAMPER t,j 4,H, n RECORD DRAWMK KEY PLAN r , 19 ROOM THERMOSTAT - POINT OF CONNECTION .hS ORAMN; T.A.S. DATE.. �:�� ®' - EXISTING ROOK THERMOSTAT �,--- - EXISTING JUL (1a i(}?4 BY-PASS 11MER N ,-'-� - : NEW - RELOCATE APPROVED FOR CONSTRUCTION' __.._ __. 3 SOU UN ®fv � I f - �. ARE TO ROUND FITTING , YE. tAtCk eta REMOVE DRAFTSMAN t. SIGNATURE , . Ai JR : A RA . �E a � . . SI N NA s •�-• �+r �`� VC3l.UMEFNtMPER " - FAN POWERED-HEPAFILT€R .- iNiA4tE •1'_,A.�a� OATEN � FLEXIBLE DUCT PROJECT MANAGER ENGINEER'. >.. . . �,. ..� , 11 in G - - - , k;•r.a. st.Fs+c��x1<M�'+#k=�'.r.r..7p�„`,...,.t n,Y*.rs+�„ ...;,u,�`.,. ✓»+..-. . :: , . .q_. M e � T-i-r r. T.. r.f , , , , , T.. T_i , , 11. 5 t.__r Tr T-1 Y -t- r.... 1 _ 1. 1 1 I , -- --i —r-1 1 1 2� 3! I 41 I rj I fil B I 11 21 3 41 Sf fii 71 0' 9' 10' 11 12� 131 14 15I •. vs < . '9 3Y -rW ]1 %b •iA'v1 �tins+ :_ ,.:,..,. _ .. , ,x.: r,>,.c,hp`.J 1k3��°V�•b+ +. 'I+gP xr ♦, . .:... . :: r .,.:. . .", a art $ M F'�V9.a.d'tF i 1 p ,e , a ., C(a, gl L r • i 1 i c s MINER A ' I� (CERIICATE OF �tullANC� sant t a k MECH 1 11 2033 C6f►�6u ._y PRQIECT NPT[ DATE — Irk 0BL9t INC. 6122/44 SOR 4064, 60 1;Ay'TRQ STREET /280 UOtRIf/JN VIEW. Lf PHO WAM STANIFORT 408 283-2336 , Aapt pQ " Y 408-283-2384 00000r4 sphere use K. , y ��.• t k OF CAT DON1x1i0NEp FtAOR AREA 0/20/00,. :60U0 $Q. Fr t1 gum TYPI XQ NOW�Nt4l1 L J 11" AM RESgENtlsl a HDIEL/uOtEl. GIJE$TR Nkz y) }} film Of CONSTRUCTION NEW CONITRUCTI0N � ADDITION 0 ALiMTM Q uNc-OSWxnONEO ((is wiidwdlof MZKWM p"> P � PERfORNANCE Of 04%W+E C>j AKMCC PRtY10uS T „ ENVELOPE POW � EIt4WE COMPLMCE ATNICHED _ .\T_ .yw inrlYlY• H TY, This petlROote 01'lionpearaa tisk tA►,Jieitlhng Iwturn and peftNmancs specifications nseGO to comply with taw 24, Palet a10 6 of the rnlGfomio Coda of R uiptl4rn This ceruf,caU applies ony to bung mechanical raqu'vanente. � r eq 4Mswr sense ts• M srt�wet aM,y _:tt � . �, the daumsntotan a hat cerlifiel that the documentation s accurate and complete. eeYi t y t*se ' tp 00 wtr4MgFa' 9S *1000 a"all The P McIO 1/eshoniaol D ugrw h"rsby gIriNiss Khat the proposed building design represented in this set of construction docs nents Is c0 v 1p,HMl with the other opRtpGancs forms Oreo aorkMaaU, with lM 1peaifiCatiOns, and with o Olin � '�� +� ` � i.'�� `. aaICWe6ons submitted with this permit eppYcatwn. The proposed building has Men designed to meat the rivechanioo requirements.Contained In sections iiQ through 110, 120 through 124, 140 through 142, 144 and 146. PNON oMck am 9 tis,.w 1 hereby affirm that lam eligible ulldir this pr7A;oro at OMsion 3 0l the Busirem and Prolusions Code to sin doeu(Wt as the"person «sponeibN for Its Preporolan; and that t an o CH Engkwer, Maohankr4 Engineer, or Architect. �._ I affirm that I am 90010 under Ma sumption to ONieion 3 of this Ousinass and Professions Coda by SecUon 5537 2 or the Oil 0 t and Profeosians Coda to sign this document a the person responsible for iU preparation, and Not I �,n i e .. icansed coribloctor preparing documards for work tit I have contratad to perform. ' ". ' r- + -s•..