Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
B19-0100 Plans- Fire Approved
ISSUE DATE AT & T G R I I) L EY CA CORPORATE STORE L M ao N M c0 7 / cD D '- g N O PROJECT INFORMATION INDEX RESPONSIBILITY SCHEDULE °' .- ° NN YL ,w u7 S 0 O U F u: ARCHITECTURAL + cK c- Furnished Installed BUILDING ADDRESS: 1653 HWY CA-99, CODE COMPLIANCE. g E GRIDLEY, CA 95948 THE PROJECT SHALL COMPLY WITH CODES, ORDINANCES, OR LAWS HAVING JURISDICTION ON C.S COVER SHEET By By = ,, E 1Y THE PROJECT. WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING PARTS OF THE A-0.1 NOTES " g 0 o . CALIFORNIA BUILDING STANDARDS CODE: A-0.2 PATH OF TRAVEL Y N Y CONSTRUCTION TYPE: V-B CALIFORNIA BUILDING CODE (CBC 2016) A-1.0 DEMO PLAN (9 o o U o Lc) Z U' N CALIFORNIA ELECTRIC CODE (CEC 2016) A-2.0 FLOOR AND FINISH PLAN z O w z O z 5 0 3 DESCRIPTION OF USE: RETAIL CALIFORNIA MECHANICAL CODE (CMC 2016) A-3.0 REFLECTED CEILING PLAN < or= Q o p ,,, CALIFORNIA PLUMBING CODE (CPC 2016) A-4.0 POWER/DATA PLAN w Z o w Z X m o OCCUPANCY CLASSIFICATION: M CALIFORNIA ENERGY CODE 2016 A-5.0 FIXTURE PLAN Item < I— w Comments c .� m U v v CALIFORNIA FIRE CODE (CFC 2016) A-6.0 INTERIOR ELEVATIONS \ / o t �� A-7.0 RESTROOM PLAN Architectural OCCUPANCY LOAD: 826 SQ.FT. /60 = 14 OCC. Ceilings • • • • AT&T providing ceiling tile and grid at sales floor C = m CV CV 441 SQ.FT. / 100 = 5 OCC. only if needing replacement. / \ J ULL TOTAL = 19 OCCUPANTS D-1.0 CONSTRUCTION DETAILS . D-2.0 CEILING DETAILS Demising Partitions • Existing demising walls between tenant, constructed in accordance SPRINKLERS: NO with City Code and coordinated with adjacent Tenant construction. GC to patch and repair demising walls as required. Smooth finish ELECTRICAL required level 5. D A/� FIRE/ALARM: NO Demolition • Remove existing conditions and fixtures as required per local codes r:',L� H C'<IE-1.1 ELECTRICAL SPECIFICATIONSI &ordinances to accommodate new work. K9'� �< NUMBER OF FLOORS: 1 E-2.1 ELECTRICAL POWER PLAN (Display Fixtures I I I•I I•I •I I J G��—� E-3.0 ELECTRICAL PANEL SCHEDULES & RISER DIAGRAM Entry Door& Hardware •I * C- 20397 * TENANT AREA: 1,367 SQ.FT. 1 0 4 NOTE: THESE DOCUMENTS CONTAIN INFORMATION PERTAINING TO THE ARCHITECTURAL SCOPE p _ 'Flooring I• •I I•I 1•I I I••'Sales floor carpet provided by AT&T if needing replacement. I 9 OF WORK ONLY. FOR THIS PROJECT, ENGINEERING DESIGN, DOCUMENT AND SPECIFICATION 2s \ I I I I I I - FO AREA OF WORK: 1,367 SQ.FT. PREPARATION, AS REQUIRED FOR ALL OTHER DISCIPLINES, HAVE BEEN PREPARED BY OTHERS PLUMBING 'Interior Doors, Frames, Hardware I I I I•I —0F �,A\:Z AND ARE NOT THE RESPONSIBILITY OF THE ARCHITECT/KAMUS + KELLER. INFORMATION 'Interior Finishes I•I I I I•I 1 (•IGC to provide all finish materials as indicated on drawings. I P1.0 PLUMBING PLAN 'Interior Partitions ' ' ' ' 1 1 1 1•ISmooth finish required, level 5. I SCOPE OF WORK: DEMOLITION OF INTERIOR NON-STRUCTURAL PARTITION INDICATED ON THESE DRAWINGS/DOCUMENTS SHOWING OR REFERENCING MECHANICAL, P1.1 PLUMBING PLAN Storefront System • GC to note any scratches/damage prior to start of work. WALLS. NEW NON-BEARING WALLS AND NEW FINISHES. MAKE PLUMBING OR FIRE PROTECTION INFORMATION WHERE IT OCCURS HAS BEEN PROVIDED FOR EXISTING RESTROOM ACCESSIBLE. NEW POWER/DATA AND REFERENCE ONLY. THE ENGINEERING DESIGNER, AS LICENSED AND QUALIFIED PROFESSIONALS, ' I I I I I I 1 I I FINISHES. UNDER CONTRACT TO OTHERS, SHALL REMAIN SOLELY RESPONSIBLE FOR ALL DESIGN AND APPLICABLE CODE COMPLIANCE MATTERS RELATIVE TO THEIR RESPECTIVE DISCIPLINES. THIS Communications SHALL INCLUDE ADDRESSING AND RESOLVING ANY PLAN REVIEW COMMENTS RELATIVE TO THEIR 'IT Equipment ' ' ' ' 1•1 1 I IGC to coordinate with Tenant if required. ' LANDLORD CONTACT: MICHAEL J. ABREGO SPECIFIC SCOPE OF WORK. THE PROJECT ENGINEERING DESIGNERS SHALL ENDEAVOR TO BRING 'Music System I I I I 1 I IGC to coordinate with Tenant if required. I 949.748.7030 TO THE ATTENTION OF THE ARCHITECT/KAMUS + KELLER ANY DESIGN CHANGE OR CODE 'Security System ' ' ' ' '•' 1 IGC to coordinate with Tenant if required. ' COMPLIANCE ITEMS IMPACTING THE ARCHITECTURAL SCOPE OF WORK AS EXPEDITIOUSLY AS 'Telephone System I I I I I•I 1 1 I IGC to coordinate with Tenant if required. I POSSIBLE. w PROJECT MANAGER: ANJANETTE CREAR SENIOR PROJECT MANAGER Electrical I Electric Meter I I I I I I 1 1 1•I I 0 00 510.508.5945 Electrical Distribution • • • All power/data cabling &conduit as required including electrical wiring ac5149@att.com IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL WALLS AND FIXTURE &conduit(s)as required to the Tenant's exterior storefront sign. d' LAYOUT PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY IF ANY Electrical Panel • Electrical panel requirements to be verified by responsible party's U J 1 in ARCHITECT: KAMUS + KELLER, INC DISCREPANCIES OCCUR. FAILURE TO DO SO WILL RESULT IN CONTRACTOR OWNING engineer to comply with all codes, regulations and AT&T <H U Q 111 WEST OCEAN BLVD, SUITE 1750 ALL RESULTING ISSUES. requirements prior to construction. LONG BEACH, CA 90802 'Electrical Service to Space I I I I I I 1 101 I Q ›— 0 CONTACT: MICHAEL ABBAS 'Light Switches ' ' ' ' ' I 1 1•I LI ' 562.216.5244 'Lighting g I I I I I I I•I 0 >2 'Service Disconnect I I I I I I 1 1•I I I W TENANT SHALL BE RESPONSIBLE FOR MEETING ALL APPLICABLE CODES AND OBTAINING 'Telephone Service to Space I I I I I I I 1•I I O Y) ENGINEER: DON PENN CONSULTING ENGINEER ALL JURISDICTIONAL APPROVALS. Life Safety 0 Co 1301 SOLANA BLVD. BLDG. 1I SUITE 1420 Emergency Light Fixtures le 0 C WESTLAKE, TX 76262 06 CONTACT: LYDIE KISULA 'Fire Extinguishers I I I I I I 1 I•IFire Extinguishers are to be located as required by local municipal codes. I H 817.410.2858 Fire Sprinkler&Alarm System • Where applicable, all fire sprinklers and alarms should be laid out and Q installed in consideration of AT&T's approved floor and ceiling plan. If applicable, all strobes shall be confirmed to comply with all TAS and/or ADA regulations. GC to modify existing fire sprinkler system as required Smoke Detector&Alarm System • per new reflected ceiling plan. Mechanical HVAC distribution • When applicable all ductwork, dampers, and diffusers to be provided and installed based on the lighting layout on the ceiling plan provided by K+K, Inc. I HVAC Rooftop Unit&Curb I I I I I I •I I These drawings/specifications are the I Restroom Exhaust Fan(s) I I I I I I 1 101 I property of Kamus+Keller.They are s furnished as contract documents only. IThermostat( ) I I I I I 11 1 I•I I The seal(s)and signature(s)apply only to the documents to which they affixed,and expressly displaim any OCCUPANCY LOAD & EXIT WIDTH Plumbing responsibility for all other plans, USE TENANT: RETAIL / Restroom Accessories • specifications,terom ntsortis,rumensor other documents or instruments Restroom Fixtures • relating to or intended to be used for AREA: 1,367 SF Sanitary Line Rough-in • any part or parts of theestimates, architectural or LOAD FACTOR: 60 retail space - KEY PLAN LOCATION PLAN engineering project. shall innAdditionall these Water Line • drawings and seal(s)shall no way convey or imply any time of warranty 100 back of house space or certification relating to the performance of products and materials OCCUPANCY LOAD: 19 4� beyond those provided by their EXIT REQUIRED: 1 Ne to lR] Hrtal umber)war EXIT PROVIDED: 1 T. 3 r.. Signage respective manufacturer. TOTAL WIDTH READ. (x 0.20): 3.8" a A r 64 a i 'Interior Signage I I I I I I 10I I PROJECT NO. TOTAL EXIT WIDTH PROVIDED: 36" — rr, Foldwa Exterior Building Signage • 18.0558.01 L 8rlrye(uJ Fri .Z , . ,Ar� pM.�e E W I I I I I I I I u 0 I I I I I DRAWN/REVIEWED r I 1 , 4 - ''rx"' serum s, Furnished Installed ' ! I— , c d 1{s s �lbS3 Cahtonra 4� PT/MS-AB ByBy AREA SCHEDULE .�s or .vs itp c N..sr s casatu c a DATE/ISSUE I — I m usicsi es* Gridley s 0 I / S 1 1' ysamc�e St MaJ'u4am 0 Tienda de alinenl0; E Gridley Rd 0 0 U (� 12/20/2018 Area Schedule I u g 4 B F. Restaurante farm tar 9 �'";S' e c (9 0 0 0 0 /ingeoeoSr C 5 a Gricler par,<kar Diner a O w O �1y91 s le p r1 p Mo e, Z J > Z J z Name Area Percentage — -- _ - `° r -qUe a o Q o rt.,.m.a r,• Z Z Z Z n Manuel 4ArUpnalys Item W ' I- W < w Comments co SHEET TITLE :W1r Sr Vienna Pair ra Mwncipcl Lae 3ii Sales Area 826 SF 61% 3woa wey "v A�S; COVER SHEET SCOPEOF WORK YwSt "'" `" Anne Are Sea Ies Oer m U Non - Sales Area 386 SF 39% 1,367 SQ. FT. SHEET NO. 1 ,367 SF 100% C . S . ISSUE DATE GENERAL NOTES ABBREVIATIONS 1. THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION"A201 2007 EDITION OF THE A F N S AMERICAN INSTITUTE OF ARCHITECTS AS MODIFIED AND AS MADE A PART OF THE G.C. CONTRACT A/C AIR CONDITIONING F.ALM. FIRE ALARM (N) NORTH (S) SOUTH WITH OWNER. ACOUS. ACOUSTICAL FABR. FABRICATE N. NEW S.C. SOLID CORE ACOUS.T ACOUSTICAL TILE F.E. FIRE EXTINGUISHER NEG. NEGATIVE SCHED. SCHEDULE 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS (OR AC.T.) F.E.C. FIRE EXTINGUISHER N.I.C. NOT IN CONTRACT SECT. SECTION AND ORDINANCES HAVING JURISDICTION. ADD'N(L). ADDITION(AL) CABINET NO.(OR#) NUMBER SHT. SHEET ADJ. ADJUSTABLE F.F. FINISH FLOOR N.T.S. NOT TO SCALE SIM. SIMILAR ALUM. ALUMINUM F.H.C. FIRE HOSE CABINET SQ. SQUARE 3. INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH ALT. ALTERNATE FIN. FINISHED) SF(OR SF(OR ) Pt SQUARE FEET THE MANUFACTURER'S SPECIFICATIONS. ANOD. ANODIZED FLR. FLOOR O.A. OVERALL S.S. STAINLESS STEEL APPVD. APPROVED FLUOR. FLUORESCENT O.C. ON CENTER ST. STAIN 4. CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS APPROX. APPROXIMATE F.O.C. FACE OF CONCRETE O.D. OUTSIDE DIAMETER STA. STATION AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH ARCH. ARCHITECT or F.O.F. FACE OF FINISH OFF. OFFICE STD. STANDARD CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION ARCHITECTURAL F.O.G. FACE OF GYP. BD. O.H. OPPOSITE HAND STL. STEEL QUESTIONS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE AUTO. AUTOMATIC F.O.S. FACE OF STUD OPNG. OPENING STRUCT. STRUCTURAL ARCHITECT AND/OR TENANT CONSTRUCTION COORDINATOR BEFORE PROCEEDING WITH WORK IN AVG. AVERAGE F.O.W. FACE OF WALL OPP. OPPOSITE SUSP. SUSPEND(ED) FRAME ORIG. ORIGINAL SYMM. SYMMETRICAL QUESTION OR RELATED WORK. S AND FR. F.S. FULL SIZE P SYS. SYSTEM A.F.F. ABOVE FINISH FLOOR FT. FOOT OR FEET SPL. SPLASH 5. CONTRACTOR FOR THE PROJECT SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED B F-F FACE TO FACE PART. BD. PARTICLE BOARD BUILDING PERMITS. BD. BOARD FURR. FURRING P.LAM. PLASTIC LAMINATE PLAS. PLASTER BLDG. BUILDING G PLY. PLYWOOD 6. CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATES FOR ORDERS OF ORDERED BLKG. BLOCKING GD. GARBAGE DISPOSAL PNL. PANEL W ITEMS. BRKT. BRACKET BRZ. BRONZE GA. GAUGE PR. PAIR (W) WEST GEN. GENERAL PREFAB. PREFABRICATED W/ WITH 7. CONTRACTOR SHALL SUBMIT ONE SEPIA SET OF SHOP DRAWINGS OF ALL STONEWORK, BSMT. BASEMENT G.F.I. GROUND FAULT ISOLATED PROJ. PROJECT W.C. WALL COVERING MILLWORK, MISCELLANEOUS METAL, DOORS, DOOR HARDWARE AND EQUIPMENT. SHOP C GL. GLASS OR GLAZED PTN. PARTITION WD WOOD DRAWINGS SHOULD INCLUDE DETAILED FABRICATION AND ERECTION DRAWINGS, SETTING GYP. GYPSUM PTD. PAINTED WDW. WINDOW L °' "' ,2 4 DRAWINGS, DIAGRAMMATIC DRAWINGS AND MATERIAL SCHEDULES, LOCATION AND ORIENTATION CAB. CABINET GYP. BD. GYPSUM BOARD W.H. WATER HEATER 0 .2 m co o C.C. CENTER TO CENTER T W/O WITHOUT N a, 'n <0 N M OF ALL ITEMS SHALL BE CLEARLY INDICATED. BEGIN FABRICATION ONLY AFTER RECEIVING CER. CERAMIC T&B TOP AND BOTTOM W.S. WEATHERSTRIPPING Y r o ARCHITECTS AND/OR TENANT CONSTRUCTION COORDINATOR'S APPROVAL OF SHOP DRAWINGS. CLKG. CALKING H TECH. TECHNICAL WT. WEIGHT U 0 T L Q CENTER LINE HDWR. HARDWARE TEL. TELEPHONE Y `° TEMPD. TEMPERED ° E 8. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING AND CLG. CEILING HDWD. HARDWOOD YD. YARD N .. WILL BE CONSIDERED ONLY IF BETTER SERVICE FACILITIES, A MORE ADVANTAGEOUS DELIVERY (OR CEIL.) HGT. HEIGHT TEMP'Y TEMPORARY m Et DATE OR A LOWER PRICE WITH CREDIT TO THE TENANT WILL BE PROVIDED WITHOUT SACRIFICING CLOS. CLOSET H.M. HOLLOW METAL TEMP. GL. TEMPERED GLASS E .', o to o QUALITY, APPEARANCE AND FUNCTION. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE CLR. CLEAR HORIZ. HORIZONTAL THK. THICK(NESS) /o ROUND CO N ai REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL CLR. OPG. CLEAR OPENING HVAC HEATING, TYP. TYPICAL Y Y COL. COLUMN VENTILATING AND SQ.FT. o Y QUALITY TO THE PRODUCT SPECIFIED. U S CONC. CONCRETE AIR CONDITIONING N- CONN. CONNECT OR U.L. UNDERWRITERS SQUARE N 9. ALL WORK NOTED "N.I.C." OR"NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A CONTRACTOR H.W. HOT WATER ❑ ▪ (`)I CONNECTION LABORATORYco OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE CONSTRUCTION CONST. CONSTRUCTION I UTIL. UTILITY " INCHES (OR DITTO) ▪ C AGREEMENT. THE GENERAL CONTRACTOR SHALL COORDINATE WITH "OTHER" CONTRACTORS AS CONT. CONTINUOUS U.O.N. UNLESS OTHERWISE m REQUIRED. FEE REQUIREMENTS ESTABLISHED BY OWNER, TENANT, OR BOTH. COR. CORNER I.M. ICE MAKER NOTED I.D. INSIDE DIAMETERC Ty v a CORR. CORRIDOR V CZ U - N N CTR. CENTER INCL. INCLUDE(D)(ING) o - , 10. "ALIGN"AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN C.W. COLD WATER '1) m INFO. INFORMATION VERT. VERTICAL N N N THE SAME PLANE. INCAN. INCANDESCENT VEST. VESTIBULE C = a, D J V.I.F. VERIFY IN FIELD / \ N- J I-LC) OLUME 11. "TYPICAL"AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR VOL.ERVERIFY D.A. DOUBLE-ACTING JAN. JANITOR VER VERIFY REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. DBL. DOUBLE DEPT. DEPARTMENT L Q 12. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY FIRST OCCUR, AND DET. DETAIL L ANGLE ARE REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. D.F. DRINKING FOUNTAIN QUAL. QUALITY ,-D, ARC LADDIA. DIAMETER IM. DIMENSION LB.(OR#) POUNDTE QUAN. QUANTITY ��,O\N H Kq�T2, 13. COLUMN CENTERLINES (ALSO REFERRED TO AS GRID LINES)ARE SHOWN FOR DIMENSIONING DIV. DIVISION L.H. LEFT HAND R G�3 PURPOSES. (RE: BASE BUILDING DRAWINGS EXACT LOCATION.) DN. DOWN * C- 21397 * DR. DOOR M RE. RELOCATE 14. ALL VERTICAL DIMENSIONS SHOWN TO FLOOR ARE SLAB, UNLESS OTHERWISE INDICATED. DWG. DRAWING MAINT. MAINTENANCE R. REMOVE DRW. DRAWER MAX. MAXIMUM R/A RETURN AIR 9 LAD. RADIUS � ��� j , ' � 15. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALL DW. DISHWASHER MECH. MECHANICAL RECEP. RECEPTACLE ''�\0 A0-\ SCALE DETAILS. E M.C. MAIL CHUTE REF. REFERENCE MTL. METAL REFL. REFLECTED (E.) EAST MEZZ. MEZZANINE 16. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE EXISTING BUILDING ELEC. ELECTRIC REINF. REINFORCED STANDARDS. EL. ELEVATION MFG. MANUFACTURING RESIL. RESILIENT ELEVR. ELEVATOR MFR. MANUFACTURER REQD. REQUIRED 17. CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR CEILINGS AS NEEDED TO REFURBISH ENGR. ENGINEER M MANM R.H. RIGHT HAND MIN.N. MINIMUU MM RM. ROOM THE LEASE SPACE AND REPAIR ALL DAMAGES. EQ. EQUAL MISC. MISCELLANEOUS RND. ROUND EQUIP. EQUIPMENT MTD. MOUNTED R.O. ROUGH OPENING 18. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF A JOB AFTER ITS EX EXHAUST MUL. MULLION EXISST. EXISTING M.TH. METAL THRESHOLD REV. REVISION COMPLETION. CLEANING SHALL INCLUDE INTERIOR OF THE BUILDING AND PATH OF TRAVEL TO EXPAN. EXPANSION MW. MICROWAVE W THE JOB SITE AND SHALL INCLUDE THE PARKING LOT, ELEVATORS, LOBBIES AND CORRIDOR EXPOS. EXPOSED CARPET. EXT. EXTERIOR Ct ELECT. ELECTRICAL 0 CO 19. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR, OR REPLACE SAID DOOR IF NOT ABLE TO REFINISH. (n CD 0) Ln 20. CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS & SHALL PROVIDE SAID DOCUMENTATION TO , Q 0) TENANT CONSTRUCTION COORDINATOR UPON COMPLETION OF TENANT CONSTRUCTION. NO AT&T VENDOR ORDERING PROCESS: < >- EXCEPTIONS. < U < 21. FIRE EXTINGUISHERS REQUIREMENTS SHALL BE INSTALLED PER 2016 CFC SECTION 906. 0 > - SHREDDER: SALES TEAM fl,CL = w 22. DUMPSTERS AND CONTAINERS WITH AN INDIVIDUAL CAPACITY OF 1.5 CUBIC YARDS [40.5 CUBIC - PRINTER: IT FEET (1.15 CUBIC METERS)] OR MORE SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 - WEATHER RADIO: RCS 0 0 FEET (1524MM)OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES. - WATER COOLER: PROJECT MANAGER 0 co E EXCEPTIONS: DUMPSTERS OR CONTAINERS IN AREAS PROTECTED BY AN APPROVED AUTOMATIC - WHITEBOARD: PROJECT MANAGER SPRINKLER SYSTEM INSTALLED THROUGHOUT IN ACCORDANCE WITH SECTION 903.3.1.1, 903.3.1.2 - WALL IT RACK: GENERAL CONTRACTOR H 0 OR 903.3.1.3. PER 2016 CFC - FLOOR IT RACK: GENERAL CONTRACTOR 06 - SAFE: GENERAL CONTRACTOR 23. NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS - TIME DELAY SAFE: PROJECT MANAGER Q OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND - WIRING FOR VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL SPEAKERS CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMERALS OR AND CAMERAS: GENERAL CONTRACTOR ALPHABET LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102MM) HIGH WITH A MINIMUM - CHANGE MAKING STROKE WIDTH OF 0.5 INCHES (12.7MM). PER 2016 CFC SECTION 501.5 KIOSK: IT 24. INTERIOR FINISHES SHALL BE PROVIDED IN ACCORDANCE WITH TITLE 24 SECTION 804 AS FOLLOWS: CLASS 1 -VERTICAL ENCLOSURES, CLASS II CORRIDORS, CLASS III ROOMS. These drawings/specifications are the property of Kamus+Keller.They are furnished as contract documents only. The seal(s)and signature(s)apply only to the documents to which they affixed,and expressly displaim any CONSTRUCTION NOTES responsibility for all other plans, specifications,estimates,reports or other documents or instruments relating to or intended to be used for 1. ALL PARTITION LOCATIONS, DIMENSIONS AND TYPES, ALL DOOR AND WINDOW LOCATIONS SHALL BE AS any part or parts of the architectural or engineering project.Additionally these SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT, NOTIFY ARCHITECT; PARTITION PLAN BY BY drawingsandseal(s)shallinnoway ARCHITECT SUPERSEDES OTHER PLANS. convey or imply any time of warranty or certification relating to the performance of products and materials 2. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE NOTED. beyond those provided by their respective manufacturer. ALL DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPET, CERAMIC TILE, VCT, ETC. PROJECT NO. 3. DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE OF JAMB, UNLESS OTHERWISE 18.0558.01 NOTED. 4. PARTITIONS AT BUILDING PERIMETER SHALL BE CENTERED ON CENTER LINE OF COLUMN OR WINDOW DRAWN/REVIEWED MULLION, UNLESS OTHERWISE NOTED. PT/MS-AB 5. COLUMN CENTER LINES (OR GRID LINES)ARE SHOWN FOR DIMENSIONING, VERIFY EXACT LOCATIONS IN FIELD. DATE/ISSUE 6. WITH PAINT FOR REVIEW BY ARCHITECT PRIOR TO INSTALLATION. REVIEW WILL BE FOR DESIGN 12/20/2018 INTENT, CONTRACTOR SHALL COORDINATE AND VERIFY ALL CONDITIONS TO ENSURE PROPER FIT. I 7. MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR INTERIOR AND EXTERIOR DOORS, MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SHEET TITLE SLIDING OR FOLDING DOORS. CORRESPONDING DEVICES OF AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. MAXIMUM EFFORT TO OPERATE REQUIRED FIRE DOORS NOTES MAY BE INCREASED NOT TO EXCEED 15 POUNDS. 8. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE WHICH RETRACT BOTH LOCKS WITH A SINGLE OPERATION. SHEET NO. 9. "DEAD BOLT ARE NOT PERMITTED ON EXIT DOORS". G.C. TO PROVIDE A DURABLE SIGN PLACED OVER A-0 . 1 THE MAIN EXIT DOORS STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" ISSUE DATE ...............................• LEGEND ................................ ................................. ................................ ................................ ♦..............................♦ INDICATES ACCESSIBLE PATH OF TRAVEL — — INDICATES EXIT ACCESS TRAVEL ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 1 / INDICATES PROPOSED LOCATION LOCATE WHEEL BUMPER±3'-4" FROM I ♦ .�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.� END O F STALL STRIPING, SEE SITE I • .................�.�.�.�.�.�.�.�.�.�.�.�.�.�.�. L PLANS and DETAILS FOR EXACT I I ♦..............................♦ LOCATIONS. iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii. - z ♦..............................♦ ED , ( 'tk cir I �������������4V,1�`•s��:��i�i�i�i�i�i�i�i�i�i�i�i�i N±- 1 .�i�i�i�i�i�i�i�i�i�i�i�i��r��'����I I TOP OF AC. PAVING ♦............� r8', '.1N♦♦♦♦♦♦♦♦♦♦♦♦♦ SECTION ♦...♦♦♦♦♦♦♦♦♦♦i♦♦♦r♦♦♦♦♦♦♦♦♦♦♦♦♦ (2)#3 R E BARS I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦`A�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ dab D 1.,; PAINTED STRIPE z . itrall G� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii. PLAN I o o I .................�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii �� / 10" ir H/C STALL ♦..............................♦ - TYP. I . H � � "' � o I4) ♦..............................♦ — .♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ U . N O #5 R E BARS 18" LONG PRECAST ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦Q♦ CD 2 rn N M r � /� - t c° ��3' 8" CONCRETE ♦i = = = = = = = .. _ ,'M' 'su V l U 0To u_ i. —.\\ II IL " ° .1co, .. ai :Tr oi ELEVATION Y csj2 EPDXY TO in inA.C. PAVING P AR -K \ G -� . - \.... ..\..... ...':.:*:•.: . . >. III xi ACCESSIBLE PATH OF TRAVEL '� r 0 0 N N BUMPER DETAIL (TYP) U y m ___ NTS I11\\ \ \ ,� 0 C\ / O m N N N N / \ U n C l()N 18" i. M ,�' NOTES: IN Ag:\ " E� ARC UNAUTHORIZED VEHICLES 1. SIGN TO BE PORCELAIN ON STEEL WITH ,K 7 1 ���,N/ 1 G H K,gy1 , PARKED IN DESIGNATED A REFLECTORIZED BEADED TEXTURE. _ ` J �� � ('4 ACCESSIBLE SPACES NOT BOTTOM OF SIGN TO BE +80"ABOVE - DISPLAYING FINISHED SURFACE. 0 N C- 20 97 DISTINGUISHING 2. SIGN TO CONFORM TO ALL CURRENT, _ il 7 p 01 _ PLACARDS OR LICENSE STATE, LOCAL CODES and OR © © © © PLATES ISSUED FOR REGULATIONS. OF ALZ j- I- PERSONS WITH 3. LOCATE AT ALL MAIN DRIVEWAY --111111 N < © © © A DISABILITIES WILL BE ENTRIES. SEE SITE PLAN FOR SCOPE OF WORK � . L Q 0.18" 0.22"HT• 1-- TOWED AWAY AT OWNER'S LOCATIONS. ,� N EXPENSE. TOWED 4. PRIOR TO FABRICATION and © © © I TAPERED EDGES VEHICLES MAY BE INSTALLATION OF SIGN, CONTRACTOR C� WHERE EXPOSED RECLAIMED AT: SHALL OBTAIN ALL APPROPRIATE INFORMATION FOR BLANK SPACES OF 9 Q RI © SECTION REFER TO NOTE#4 SIGN FROM LOCAL PUBLIC AGENCIES and A or by telephoning: FILL IN AS A PERMANENT PART OF THE REFER TO NOTE#4 SIGN. W 2.3"-2.4" „0.45"-0.47" 5. SIGN LETTERING SHALL BE NOT LESS PARTIAL SITE PLAN AND ACCESSIBLE PATH OF TRAVEL (FOR REF ONLY) Ct APART AT TOP THAN 1" IN HEIGHT. 1 0 e0 0.9"-0.92" 6. SIGN TO BE PROVIDED AT ALL ENTRY NTS 0 AT BASE Q DRIVEWAYS. w , Ln r RECLAMATION SITE AND TELEPHONE NUMBER , 6) DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT WALKING co SHALL BE PROVIDED BY THE BUILDING OWNER. SURFACES EITHER LIGHT-ON-DAR, OR DARK-ON-LIGHT. VERIFY WITH APPROPRIATE v SIGN SHALL BE POSTED AT EACH ENTRANCE TO Q U < JURISDICTION. THE OFF-STREET PARKING FACILITY. SIGN Q >- 0 SHALL COMPLY WITH CALIFORNIA CODE OF DETECTABLE WARNING SURFACES SHALL BE YELLOW CONFORMING TO FS 33538 OF FEDERAL REGULATIONS. TITLE 24, PART 2, SECTION 7102. CONCRETE SIDEWALK, STANDARD 595C. SLOPE MAX. 2% IN I W \/ ANY DIRECTION O Q DETECTABLE WARNING SURFACES SHALL DIFFER FROM ADJOINING SURFACES IN RESILIENCY OFF STREET PARKING SIGN 8.33%\ < 8.33% OR SOUND-ON-CANE CONTACT. 4 MAX. / MAX. 0 NTS VAN/ACCESSIBLE 0 PARKING SIGN. ACCESSIBLE 0S SEE DETAIL#5 PARKING SIGN. I- SEE DETAIL #5 Q 1/2" R. ^moo ____O_000000000 -------- ? 1 1 ,. WHITE I I � � I I TRUNCATED DOMES BLUE __� NTS REFLECTORIZED BUMPER, REF#3 TRUNCATED SIGN CONSTRUCTED DOME DETECTABLE OF PORCELAIN WARNING AREA These drawings/specifications are the r.They are STEEL WITH PARKING ONLY CONTRASTING COLOR. prnishedasconoperty of us+Kocumensonly furnished as contract documents only. 4"WIDE PAINTED > SEE DETAIL#6. TYP. The seal(s)and signature(s)apply NOTES: BEADED TEXT only to the documents to which they ���������������������������������������� MINIMUM FINE $250 DOUBLE STRIPES, 1st affixed,and expressly displaim any • OR E Q. COAT HIGHWAY WHITE, responsibility for all other plans, � �� ��� 1. ALL STROKES TO BE MIN. 2 n d COAT HIGHWAY specifications, other documents es or instruments r i' i ii -: 3"WIDE. FIELD: ROYAL BLUE. pppp.�pppppp •ppp. ROYAL BLUE 2.y00. relating to or intended to be used for p�Op�O.pp�.�.pp� ►$$$ $* BORDER/SYMBOL: WHITE. WHERE VAN BLUE any part or parts of the architectural or �, ���� BACKGROUND.* project.Additionally these ,����� ���� APPLIES ACCESSIBLE engineeringwing �i�000i�i�000iO�i �OOi�00000i�000i�0000i�0000i�0i SURFACE SLOPES OF �" drawings and seal(s)shall in no way 2. PROVIDE TWO (2) COATS �', O convey or imply any time of warranty OOOOOOOi�i�000i i�0i�00000000i�000i�00000000i� • A ������������������������������������������������� O F REFLECTIVE PAINT. LET PARKING SPACES or certification relating to the ������������������������� SHALL NOT EXCEED performance of products and materials ........................., •��������������������...........................: DRY BETWEEN COATS. 1/4" PER FOOT IN ANY beyond e ondthtivemanose ovidedure�heir i�0000i�0000i!•• �0i�000i�0000i�00 !� �' ..........000��000��0000��0 li 3. LOCATE SYMBOL IN FRONT DIRECTION. �� ►.00OOOOOOO�DOOO��������0�� } OF PARKING STALL, VISIBLE PROJECT NO. ' .'i�000i i�i'i'i'i'i'i'i'i'i'i'i ~ TO TRAFFIC OFFICER AND 0 18.0558.01 .�.�.�.�. ,��BO ,���������� o z PAVEMENT ACCESSIBILITY 12" HIGH WHITE LETTERS : ���;�p0•• ������� `.;�;�;�;0�;�;�;�;0� - CENTERED AS SHOWN ON _ r1 p SYMBOL. SEE DETAIL#7. Op•, ate.•••• •••••,,•, ppppppppp MIN. � . BORDER AND .;�- � p���������������� SITE PLAN. co 0 z TYP. %% %%%%SYMBOL, �ppp��p p�OpO��OpO� CO Z H \./ \ 0 DRAWN/REVIEWED PAINT: WHITE.�.�.�.�•', ..�.�.�.�.�$'$ 4. HANDICAP SYMBOL TO i w 63 63 .OiiO O�i4 �O 'O.•'O.ia : •��� e•, ����� COMPLY W/CURRENT STATE, w PT/MS-AB •.�.•.�. ❖. ❖. ❖. ❖. rI DARK \ G aOODia4, aa����� �•a/ ,00iDi 4,''.-iaia00� REQUIREMENTS, U.N.O. ETC., ai�000000i`. .'000OOOOia0000��005 - - DATE/ISSUE `� 4����������������i 0000000�.00�: :�000000�.0000�.0000•. EQ I EQ [ 12/20/2018 • NOTE: - 1. AREA OF SYMBOL SHALL BE 70 SQ. IN. MIN. 1 9'-0" L 8'-0" 9'-0" I —ALIGN W/ FRONT OF STALL 3„ 2.SIGN SHALL BE PLACED IN FRONT OF EACH ACCESSIBLE PARKING STALL, VAN ACCESSIBLE I I ACCESSIBLE SHEET TITLE 3'-0"TYP. TYP WITHIN CLEAR VIEW, BUT NOT PLACED SO AS TO OBSTRUCT PASSAGE PARKING STALL PARKING STALL "r FROM ANY PARKING STALL OR WALKWAY. SITE PLAN &ADA PATH OF TRAVEL PLAN TYPICAL WHEELCHAIR SYMBOL 5 VAN/ACCESSIBLE PARKING STALL SIGN 2 EXISTING ADA PARKING STALL (FOR REF ONLY) SHEET NO. ___ Scale : 1/2 -1 -0 NTS SCALE: 1/4"=1'-0" A-U . 2 ISSUE DATE 1 II II 1 EXISTING CONDITION FOR REFERENCE ONLY SHEET NOTES 06 28'-2" _K �� • GC TO INSTALL FIRE RETARDANT BLOCKING AS REQUIRED FOR ALL CASEWORK, SHELVING, 7 COUNTERTOPS &OWNER PROVIDED EQUIPMENT.1"11 — i : • MENSIONS ARE FINISH TO FINISH UNLESS NOTED OTHERWISE. • MAINTAIN EXISTING FIRE RATINGS AT TENANT SEPARATION WALLS D `� 9- ACTIVITIES.DI URING DEMO/CONSTRUCTION 6,, IIIIIIIII 3 4 mmmm I. yIIIIII y IV) , ddt,i. LEGEND I— EXISTING WALL TO BE REMOVED. M r CD U _w "4 roo _ � � �o A _:'1 II DOOR EXISTING TO BE REMOVED/RELOCATED. PATCH AND REPAIR AS REQUIRED. PREP TO RECEIVE CD .2 cn NEW FINISHES. J1 'IL �1 - -_ - - - E U LL C ' INDICATES THROUGHOUT 2 g WH 04 N CO o c) ? 