•r.�+F ',.,, 1 offkm that t orn eligible under, lM aremption to Division 3 of the Dushmew and Proleall Coda by Section TLW" � a,4� ,Ixs„,er n of ale Code to sign this document a the n ns sibN for as "WOW: era for lM x a Won pat Pot d ^ eRowrq reaon(sk , r.,. ..._._ .. .. -mow..---"... �... + fa , PIbKox MECHANMiW DESIGNER - WWE SIG DATE UC, / � rIr iUROLO STENFORT .. , ., 6-30-2003 15584 (i11) rllt(�q ”xT ' Y " i Ineicete location on plana of Nog ttwck for Mandatory Measures M-3 Fa'deWNsd knoWCOM an ate use Of,tl4e one as Instrify Elfklency Standards oarrlPSerloe terms. plea" (lira to this N01Utudeflfiol Ahwkrsi ptblehed by this Ogsarnb Erwgy Commlasbn. 1,g X RADIUS MMN-t: Reglan"an alas► for es supmlttole, Ports 2 6 3 mrq W,Incorporated in sfhadWn on Nors.' Uafa raaunrn rw MJNIM M . .;. .gq wbmttoN; opproprlota wrofon dpendhng on nancal Canplgnta, �'� •,s:�ia�� a,',� `• of mK , , .,, Nr FLEX DUCT, $EE `FLOOR ME N-3: Aequ4rd for ds submata8, but "aY be Incorpaeted Inuhadulee 00 plans, PLANS FOR $1018 Netiwa.,aaeeaq or ram eubmluob'ur>>as r•quind outeoorvenulawn rote, ane Orllore on , on acne wSection 4.3.4 Mv HANGER STRAP ' * . ., r ♦w x iiy f c s '3`!`�i* f 5P� 11Y:'�v RED -. SECURt;<TO STRUCTURE," PROVIDE SMOOTH RADIUS • USING EXISTING EQUIPMENT ¢ t�6ax1 REDUCER CONNECTION. SUPPORT FLEX SERVER ROOM LOAD IS ALL PROCESS. ITYP.i DUCT FOR SMOOTH AIR , S� - FLOW TO DIFFUSER, PNEU'dATIC 2-WAY s : a CIRCUIT /''1/4 MALE 125 LB. 6RONZE ' l v >S a a « x CONTROL VALVE FACTORY MTD.'SHEET SETTER / GAUGE COCK FOR AIR VENTING 4, W CADDY CLIPS METAL, ENDCOLLAR PER GRILLE I SECURE WiTH 3;SHEET RETURN \tki. , � META: SCREWS :& SEAL, HHVV COIL �. �• `� .; OR1C1C J 1; CHVV COIL Egjo"nt and Syeteme y SUPPLY - except chase con Iluide'Ot tem rotures between Fond Will r within lilr s..lrx { a '- be 60 05 o w i AC uipment, shad be r .. 9 pe `' insulated in accordance with Stendarda /123. r r i n» nY# yYT SOV _. , PER DRAT D«,FACS Air natdling'duct system$ shall be Constructed. installed. looked and insulated as provided in Chapter 10 of the LAY-IN T-BAR Untfarm AiechaNeal•Cods. • A; se,e.r„ CEILING DIFFUSER r _ r� Control n> �7 T. ;77r t t .ii,, • .. .n. , : • , my w... J . }y M•i Each space conditioning system shall bi installed with on automatic time switch with an occeslble manual overide that " + » allows operotion of the `0° , system during pr,!