0 O8 LIGHTING/CEILING ELEMENTS TO REMAIN. Y - o I 7 N I 90X 1 aD 5O) rn co 04 E _ _ - -ci 2 c _ a) v rn 03 II r \ / ° - N N • Q U l0 N \\ II 06' 4 W • - . tt \ jj (NIC) E2W / \ �m NN ?j N N O n� W J L0 LL W DEMOLITION PLAN KEY NOTES 171P di I1 ( » 06 25'-3" IJ�i 01 REMOVE EXISTING WALL FINISHES AND SKIM COAT TENANT WALL TO PREPARE FOR APPROVED NEW D AR I I _ Y FINISH. �,� N H 6j� I I I 9'r, AVERIFY(E)WALLS ARE LEVEL 5 SMOOTH FINISH. PREPARE WALLS IF REQUIRED. J AG� C 20397 * 03 REMOVE INTERIOR TENANT NON LOAD BEARING WALLS AND ASSOCIATED ELECTRICAL, DATA AND c/� TELEPHONE &J-BOX. REMOVE ALL WIRING BACK TO ELECTRICAL SUB PANEL. °� Z 4 ,CO 04 REMOVE EXISTING DOOR AND FRAME. OP AL 05 EXISTING MILLWORK/ EQUIPMENT TO BE REMOVED THROUGHOUT. 06 G.C. TO VERIFY DIMENSIONS PRIOR THE START OF CONSTRUCTION. � DEMO FLOOR PLAN 0,Scale : 1/4" - 1 L-OLL 07 REMOVE STAINLESS STEEL CLADDING FROM SALES FLOOR WALL, PATCH/ REPAIR DRYWALL AS REQUIRED. AEXISTING LAVATORY AND MIRROR TO BE REMOVED AND RELOCATED, REFER TO A-7.0 FOR MORE 111 1 it 1 I lim7 111 INFORMATION. REWORK PLUMBING AS REQUIRED. w \ \ C. EXISTING TOILET TO BE REMOVED AND RELOCATED, REFER TO A-7.0 FOR MORE INFORMATION. REWORK PLUMBING AS REQUIRED. 0 00 w Lo \\ < U < I> - ....._ ❑ ❑ ❑ U 2 W O ( 0 1/ 0 0 iiSi...4 .. ,,,-.. (...) .H O F- 01 Q 0 0 ❑ -❑ DEMOLITION CEILING PLAN KEY NOTES II I ❑ 1 1Si r--. 01 EXISTING CEILING GRID AND TILES TO REMAIN. These drawings/specifications are the property of Kamus+Keller.They are - - - - -- - - -- — — — — L - - - 01 02 REMOVE EXISTING CEILING GRID AND TILES AT THIS AREA. furnished as contract documents only. The seal(s)and signature(s)apply only to the documents to which they 03 REMOVE EXISTING GYPSUM BOARD CEILING AT THIS AREA. affixed,and expressly displaim any ,'' 03 responsibility for all other plans, specifications,estimates,reports or other documents or instruments I4' relating to or intended to be used for �j= any part or parts of the architectural or - engineering project.Additionally these drawings and seal(s)shall in no way 7 I 01 convey or imply any time of warranty or certification relating to the _ —I— _ _ _ I • performance of products nd materials I1 .0.40.t""I'- beyond those provided by their respective manufacturer. ® -I . PROJECT NO. 1 . _ _ - - _1 _. . . 18.0558.01 V e (NIC) F— w ❑ n ❑ _, uJ DRAWN/REVIEWED PT/MS-AB I DATE/ISSUE - - - , IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL WALLS, FIXTURE LAYOUT, 12/20/2018 �I I� AND KEYNOTES IN CONFLICT PRIOR TO CONSTRUCTION. IT IS THE GC RESPONSIBILITY TO COORDINATE ALL TRADES. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES OCCUR. FAILURE TO DO SO WILL RESULT IN CONTRACTOR OWNING ALL RESULTING ISSUES. SHEET TITLE DEMO PLAN 2 DEMO CEILING PLAN SHEET NO. Scale : 1/4 = 1 -0 A- I . 0 ISSUE DATE KEY NOTES SHEET NOTES III11 11 11 II I N / 01 REFERENCE INTERIOR ELEVATIONS ON A-6.0 FOR PAINT LOCATIONS, TYP. • GC TO INSTALL FIRE RETARDANT BLOCKING AS REQUIRED FOR ALL CASEWORK, SHELVING, COUNTERTOPS & I T 07 OWNER PROVIDED EQUIPMENT 11 02 EXISTING RESTROOM TO BE UPGRADED FOR ADA COMPLIANCY, REFER TO A-7.0 FOR MORE • PATCH CONCRETE SLAB AS REQUIRED TO CONDUIT INSTALLATION. SEE ELECTRICAL FOR EXTENT OF 0 INFORMATION. REWORK FINISHES AS REQUIRED, MATCH EXISTING. TRENCHING, WHERE APPLICABLE. • ALL DIMENSIONS ARE FINISH TO FINISH UNLESS NOTED OTHERWISE. 03 PROVIDE FIRE EXTINGUISHER 2A-10BC AS REQUIRED BY LOCAL CODES. MOUNT @ 42"TO 52" FROM • MAINTAIN EXISTING FIRE RATINGS AT TENANT SEPARATION WALLS DURING DEMO/CONSTRUCTION ACTIVITIES. FINISHED FLOOR TO THE TOP OF EXTINGUISHER. • SEE INTERIOR ELEVATIONS ON SHEET A-6.0 FOR ALL WALLS WHERE NO FINISH OR BASE IS INDICATED. F — — —I ( 03 • PAINT ALL SALES FLOOR DOORS AND FRAMES (ALUMINUM STOREFRONT NOT INCLUDED)TO MATCH ADJACENT 04 PROVIDE TACTILE"EXIT" OR"EXIT ROUTE"SIGN AT 60"A.F.F PER SECTION 1011.4 AND 11 B-216.4 OF 2016 WALL COLOR, USING A SEMI-GLOSS FINISH UON CALIFORNIA BUILDING CODE. REF#3/D-1.0. • ALL GWB COLUMNS, IF APPLICABLE, ARE TO BE PAINTED P-1. • ALL WALLS TO HAVE SMOOTH FINISH. 05 PROVIDE SIGN ABOVE MAIN EXIT DOOR STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". USE 1" HIGH LETTERS WITH CONTRASTING BACKGROUND. 06 ALL WALLS TO HAVE SMOOTH FINISH. LEVEL 5 FINISH REQUIRED. LEGEND O -- SALES FLOOR 07 INFILL OLD DRIVE-THRU WINDOW AS SHOWN; ADD BLACKOUT VINYL PRIOR TO INFILL. 100 08 KEEP EXISTING FLOORING; PATCH WHERE LOW WALL REMOVED. ! EXISTING WALL TO REMAIN. O NEW INTERIOR SUITE WALL TENANT ®i PARTITION. FLOOR TO 6"ABOVE CEILING. ri PROVIDE ISA SIGNAGE AT ENTRANCE DOOR, LOCATED AT THE RIGHT SIDE OF THE DOOR AT 40"TO 70" h EXISTING DOOR- NEW DOOR DRYWALL TAPED SMOOTH TO RECEIVE OPEN OFFICE AFF PER SECTION 11 B-703.5.5 OF 2016 CBC. ASSEMBLY PAINTING. REFER TO DETAIL#1/D-1.0 101 n PROVIDE CONTINUOUS UNISTRUT, ATTACHED TO STUDS, AT 1'-1"CL AND 8'-0" CL AFF BEHIND WALL T T "ALIGN" SYMBOL FIXTURE. REFER TO A-5.0 FOR WALL FIXTURE LOCATIONS. i 2 M 2 i 1011061101 O, o I— STORAGE M HPROVIDE BLACKOUT VINYL AS REQUIRED. 7 ._o N N 103 ` O To F u: FINISH SCHEDULE s p, = e ECY co E .` U N O O � O ROOM# 1 ROOM NAME FLOOR BASE WALL CEILING COMMENTS C6 ',7- oi __ . v 100 SALES FLOOR CPT-2 RB 1 P 1, P-5 EXTG. SEE FINISH PLAN AND uo 3 CPT-4 INTERIOR ELEVATIONS. — — —I 101 I OPEN OFFICE EXTG. I EXTG. I P-5 I EXTG. I 2 I ® 102 RESTROOM EXTG. I EXTG. I EXTG. I EXTG. m o 1 103 I STORAGE EXTG. I EXTG. I EXTG. I EXTG. 0 1 •_ J I I I I I I i w o � I z 1 0 / \ NOTE#1: TOILET ROOMS MUST COMPLY WITH LOCAL CODES FOR FLOOR AND WALL FINISH. C = o, Ni s— 0 n n °' 1 I RESTROOMI (NIC) w FINISH LEGEND `\ 102 1 w IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL WALLS, FIXTURE LAYOUT, 02 / AND KEYNOTES IN CONFLICT PRIOR TO CONSTRUCTION. IT IS THE GC RESPONSIBILITY TO 1 _ _ _K _ COORDINATE ALL TRADES. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES OCCUR. WALL PAINT: SF,D ARC 04 FAILURE TO DO SO WILL RESULT IN CONTRACTOR OWNING ALL RESULTING ISSUES. H y1 1 , 05 p MANF: BENJAMIN MOORE p MANF: SHERWIN WILLIAMS p MANF: BENJAMIN MOORE ciO�N K9rt7 �� — — _ 1 COLOR:"DEEP SPACE" 4 COLOR: "CITYSCAPE" 6 COLOR: "HORIZON" J G��� CODE: #2125-20 CODE: OC-53 * �r CODE:#SW 7067 C 20 97 �� I 9--XJ rFXJ FINISH: EGG SHELL FINISH: EGGSHELL FINISH: SEMI GLOSS % _ , (GREY WALLS-SALES) (SALES FLOOR COLUMNS) Og p MANF: BENJAMIN MOORE p MANF: BENJAMIN MOORE OF AL Alk 2 COLOR: "DEEP SPACE" 5 COLOR: "HORIZON" A-7.0 • 25' 3" CODE:#2125-20 CODE: OC-53 FINISH: SEMI GLOSS FINISH: EGGSHELL 39-9 - (BOH DOORS/FRAMES) (WHITE WALLS) FLOOR PLAN Scale . 1/4 = 1 -0 DOOR SCHEDULE L I 11 11 111 1 DOOR FRAME MARK WIDTH HEIGHT THICKNESS TYPE MATERIAL HEAD JAMB MATERIAL TYPE HARDWARE GROUP COMMENTS 000 100 3'-0" 7'-0" 1 3/4" E Existing Existing Existing Existing Existing Existing I I III 0) 101 3'-0" 7'-0" 13/4" A WD-SC 8/D-1.0 9/D-1.0 STL/KD F1 HW3 I I H U 102 3'-0" 7'-0" 1 3/4" A WD-SC 8/D-1.0 9/D-1.0 STL/KD F1 HW6 I GC to provide door closer, privacy lock and restroom signage per local codes. I < < 103 3'-0" 7'-0" 1 3/4" E Existing Existing Existing Existing Existing Existing I I 11 CL (E): EXISTING TO REMAIN. I W Ct FOR TYPICAL DOOR CLEARANCES REFER TO#6/D-1.0 O 2 1. DOORS, DOORWAYS,AND GATES PROVIDED USER PASSAGE SHALL BE PROVIDED IN ACCORDANCE WITH CBC 11B-206.5 2. DOORS, DOORWAYS,AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE I1 100 SHALL COMPLY WITH 11 B-206.5 �.J 3. DOOR HARDWARE-EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE I- SALES FLOOR WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4. IN BUILDINGS IN GROUP A HAVING AN OCCUPANT LOAD OF 300 OR LESS,GROUPS B, F, M AND S,AND IN PLACES OF RELIGIOUS WORSHIP,THE MAIN EXTERIOR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY-OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED:THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED.A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING:THIS DOOR TO REMAIN 08 UNLOCKED WHEN BUILDING IS OCCUPIED.THE SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROUND.THE USE OF THE KEY-OPERATED LOCKING DEVICE IS REVOCABLE BY THE BUILDING OFFICE OR DUE CAUSE. 5. HANDLES, PULLS, LATCHES, LOCKS,AND OTHER OPERABLE PARTS ON DOORS AND GATES THAT ARE IN A PATH OF TRAVEL SHALL COMPLY WITH THE FOLLOWING: OPEN OFFICE 5.1. MINIMUM 34 INCHES AND MAXIMUM 44 INCHES ABOVE FINISHED FLOOR OR GROUND(11.B-404.2.7) 101 5.2. OPERABLE WITHIN FORCE LIMITS(CBC 11.B-404.2.9) 5.3. OPERABLE WITH ONE HAND,AND WITHOUT TIGHT GRASPING, PINCHING,OR TWISTING OF THE WRIST(CBC 11.B-404.2.9) 5.4. MAXIMUM 5 POUNDS OF FORCE TO OPEN ANY DOOR OR GATE. (CBC 11.B-404.2.9) 'I P-5 (WHITE) 6. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH OF These drawings/specifications are the STORAGE THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES.CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED.CBC 11 B-404.2 property of Kamus+Keller.They are 103 furnished as contract documents only. 7. PUBLIC ACCOMMODATIONS SHALL MAINTAIN IN OPERABLE WORKING CONDITION THOSE FEATURES OF FACILITIES AND EQUIPMENT THAT ARE REQUIRED The seals)and signatures)apply TO BE ACCESSIBLE TO AND USEABLE BY PERSONS WITH DISABILITIES. ISOLATED OR TEMPORARY INTERRUPTIONS IN SERVICE OR ACCESSIBILITY DUE TO MAINTENANCE only to the documents to which they L _ OR REPAIRS SHALL BE PERMITTED. (CBC SECTION 11 B-108). affixed,and expressly displaim any responsibility for all other plans, specifications,estimates,reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering project.Additionally these W" DOOR TYPES FRAME TYPES drawings andseal(s)shallinnoway HARDWARE GROUP- HW6 (PRIVACY WITH CLOSER) HARDWARE GROUP HW3 (PASSAGE WITH CLOSER) convey or imply any time of warranty or certification relating to the d I / ITEMS MFR MODEL performance t oo e products da bytheir materials ITEMS MFR MODEL beyond those provided b their 1 1/2 PR BUTTS STA FBB179-4 1/2 X 41/2 respective manufacturer. 1 112 PR BUTTS STA FBB179-41/2 X 41/2 Aikel: I 1 PRIVACY LOCKSET BES 93KON1DO S3 626 1 PASSAGE BES 93KON1DO S3 626 PROJECT NO. HOLLOW METAL • — — — — / KNOCK DOWN 1 CLOSER QUA D3550-SB 1 CLOSER STA D3550-SB 18.0558.01 — FRAME1 KICKPLATE QUA 10"X 2"LDW 16GA SST 1 KICKPLATE QUA 10"X 2"LDW 16GA SST 1 STOP STA 431 ES 1 STOP QUA 431 ES 3 SILENCER GJ GJ64 / — 7 A •-,--'u 1 COAT HOOK BBR B-6707 3 SILENCER GJ GJ64 � ill , 1 RESTROOM (NIC) 1- w PT/MS-AB 102 w j 1 KICKPLATE N _ i P P-1 (GREY) TYPE 'A' MANUFACTURER LEGEND i FLUSH DOOR F1: 2" HEAD DATE/ISSUE F2: 4" HEAD STA STANLEY HARDWARE BES BEST LOCK QUALITY 12/20/2018 QUA HARDWARE GJ GLYNN-JOHNSON NGP NATIONAL GUARD PRODUCTS IVE H.B. SHEET TITLE A/R IVES PARTITION/FINISH PRE ADAMS/RITE PRECISION ELM HARDWARE ELMES DOOR PLAN •--) ARM HARDWARE ARM A DOR DS HARDWARE DOORSCOPE SHEET NO. ® FINISHPLAN A-2 . O Scale . 1/4 = 1 -0 ISSUE DATE SHEET NOTES • LIGHT FIXTURES ARE TO BE CENTERED ON CEILING PANELS UON, WHERE APPLIES. • ALL SALES FLOOR LIGHT FIXTURES ARE TO BE ORDERED THROUGH GRAINGER PER NATIONAL AGREEMENT, Ii II ii 1 WHERE APPLIES. I _ • ALL EXISTING DIFFUSERS & RETURN AIR GRILLES ARE TO REMAIN IF APPLICABLE. REWORK AS REQUIRED PER '— 1\�������\ ; NEW CEILING LAYOUT. r • GC TO VERIFY LIGHT QUANTITIES AND FIXTURES WITH QUANTITIES LISTED ON DRAWINGS. I I I . —\ • PROVIDE 100 LUMEN BATTERY BACKUPS IN EMERGENCY FIXTURES WHERE INDICATED ON DRAWINGS. • QUANTITY OF EMERGENCY FIXTURES (FD2-EM)ARE TO BE DETERMINED BY QUALIFIED ENGINEER. QUANTITY SHOWN MAY VARY. 0 I OPEN OFFICE I SALES FLOOR v w� 101 100 LEGEND [M cr) (./) ciL I -- I NOT TO SCALE (+0'-0") INDICATES CEILING HEIGHT N, ° ° ° ° \. ° . . 11,(111 • • INDICATES ES GRAPHICS FACE) — • ® (E) EMERGENCY EXIT LIGHT (FILLED REGION �� P - (E)2X2 CEILING GRID AND TILES TO REMAIN. L co- co z�� �� (E)TRACK LIGHTING TO REMAIN. — . ._ ,r 2 2 ^, N W O 6 o El U O F I��'-I' I V IP — W 0) E NN CLG ❑ I (E)2x4 FLUORESCENT LIGHT FIXTURE TO REMAIN. I I (E)2X4 CEILING GRID AND TILES TO REMAIN. (/) 7 o ? j ° . I L_ (E)2x4 FLUORESCENT LIGHT FIXTURE TO REMAIN. p N E r /�_ _ I o U = E 1 ) - o u7 Ov ° . ° STORAGE CO III i I ✓_ `I I rr' L — — — 103 �p (E) HVAC GRILLE TO REMAIN. .Y N EXISTING GYPSUM BOARD CEILING/SOFFIT 2 71 I I ° ° ° ° ° ° I _ ® (E)SPRINKLER HEAD TO REMAIN. N TO REMAIN. o9 3 \\ . . — (E) DOWNLIGHT TO REMAIN. c5 in \\ ° ° ` ` �} NEW GYPSUM BOARD CEILING, REF.#4/D-2.0 �\ . . . . O7 — (E)SPEAKER TO REMAIN. fI?- , .• o e _ _ [� (E) EMERGENCY LIGHTING TO REMAIN. m `U 44 I ° . °I ° . ° II II \ / o (I (6(6 O2 I ' `I ° ° I I _ NEW 2x4 CEILING GRID AND TILES. m N I SUGGESTED APC-3. SEE FINISH LEGEND ON >� m °c 1r ❑ / \ > N N — J ON A-2.0. FIRE/LIFE SAFETY EQUIPMENT TO s J �LL II= REMAIN. REF.#1/D-2.0 r-gRESTROOM (NIC) w 102 ❑ ❑ w � KEYNOTES ��o��H kgti�2‘ — (2)D v 3 O FIXTURE BELOW-SEE DRAWING#2 ON A-2.0 FOR MORE INFORMATION AND EXACT PLACEMENT. �r C- 20 97 �r CLGO 4 L_im, ! , I IO2 EXTEND EXISTING GYPSUM BOARD CEILING AS REQUIRED PER NEW RESTROOM LAYOUT. 92' 0 I I I ?Uji(SUji O PROVIDE 2 DATA PORT IN T-BAR GRID CEILING FOR SHOPPERTRAK, FURNISHED AND INSTALLED BY OTHERS. CENTER OVER ENTRY DOOR. O CLEAN AND RE-LAMP EXISTING LIGHTS THROUGHOUT AS NEEDED. O REPLACE ALL DAMAGED OR DISCOLORED CEILING TILES. O PROVIDE CEILING MOUNTED DATA OUTLET FOR ACCESS POINT. w I REFLECTED CEILING PLAN Scale . 