-hours for up to 4 hours, The time switch shall be capol>t" � of programming different schedules for weekdogs and weekends; irworporale an automatic holiday "shut-off` feature that turns off all bads for of host 24 hours, then resumes the normally scheduled operation. and has proorom i • ' '` bockup capabilities that prevent the lase of the deuce's program and time setting for of east 10 hours it the } power It interrupted. I W Each space conditioning system shall:be installed with on occupancy sensor to control the operating plil of the � Li r/� W:D L ~WAY VALVE Each" space cohdi0lining system sholt be Instoned with o 4-how times that con be manually operated to control the � � v (� " . V b nod 1 system. '� OIL PIPING CEILING DIFFUSER. CONNECTION . DETAIL operating p, a the NTS DP-019 NTS OD-018 Each epoee conditioning system shall be installed with controls that temporarily restart and tercparonly, operate this system as required maintain a setback heating thermostat s itpoini. Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the + e system as required to maintain o setback cooling thermostat setpoint ; Each space conditioning system serving multiple zones with a combined conditioned floor area more Thar 25,`)00 sq. r ' ft. shall be proveded with isolation tones. Each zone shall: not exceed 15,000 sq. it.; shall be provided eith solation device!, such as valves or dampers that allow the supply of hreoting or cooling to be settack or shut off independently of other isolation areas, and shalt be controlled by o time control device as described above. Each space conditioning zone shall be controlled by an individual thermestotic control that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55•F or lower, Fir cooling, ;^se 41 the control shall be oidjustible up to SSF or higher. Where used to control both heating and cooling, Ih- control \�I,M�� shall be capable of providing a dead bond of at least 5•F within which the supply of heating are cooiinq is shut off or reduced to a minimum. E wlRr ----� NG BY ELECTRICAL CONTRACTOR Thermostats `shall hove numeric setpoints to •F. Thermostats shall have adjustible selpoint stops accessible only to authorized persormel. -- M� WIRING BY MECHANICAL CONTRACTOR FURNISHED d INSTALLED BY' MECHANICAL CONTRACTOR V@nti ti0 Ia n FURNISHED lot INSTALLED B'[ ELE�tRICAL CONTRACTOR controls shoo be provided to allow-outside air dompare or devices to be operated lot the ventilation rotele os specifies in these plans. r• Grovity or automatic dampen interlocked and closed on fan shutdown shall be provided on the outside uer intake; QFURNISHED, INSTALLED AND CONNECTED BY and fiechargea of all specs conditioning and exhaust systema P PLUMBING CONTRACTOR AN gravely ventnottng system" lltoN pe provided with automatic,or readily accessible manually operated dumpers in all openings to the outside, except for combustion air openings. FURNISHED` BY ELECTRICAL CONTRACTOR, iNSTALLED Air balancing: AN space conditioningand ventilating systems shall be balanced to the quantities specified •n thee• pinns, BY-MECHANICAL CONTRACTOR in accordance with the NEEP or AAA National Standards (1986), Outside Air Certification: The system shah Provide the minimum outside air on shown on the mechanical drnw, ills, and ( , FURNISHED b INSTALLED BY CONTROL CONTRACTOR shall be measured and certifled by ih'�"InstatGng licensed C-20 Mechanical Contractor. ____ .=-6 22 00 D N8592 . , ALL MR& It QUIJ DISCONNECT SWITCi„ t t 5 24 9 ISSUE R' 1 , ARE�FURNISHED,,,INSTAL�LEt CTP�Q L S� : , 4 Rev::"; DOt4 Descn�tlsr CONTRACTOR: , x x MtCHA'10A :'' DETAILS-l"".":11 ... '. ..., � x t rill e. d AND'' . . �) ,.. „. f: TITEEi .,-. ... .., " t. N tit ♦DLII kart _ " : APPROVED .FOR CONSTRUCTION r;. " ) SIGNATURE e , - .� • RE DA E - _ DRAFTSMAN , SCAtt S ^ DESIGN MANAGER r t PROJECT MANAGERFNGINEeR '. 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Y , ,. , :- .i*A \. /( djF 'r �a lc.. _ i�.�,...,+tee'!.u.. .. ....a...._,.� .. ...,.s.....+.r.._,.r._.�., ..a.�_:. .. .. .4. , .._ .:.._ .v a ... �'+,. .l a a i ti.., ..,.a..1. rs . .. � , ., ..+-+a�ev}W,'.,P.... vac . ..,,.- r s 1':`Y. ... .. ..,�...,_« a....+.+r-. `....._tit L •Y..+W+� -.. w•. ..._..«r4.Yt1.+• ,:J.J.C.. ... . '• _... res v. .rrnM1sua . ..:: .,+,._.MtMN, ens h3f:A,i9.r.`.I.iv.S.,..{ ,_,.,n .,.- i - -Y4 Pe 'Y!S ..i <.uFi.,,� v. J r r j T_T TJ-T7 7 7 �J i .3; , 1 r � l rJ r_F > 1_i l T -r-T r��i_T M FT-1� T-, .L-1__.L l�_ I 'I J 81 17i i 91 i 91 110 �1 U �121 113 j14 Ili _ PAt1E1 9et1 VOLTS: 120 1 n _,— Li L2 LI —A MW kka YOIAfIED: Flurh �■ 0 , 23 LAS COLINAS LANE, SUITE 111 SAN JOSE,CALIFORNIA 98118 PHONE:(408)228.8100 —A wo WkBgxwm 10 .9 . FAX:(408)228.8033 11 No NbRumb 12 wokoffilm i0ec lam 14 wkmmbk— lam Is lam DAM lam owaftsiffilm 24 IND 21 27 29 ElEOr'f720 � 0 8m 2— MIN 0 son 36 1 NO WORK 37 boL spn 36 41 0:!ss! %g -142 1V. 12-31-0 aa� Lim- 8120 RN 50P or CR1f0 LOW 3" 1lRYl1 OOINl018D D91AIn DdAID DlJIAIO 1 WAMWTM 0 1 12 0 0 0 1 0 0 . Tow 2tw 11 JF F) rr. fr cc PAft' HRC VOLT& 120 1 208 ALPS: —29— PHASE: 3 Whr 4 OL OL YOIAiIED Rush fr+ 0 0 0 0 cc 10 Z 1Oikok 720 --Z.. DduRomkb \� "11118119" 'o� ION loso aft 0 Z U W 13 w 133 DAM in Dsk 34 C •� -A arm 36 37 38 LrCL ■ U TOTALLom 3M sm CNN= Dawn oewo Dewe LL j va[mvKL ■�� ,� vacm fma 1 0 Z 