1/4" = 1 r-O" O7 COOPER SOFFIT AT SALES FLOOR: DEMO AND ESTEND CEILING GRID, OR REMOVE COPPER CLADDING AND 0 CO REFINISH WITH SMOOTH GYPSUM (GC&AT&T PM TO PRICE BOTH AND DECIDE). I— (/) w Q 0) < U < U 2 W O � 0 0 CO E 06 H- Q These drawings/specifications are the property of Kamus+Keller.They are furnished as contract documents only. The seal(s)and signature(s)apply only to the documents to which they affixed,and expressly displaim any responsibility for all other plans, specifications,estimates,reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering project.Additionally these drawings and seal(s)shall in no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 18.0558.01 l DRAWN/REVIEWED PT/MS-AB LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE OVER SPRINKLER AND MECHANICAL DESIGN. DATE/ISSUE RELOCATE SPRINKLER HEADS AND HVAC GRILLES AS REQUIRED. 12/20/2018 SHEET TITLE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL WALLS, FIXTURE LAYOUT, REFLECTED AND KEYNOTES IN CONFLICT PRIOR TO CONSTRUCTION. IT IS THE GC RESPONSIBILITY TO CEILING PLAN COORDINATE ALL TRADES. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES OCCUR. FAILURE TO DO SO WILL RESULT IN CONTRACTOR OWNING ALL RESULTING ISSUES. SHEET NO. A-3 . O ISSUE DATE SHEET NOTES 3'-1" • GC TO PROVIDE ALL WIRING IN FULL COMPLIANCE WITH THE MOST CURRENT AT&T IT STANDARDS. III 11 II IIRFP V2.5 OR HIGHER. • ELECTRICAL INFORMATION SHOW FOR REFERENCE ONLY. REFERENCE ELECTRICAL DRAWINGS FOR V V �� ������ f1 Q +1 2 ENGINEERING DESIGN INFORMATION. (E) (E) (E) I (E) (4)D • DATA OUTLET INFORMATION SHOWN FOR LOCATION REFERENCE ONLY. REFERENCE ELECTRICAL (1)D n DRAWINGS FOR ADDITIONAL INFORMATION. r@ (E)'• • PROVIDE PULL STRINGS IN ALL VOICE/DATA OUTLET CONDUIT. (E) _ • GROMMET LOCATIONS TO BE COORDINATED THROUGH GC WITH OWNER. `4),‘• 0- • IF ELECTRICAL CONTRACTOR NOT PROVIDING DATA/VOICE CABLING, THEN INSTALL PULL STRING 8 WITHIN EACH CONDUIT FOR LATER INSTALLATION BY CABLING VENDOR. b eALL EXISTING ELECTRICAL OUTLETS UNDER 24"AFF TO BE LEFT AS CONVENIENCE OUTLETS. ALL o FACEPLATES TO BE WHITE- REPLACE AS REQUIRED. NO ELECTRICAL OUTLETS OR DATA J-BOXES U'S SHALL BE LE (EXCEPT CONVENIENCE UTLETS) (E) D - • VERIFY WI BEHIND TH DEALER WHETHER ANY ELECTRICAL OR ATAOADDITIONS ARE NEEDED FOR THE LOCATION OF THE MUSIC EQUIPMENT. 11 1 Q I_ — — J ° ° N • ANY DEALER-PROVIDED SECURITY EQUIPMENT TO BE WHITE IN COLOR ONLY; NOT BLACK. _ • • ALL FLOOR BOXES SHALL BE ORDERED THROUGH GRAINGER. cn C1) • ° ° i<0 • INSTALL SWITCHES THAT ARE INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA 2Q o 08- ,� L(pJ ° a • WITH REGARD TO CONTROLLING THE LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR + — COOLING, HEATING AND VENTILATION EQUIPMENT NO GREATER THAN 4'-0"ABOVE THE FLOOR OR NQ . ° . — . ° . o WORKING PLATFORM TO TOP OF THE ELECTRICAL BOX, OR NO LESS THAN 1'-3"ABOVE THE FLOOR OR tI SALES0F0LOOR WORKING PLATFORM TO THE BOTTOM OF THE ELECTRICAL BOX. • CENTER LINE SALES FLOOR WALL OUTLETS 1 3"AFF (INCLUDES OUTLETS FOR CMK FIXTURES) U.O.N. (OPEN OFFICE • PLACE GRAY POWER/DATA OUTLETS COVERS ON GRAY WALLS &WHITE COVERS AT REMAINING (E)O 101 - 04LOCATIONS. NO3/ CLG 06 C(E) L C)+ 4" . .• ° . . 01 STORAGE fY s= ° •. •• •• . ° fn 103 L / . ° . . ° . .° c� m U ° o U) U \ ° ° -- CO N V C6 Og� LQ�� c Y N0 WH \ p . . o . 92 . o to rn /' 0 2 �\ I C° Imil \ / Ce �<9 �I C = m N N NN C(// — (E\:- = — / \ i� E I!J Q(E) Q _ I RESTROO I �(E) (NIC) l2 w \� 102 I(E) (E) w KEYNOTES (-1) ARctiOQ(E) (2)DDN H Kq�'G�O01 E ELE TRI AL PANEL T REMAIN. J1 05 CLG I * C- 20 97 * 02 PROVIDE REMOTE TRANSFORMER/TIME CLOCK FOR FUTURE EXTERIOR SIGNAGE. COORDINATE WITH O of SIGNAGE VENDOR ON LOCATION IN FIELD FOR POWER. 9/ F :,_,2-- oF ' O A�- 03 WALL MOUNTED RACK PER DETAIL #2 ON THIS SHEET. 02 25' 3" 04 CONVENIENCE OUTLETS AT SALES AREA ARE TO BE APPROVED BY AT&T PM. 39'-9" - 05 PROVIDE 2 DATA PORT IN T-BAR GRID CEILING FOR SHOPPERTRAK, FURNISHED AND INSTALLED BY OTHERS. CENTER OVER ENTRY DOOR. POWER/DATA PLAN 06 PROVIDE DATA OULET FOR ACCESS POINT. Scale : 1/4" = 1'-0" LWJ Ct 07 PROVIDE DATA OULET FOR CAMERA, VERIFY FINAL LOCATION WITH AT&T. 0 CO 08 IF NO EXISTING FLOOR BOX IS AVAILABLE TO POWER FIXTURE, FIXTURE TO BE POWERED FROM CEILING: CD 0) PROVIDE STANDARD SJO CORD WITH STRESS RELIEVER ATTACHED TO DECK-MOUNTED J-BOX, CENTERED W OVER TABLE BELOW. CORD TO PASS THROUGH OPENING IN TABLE, AND PLUG (20A, 125V) IN TO POWER � Q STRIP AFFIXED TO UNDERSIDE OF TABLE. COORDINATE POWER STRIP MOUNTING METHOD WITH AT&T PJM < U < U 2 W O � 0 0coE 06 F- Q ❑0 RACK- KEYED ELECTRICAL NOTES: ❑� These drawings/specifications are the 1 '— '? 8 4" II property of Kamus+Keller.They are H ® 1. EC TO PROVIDE QUADPLEX OUTLET 18"AFF ABD 38" OFF ADJACENT WALL. furnished as contract documents only. The seal(s)and signature(s)apply i ,`7 © 2. EC SHALL PROVIDE 12"X1" BUSBAR. GC SHALL ROUTE A#6 GROUND FROM BUSBAR FOR CONNECTION which they only to the documents to .4 I it ,, TO ELECTRICAL SYSTEM GROUND. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL WALLS, FIXTURE LAYOUT, affixed,andexprentstosplaimany responsibility for all other plans, �♦ �• 3. EC SHALL PROVIDE FLUSH DEVICE BOX AT TYCO CABLING WITH CONDUIT/BUSHING AND PULL STING AND KEYNOTES IN CONFLICT PRIOR TO CONSTRUCTION. IT IS THE GC RESPONSIBILITY TO specifications,estimates,reports or I I U NI other documents or instruments ` , WAMO STUBBED ABOVE FINISHED CEILING. PROVIDE BLANK COVER PLAT WITH 4" HOLE DRILLED IN THE COORDINATE ALL TRADES. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES OCCUR. relating to or intended to be used for WALL II CRACK I -- M0U TED CENTER. z —_ FAILURE TO DO SO WILL RESULT IN CONTRACTOR OWNING ALL RESULTING ISSUES. any part or parts of the architectural or engineering project.Additionally these IT I CK \ 4. GC SHALL PROVIDE AND EXTEND 3" CONDUIT WITH PULL STRING AND BUSHING FROM MDF RACK drawings and seal(s)shall in no way convey or imply any time of warranty C' AREA TO EXISTING PHONE SERVICES. FIELD VERIFY EXACT LOCATION AND ROUTING IN FIELD. or certification relating to the • [�f��} * I I CD - COORDINATE INSTALLATION WITH AT&TCONSTRUCTION MANAGER. performance of products and materials I A D I Cal beyond those provided by their s / :� - I / t t 5. GC SHALL EXTEND EXISTING 2" CONDUIT WITH PULL STRING AND BUSHING FROM MDF RACK AREA TO respective manufacturer. —5 1,l ,_ w ❑3 _I ` p `N r EXISTING WEATHER HEADED PROVIDED BY LL FOR SATELLITE. FIELD VERIFY EXACT LOCATIONS AND PROJECT NO. '� J �T- ♦ _ ROUTING IN FIELD. COORDINATE WITH LL ROOFER IF NOT EXISTING. I9 �� �, `-' I o I 18.0558.01 + I 1I � PROVIDED BY VENDOR POWER/DATA LEGEND 3'-6' CLEAR , � A.�n A. 4' POWER STRIP. (E) INDICATES EXISTING OUTLET TO REMAIN, OTHERWISE IS NEW. DRAWN/REVIEWED 'I B. DUMMY SECURITY PANEL MOUNTED. MEP/HVAC: DRAWINGS SHALL GOVERN PT/MS-AB ' AD CAB I 1 ` ♦ ♦ C. RJJIX EXTENSION OF ALARM LINE, JUST ABOVE CEILING WHERE LOW-VOLTAGE CABLING DUPLEX OUTLET, FLUSH WALL MOUNTED I y ♦ ♦ ♦ I♦ PENETRATION OCCURS. LABEL JACK WITH ONLY THE POTS LINE ASSOCIATED WITH IT. D. SECURITY PANEL MOUNTED ABOVE CEILING. A"+" INDICATES THAT THE OUTLET IS TO BE INSTALLED DATE/ISSUE 1 '-8, 1 /2"/ 1„ \:11 '—51/2„ E. TI SMART JACK/ETHERNET BROADBAND CONNECTION. 9FOURPLEX OUTLET, FLUSH WALL MOUNTEDAT A NON STANDARD HEIGHT. 12/20/2018 \N / F. LEC NETWORK INTERFACE BLOCK, RJ2IX OR 66 BLOCK. l� C COAXIAL OUTLET, FROM SATELLITE TO WALL. G. WALL MOUNTED EQUIPMENT RACK. V DATA OUTLET BY TENANT, FLUSH WALL I , MOUNTED WITH 1" CONDUIT AND PULL SHEET TITLE 01_rA.`1 ELEVATION 1 A STRING. PLACE GRAY POWER/DATA OUTLETS POWER/DATA COVERS ON GRAY WALLS &WHITE PLAN CENTER LINE SALES FLOOR WALL COVERS AT REMAINING LOCATIONS. WALL MOUNTED RACK DETAIL OUTLETS TO BEI' 3"AFF UON. REFER TOA2.0 FOR COLOR Scale : 3/8" = 1 -Ors REFERENCE SHEET NO. A-4 . O ISSUE DATE SHEET NOTES • GC TO INSTALL FIRE RETARDANT BLOCKING AS REQUIRED FOR ALL CASEWORK, SHELVING, COUNTERTOPS &OWNER PROVIDED EQUIPMENT • PATCH CONCRETE SLAB AS REQUIRED TO CONDUIT INSTALLATION. SEE ELECTRICAL FOR EXTENT OF TRENCHING, WHERE APPLICABLE. 4'-6" 11' 11" , 2'-8" , 2'-0" 1, • ALL DIMENSIONS ARE FINISH TO FINISH UNLESS NOTED OTHERWISE. • MAINTAIN EXISTING FIRE RATINGS AT TENANT SEPARATION WALLS DURING DEMO/CONSTRUCTION ACTIVITIES. 1 II II 1 110,, FIXTURE SCHEDULE — SALES FLOOR OPEN OFFICE FFG3-E PPD-E PA1-E FSLS QTY PLAN ID DESCRIPTION 101 �_ 00 0, 1 ENT-8 8 FT ENTERTAINMENT FIXTURE b 9'-0" 7'-3" L / CD `� C� � 9 (MISC.) WALL UNITS Ct_1 4_ - /� CC4_ 1 OEM 4X4 OEM TABLE-SAMSUNG o _1 -1 1 OEM 1 APPLE OEM TABLE-APPLE W J CC ¢ p (n (/) U) � ti a• ° 0 RWT-4 RUNWAY TABLE -4 FT. L M X T� 0 RWT-8 RUNWAY TABLE -8 FT. N y . '2 ID. + o ° ° N e e� _r r _ U N eD p I �z o • _ \ o ° ° LU O 1 MSG-8 MODULAR SEATING GROUP Y - `° O m J ` o To F LL ;) (V I + E U eS to m - l� LL CO ❑ I m I 12- \ 0 0 MD601 HIGH WORKING TABLE i_ c 4 1 MD601 LOW HIGH WORKING TABLE W/ADA E . U . ° O U RI 01 L I Y N Y I - 9 o ° o o ° a SALES FLOOR 7 w STORAGE 1 CREDENZA a 0 a e ° e ° 100 Cf? 103 1 QS QUEUING SCREEN a) 0 (� ° ° ° ° a ° I ❑ 5o i i7 ~ -o f6 I I N a ° o• ia ° a CCTV > o o ° o a a 1 FSLS FULL SERVICE LANDING STATION �� +�_ Q \ SH 2 LU U) \ / O m co co WH 1 CMK CHANGE MAKING KIOSK >� ; NN C � NN LL Q / \ o .0 LO :�— o• 0 0 0 s— J HLL • __ c_ _ — — — 0 AT&T LOGO LOGO-GLOBE ONLY X li oI I 0 LT/SS LEARNING TABLE W/(3)STOOLS. I 1" I - _I 0 LT-LOW/SS LOW LEARNING TABLE W/(3) LOW STOOLS. c,0 AR = con c9 Q _ 2 MFG GRAPHIC UNITS J `/ 0 0 � L t iTh - 2 u w * C- 20 97 * H 4 I RESTROOM b (NIC) w 102 9 2 GC TO VERIFY FIXTURE QUANTITY AGAINST APPROVED SPACE PLAN BEFORE ORDERING. °' - OF ADZ \ \ - - T3" 9' 3" EN N FIXTURE SCHEDULE — BACK OF HOUSE 1 rI QTY PLAN ID DESCRIPTION 1 CCTV CCTV SECURITY CABINET 2' 5" 12'-3" 1 WIT WALL MOUNTED IT RACK 1 iPAD IPAD SECURITY CABINET 1 TD SAFE TIME DELAY SAFE w 1 WC-6 WORK COUNTER 6' O00 0 FIXTURE PLAN 1 WCU-6 WORK UPPER SHELVES 6' V) a) 00, Scale : 1/4" = 1 L-0" 0 BC-8 BREAK COUNTER 8' W 1 LO 0 BCU-8 BREAK UPPER CABINETS 8' Q U Q U 1 LCR-6-LRG LARGE LOCKERS 0 > 0 BT BREAK TABLE WITH 3 CHAIRS ctil = W 0 WB WHITE BOARD 0 LM 0 1 WR WEATHER RADIO 0 co E 0 PB-4 PEG BOARD 4' 1 SAFE SAFE06 1 SH-2 SHELF SYSTEM 2' F- 1 SS SMALL SHRED Q 1 UCR UNDERCOUNTER REFRIGERATOR 1 MW MICROWAVE APPROVED TEST FIT 6 AT&T Gridley,CA These drawings/specifications are the 1653 HWY CA-99,GRIDLEY,CA 95948 West Region STUDIO 2 property of Kamus+Keller.They are furnished as contract documents only. FLOOR PLAN INTSI: DEMO PLAN(NTS): STORE STATS: The seal(s)and signature(s)apply only to the documents to which they \ _ _ Store Level&Grade, STUDIO affixed,and expressly displaim any 4 APPROVED Sales Floor sae 25'-3'Wx32'-0"D responsibility for all other plans, By Bodie Adams at 1:57pm,Nov 15,2018 Descnpaon. AT&T Retail specifications,estimates,reports or Total Useable. at-1 367 SF other documents or instruments Sales Floor6l%' +I-826 SF e ,��,• BOH39%: 386SF relating to or intended to be used for any part or parts of the architectural or —�r FIXTURE QUANTITIES: WALL LEGEND: engineering project.Additionally these Wall Fixtures(4'Bays) drawings and seal(s)shall in no way Wall Units 6 a& convey or imply any time of warranty Entertainment wall: 3 �I or certification relating to the f �o °"`" performance of products and materials Floor Fixtures GENERAL NOTES: beyond those provided by their OEM I Apple Talk1 I.NO SpnnMem,NO Fire Harm respective manufacturer. OEM 4x4 Table 1 2 Ceding 2441148/H1n) JFFea P0e P41a ss , s Device 4x8 Table 1 PROJECT NO. i- - FSLS 1 KEY NOTES&RED FLAGS: IN Entertalnmentseahng 1 •E,sI RRenlareed�mt de 18.0558.01 High Working Table 1 •Na spnnkkrs,needs fire rated wallop 8L (— —I High Working Tablewl ADA 1 BOH. S 5 I I Hr�- CMK 1 •Slanless steel wall paneNo be removed. a L__ T aI •Demo evishngaeppereaffd. ' ' L C- OS 1 •Na breakaunbr. k • I° r— 8 - Graphics IMFG LOGO) 1 •Noddnking founbin. L__'—$ •No break table. DRAWN/REVIEWED '� aa • •Inhllwntlow u required. ' 2 BGHFXIerea $praasaabckaetaadl. PT/MS—AB �i �LL --� CCTV Security Cabinet 1 J I Wall Moumetl IT Rack 1 _ • 1Pad Security Camel 1 PROJECT MANAGER: •I _! B0H P0S counter 1 An'nette Crear 510 508.5945 Y — QMI DSae a05149@aa.Am DATE/ISSUE Safe 1 REVISIONS LOG: 25'-3" =per,I.Q Undercounter Refrigerator 1 TF V2(111418).enlarging beck of Bomb 12/20/2018 u/ senedgehnivaysve,iMr0 window alsaes am 39)_9^ N. Microwave 1 la add more lbw!We Shelving 1 \mfg2 I Pegboard 1 ..jW,iunu=.!+le,,, oiewn b,: MicneA nbeas Plm crttame oo I 1 un( `.»474V,,,.� 550.2165244 wahm1Mid'aam AT&T Retail Stores-2018 Test Fits PRELIMINARYENTDDESIGN-NOTFORCONSTRUCTION pare.tt.14ao18 STUDIO 2 1 SHEET TITLE FIXTURE PLAN IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL WALLS, FIXTURE LAYOUT, AND KEYNOTES IN CONFLICT PRIOR TO CONSTRUCTION. IT IS THE GC RESPONSIBILITY TO COORDINATE ALL TRADES. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES OCCUR. SHEET NO. FAILURE TO DO SO WILL RESULT IN CONTRACTOR OWNING ALL RESULTING ISSUES. Ak5 ■ 0 ISSUE DATE SHEET NOTES • PROVIDE FIRE RETARDANT TREATED BACKING/BLOCKING IN WALL, AS REQUIRED. GC TO COORDINATE BACKING/BLOCKING FOR ALL FIXTURE VENDOR-PROVIDED ITEMS. • FOR ALL ADDITIONAL FIXTURE INFORMATION, SEE A-5.0. • REFER TO FINISH LEGEND ON A-2.0 FOR FINISH DESIGNATIONS. COORDINATE FIXTURE MOUNTING HEIGHT WITH AT&T _$ SALES FLOOR CLG. P-1 _$ SALES FLOOR CLG. P-1 10' 0" i 10'-0" i NI, IFFr I 1 _ I I I-J lir QS III I ° J U o M E, 7 z _$ FINISH FLOOR - - A, .. .. m . _$ FINISH FLOOR y Y 0'-0" LRB-1 FFG3-E PPD-E PA1-E FSLS 0-0 LRB-1 CMK N °' rn E N N .