0 Rxemmm 3= REMAIN 57V% M8C 1 0 to 0 0 x LAJ WAM WAM 110 0 ■ AROONOO10M Is a 0 W TOW 700W 20(00 or \ u.. NEW FLOOR PLAN ® 0 c1) SCALE:u1e�r� o N ® co GENERAL EXIT NOTES z Q w t- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m ( R - - -- - - - - - - - (E) -MSB' 3000A,277/460V,3/,4W (0200/7) (1)500/3 (02004� (L1225/3) (0100/3 (1)70/3� (1)70/3, (070/3� (1)70/3) L — f — ar - DPL NLl HPL AC-t Ac-z AC-3 AC-4 — (1)225/3 I (1)20/3 MM/i) (E�400ja I)(E) 'NDPR 400A 12oLzo6V,34,4w I f5W-1120 ADDENDUM 1 E "DPR' 400A 120 208V 3f 4W bw-tm/Zaev (0225/3 —(1)225/3 ([)225/3)— I ' ([)2z,/3 — — (1)225/3 — (0225/3 — (17225/3 0 U2N00 PLAN CHECK L— J LC t— Rev, Date Description ,,/3 I> HPR RA RD RH NRA NRB NRC NRD POWER PLAN LEGEND SP D DUPLEX RECEPTACLE Jul- L J ._uJO DEDICATED,GFInGROUND FAULT INTERUPT By JUNCTION BOX N IN"TES NUMBER OF CIRCUITS ONE LINE DIAGRAM V PHONFJDATA, RING AND STRING SCALE: SHEEr NO: NOT TO SCALEAS NOTED E1 DATE: 03/02/00 JOB NO: 00-167 5 y ) { I I I 11 I 21 T I 3) ) 41 ( 51 I (TSI I 11 2I 3 4 6 S S 9 10 11 12 13 14. 18 v t }., LEGEND ® 2x4 FLUOE8CENT FIXTURE 9 NEW CONSTRUCTION 23 LAS COLINAS LANE, SUITE 111 21 SAN JOSE,CALIFORNIA 95119 PHONE:(408)2288100 EXIT SIGN FAX:(408)2288033 �a ELECTRIC � 12 CA. LATERAL SUPPORT WIRE 1\ h'l 4y WITHIN 3" OF EACH CORNER OF FIXTURES WT. 20# OR MORE. CONNECT (2) C- 0 LIGHT FIXTURE. SPLAY WIRES #12 GA. FIXTURE SUPPORT WIRE 0 DIAGONAL AS SHOWN AND FASTEN TO FACE CORNERS OF EACH FIXTURE, THREE PULL WRAPS OF ROOF PURLIN OR BEAM W/ 16d MIN. FIXTURE SUPPORT WIRE SUPPLIES & RING SHANK NAIL. MIN. OF 3 & HUNG BY T-BAR CONTRACTOR. MAXIMUM s XP. 12-31-0 WIRE TURNS EA. CONNECTION FIXTURE WEIGHT 55 LBS. �,rf or Cott°app POINT. WIRE SUPPORTS BY NO WORT( ACOUST. CLG. CONTRACTOR. MAIN RUNNER RECESSED FLUORSCENT FIXTURE TYP. #8 SCREWS 0 CROSS TEES 17— OPPOSITE EA. OTHER MAIN RUNNER 5 SUSPENSION BRACING SCALE: NONE III H Z 0IXI O Q I X I > 0 Q I LI I I 1111 LI I III Z W U 0 c }. ._ •Vj I lill ii IFJ a LLIJ II L 0 ■e. ` ., •� to W 0 raawAu ■ ` L =W= . _ _L---L _LLL J .0117 U T T Ilmfti Al ILI III F W LL 4 > O N 0. 00 REFLECTED CEILING PLAN SCALE: 1/16"=1'-0" CERTIFICATE OF COMPLIANCE _ IGHTING COMPLIANCE SUMMARY LTG-2 Z Part 2 of 2 LTG-1 GHTING COMPLIANCE SUMMARY LTG•MM W IGHTING MANDATORY MEASURES Part 1 of 2 LTG-1 ►„�„� �� PROJECTR I we Obfx htl T.I. ECSt>I2k229 DAT$ NALfs DAR 18/00 18/00 Oblx hti T.I. ECS1f2k229 fi/16✓00 f�I)( hH T.I.EC31t2M229 ROJE�NAM°0 MI T.I. ECSN2k229 pROJECTADD ,� DATE 18922 For /1&rop L)arler nforcetnent PRNJCIPAL OEa1Gt1ER.L1G}f,pp Or. CuCU RInO LAWOSALLAM Llaekldre ;;Mit OP WAT1 MMLLWftMi olPAUL Tow DESCRIPTION New A EIeC1riC TELEPHONE 0uMk9—~Pam'w j b of�C1p"m Dam"*" TOW OEaCRIIf10N Y w WON °0�+ ATIONA 408-2268100 1edN 2x4 -3)a TOEIsa 53 93.0 ®❑ 49 ehy,alfgeNa,eombtaWen ENERGY COMPLIANCE SYSTEMS, INC, TELEPHaNE � � 4R ❑❑ {tnla)i@WWDLlV"Mwt,W+, ThebWldeg44U" ENERAL F MATT 408) 275.1284 ,W01 ap�„wl, waboy,n 0wen,ftam;W#O bUNOVIe DATF OF PLANS lyra oxen �° 013 noelered eId Nee Man a aoo enure tact exennpt IMOtNG CWIMT10NE0 FLOOq AflG — 3,888!