- L C ° S F, U 0 To F u: ELEVATION A ELEVATION B cn C + - � 3 C V) ° E •(p C @ m E L. SALES FLOOR CLG. P-2 P 1 SALES FLOOR CLG. P 1 ali U o cn cii _$ 1H\ _$ 10'-0" 10' 0" i.b. N Y Y L 3 � 0 co cn m r T > E II -III- II m o II r III , II " II II v v II in L -Ilr- II O L J \ m I N !L! ,. N m s �B � J !11! / °� ; •.• •.• — ,� m a—P 5 (WHITE) _$ FINISH FLOOR ,�, r FINISH FLOOR ` ED AR 0'-0" LRB-1 ENT-8' MFG-1 0-0 LRB-1 MFG-2 I ®h-i ISk 0----- 1 L- �__j„._,�'�Q�N H q'�/,�" 0_, II it_./i , w ,,, ,,, _ ELEVATION C ELEVATION D -- m= c-•21397 4 IZISALES FLOOR CLG. P 5 P-2 == ��s ! . _$ 10'-0" ® i IIw\p 'A_Z P-1 (GREY) I — I - 1=1 — - - w I 111M FLOOR/FIXTURE PLAN 0 _$ 0 00 !II SCALE : 3/32" = 1'-0" FINISH FLOORir. �'• • mx • ;� �= .4.. 0 0'-0" AA1-0 AA2-0 FFG1-0 PW1-0 FFG2-0 SA1-0 LRB-1 Li, Q ELEVATION E CC >. 0 ELEVATIONS @ SALES FLOOR 2 w M J SCALE : 1/4 = 1 -0 0 0 NOTE: THESE DOCUMENTS CONTAIN INFORMATION PERTAINING TO THE ARCHITECTURAL SCOPE OF 0 co E WORK ONLY. FOR THIS PROJECT, ENGINEERING DESIGN, DOCUMENT AND SPECIFICATION PREPARATION, AS REQUIRED FOR ALL OTHER DISCIPLINES, HAVE BEEN PREPARED BY OTHERS AND H 0 ARE NOT THE RESPONSIBILITY OF THE ARCHITECT/KAMUS + KELLER. INFORMATION INDICATED ON 06 THESE DRAWINGS/DOCUMENTS SHOWING OR REFERENCING MECHANICAL, PLUMBING OR FIRE F- PROTECTION INFORMATION WHERE IT OCCURS HAS BEEN PROVIDED FOR REFERENCE ONLY. THE Q ENGINEERING DESIGNER, AS LICENSED AND QUALIFIED PROFESSIONALS, UNDER CONTRACT TO OTHERS, SHALL REMAIN SOLELY RESPONSIBLE FOR ALL DESIGN AND APPLICABLE CODE COMPLIANCE MATTERS RELATIVE TO THEIR RESPECTIVE DISCIPLINES. THIS SHALL INCLUDE ADDRESSING AND RESOLVING ANY PLAN REVIEW COMMENTS RELATIVE TO THEIR SPECIFIC SCOPE OF WORK. THE P-5 7 P-5 PROJECT ENGINEERING DESIGNERS SHALL ENDEAVOR TO BRING TO THE ATTENTION OF THE _$ BACK OF HOUSE CLG. BACK OF HOUSE CLG. ARCHITECT/KAMUS + KELLER ANY DESIGN CHANGE OR CODE COMPLIANCE ITEMS IMPACTING THE 10'-0" 10'-0" ARCHITECTURAL SCOPE OF WORK AS EXPEDITIOUSLY AS POSSIBLE. 4' SHELF 6'-0„ BRACKET These drawings/specifications are the SYSTEM property of Kamus+Keller.They are furnished as contract documents only. The seal(s)and signature(s)apply U-6 , = only to the documents to which they s7 1- affixed,and expressly displaim any —— CV _ estimates, responsibility all other plans, specifications, reports or other documents or instruments relating to or intended to be used for FIRI NTE1 O c = any part or parts of the architectural or onally these EN 2'I 0'' drawings and seal(s)shall in no way I I WC-6 E---D �, 1 engineering ognveyror imply any time t. lof warranty _ TC- I I rn �— ] M or certification relating to the FC OPEN N perfbrmance of products and eyorendthose prmovided by their materials beyond those provided their _$ FINISH FLOORS 4FINISH FLOOR 0'-0" RB 1 6.0 1 0'-0" LRB-1 PROJECT NO. 18.0558.01 ELEVATION A ELEVATION B BOH MILLWORK ELEVATION DRAWN/REVIEWED PT/MS-AB Scale : 1/4" = 1'-0" DATE/ISSUE 12/20/2018 SHEET TITLE INTERIOR ELEVATIONS SHEET NO. A-6 . O SANITARY FACILITIES NOTES RESTROOM SIGNAGE ISSUE DATE 1. VERIFY EXISTING -ON DOORWAYS LEADING TO MEN'S SANITARY FACILITIES, AN EQUILATERAL TRIANGLE 1/4 INCH THICK WITH EDGES 12-INCHES LONG AND A VERTEX POINTING UPWARD SHALL BE PROVIDED AND ON DOORWAYS LEADING TO WOMEN'S SANITARY FACILITIES A CIRCLE 1/4 inch THICK AND 12-INCHES IN DIAMETER SHALL BE PROVIDED. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT CENTER LINE OF SYMBOL TO BE A HEIGHT OF 60-INCHES AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE WITHIN 1" OF THE CENTER OF 12 DOOR. SEC. 11 B703.2.E TYP. I J DOOR. UNISEX SANITARY FACILITY SHALL BE IDENTIFIED BY A CIRCLE 1/4"THICK, 12" DIA. WITH A 1/4"THICK TRIANGLE SUPERIMPOSED -- CENTERED IN THE 12" DIA. CIRCLE. / TOILET ROOM DOOR SIGNAGE TO COMPLY WITH SEC. 11B-216.8 2. A WATER CLOSET FIXTURE LOCATED IN A COMPARTMENT SHALL PROVIDE A 28-INCH WIDE CLEAR SPACE FROM A FIXTURE OR A 32-INCH WIDE �' WALL SIGN ON LATCH SIDE OF - /CLEAR SPACE FROM A WALL AT ONE SIDE OF THE WATER CLOSET AND A 48-INCH LONG CLEAR SPACE IN FRONT OF THE WATER CLOSET IF `{/ DOOR. SEC. 11 B 216.2 Ol //" THE COMPARTMENT HAS AN END OPENING DOOR(FACING THE WATER CLOSET). A 60 INCH MINIMUM LENGTH CLEAR SPACE SHALL BE / �x 5 PROVIDED IN A COMPARTMENT WITH THE DOOR LOCATED IN THE SIDE. GRAB BARS SHALL NOT PROJECT MORE THAN 3-INCHES INTO THE �� NOTES: LL 2 • 'WOMEN) 12" TYP. M E; L CLEAR SPACE AS SPECIFIED ABOVE. �.� 1. SIGNS SHALL BE MIN. 1/4" Q WOMEN i MEN "' ALL GENDER-SINGLE USER .l THICK. COLOR SHALL0 I- [I 3. WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR �� CONTRAST WITH DOOR. b TOILET ROOM DOOR SIGN 3/16"THICK BACK PAINTED I _ - LL UNOBSTRUCTED OPENING WIDTH OF 32-INCHES WHEN LOCATED AT THE END AND 34-INCHES WHEN LOCATED AT THE SIDE WITH THE DOOR / 0 ACRYLIC, MATTE FINISH, 1/4" ,- POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. `\ 2. SIGN EDGES SHALL BE io RADIUSED EDGES. B U \ \ ROUNDED, CHAMFERED OR ' O co \ 4. EXCEPT FOR DOOR OPENING WIDTH AND DOOR SWINGS, A CLEAR UNOBSTRUCTED ACCESS NOT LESS THAN 44-INCHES SHALL BE PROVIDED EASED. CORNERS OF SIGNS - "MEN" &"WOMEN" SANS SERIF Ni \ TO WATER CLOSET COMPARTMENTS DESIGNED FOR USE BY THE DISABLED. THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET \\ SHALL HAVE A MINIMUM - N WOMEN UPPERCASE TEXT RAISED COMPARTMENT SHALL BE NOT LESS THAN 48-INCHES AS MEASURED AT RIGHT ANGLES TO THE COMPARTMENT DOOR IN IT'S CLOSED \ \ RADIUS OF 1/8". 1/32" MIN. & 3/4" HIGH, W. TO H.POSITION. X z RATIO OF 3:5 TO 1:1 & STROKE3. WHEN A PICTOGRAM IS 6 W. TO H. RATIO OF 1:5 TO 1:10.5. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL DE A MINIMUM OF 17 INCHES AND A MAXIMUM OF 19 INCHES MEASURED TO THE TOP OF ' PROVIDED, A TEXT u_TOILET SEAT. DESCRIPTOR SHALL ALSO BE \ GRADE 2 BRAILLE W/DOTS 1/10"O.C. IN EA. CELL, 2/10" SPACEPROVIDED. o / 6. TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE DOOR ELEVATION TOILET ROOM WALL SIGN BETWEEN CELLS, & DOTS z = L SHALL BE RAISED 1/40". MIN. o z \ L °' 2 q- WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS, NO MORE THAN 44-INCHES ABOVE r, - - \ N y N`° M THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. co z N5 4'-2" , /-�\ . 3 cn N W Pi) i N N (48_M� r .- F F, 7. WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR SPACE 30-INCHES WIDE X 48-INCHES LONG IN FRONT, WITH A RIM 2.7 I, PROJECTING 17" MIN. A.F.F.. N z z / (24" MIN.) r m 0 :_ 8. A CLEAR FLOOR SPACE 30-INCHES WIDE X 48-INCHES LONG SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW A FORWARD �`' �a, �� 7" 9" Air m .° g Et APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE 0: , oe, Jr Co- ,- �l �� o c> UNDERNEATH THE LAVATORY. L. I r CO (T N m 9. LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 29- INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE 2'' Y c © I'CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30-INCHES IN WIDTH WITH 8-INCHES MINIMUM DEPTH AT THE TOP. TOE �� � N • CLEARANCE SHALL BE THE SAME WITH AND SHALL BE A MINIMUM OF 9-INCHES HIGH FROM THE FLOOR AND A MINIMUM OF 17-INCHES DEEP , . c 3 a2 FROM THE FRONT OF THE LAVATORY. . cp c5 ^ 7; 4.5 E 10. A PROJECTION OF LAVATORY BOWL INTO THE 8-INCH CLEAR SPACE. THEREBY REDUCING THE CLEAR HEIGHT BELOW THE LAVATORY TO NO M `�R i \�/� 29'CLEARMAX. MIN. m o LESS THAN 27-INCHES AT 8-INCHES BACK FROM THE APRON, MEETS THE REQUIREMENT FOR PROVIDING KNEE CLEARANCE. I A,� BELOW SINK v 6 ''' cV 5'-0" v v O 11. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR Bo„ ` 30. �e. MIN. \ / m N N Ni ABRASIVE SURFACES UNDER LAVATORIES. (� ct.E�) 4' 11" C m (56" MAX.) N- J (0 CID I-LL 12. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, % 6' 7" PINCHING OR TWISTING OF THE WRIST, THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. \ / ' .• LEVER-OPERATED, PUSH-TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN. SELF-CLOSING 32 TYP. ADA RR. DIMENSIONS. VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. �Eaq 13. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NOT MORE THAN 40-INCHES FROM THE FLOOR. RESTROOM PLAN �5��HARCyl 14. LOCATE TOWEL, SANITARY NAPKIN, WASTE RECEPTACLES AND ANY OTHER DISPENSERS WITH ALL Scale : 1/2" = 1 -0" J Go 2 OPERABLE PARTS NOT MORE THAN 40-INCHES FROM THE FLOOR. * C- 20397 * Vt 15. LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN 12-INCHES OF THE FRONT EDGE OF THE TOILET SEAT. 9�-N, °„ 16. ALL TOILET ROOM ACCESSORY SHALL BE MOUNTED IN COMPLIANCE WITH ALL APPLICABLE CODES & .m F O ''AO- DISABLED ACCESS REQUIREMENTS. 17. TOILET ROOMS SHALL BE EQUIPPED WITH A MECHANICAL VENTILATION SYSTEM PROVIDING A MINIMUM OF FOUR (4)AIR CHANGES PER HOUR AND TO COMPLY WITH RESPECTIVE CODES. FRP TO MATCH PAINT TO MATCH (E) PAINT GRAB BARS GENERAL NOTES 1. GRAB BARS, FASTENERS AND MOUNTING DEVICES SHALL BE DESIGNED FOR 250 LBS. PER LINEAR FEET LOAD. N 2. GRAB BARS SHALL BE LOCATED ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE PHYSICALLY DISABLED TOILET STALL OR COMPARTMENT AND SHALL BE SECURELY ATTACHED 33-INCHES ABOVE AND PARALLEL TO THE \ w FLOOR. Ct 3. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42-INCHES LONG WITH THE FRONT END POSITIONED 24-INCHES IN O CO FRONT OF THE WATER CLOSET STOOL, AND GRAB BARS AT THE BACK SHALL BE NOT LESS THAN 36-INCHES \ H - LONG. CD 0) 3. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1-1/4 INCHES TO 1-1/2 INCHES \ o W f OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. ' Co H Q 4. IF THE GRAB BAR IS MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL < U < BE 1-1/2 INCHES. / Q >. 0 5. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT SHALL BE FREE OF ANY SHARP OR ABRASIVE II / O ELEMENTS. >- = w 6. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 0 0 co E 7. EDGES SHALL HAVE MINIMUM RADIUS OF 1/8-INCH. 0 8. WHERE LOCKERS ARE PROVIDED, AT LEAST ONE AND NOT LESS THAN ONE PERCENT OF ALL LOCKERS SHALL BE / 06 MADE ACCESSIBLE TO THE PHYSICALLY DISABLED. A PATH OF TRAVEL NOT LESS THAN 36-INCHES IN CLEAR _ I- WIDTH SHALL BE PROVIDED TO THESE LOCKERS AND A CLEAR SPACE FOR A CIRCLE WITH DIAMETER OF ,. m Q 60-INCHES. 6" COVED BASE (E) 6" COVED BASE ENLARGED PLAN KEYNOTES ELEVATION A ELEVATION B 0 EXISTING 1 1/2" DIA. X 42" LONG STAINLESS STEEL GRAB BAR (E) PAINT (E) FRP (E) FRP (E) PAINT MOUNTED 1 1/2" FROM FIN. WALL SURFACE TO RIGID BACKING PER CODE. G.C. TO VERIFY IT IS MOUNTED AT These drawings/specifications are the PROPER ADA COMPLIANT HEIGHT. property of Kamus+Keller.They are furnished as contract documents only. ThO2 EXISTING 1 1/2" DIA. X 36" LONG STAINLESS STEEL GRAB BAR my othes)andsigtatorwh)hthly 4 only to the documents to which they MOUNTED 2" FROM FIN. WALL URFA E T RIGID affixed,and expressly displaim any BACKING PER CODE. G.C. TO VERIFY IT IS MOUNTED ATresponsibilityspecifications,estimates,other plans, estimates,reports or PROPER ADA COMPLIANT HEIGHT. other documents or instruments relating to or intended to be used for any part or parts of the architectural or O 3 EXISTING TOILET TISSUE DISPENSER. FLUSH CONTROL DN engineering project.Additionally these / drawings and seal(s)shall in no way O OPEN SIDE / convey or imply any time of warranty 4 EXISTING RELOCATED MIRROR W/ALUMINUM TRIM. I or certification relating to the I performance of products and materials 12" beyond those provided by their O5 GC TO VERIFY AND IF MISSING PROVIDE SIGNAGE PER CODE. \/ MAX 12„ \/ respective manufacturer. �MAX/- 6 ill 2O EXISTING RELOCATED FLOOR MOUNTED TOILET, TOP OFI, ,, PROJECT NO. SEAT TO BE AT PROPER ADA COMPLIANT HEIGHT. .I 1 n 1°I 1 II 3 C - C9 O NI18.0558.01 O EXISTING RELOCATED LAVATORY, G.C. TO VERIFY IT IS i i MOUNTED AT PROPER ADA COMPLIANT HEIGHT. 0 I O$ GC TO VERIFY AND IF MISSING PROVIDE INSULATION ON ALL co'c? \ 1 . c? ';71- 71- u` v o DRAWN/REVIEWED DRAINS AND EXPOSED PIPES, TYPICAL. co w 7„ 9„ 6 I I Q 2 c-, `' PT/MS-AB b 0NEW MOP SINK. . • m / ' l . m .I m DATE/ISSUE I• �• r I• �• I• 12/20/2018 6 (E) 6" COVED BASE O (E) 6" COVED BASE O9 ELEVATION C ELEVATION D SHEET TITLE RESTROOM ELEVATIONS REPLAN OOM 2 Scale : 1/2" = 1'-0" SHEET NO. A-7 . O TYPICAL SWITCH LOCATION AT 48" USG - SA923 "DRYWALL/STEEL FRAMED SYSTEM" ISSUE DATE • • AFF FOR DOOR WITH SIDELIGHT PULL SIDE TYPICAL LIMITING HEIGHTS - INTERIOR STUD FRAMING TABLE 8 _ _.. l 24" MIN. . CLEAR AT EXTERIOR DOORS Stud Stud Stud Allow. Partition, Partition, Furring, / ./ " REFER TO#5/- FOR CONNECTION TO ROOF DETAIL design. width spacing defl. one layer two layers one layer _ \/ \\\\\\\\\ 1- / 3-5/8"X2OGA STEEL STUD BRACING AT 48"O.C. 18" MIN. E 0 0 CLEAR AT INTERIOR DOORS2 Q ATTACH BRACING TO 25 GA. TOP RUNNER WITH 4#10 SHEET METAL SCREWS co U> 25 gauage (.0179 min.) C� —12 GA. BRACING WIRE. TYP. LIGHT SWITCH LOCATION AT aSSSEEM •�`�!,�♦M INSULATION TO EXTEND 2'-0" BEYOND 158ST25 1 5/8" 16" L/120 10'9"f 10'9"d 10'3"d EACH SIDE OF WALL AS NOTED BELOW. SOLID WALL AT 48"AFF 1- )\ L/240 9'6"d 10'6"d 8'3"d SUSPENDED CEILING L/360 8'3"d 9'0"d 7'3"d CONTINUOUS METAL"L"TRIM EA. SIDE I I I I 24" L/120 8'9"f 8'9"f 8'9"f L/240 8'3"d 8'9"f 7'3"d NOTES: ALL GYP. BD. ( 1 LAYER 5/8"TYPE"X"GYP. BD. EA. SIDE 12" L/360 7'3"d 8'0"d 6'3"d SHEETS ARE TO RUN FROM FLOOR SLAB TO 6"ABOVE MIN. 1 VERTICALLY NO SUSPENDED CEILING / PROVIDE THIS ADDITIONAL 212ST25 2 1/2" 16" L/120 13'9"f 13'9"f 13'9"d JOINTS EXCEPT @ --__ ;__ Z \ SPACE IF DOOR IS EQUIPPED L/240 12'6"d 1316"d 11'0"d STUDS ALL / 3-5/8"x20GA. METAL STUDS @ 16"O.C. FROM WITH BOTH A LATCH AND A PARTITIONS MUST BE FLOOR SLAB TO 6"ABOVE SUSPENDED CLG. /\ CLOSER L/360 10'9"d 11'9"d 9'9"d FIRE TAPE,AND SANDED TOD 20 GA. METAL RUNNER SECURED WITH POWER 24" L/120 11'3"f 13'3"f 11'3"f RECEIVE A PAINT DRIVEN PIN AT 24"O.C. PUSH SIDE L/240 10'9"d 11'3"f 9'9"d FINISH BELOW CONT.ACOUSTICAL SEALANT BOTH SIDES N 2 v N L/360 9'6"d 10'3"d 8'6"d CONCRETE SLAB s. N 0 N o _ N FRONT APPROACH / _ L - 358ST25 3 5/8" 16" f L/120 16 9 f 16 9 16 9 f L/240 16'0"d 16'9"f 14'6"d* t + c „ ,� 3 E TYPICAL DOOR CLEARANCES L/360 140 d 149 d 129 d �� _ � Nco � 6 E . o _ Scale : 1/2" = 1'-0" 24" L/120 13'6"f 13'6"f 13'6"f* NOTES:J OMITTED RI 7 oi L/240 13'6"f 13'6"f 12'9"d* 2- FRAME AND FINISH OPENINGS FOR MECHANICAL&ELECTRICAL SYSTEMS AS REQUIRED AND Y N SPECIFIED ON MECHANICAL/ELECTRICAL DWGS. 3 L/360 12'3"d 13'0"d 11'0"d 3-ACOUSTICAL PARTITIONS SHALL BE CONSIDERED ANY CONTAINING ACOUSTICAL INSULATION. N. 0 TYPE A: NO INSULATION 585 8 20 gauage (.0329 min.) -o co 212ST20 2 1/2" 16" L/120 17'9"d 18'6"d 16'6"d* '� WALL TYPE A m 18 44 L/240 14'0"d 14'9"d 13'0"d* Scale : 1" = 1'-0" \ / o F 7,7 L/360 12'3"d 13'0"d 11'6"d C = m 24" L/120 15'6"d 16'3"f 14'6"d* R8 BATT INSULATION WHERE REQUIRED \ s- - � L/240 12'3"d 13'0"d 11'6"d METAL STUD ICC-ES ESR-2507/ICC-ES ESR-3064P L/360 10'9"d 11'3"d 10'0"d //_ , 3-5/8"x 20GA. METAL FLOOR TRACK SECURED TO FLOOR W/ 1/4"x 2" POWER ACTIVATED DRIVE �� ARC \ 358ST20 3 5/8" 16" L/120 23'0"d 24'0"d 21'9"d* N H /C yl THERMOSTAT * PIN @ 2' 0"O.C. IN ACCORDANCE W/ v�Q� q/� 2• \ AS OCCURS L/240 18 3 d 19 0 d 17 3 d "HILTI"-ESR-1663/LARR#25646 _1,--, G� DOOR OCCURS L/360 16'0"d 16'6"d 15'0"d* / * C- 20397 / - BASE WHERE OCCURS, V) 4 LIGHT SWITCH * \ o \ 24" L/120 20 0 d 20 9 f 19 0 d _ _;, ,,,,,4,, REFER TO FINISH PLAN. 9�P� . L/240 16'0"d 16'6"d 15'0"d* WHERE CARPET OCCURS3i14- • ' A\--\ \ L/360 14'0"d 14'6"d 13'3"d • USG FOOTNOTE: / LIMITING HEIGHT FOR 1/2" OR 5/8"THICK GYPSUM PANELS AND 5 PSF UNIFORM LOAD SILL/PLATE CONNECTION PERPENDICULAR TO PARTITION OR FURRING. USE ONE-LAYER HEIGHTS FORC?)UNBALANCED ASSEMBLIES; USE TWO-LAYER HEIGHTS FOR MULTI-LAYER ASSEMBLIES. Scale : 1" = 1'-0" Q /, FOR FURRING, STUD ATTACHED TO TOP AND BOTTOM RUNNERS AND FREE-STANDING UP Q TO 12-FT. HEIGHT. *STUDS EXCEEDING 12-FT. HEIGHT REQUIRE MID-HEIGHT ANCHOR TO 2 EXTERIOR WALL. ASSEMBLIES WITHOUT FACE PANELS AND CHASE WALL PARTITIONS REQUIRE VERTICAL CROSS BRACES 4FT. O.C. MAX. LIMITING CRITERIA d-DEFLECTION, w z f-BENDING STRESS, v-END REACTION SHEAR. CONSULT LOCAL CODE AUTHORITY FOR LIMITING CRITERIA. CHARACTERS & BACKGROUND OF SIGNS TO BE Lc) NON-GLARE FINISH AND TO CONTRAST WITH 0 OD IMPORTANT: THE "TYPICAL" PHYSICAL AND STRUCTURAL PROPERTIES AND APPLICABLE EACH OTHER. (STANDARD COLOR: WHITE TEXT H TABLES PUBLISHED IN THIS FOLDER REPRESENT CHARACTERISTICS AND/OR STEEL STUDS ON GREY BACKGROUND) COLOR&CONTRAST OF CURRENTLY AVAILABLE FROM A GROUP OF STEEL STUD MANUFACTURES. CONSULT STUD SIGN TO BE DISTINCTLY DIFFERENT THAN COLOR w 1 LO 7 TYP. OUTLETS MOUNTING HEIGHTS MANUFACTURE'S PHYSICAL AND STRUCTURAL PROPERTIES, STUD THICKNESSES AND &CONTRAST OF WALL. E- Q Scale . 1/2" = 1'-0" LIMITING HEIGHT TABLES TO DETERMINE FINAL STUD SELECTION. 0 TO " MA" U Q XN.. EXIT > :,ANS-SERIF UPPERCASE CHARACTERS, RAISED NOTE: GENERAL CONTRACTOR TO PROVIDE ALTERNATE OR EQUAL '� 3/8" MIN..[ 1/32" PER ANSI STANDARDS 2 w PRODUCT MATERIAL SPECIFICATION IF USG SA923 "DRYWALL/STEEL xQ J FRAMED SYSTEM" IS NOT UTILIZED FOR THIS PROJECT. - Z _� M 0 /� < 3/8" MIN. CORRESPONDING GRADE II BRAILLE PER ANSI En V u u STANDARDS 0 o REFER TO PARTITION TYPE Q TYP. LIMITING HEIGHTS `° iio TACTILE SIGNAGE \ NTS Scale : N.T.S. Q HOLLOW METAL FRAME 1 N 2� PLYWOOD E.N. TO EACH BLOCK (4 NAILS MINIMUM) N /� i FLOOR/ROOF SHTG. FLOOR/ROOF SHTG. ;/ Law , 11 4#10 SHEET METAL / 2x CONVENTIONAL OR 1 These drawings specifications are the 71 property of Kamus+Keller.They are SCREWS, TYP. - 3/4"xLVL. BLOCKING MATCHING furnished as contract documents only. / /•\ JOIST DEPTH AT EACH KICKER /•\ 2 <' JOIST ly onhytothedocumed 9tstorwhchphey DOOR AS SCHEDULED •\ W/(3) 16d END NAILS OR (2) .\ affixed,and expressly displaim any ' J / • \ SIMPSON A34's EACH END • \ responsibility for all other plans, i'V \ \ JOIST \\ specifications,estimates,reports or other documents or instruments \ \ \ relating to or intended to be used for \ \ any part or parts of the architectural or (4)#10 SCREWS \ (4)#10 SCREW engineering project.Additionally these TYP. DOOR HEAD \ \ cravings and seal(s)shall in noway 8 \ \ convey or imply any time of warranty or ng to the Scale : 3" = 1'-0" \\ \\, \ \\, performanceloftproduction s and materials beyond those provided by their \ \ /', \ \ respective manufacturer. HOLLOW METAL FRAME \ KICKER @ 4'-0" 0/C PER �9 A PROJECT NO. SECTION A-A W/(4)#10 SCREWS 'rid, 1 TO STUD- PROVIDE (2) KICKERS 1 18.0558.01 JAMB ANCHOR CLIP (4 MIN. PER JAMB) �9���Q 1 MAX. AT JAMBS and MULTIPLE STUDS �F,S, 1 MAX. �' (1 EACH SIDE) �. MTL. STUD PROVIDE DBL STUDS AT + ti OPENINGS W/DOORS GREATER THAN �'9+ cry �f.J C6 DRAWN/REVIEWED OR EQUAL TO 42"AND ALL TENANT J STRONGBACK WHERE REQ'i PT/MS-AB ENTRY DOORS PER SECTION A-A I I\ DATE/ISSUE + I ' \J y ØCONDITION WHERE KICKER IS PERPENDICULAR TO WHERE KICKER IS PARALLEL TO JOIST 12/20/2018 JOIST SPAN ®CONDITION SPAN I �� 400S162-33 STRONGBACK AT 400S162-33 KICKER @ 4'-0" 0/C SHEET TITLE EACH KICKER WHERE LENGTH IS ALTERNATE KICKERS EACH SIDE CONSTRUCTION II > 7'-6"- PROVIDE#10 SCREWS @ AT INTERIOR WALL CONDITIONS DETAILS SHEET 1 16" 0/C TO KICKER(1st SCREW -2 KICKERS MINIMUM PER WALL REFER TO PARTITION TYPE 6" FROM ENDS) SECTION A—A SHEET NO. 9 TYP. DOOR JAMB 5 CONNECTION DETAIL Scale . 3 = 1 -0 Scale. 1 - 1 -0 D 1 . 0 2" BEAM END RETAINING CLIP JOINS MAIN ISSUE DATE BEAM OR CROSS TEE TO WALL MOLDING & , NOTES: 12GA. x 45° BRACING WIRE WITH MIN. 4 WEB OF GRID WITH NO VISIBLE POP RIVETS. 8" MAX./ 1. ALL CEILING LIGHT FIXTURES AND TIGHT TURNS IN 1 1/2"AT BOTH ENDS OF (BERC2) HVAC AIR REGISTERS SHALL BE WIRE. BRACE IN 4 DIRECTIONS SPACED \ \ 1 SUPPORTED BY A MIN. OF (2)TWO ,� AT 90°APART AND AT 12'-0" O.C. EA. WAY. ARMSTRONG STABILIZER HANGERS AT OPPOSITE CORNERS. ALL BRACING WIRES ATTACHED TO MAIN BAR, OR OTHER SUITABLE 6 \o° CEILING SYSTEM SHALL NOT RUNNERS, TYP. SYSTEM, TO KEEP .. ,5 ° e SUPPORT OTHER ITEMS. 1 8" MAX. / / TYPICAL 12 GA. VERTICAL MIN. 3/8" PERIMETER COMPONENTS ° ° \i 2. ALL INTERIOR WALL AND CEILING HANGER WIRE @ 4'-0" FROM SPREADING APART. / �„ ° 6 #12 HANGER WIRE / ` $ ° FINISHES SHALL BE INSTALLED IN O.C. EACH WAY W/ MIN. 3 s.G ACCORDANCE WITH UBC SECTION TIGHT TURNS IN 1-1/2" I ANCHORED TO Ico^ ° e 4203 SHALL BE FLAME SPREAD BOTH ENDS OF WIRE. i-1' STRUCTURE I I I ARMSTRONG CROSS ABOVE OR TO THE 0 , °o CLASS III MIN. "ATTACHED WALL" ° °(� COMPRESSION STRUTS, 2 i TEE WALL ABOVE THE 7. ° ° °\. POP RIVET ° ° � `! 1/2"x 18 GA. METAL STUD -\-1_______ • CEILING a ° J / STRUT AT 12'-0" MAX. EACH MIN. 3/8" ARMSTRONG ° B j �� WAY AND 6'-0" FROM WALLS. / / SHADOW MOLDING ° ° O MIN. 7/8" \ "ATTACHED WALL" e ► -. ‘ FASTEN TO MAIN RUNNER i MAX. 8" BERC2 °° / _ AT THE CONVERGENCE OF 2" BEAM END RETAINING CLIP JOINS °� ° j 45 _ �.0' SPLAYED WIRES AS SHOWN ARMSTRONG ° .�/ / WITH 2 MIN. 1/4" DIA. MAIN BEAM OR CROSS TEE TO WALL °° ��\ L \ CROSS TEE ° SCREWS. COMPRESSION MOLDING &WEB OF GRID WITH NO `►�� VISIBLE POP RIVETS. (BERC2) 4;0„ \ STRUT SHALL NOT REPLACE T /'\ HANGER WIRE. ARMSTRONG STABILIZER I II h •III \ - Yp 2 0" MIN. 3/8" BAR, OR OTHER SUITABLE 1 o 'r�o " \ 2'� O G SYSTEM, TO KEEP \ 1 / LA RR 25032 2"(MAX) FROM BRACING WIRE PERIMETER COMPONENTS 8" MAX. / ESR-1308 �� TO CROSS RUNNERS. FROM SPREADING APART. ARMSTRONG STABILIZER MIN. 3/8" BAR, OR OTHER SUITABLE CROSS RUNNER I II I ' ( ARMSTRONG SYSTEM, TO KEEP f• _ L MAIN BEAM PERIMETER I° ` MAIN RUNNER N - CD CD o I\ ARMSTRONG COMPONENTS FROM :414 �� N N/IIN. 3/8" SHADOW MOLDING SPREADING APART. � " ° � Eo ° ° 1. VERTICAL STRUT: A STRUT + `° co PIlIN. 7/ 8"�/` Q� \I o 0 1 1 ° °. 90° 90° FASTENED TO THE MAIN N ° ° ° °,o ± c, , RUNNER SHALL BE e EXTENDED TO AND E o rn o "UNATTACHED WALL" 0 ° FASTENED TO THE N Ri BERC2 ° STRUCTURAL MEMBERS Y Y ° • °o SUPPORTING THE ROOF OR o SEISMIC DETAILS FOR IBC CATEGORY CDEF SEISMIC RETROFIT ° FLOOR ABOVE. THE STRUT 3 5 �^� N SHALL BE ADEQUATE TO •s Scale : NTS �� Scale . NTS RESIST THE VERTICAL a E COMPONENT INDUCED BY m ° THE BRACING WIRE. T Ti 18 GA. 2 1/2" METAL STUD STRUEISMIC DESIGN CATEGORIES D. SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D SHALL 2. THESE HORIZONTAL \ / m N N (LARR 25132)AT 12'-0" MAX. EA RESTRAINT POINTS SHALL BE \ CD CD DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM 636 AND CISCA FOR WAY AND 6'-0" FROM WALLS. PLACED 12 FEET ON CENTER - J 1-u_ SEISMIC ZONES 3-4 AS MODIFIED BY THE FOLLOWING. SEE DETAIL 1/D-2.0 FOR FASTEN TO MAIN RUNNER AT THE. IN BOTH DIRECTIONS WITH ATTACHMENT TO \ I. A HEAVY DUTY T-BAR GRID SHALL BE USED. ° CONVERGENCE OF SPLAYED THE FIRST POINT WITHIN 6 STRUCTURE ABOVE B. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2". IN MAX. 84WIRES AS SHOWN WITH 2 MIN. 1/4" 0.75"AT TWO FEET FROM EACH WALL. EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE 8: 12'-0" SEISMIC LOCKING PIN AT CROSS DIA. SCREWS. ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL ., ADJACENT WALLS. VERTICAL STRUT (TYP) STD 0) ARc RUNNER TO MAIN RUNNER. AT 412 40" MAX O C EAGE HANGER ICH WAY TYP.A CLOSURE ANGLE.RANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON 6_p" 1 T _ INSTALLATION PER ASCE �CO�N H /Cq 2, NOTE: PIN MAY BE DELETED IF COMPRESSION STRUT FLANGE IS ATTACH TO STRUCTURAL GRIDC. FOR CEILING AREAS EXCEEDING 1,000 SF HORIZONTAL RESTRAINT OF THE CEILING TO THE MAX. I SECTION 13.5.6. •J G� FASTENED TO CROSS RUNNER � ABOVE. FASTEN WITH 3 FULL STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL WOOD DECK 1 z� C- 21397 WITH 1/4" DIA. SCREW. TIGHT TURNS IN 1 1/2"AT EACH RESTRAINTS SHALL APPROXIMATELY EQUAL. ,_ #10 SCREW Q ® END, TYP. 'P NOTE: EXCEPTION: i' '� REFER TO COMPRESSION �7- - ` Z) COMPRESSION I Ku i RIGID BRACES ARE PERMITTED TO BE USED INSTEAD OF DIAGONAL SPLAY WIRES. BRACES i STRUT SCHEDULE '`�'` � CA\�� DOES NOT REPLACE AND ATTACHMENTS TO THE STRUCTURAL SYSTEM ABOVE SHALL BE ADEQUATE TO LIMIT i I T-BAR GRID MAIN RUNNER VERTICAL HANGER RELATIVE LATERAL DEFLECTIONS AT POINT OF THE ATTACHMENT OF THE CEILING GRID TO 1/4" DIA. MACHINE BOLT WIRE. LESS THAN 0.25" FOR THE LOADS PRESCRIBED IN SECTION 13.3.OF MIN. DESIGN LOADS FOR � \ BUILDINGS AND OTHER STRUCTURES. i ,II, ACOUSTICAL CEILING TILES �� A. FOR CEILING AREAS EXCEEDING 2,500 SF, A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 SF SHALL BE COMPRESSION STRUT DETAIL \i A , PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING #10 SCREW 12 GAGE SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM HANGER '4 PENETRATIONS &CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE WOOD DECK STEEL STRAP 1"WIDE x 2" 4,WIRES, j� o B. ANTICIPATED LATERAL DISPLACEMENT. - LONG x 12GA. uJ B. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS i SPLAYED AT 2 1-1/2"-4 TIGHT TURNS VERT. STR T � o 12 GAGE HANGER &OTHER PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE, OR ADAPTER ROUGH THE (TYP. OF 4). WIRE, SPLAYED AT CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. < 12 GA. SPLAYED SEISMIC O FASTEN WITH 2 Q VERTICAL STRUT, TYP.ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1" OF THE CEILING MOVEMENT IN SPLAYED SEISMIC BRACING BRACING WIRE. dj 4 TURNS IN 2" O 4/4, OF 4 ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP PF THE SPRINKLER #10 SCREW EA. END. Q Q HEAD EXTENSION. WOOD DECK > 0 /a. AS AN ALTERNATE TO PROVIDING LARGE CLEARANCES AROUND SPRINKLER SYSTEM Q CEILING GRID PER PENETRATIONS THROUGH CEILING SYSTEMS, THE SPRINKLER SYSTEM AND CEILING SYSTEM & CEILING CLIP "HILTI" OR Q U Q ARCH. DWGS. AND CEILING GRID ARE PERMITTED TO BE DESIGNED &TIED TOGETHER AS AN INTEGRAL UNIT. SUCH EQUAL 13 GA. x 3/4"TURNS. U LARR NO. 22179 �/ A DESIGN SHALL CONSIDER THE MASS AND FLEXIBILITY OF ALL ELEMENTS INVOLVED, O CROSS RUNNER INCLUDING THE CEILING SYSTEM, SPRINKLER SYSTEM, LIGHT FIXTURES & MECHANICAL (HVAC) 3 TIGHT TURNS MAIN RUNNER PLAN VIEW APPURTENANCES. SUCH DESIGN SHALL BE PERFORMED BY A REGISTERED DESIGN = w PROFESSIONAL. 12 GA. VERTICAL WIRE O (Y) 0 U � � TYP. DETAIL AT COMPRESSION STRUT SEISMIC NOTES COMPRESSION STRUT SCHEDULE c� 6 Scale : NTS 3 Scale : NTS Size Allowable Length (L) Q 1/2" Diameter EMT L < 4'-0" 3/4" Diameter EMT L < 6'-0" 1 1/4" Diameter EMT L < 8'-0" Double Metal Studs r_,-1 8'-0" < L < 12'-0" These drawings/specifications are the with minimum 2 screws at each end property of Kamus+Keller.They are furnished as contract documents only. L < 12'-0" : Provide structural design calculations. The toseaes)and signature(s)o apply only the documents to which they affixed,and expressly displaim any Z responsibility for all other plans, specifications,estimates,reports or J \P NOTES: other documents or instruments relating to or intended to be used for _ r I I 1. LATERAL FORCE MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL any part or parts of the architectural or PIPING OR DUCTWORK THAT IS NOT PROVIDED WITH BRACING RESTRAINS FOR HORIZONTAL engineering project.Additionally these drawings and seal(s)shall in no way i i mi i 1 1 11;1 Li FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN convey or imply any time of warranty CEILING EXISTING WALL SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS or certification relating to the performance of products and materials PER A-3.0 TO REMAIN. OR THE ACTUAL LOAD, WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2. beyond those provided by their respective manufacturer. EXISTING GYP. 2. STRUTS OTHER THAN THE ONES LISTED ABOVE MAY BE USED WITH AN EVALUATION PROJECT NO. BD. TO REMAIN. REPORT BY I.C.C. OR OTHER NATIONALLY ACCREDITED TESTING LABORATORY. 