>a.A. CLIIAAT,f ZONE 17113 ❑ {171(d)EOaenWe tar CIINMe UWft Eht"t The atdanesto b4fill E sh"$10"N aUlDIWOTYPa ® NONREsiOEN,yu ❑ "mm RISE RESIDENTIAL 4 � ❑� prwaeu.AM.morn+4aaeweNoewrMeewadtHdghldtksEyae.ltaana — P1tAaE OP CONeTRUCTION ® NEW CONSTRUCTION A ❑ ItOiEWOTPy GUEET BOON of even M rod b owed SAN equw tnt METHOD OP ll01fiNG ❑ n01T10N ALTERATION ❑ nMTM ADOITICIN 00 _ ❑ COMPLETEaUILpNO ® AREACATEGORY ❑ TAILORED PERFORMANCE ❑❑ {11!(h) AlAeriWlstawteelDavlroecwalNd: ANatasaruebaarol111 epeWNadw urWNA,est seeraa equip marl dull be m111e 1 end eateaed n dltnwd nY ten _ TNe Cwti d 6 o t e Calfa nae Ilett 1M builrirtg feaNres and perfonnanLy a Nc L71 Pte ,Emmett Mel Lw*Akn Owit"I AN IemroaM fit Wm ep Od for — Pens 1 and 8 W the CaGlamie Code of Regulations.Thb certificate a � atk>ne needed fo rbmpy ant Tiffs 24, ❑❑ !O'� yw Pto�t waaUtled end I ossa M En olmdwy.All I *WW tmum ohd be PWNs only to MJiiding aghting requirements. ❑❑ oedtlNb T1gdOcumenWicnpreperorhereCerSlfesthattne aoMfoWkolaOdePega 492 X51 Ira TandrmWlr III oft W4Three LemPHlmaseeotFalur , ANom&WItems — bt' docurtantation Is accurate and complete. fe"afeenese"Mersa w Wk%m*kilo with two Nmil betlufo wenn required OOCUMENTATpNAUT Vi SIONATURE/�/ DATE �aft T b►1prtlMdallaedanl3fyoraEEeeeNrnpNuOneewmlords w — /L. 4.9 *weft*MpR mrstus y mum eM w.aamW from Wdem wNM 4 0 41211100 PLAN CWCK The PdnciPel Lighti a G Lea Cannot or«an was C� _ Rev. Date Description rq saran heroby certi8ea that the proposed fJodkimg design represented in this Set of construction (Fan LT" � {161($) kwMthW RoanlAm Canarole tlbA�detAn kr enh a NRee* document$it ConebNPo whit the otiar compliance forms and worksheets,with the sploikauona,and with any other suiews i 40m thb� 4-m with a aeI I ewpth w aeaganay caculatlora subNCed with this Penni)application.The Proposed bunting has been designed to meet the lighting I •N rat a**the CEO Defwh Vasa,pian PIG"suppor"doaumer"I Ar{wted Aduel Waft 4 92 $MME watN. mgdremGM con*w in Secdolu 11o, 119, 100 through 132,and 146 or 149 of Title 24,Pen 8, Nd"Taw 1181(b) unMmn Rsdu.