18.0558.01 NEW / J < NEW 6" 20 GA. @ 3. ALL 24"X 48" CEILING LIGHT FIXTURES &24"X 24" HVAC AIR REGISTERS SHALL BE PARTITION 16" O.C. JOIST SUPPORTED BY A MIN. OF (2)TWO HANGERS @ OPPOSITE CORNERS. CEILING SYSTEM SHALL SEE 4 < METAL FRAMING. NOT SUPPORT OTHER ITEMS. #1/D 1.0 DRAWN/REVIEWED i , NEW 6" 20 GA. "C" 4. ALL INTERIOR WALL& CEILING FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH ASTM PT/MS-AB CHANNEL TRACK E 84 SHALL BE FLAME SPREAD CLASS III MIN. ATTACHED TO EXISTING AND 5. SPRINKLER HEADS AND OTHER PENETRATION CLEARANCE MIN. 2" DIA. OPENING OR A DATE/ISSUE NEW STUD WALL SWING JOINT 9'-4" WITH 3-#8 x 2-1/4" 12/20/2018 Ot SCREWS. 6. ARMSTRONG ESR#1308 EXPIRES 12/2016 Op SHEET TITLE CONSTRUCTION DETAILS GYP. BOARD CEILING T-BAR CEILING GRID SHEET NO. 4 Scale : 1-1/2" = 1'-0" Scale : 1-1/2" = 1'-0" D_2 . 0 1 ISSUE DATE DIVISION 16 050 BASIC MATERIALS AND METHODS DIVISION 16060 GROUNDING AND BONDING 1.2 CONDUIT SIZE SHALL BE 3/4"MINIMUM. 1.6 RECEPTACLES REQUIRING AMPERAGES,VOLTAGES OR CONFIGURATIONS DIFFERENT FROM THE 1.2b2 INSTALLATION OF EXTERNAL CONTROL DEVICES AND WIRING TO THE CONTROLLER. DUPLEX CONVENIENCE RECEPTACLES ABOVE SHALL BE AS INDICATED ON THE DRAWINGS. 1.3 CONDUIT SHALL BE SECURELY FASTENED IN PLACE. 1.2b3 INSTALLATION OF COMMUNICATIONS CONDUCTORS AND ASSOCIATED HARDWARE. 1.0 NAMEPLATES 1.0 GROUNDING AND BONDING 1.7 PROVIDE OTHER RECEPTACLES OF A QUALITY, MATERIAL AND WORKMANSHIP EQUAL TO THAT 1.4 ALL CONDUIT SHALL BE CONCEALED IN WALLS, FLOOR AND CEILINGS WHEREVER POSSIBLE. SPECIFIED FOR DUPLEX CONVENIENCE RECEPTACLES. 1.3 WARRANTY: MANUFACTURER SHALL WARRANT SPECIFIED EQUIPMENT TO BE FREE FROM DEFECTS 1.1 GENERAL: FURNISH AND MOUNT ON EACH PANEL BOARD/SWITCHBOARD(INCLUDING BRANCH 1.1 GROUND ALL EQUIPMENT PER N.E.C. EXPOSED CONDUIT IN FINISHED AREAS WILL NOT BE PERMITTED. EXPOSED CONDUIT WILL BE IN MATERIALS AND WORKMANSHIP FOR AT LEAST ONE YEAR FROM THE DATE OF INSTALLATION OR SWITCHES), LARGE JUNCTION BOX, SAFETY SWITCH, STARTER, REMOTE CONTROL, PUSHBUTTON PERMITTED IN UNFINISHED AREAS WITH THE SPECIFIC APPROVAL OF THE ARCHITECT. 1.8 PROVIDE COVER OR DEVICE PLATES FOR OUTLET BOXES AS FOLLOWS UNLESS OTHERWISE EIGHTEEN MONTHS FROM DATE OF PURCHASE. STATION,AND ALL SIMILAR CONTROLS A NAMEPLATE DESCRIPTIVE OF THE EQUIPMENT OR 1.2 GROUND ALL DRY TYPE TRANSFORMERS AS PER DRAWINGS AND N.E.C. NOTED: EQUIPMENT CONTROLLED. 1.5 USE FLEXIBLE CONDUIT FOR THE CONNECTION TO RECESSED OR SEMI-RECESSED LIGHTING 2.0 PANELBOARDS 1.3 ALL CONDUITS SHALL CONTAIN A CODE-SIZED GROUND WIRE SIZE PER N.E.C.IN ADDITION TO FIXTURES(6'LENGTH MAXIMUM).USE LIQUID TIGHT METAL CONDUIT FOR ALL CONNECTIONS TO 1.8a FINISHED AREAS:THERMOPLASTIC-COLOR TO MATCH DEVICE. 1.2 PROVIDE BLACK AND WHITE NAMEPLATES CONSTRUCTED FROM LAMINATED PHENOLIC WITH A THE CONDUCTORS SHOWN ON THE PLANS.WHERE CIRCUIT CONDUCTORS ARE INCREASED IN SIZE MOTORS AND OTHER EQUIPMENT SUBJECT TO VIBRATION AND IN AREAS SUBJECT TO MOISTURE. 2.1 ACCEPTABLE MANUFACTURERS:SQUARE D, CUTLER HAMMER,SEIMENS,G.E.FOR PRICING AND WHITE CENTER CORE. LETTERS SHALL BE ENGRAVED IN THE PHENOLIC TO FORM WHITE FOR VOLTAGE DROP,THE GROUND WIRE SIZE SHALL BE INCREASE PROPORTIONATELY. 1.8b UNFINISHED AREAS:ZINC COATED SHEET METAL,ALUMINUM,OR CAST METAL AS ORDERING INFORMATION, PROVIDE EQUIPMENT AS SPECIFIED HEREIN,NO SUBSTITUTIONS LETTERS 3/8"HIGH. FASTEN THE NAMEPLATES WITH SCREWS AND ADHESIVE FASTENER. 1.6 USE WATERTIGHT JOINTS WITH BURIED AND CONCRETE ENCASED CONDUIT.ALL BURIED CONDUIT APPROPRIATE FOR THE TYPE OF BOX. PERMITTED. CONTRACTOR SHALL CONTACT NO LATER THAN 5 DAYS AFTER JOB IS AWARDED TO 1.4 WHERE AN ISOLATED, INSULATED GROUND IS REQUIRED A SEPARATE GREEN GROUND SHALL BE OUTSIDE OF BUILDINGS SHALL HAVE A MINIMUM OF 24"OF COVER.METAL CONDUITS BURIED IN ENSURE LEAD TIMES DO NOT AFFECT PROJECT SCHEDULE. PANELBOARDS SHALL BE ENCLOSED 2.0 MOUNTING ACCESSORIES RUN FROM THE PANEL GROUND BUS TO THE ISOLATED GROUND CONNECTION OF THE DEVICE EARTH SHALL BE PAINTED(TWO COATS)WITH HEAVY ASPHALTUM PAINT. 1.8c EXTERIOR AREAS:COPPER FREE ALUMINUM WITH GRAY,POWDER EPDXY FINISH,GASKET, DEAD FRONT SAFETY TYPE WITH FEATURES AND RATINGS AS SCHEDULED ON THE DRAWINGS. SERVED. IN NO CASE SHALL THE SYSTEM GROUND(WIRE AND ASSOCIATED OUTLET BOXES, WEATHERPROOF, CROUSE-HINDS"WLRD"FOR DUPLEX RECEPTACLES AND WLRS FOR SINGLE 2.1 THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL ANGLE IRON,CHANNEL IRON,RODS, CONDUIT AND BUILDING STEEL)BE ALLOWED TO CONTACT THE ISOLATED GROUND(GREEN WIRE 1_7 SUPPORT RUNS OF CONDUIT AS DETAILED IN THE APPROPRIATE TABLE OF THE NATIONAL RECEPTACLES OR EQUAL. SUPPORTS, HANGERS, CONCRETE OR PLYWOOD REQUIRED TO INSTALL,MOUNT AND SUPPORT AND DEVICE GROUND). ELECTRICAL CODE(NEC). 2_2 PANELS KNOWN AS"LOAD CENTERS"ARE UNACCEPTABLE. ANY ELECTRICAL EQUIPMENT OR DEVICE CALLED FOR ON THE PLANS. 1.8d TELEPHONE COMMUNICATIONS,AND SIGNAL OUTLET PLATES,SHALL MATCH THOSE USED 1.8 INSTALL EXPOSED RUNS OF CONDUIT AND CONDUIT ABOVE LAY-IN CEILING PARALLEL OR FOR RECEPTACLES AND SWITCHES.ALL OUTLET AND/OR JUNCTION BOXES SHALL BE 2.3 MOLDED CASE CIRCUIT BREAKERS SHALL BE AS SCHEDULED ON THE DRAWINGS AND SPECIFIED IN 2.2 SUPPORTING MATERIAL SHALL BE COMPLETE WITH HANGERS,CONNECTORS,BOLTS,CLAMPS,AND DIVISION 16120 - WIRE AND CABLE PERPENDICULAR TO THE WALLS,STRUCTURAL MEMBERS OF INTERSECTIONS OF VERTICAL PLANES COMPLETE WITH A COVER PLATE BY THIS CONTRACTOR. THIS DIVISION. NECESSARY ACCESSORIES TO MAKE A COMPLETE INSTALLATION.SUPPORTING MATERIAL SHALL AND CEILINGS. PROVIDE RIGHT ANGLE TURNS USING FITTINGS OR SYMMETRICAL BENDS.SUPPORT BE GALVANIZED, PAINTED OR OTHERWISE SUITABLY FINISHED.PRODUCTS BY BINKLEY,STEEL CITY CONDUITS WITHIN 1"OF ALL CHANGES IN DIRECTION. 1.8e WHERE DEVICES ARE GANGED,THEY SHALL BE INSTALLED UNDER A COMMON COVER PLATE. 2.4 ALL BUS BARS SHALL BE RECTANGULAR,SOLID COPPER. OR RACO WILL BE ACCEPTABLE. 1.0 WIRE AND CABLE 1.9 IF A CONDUIT IS SUSPENDED, IT SHALL BE SUPPORTED ON TRAPEZE HANGERS WHICH USE 1.9 LOCATE THE SWITCHES APPROXIMATELY 4'-0"ABOVE THE FINISHED FLOOR ELEVATION OR 2.5 SPACE,WHERE SHOWN IN PANEL SCHEDULES, DESIGNATES SPACE FOR FUTURE PROTECTIVE 2.3 ALL SURFACE-MOUNTED EQUIPMENT ON BLOCK WALLS SHALL BE MOUNTED ON 3/4"PLYWOOD "ALL-THREAD"RODS FROM THE STRUCTURAL STEEL.THE USE OF CEILING SUPPORT WIRE OR NEAREST BLOCK COURSE(WITHIN A.D.A. REQUIREMENTS), UNLESS OTHERWISE INDICATED.THE DEVICES AND SHALL INCLUDE BUS AND SUPPORT. BACKBOARD.ALL FLOOR-MOUNTED EQUIPMENT SHALL BE INSTALLED ON A 4"HIGH CONCRETE PAD. 1.1 COLOR CODE CONDUCTORS(EXCEPT CONTROL AND INSTRUMENTATION CONDUCTORS)AS SIMILAR MATERIAL WILL NOT BE ACCEPTED. LONG DIMENSION OF THE SWITCHES SHALL BE VERTICAL. FOLLOWS: 2.6 INSTALL CABINETS SO THAT CENTER OF THE TOP BREAKER DOES NOT EXCEED 6'-6"ABOVE THE 3.0 EXECUTION 120/208 277/480 1.10 INSTALL EMPTY CONDUIT FOR FUTURE USE AS INDICATED ON THE DRAWINGS.CONDUIT SHALL BE 1.10 LOCATE RECEPTACLES APPROXIMATELY 1'-6"ABOVE THE FINISHED FLOOR ELEVATION OR FINISHED FLOOR. COMPLETE WITH JETLINE OR PULL ROPE,JUNCTION/OUTLET BOXES,TILE RINGS AND APPROPRIATE NEAREST BLOCK COURSE(WITHIN A.D.A. REQUIREMENTS), UNLESS NOTED OTHERWISE THE LONG 3.1 THE ELECTRICAL WORK FOR CONSTRUCTION PURPOSES SHALL CONFORM TO ALL FEDERAL(OSHA), COVER PLATES. DIMENSION OF RECEPTACLES SHALL BE VERTICAL. 2.7 ENTRIES ON DIRECTORY CARDS SHALL BE TYPED,COMPLETE AND ACCURATE. STATE,ALL SPECIFIC SAFETY REQUIREMENTS AND THE CURRENT EDITION OF THE NEC. PHASE A BLACK BROWN 1.11 PROVIDE PITCH POCKETS WHERE CONDUITS PENETRATE THE ROOF. 2.8 ALL BOLTED CONNECTIONS SHALL BE TORQUED IN ACCORDANCE WITH MANUFACTURERS A-,L 3.2 CHECK THE HVAC AND PLUMBING SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS AND INCLUDE PHASE B RED ORANGE STANDARDS. Li Z THE SAME IN THE CONTRACT COST. 1.12 THREAD LUBRICATION/SEALANT IS REQUIRED ON OUTDOOR AND UNDERGROUND THREADED ti U METAL JOINTS. 2.9 ELECTRICAL CONTRACTOR SHALL ARRANGE CIRCUITS AS NEAR AS POSSIBLE TO CIRCUIT NUMBERS PHASE C BLUE YELLOWS a) h. 3.3 EQUIPMENT CONNECTIONS,STARTERS, DISCONNECT SWITCHES,CONTROL TRANSFORMERS AND ON THE DRAWINGS.AT COMPLETION OF JOB, ELECTRICAL CONTRACTOR SHALL TAKE CURRENT U rn 0.1 PUSH-BUTTON STATIONS FOR THE EQUIPMENT FURNISHED BY THE OWNER OR UNDER A SEPARATE 1.13 INSTALL FIRE SEAL FITTINGS WHERE CONDUITS PENETRATE CONCRETE FLOOR SLABS OR READING CHECKS OF RESPECTIVE PHASES.A MINIMUM OF CIRCUIT CONNECTIONS SHALL BE Z CU d CU NEUTRAL WHITE GREY MASONRY WALLS REQUIRED TO BE FIRE RATED. DIVISION 16410 - SAFETY SWITCHES REARRANGED TO BALANCE AS CLOSELY AS POSSIBLE,THE LOAD IN THE PANEL. +' N- W �O (U CONTRACT SHALL BE INSTALLED AND CONNECTED UNDER THIS DIVISION,AS INDICATED ON THE a o ,� _1 CONTRACT DRAWINGS. a) C X GROUND GREEN GREEN 1.14 HORIZONTAL PORTION OF CONDUIT EXPOSED ON THE ROOF AND FEEDING EQUIPMENT SHALL NOT 2.10 ALL BREAKERS SHALL BE BOLT-ON TYPE. I tL X 1 73 in 3.4 ALL CUTTING, PATCHING, EXCAVATING, BACK FILLING AND CONCRETE WORK RELATED TO THIS BE MORE THAN 5'-0"UNLESS THE WRITTEN APPROVAL FROM ARCHITECT OR ENGINEER IS 1.0 SAFETY SWITCHES Q LAO (+) CONTRACT WILL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.THIS CONTRACTOR 1.1a #12 AND#10 CONDUCTORS SHALL HAVE CONTINUOUS INSULATION COLOR,AS LISTED ABOVE. OBTAINED. 2.11 PROVIDE(3)SPARE 1"CONDUITS INTO ACCESSIBLE CEILING SPACE WHERE PANELS ARE 4* tL _7 >' N- ai SHALL ASSUME THE RESPONSIBILITY OF PROVIDING THE SLEEVES,CHASES AND OPENINGS 1.1 SAFETY SWITCHES SHALL BE THE ENCLOSED HEAVY-DUTY TYPE(TYPE HD)WITH QUICK-MAKE, FLUSH-MOUNTED. tv LA NECESSARY FOR THE ELECTRICAL INSTALLATION AND FOR THEIR REPAIR IN AN ACCEPTABLE 1.1 b CONDUCTORS LARGER THAN ABOVE,WHICH DO NOT HAVE CONTINUOUS INSULATION COLOR 2.0 PULL AND JUNCTION BOXES QUICK-BREAK MECHANISM AND EXTERNAL PAD LOCKABLE OPERATING HANDLE. I-, CO 4 � OJ MANNER,AS DETERMINED BY THE ARCHITECT.ALL HOLES SHALL BE CORE-DRILLED.PROVIDE FIRE SHALL BE COLOR CODED BY APPLICATION OF AT LEAST TWO LAPS OF COLORED TAPE ON 3.0 DISTRIBUTION PANELS U STOP IN ALL OPENINGS CREATED THROUGH FIRE-RATED WALLS, FLOORS,OR CEILINGS. EACH CONDUCTOR AT ALL POINTS OF ACCESS INCLUDING JUNCTION BOXES.COLOR TAPE 2.1 INSTALL PULL AND JUNCTION BOXES WHERE SHOWN ON THE DRAWINGS,AND WHERE REQUIRED 1.2 SAFETY SWITCHES SHALL BE RATED FOR 240 OR 600 VOLTS AS APPLICABLE.THEY SHALL BE SHALL BE THE EQUAL OF 3M PRODUCTS SCOTCH#35. FOR CHANGES IN DIRECTION,AT JUNCTION POINTS,AND TO FACILITATE WIRE PULLING.FURNISH HORSEPOWER RATED WHEN USED IN MOTOR CIRCUITS. 3.1 ACCEPTABLE MANUFACTURERS:SQUARE D, CUTLER HAMMER,SEIMENS,G.E.. FOR PRICING AND ■is.:!4" :riilN 3.5 THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED ACCESS PANELS BOX SIZES IN ACCORDANCE WITH NEC UNLESS LARGER BOXES ARE INDICATED. ORDERING INFORMATION, PROVIDE EQUIPMENT AS SPECIFIED HEREIN,NO SUBSTITUTIONS ./i�;`� �,;• 1.1c CONDUCTORS SHALL BE SOFT ANNEALED COPPER INSULATED FOR 600 VOLTS UNLESS 1.3 SAFETY SWITCHES SHALL BE FUSIBLE OR NON-FUSIBLE 2,3 OR 4 POLE AS INDICATED ON THE PERMITTED.CONTRACTOR SHALL CONTACT NO LATER THAN 5 DAYS AFTER JOB IS AWARDED TO oo 1 . ,;� NECESSARY FOR HIS WORK, COORDINATE WITH ARCHITECT PRIOR TO INSTALLATION. ♦,, SPECIFICALLY INDICATED OTHERWISE.ALUMINUM CONDUCTORS ARE NOT ALLOWED ON THIS 2.2 PROVIDE STEEL BOXES AND REMOVABLE COVERS OF CODE GAGE,HOT ROLLED SHEET STEEL, HOT DRAWINGS. ENSURE LEAD TIMES DO NOT AFFECT PROJECT SCHEDULE. DISTRIBUTION PANELS SHALL BE DEAD 4w A ;��� 4.0 MATERIALS AND WORKMANSHIP PROJECT. DIPPED GALVANIZED INSIDE AND OUTSIDE, FOR ABOVE GROUND WORK.FURNISH WEATHERPROOF FRONT TYPE WITH FEATURES AND RATING AS SCHEDULED ON THE DRAWINGS. 4s.. J , . 4i BOXES WHEN INSTALLED ABOVE GROUND OUTSIDE. 1.4 SAFETY SWITCHES SHALL BE SINGLE THROW UNLESS OTHERWISE INDICATED ON THE DRAWINGS. ���� ad �;• 4.1 ALL WORK SHALL BE INSTALLED IN A PRACTICAL WORKMANLIKE MANNER BY MECHANICS SKILLED IN 1.2 INSULATION TYPE SHALL BE TYPE THW FOR WIRE SIZES#8 AWG AND LARGER AND THHN OR THWN 3.2 MOLDED CASE CIRCUIT BREAKERS SHALL BE AS SCHEDULED,OF SIZE AND NUMBER INDICATED ON 4'.•13d '�'01 ■nk:., 7u■ THE SEVERAL TRADES NECESSARY FOR#10AWG AND SMALLER.THHN SHALL NOT BE USED IN WET OR DAMP LOCATIONS. 2.3 PROVIDE CAST IRON BOXES, HOT DIPPED GALVANIZED INSIDE AND OUTSIDE WHERE SHOWN ON 1.5 ENCLOSURES SHALL BE NEMA 1 INDOORS AND NEMA 3R OUTDOORS UNLESS OTHERWISE THE DRAWINGS.ALL BREAKERS SHALL BE BOLT-ON TYPE. ■�i�� ..iQ�It THE DRAWINGS. FURNISH REMOVABLE COVERS WITH GASKETS AND STAINLESS STEEL,BRASS OR INDICATED ON THE DRAWINGS. 4.2 ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS AND SHALL BE THE BEST OF THEIR 1.3 PROVIDE WIRE AND RACEWAY SYSTEM AS DESCRIBED HEREIN AND AS INDICATED ON THE BRONZE SCREWS. 3.3 ALL LUGS SHALL BE UL APPROVED CU/AL TYPE. SEVERAL KINDS UNLESS SPECIFIED OR INDICATED ON THE DRAWINGS TO THE CONTRARY. DRAWINGS.METAL-CLAD(MC.)ARMORED CABLE(AC)AND NON-METALLIC SHEATHED CABLE(NMC) 1.6 MANUFACTURER SHALL BE SQUARE D, SEIMENS OR CULTER-HAMMER. SHALL NOT BE PERMITTED UNLESS NOTED SPECIFICALLY OTHERWISE AND APPROVED PRIOR TO 2.4 PROVIDE CONCRETE BOXES FOR UNDERGROUND WORK UNLESS OTHERWISE INDICATED ON THE 3.4 PANELS SHALL BE MANUFACTURED AS A COMPLETE UNIT AND NOT AN ASSEMBLY OF PARTS � = BIDDING. DRAWINGS. FURNISH STEEL FRAMES AND COVERS WITH THE COVER ATTACHED TO THE FRAME 1.7 MOUNT THE SAFETY SWITCHES SECURELY BETWEEN 3'X 6'LEVELS ABOVE THE FLOOR UNLESS SECURED FROM A SUPPLY HOUSE. --w . 