& ferkWirldnd Reamw All room end wnw Wodw Moa 100 Lase Car"creast Wath 10 PNaee Cheat one: (Fran LTO E) POWPA NI Oneequw fed ane mw Ilan 1A w"per squw loot W lip"Nora cacti be . eenueNad wen bFNrW slew wilif for woo m rMuetw W Noun 11 IVa room. 1 hw my alarm Mat I em Eligible under Moa provisions d And the 3 0l the Business end ProljWns Coda to$Ign thy A A Wda lUILpN40 oAT[GORY(f4am Tege,kq WATTS cowrurN ALLOWED REFLECTED PER Ill AF ® {tet(e) DayNwltAroeOennoh ANroarawkhwlndaoeerdekyOwtbllWwpeelwMMl doClAned rb Ota owtan reapdnelbN for Ib preparation;end that I am ibenaed ti the Stan W CelHamla as a civ0 enghaer no square III and thn Wow for as one""we w dgaw jn w Wa 0*1 CEILING or electrical engineer,or I am a acaraed arcMtect lxINrnGL LOCATION CONTROL CONTROL TTP' IIO1Ti. fare60lL al aM Nrnpe In wh&OI ww cone A by s aepwaa$*NN w ten n i affirm that i am IsLg tInessCoda (RooalQ IDENiiRCllTlgl (AuloTNa9wHdt E§tlwiar,ab SPACECONTROUID PEIb alhoN%ct MarylpMawatbeeeeanMlNadMaunMowenbwew 8737 3 b sign tMe dogtmerd u ft Person�reresponsible for as ft and tat Iam Professions 3eCtlm 55372 a bys g en w a 1 ML per,d amg w4 PLAN ,Z1 Contracfor performing Mb work. AREA CATEGORY(Prom T*k 14a) WATT$ ARM ALLOWED were t than at the yew N wak"an& PER of WATTS El onventWConferertce 1.60 947 1515 ❑ {te1(q Co"W EaMrbr Laws., EtNnler metetaa Mnen eenwd from Na eNeeloM I OcO Eat i em eAg0 a under the r Typla f w to DivLtion 3 a the Btpt pu and Professions s Code to sign ors Code pwtN ealde ten l,dktr,g w aenneaea„ten a alrnWnea phob nil canoes on ea U u beoauea N 37, b a etntcaJro or type W wok deacnbed as exempt purwant to Business and PrWeaions Coda 1,30 2625 3 412 rod end a caaeponekq they ti w eteOtrNd peraL Sacfiaa 5597,SS38 and 8737.1. ,�Ul. L i - - NA T DA yyCC.a 4z 4z CON"MLOGITION coNTTloI ctlNrRatYPtE tat>1E Industrial Stora 0.60 96 58 New A Elec(r(o d� 1710 7M MNM a w an IOENTIfItcAT1oN f>< M ate. e ❑ {tit($) wepay LJw a OIepIM aOM►IO Chea be eapwaNy ewhdad an aNeuM Md AT oro t 0 arrpe a Mee Indicate location on plena of Note Bock for Mandatory Measures BY INSMUCTM TO APPLICANT ►AtstTarAl a Gswwg InStRIGOOM on ane of Trus Energy r cy to comp nce p ease ro rot st1AldNGTOTAI ® 498 SCALE: SHEET N0: Nonresidential l Melakedd bb y the California Energy Commpswn. LTO-t: RoWired on ane for all submittals.PAN 2 maybe incorporated In schedules on Plans. LTG-2; Required on as wdteb.bm AS NOTED LTG-3; Optbnal.the Orgy If fighting Control credits aro taken. TOTAL ALLOWED WATM LT13-e: Opeonol.Use only if Tailored method Is used. Mom Lich a from rtn Lj% al•Use method If Tailored Is used.l UwN 2.1 Orr r d r DATE: EnaT,ed1 umber JOe _-.. _ _.Job"0~ECaltldM haerdr �— EMnD4haE1 eV ErMreYJal UrwNrtM't1n1e Job WmMr ECSlarYla Dena nls !.1 Iller Wnaw 1:1106 Job Nurnelr'EC912AR:!! r Mewl E Et tJertt 1306 Job 03/02/00 JOB N0: 00-167 -�.- TTT 1 I p) T I 31 I 4 6 I ITBL T 2 3 4 5 8 8 9 1 ii 12 13 14. 1$ i i