4.3 DURING EACH PHASE AND AT THE COMPLETION OF THE CONSTRUCTION,THIS CONTRACTOR SHALL - / _� . WITH HEXAGON HEAD, BRASS OR BRONZE CAP SCREWS, 3/8"IN DIAMETER.PROVIDE A RUBBER OTHERWISE INDICATED ON THE DRAWINGS. w �~ n�•. REMOVE ALL DEBRIS AND EXCESS MATERIALS CAUSED BY HIS WORK.HE SHALL LEAVE THE AREA % �,.� p• �` �� c . �.. 1.4 PROVIDE MINIMUM#12 CONDUCTORS, UNLESS OTHERWISE INDICATED. GASKET FOR SEALING BETWEEN THE COVER AND THE FRAME.PAINT THE COVER WITH TWO COATS 3.5 ALL PANELS SHALL BE CAPABLE OF ACCEPTING CIRCUIT BREAKERS SIZED UP TO AND INCLUDING r `,, OF OPERATION BROOM CLEAN. - L c414 am, 1.4a CONTROL CONDUCTORS SHALL BE#14 MINIMUM FOR N.E.C.CLASS 1 AND#16 FOR N.E.C. OF HEAVY ASPHALTUM. 1 8 OTHERWISE INDICATED ON THE DRAWINGS.MOUNT THE SAFETY SWITCHES SECURELY BETWEEN 3'X 6'LEVELS ABOVE THE FLOOR UNLESS 400 AMPS. Ir,;cam. C - i' 4.4 ALL ELECTRICAL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OR ETL LABEL. CLASS 2. 3.0 OUTLET BOXES 3.6 VERTICAL BUSSING SHALL BE EXTENDED THE FULL LENGTH OF THE PANEL. 1-, 1 � = '19072 1.9 SWITCHES ON BLOCK WALLS SHALL BE MOUNTED ON A 3/4" PLYWOOD BACKBOARD,WHERE 10 �4 /� 4.5 THIS CONTRACTOR SHALL GUARANTEE HIS WORKMANSHIP AND MATERIAL LAMPS EXCEPTED FOR 1.5 CONDUCTORS#8 AWG AND LARGER SHALL BE STRANDED. 3.1 USE SHEET STEEL BOXES,ZINC COATED OR CADMIUM PLATED, FOR CONCEALED INTERIOR WORK. LOCATED INDOORS. 3.7 ALL BUS BARS SHALL BE RECTANGULAR SOLID COPPER. ` A PERIOD OF ONE YEAR FROM THE DATE OF BUILDING OPENING AND LEAVE HIS WORK IN PERFECT ORDER AT THE COMPLETION.SHOULD DEFECTS DEVELOP WITHIN THE GUARANTEE PERIOD,THE 1.6 CONDUCTORS#10 AWG AND SMALLER SHALL BE SOLD 3.2 USE CAST BOXES,ZINC-CADMIUM FINISH MALLEABLE IRON,FOR EXPOSED INTERIOR WORK,AND 3.8 DISTRIBUTION PANELS SHALL BE SQUARE D. CONTRACTOR SHALL, UPON NOTICE OF THE SAME, REMEDY THE DEFECTS AND HAVE ALL FOR EXPOSED OR CONCEALED WORK IN WET, DAMP OR EXTERIOR LOCATIONS.CAST BOXES SHALL • DAMAGES TO OTHER WORK OR FURNISHINGS CAUSED BY THE REPAIRS CORRECTED AT HIS 1.7 INSTALL ALL WIRING IN CONDUIT. BE SERIES FD BY CROUSE HINDS OR APPLETON. 3.9 INSTALL PANELS SUCH THAT HANDLE FOR THE TOP BREAKER DOES NOT EXCEED 6'-6"ABOVE - EXPENSE TO THE CONDITION BEFORE SUCH DAMAGE. FINISHED FLOOR. Ai/tee` 1.8 CONNECT#10 AND SMALLER WIRES WITH CONSTANT PRESSURE EXPANDABLE SPRING TYPE 3.3 WALL BOX SIZES(MINIMUM)SHALL BE 4"SQUARE X 2-1/2"DEEP WHERE WALL CONSTRUCTION DIVISION 16420 - MOTOR STARTERS _ 5.0 SCOPE OF WORK CONNECTORS,"SCOTCHLOK"BY 3M OR B-CAP BY BUCHANAN. PERMITS.WHERE WALL CONSTRUCTION DICTATES,THE WIDTH MAY BE REDUCED TO 2-1/8"OR 3.10 PROVIDE PHENOLIC LABELS FOR EACH PANEL. 1-1/2"UNDER SPECIAL CONDITIONS. 5_1 THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIAL,STORAGE,UNPACKING AND 1.9 CONNECT#8 AND LARGER WIRES WITH COMPRESSION CONNECTORS OR SPLICES AS 3.11 ALL BOLTED CONNECTIONS SHALL BE TORQUED IN ACCORDANCE WITH MANUFACTURERS MANUFACTURED BY BURNDY OR T&B. 3.4 FIXTURE OUTLETS IN CEILINGS(MINIMUM)SHALL BE 4"OCTAGONAL X 1-1/2"DEEP 4 11/16" 1.0 MOTOR STARTERS STANDARDS. PLACEMENT;TO INCLUDE BUT NOT BE LIMITED TO,THE FOLLOWING ITEM: ( - OCTAGONAL X 2-1/2"DEEP WHERE REQUIRED TO ACCOMMODATE LARGER CONDUIT OR LARGER 1.1 PROVIDE MOTOR STARTERS(MAGNETIC OR FUSED COMBINATION)AND CONTROL EQUIPMENT 3.12 SURFACE-MOUNTED PANELS SHALL BE MOUNTED ON A 3/4"PLYWOOD BACKBOARD. 5.1a EMERGENCY LIGHTING AND POWER 1.10 INSULATE SPLICING CONNECTORS TO AT LEAST 200%OF THE WIRE INSULATION.USE NUMBER OF WIRES). WHERE SHOWN.STARTERS SHALL BE PROVIDED WITH 120 VOLT COILS,3 OVERLOADS,CONTROL - PRE-STRETCHED TUBING CONNECTOR INSULATORS.3M PST FOR#2 AND LARGER CONDUCTORS. TRANSFORMER WITH FUSED 120 VOLT SECONDARY CONTROL CIRCUIT,(2)N.O.AND(2)N.C. FLOOR-MOUNTED PANELS SHALL BE MOUNTED ON A 4"HIGH CONCRETE PAD. 5.1 b COMPLETE POWER AND LIGHTING DISTRIBUTION SYSTEM INCLUDING ALL TRANSFORMERS 3.5 GANG BOXES SHALL BE ONE PIECE(MINIMUM),2-1/8"DEEP. AUXILIARY CONTACTS, HAND-OFF-AUTO SELECTOR SWITCH AND RUNNING PILOT LIGHT, UNLESS AND FEEDERS 1.11 PULL CONDUCTORS USING RECOGNIZED METHODS AND EQUIPMENT LEAVING AS LEAST 6"WIRE AT OTHERWISE NOTED.WIRE THRU CONTROL DEVICES FURNISHED BY OTHER TRADES.SINCE MOTOR w ALL JUNCTION BOXES FOR CONNECTIONS. 3.6 PROVIDE FLUSH FLOOR BOX SERIES 880 BY WIRE MOLD WITH DUPLEX RECEPTACLE FOR WOOD DRIVEN EQUIPMENT IS FURNISHED BY OTHER TRADES,THE CONTROL INDICATED ON THE LL 5.1c COMPLETE BRANCH CIRCUIT WIRING SYSTEM. PLATFORM AT DISPLAY SHOW WINDOWS, BOX WITH COVER PLATE FLANGE:CAT.#880W1-817TCAL DRAWINGS SHALL BE CONSIDERED AS FOR BIDDING PURPOSES ONLY.WIRE TO CONFORM TO THE 0 1.11a CLEAN OUT EACH CONDUIT SYSTEM BEFORE PULLING WIRE. AND BRUSHED ALUMINUM COVER PLATE: CAT.#828R-TCAL WITH FLIP LID TO PROTECT RECEPTACLE ACTUAL EQUIPMENT SUPPLIED AND INSTALLED BY THE OTHER TRADES.ALL FUSES SHALL BE DUAL 00 5.1d COMPLETE POWER WIRING FOR ALL AIR CONDITIONING EQUIPMENT,PLUMBING WHEN NOT IN USE. BOTH FLANGE AND COVER PLATE SHALL HAVE BRUSHED ALUMINUM FINISH.UL ELEMENT TYPE. PROVIDE"BLOWN FUSE"INDICATOR LAMPS IN COVER. I- SYSTEM, HEATING EQUIPMENT,VENTILATING AND EXHAUST EQUIPMENT. 1.12 FORM AND TIE ALL WIRING IN PANEL BOARDS. SCRUB LISTED. CI) 0) 1.2 STARTERS SHALL BE SQUARE D,SEIMENS OR CUTLER-HAMMER. DIVISION 16 461 - DRY TYPE TRANSFORMERS W C 5.1e COMPLETE LIGHTING FIXTURE INSTALLATION, INCLUDING ALL INCANDESCENT, FLUORESCENT 1.13 THERE SHALL BE NO WIRE NUT JOINTS OR SPLICES MADE INSIDE SWITCHBOARDS/PANEL BOARDS. 3.7 FLUSH MOUNT BOXES IN ALL FINISHED WALLS, INSTALL THE PLASTER RINGS IN DRY WALLED Q C) 1.3 THE EXACT NUMBER OF NORMALLY OPEN AND NORMALLY CLOSED AUXILIARY CONTACTS IN EACH PLASTERED WALLS AND RAISED COVERS AS REQUIRED IN WALLS WITH OTHER FINISHES SO THAT1.0 TRANSFORMERS U AND HID LAMPS. STARTER SHALL BE DETERMINED BY THE TEMPERATURE CONTROL AND/OR FIRE ALARM 1.14 BRANCH CIRCUIT WIRE SIZES(AND CONDUITS)SHALL BE INCREASED FROM THOSE INDICATED ON THE COVER PLATES FIT TIGHTLY AGAINST BOXES OR RINGS.3/16"MAXIMUM GAPS ARE ALLOWED CONTRACTOR. N 5.1f COMPLETE COMMUNICATIONS CONDUIT AND WIRING SYSTEM INCLUDING BOXES, PLATES, THE PLANS TO PREVENT EXCESSIVE VOLTAGE DROP.BRANCH CIRCUITS SHALL BE INSTALLED WITH FOR NONCOMBUSTIBLE WALLS. 1.1 TRANSFORMERS SHALL BE CONTINUOUSLY RATED ISOLATING TYPE FOR 60 HERTZ SERVICE L.f_ >- U JACKS, ETC.,AS SPECIFIED, SHOWN ON THE DRAWINGS AND REQUIRED BY THE TENANT. WIRES OF SUFFICIENT SIZE SO THAT VOLTAGE DROP BETWEEN THE PANEL AND THE LOADS DOES UNLESS OTHERWISE INDICATED. 0 NOT EXCEED LIMIT OF 35. 3.8 SUPPORT ALL BOXES TO MAINTAIN PROPER ALIGNMENT AND RIGIDITY. 5.1q TEMPORARY ELECTRICAL POWER AND LIGHTING AS REQUIRED FOR CONSTRUCTION. 1.2 INSULATION SYSTEMS SHALL BE 220 DEGREES C(150 DEGREES RISE). rv.°- = W 1.15 WIRE SIZES SHALL BE BASED ON THE 60°C.AMPACITIES FOR WIRE SIZES NO. 14-1 A.W.G.,AND 75°C. DIVISION 16442 - DISTRIBUTION AND PANELBOARDS 5.1h TESTING OF ALL CABLES AND CIRCUIT WIRING AFTER INSTALLATION. AMPACITIES FOR WIRE SIZES#1/0 A.W.G.AND LARGER. 1.3 ENCLOSURES FOR TRANSFORMERS SHALL BE METALLIC,SUITABLE FOR INDOOR AND OUTDOOR 0 M 0 INSTALLATION AS APPLICABLE AND RODENT PROOF. L _ 5_1i EXIT LIGHT SYSTEM. 1.16 CIRCUITS MAY BE MULTI-PLEXED IN CONDUIT PROVIDED WIRE IS PROPERLY DERATED AND �/ CONDUIT SIZED PER CODE. UNDER NO CIRCUMSTANCES SHALL MORE THAN(9)CURRENT 1.0 LIGHTING CONTROL SYSTEM N 1.4 MANUFACTURERS SHALL BE SQUARE D. FRACTIONAL KVA TRANSFORMERS SHALL BE CARRYING CONDUCTORS BE RUN IN A SINGLE CONDUIT f n 5.1 WIRING DEVICES AND FLOOR BOXES. . DIVISION 16140 WIRING DEVICES MANUFACTURED BY EDWARDS OR THE SPECIAL EQUIPMENT MANUFACTURER IN WHICH THE V 1.1 GENERAL INTRODUCTION:THE WORK COVERED IN THIS SECTION IS SUBJECT TO ALL THE 06 1.17 PROVIDE WIRE AND RACEWAY SYSTEMS AS DESCRIBED HEREIN AND INDICATED ON DRAWINGS. REQUIREMENTS IN THE GENERAL CONDITIONS OF THE SPECIFICATIONS.THE CONTRACTOR SHALL TRANSFORMERS ARE USED. 5.1 k LIGHTING CONTROLS. METAL-CLAD(MC),ARMORED CABLE(AC),AND NON-METALLIC SHEATED CABLE(NMC)SHALL NOT COORDINATE ALL OF THE WORK IN THIS SECTION WITH ALL OF THE TRADES COVERED IN OTHER BE PERMITTED, UNLESS NOTED SPECIFICALLY OTHERWISE AND APPROVED PRIOR TO 1.0 WIRING DEVICES SECTIONS OF THE SPECIFICATION TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. 1.5 FOUR APPROVED VIBRATION DAMPENERS PER TRANSFORMER SHALL BE EMPLOYED AS Q 5.11 GROUNDING OF THE ELECTRICAL SYSTEM. NECESSARY TO AVOID TRANSMITTING ANY VIBRATION TO THE BUILDING STRUCTURE.SIZES OF THE BIDDING. 1.1 WIRING DEVICE COLOR SHALL BE WHITE, UNLESS OTHERWISE NOTED. MOUNTINGS SHALL BE SELECTED ON THE BASIS OF THE WEIGHT OF THE TRANSFORMER,USING: 5.1m FIRE SUPERVISORY ALARM SYSTEM. - 1.2 DESCRIPTION OF THE WORK: 1.2 PROVIDE TOTALLY ENCLOSED,20 AMPERE, 120/277 VOLT,QUIET A/C GENERAL USE SNAP 1.2a THE EXTENT OF THE LIGHTING CONTROL SYSTEM WORK IS INDICATED BY THE DRAWINGS AND 1.5a A MINIMUM 1"THICK RUBBER-CORK-RUBBER SANDWICH TYPE FOR FLOOR MOUNTING. 5.1n TELEPHONE AND ELECTRIC SERVICES SWITCHES. BY THE REQUIREMENTS OF THIS SECTION. IT IS DEFINED TO INCLUDE,BUT NOT BY WAY OF LIMITATION: 1.5b A SPRING TYPE FOR SUSPENSION MOUNTING. 5.10 SOUND SYSTEM COMPONENTS, CONDUIT SYSTEM&WIRING 1.3 SWITCHES SHALL BE SPECIFICATION GRADE AS MANUFACTURED BY HUBBELL, P&S,OR LEVITON. DIVISION 16130 RACEWAYS AND BOXES1.2a1 PANELBOARDS CONTAINING INTEGRAL CONTACTORS. 1.5c TWO(2)SPRING TYPE AT THE TOP(WITH TWO(2)STEEL BRACKETS)AND TWO(2)RUBBER-IN 1.4 PROVIDE NEMA CONFIGURATION 5-20R DUPLEX 125 VOLT GROUNDING TYPE RECEPTACLES RATED COMPRESSION TYPE AT THE BOTTOM(STAND-OFF)FOR WALL MOUNTING. FOR 20 AMPERES UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 1.2a2 CONTROL ELECTRONICS FOR CONTACTORS AND TIMECLOCKS AND MONITORING THE 1.0 RACEWAYS STATUS OF THE SYSTEM. These drawings/specifications are the 1.5 RECEPTACLES SHALL BE SPECIFICATION GRADE AS MANUFACTURED BY HUBBELL, P&S OR property of Kamus+Keller.They are 1.1 ALL WIRE SHALL BE RUN IN ACCORDANCE WITH CODE IN CORROSION RESISTANT,RIGID, LEVITON. 1.2a3 ASSOCIATED LOW AND LINE VOLTAGE OVERRIDE SWITCHES AND LIGHT SENSORS. furnished as contract documents only. THREADED, METAL CONDUIT OR ELECTRICAL METALLIC TUBING(E.M.T.)UNLESS OTHERWISE The seal(s)and signature(s)apply only to the documents to which they SPECIFICALLY STATED HEREIN. 1.2a4 TIMECLOCKS,CONTACTORS. affixed,and expressly displaim any responsibility for all other plans, 1.2a5 ANY WORK STATIONS, SOFTWARE AND COMMUNICATIONS HARDWARE. specifications,estimates,reports or other documents or instruments relating to or intended to be used for 1.2b SYSTEM INSTALLATION INCLUDES THE FOLLOWING: any part or parts of the architectural or engineering project.Additionally these 1.2b1 WIRING OF BRANCH CIRCUIT CONDUCTORS AND CONTACTORS drawings and seal(s)shall in no way conveyor imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 18.0558.01 DRAWN/REVIEWED LM/HO DATE/ISSUE 12/17/2018 SHEET TITLE ELECTRICAL SPECIFICATIONS SHEET NO. E1 . 1 1ISSUE DATE i w z 0 O U £ . N cu GENERAL \ OTES U rn N a r Li `c° a, Q` C LU I a, x 1 1. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BASE BID. w 75 I— LU IN CASE OF ANY DISCREPANCIES WITH EXISTING FIELD CONDITIONS, ELECTRICAL CONTRACTOR ¢ 4* l� >, SHALL VERIFY THE EXACT DIFFERENCE FOR POSSIBLE REVISIONS TO THIS DOCUMENT. N O Qp L O 2. INSTALL RECESSED LUMINAIRES USING ACCESSORIES AND FIRE STOPPING MATERIALS TO MEET cu 1 cu ¢ Q` REGULATORY REQUIREMENTS FOR FIRE RATING. ■mot ::rid■ 3. LIGHT SWITCHES ARE TO BE MOUNTED AT 42"AFF(UNLESS OTHERWISE NOTED). o''� �' 4--11: 4. LIGHT FIXTURES ARE TO BE CENTERED ON CEILING TILES(UNLESS OTHERWISE NOTED). �%��`, it;;i� •, 0. 5.CONTACT ARCHITECT TO COORDINATE LIGHT FIXTURE LOCATIONS IF EXISTING CEILING GRID IS 4.,:‘!: °° i TO BE REUSED. A matt,: 1111 6. PROVIDE MINIMUM 90 MIN BATTERY PACKS IN EMERGENCY FIXTURES,WHERE INDICATED ON (22 THE DRAWINGS. / I I 1 7. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR AND TENANT r .. , . 1 REPRESENTATIVE FOR ORDERING LUMINAIRES FROM TENANTS NATIONAL ACCOUNT WITH VJf l 0...._ p "'l 2 p 6 +102" "GRAINGER". (E�„1 (t k 2) (E)`- I� 1 (E - (4)D FFG3-E PPD-E PA1-E 2 FSLS (1)D ©l -, ,N<, 8. PROVIDE BLACK ADHESIVE LABEL ADHERED TO ALL SWITCHED RECEPTACLES WITH 1/4" (E) �Ico q LETTERING INDICATING"SWITCHED FOR LIGHTING". (E) _ E P ` E 19072 f ;1 • 9.COORDINATE TIMING OF TIMECLOCK WITH STORE MANAGER. 2 ���� l�r �` , ;r I/ 10. ON ALL MULTI-WIRED HOMERUN CIRCUIT BREAKERS(REFER TO PLANS)CONTRACTOR SHALL O O it". 'C f FIELD INSTALL ON MULTI-USE CIRCUIT BREAKERS AN APPROVED HANDLE TIE PER NEC. D 44_ 11.ALL EQUIPMENT SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. Cot'. E) 0 A A �. /l/�y�e' fie 12. IT IS ACCEPTABLE TO USE M/C CABLE FOR BRANCH CIRCUITS OR HOMERUNS PROVIDED IT �w _1 J �,P©� • . R '`�(v 0) COMPLIES WITH AUTHORITY HAVING JURISDICTION, LOCAL RECOGNIZED CODE AND LANDLORD. _ Q ( �, °� + • VERIFY PRIOR TO BID. cn cn U. Q • LI A co • • • . 13.ALL LOW VOLTAGE WIRING TO BE IN CONDUIT UNLESS OTHERWISE APPROVED BY AUTHORITY D 13 •• ; •• L�� : • • 0 HAVING JURISDICTION + • 4 N : • • W o o 0 O — �� o co Jr W 12 t71 cn u 0 0 I �_ D (E) 0 00 JI U U I0.AC-1 l `J ) I— \ OYES 3Y SYv1BOL 2 ''' CLG - --- �) L w a' �; r w � Q � O ELECTRICAL DISTRIBUTION EQUIPMENT.REFER TO SHEET E3.0 FOR FURTHER 1 __ COORDINATION. ig 6 / a ' : A • I O Q U O2 EXISTING RECEPTACLE TO REMAIN. I _ / I O ——— CCTV 10 r . u_ \ SH-2 -- = J O FIXTURE TO BE POWERED FROM CEILING . \ o ; .U� Q 0 EXISTING DISCONNECT&ASSOCIATED CIRCUITING TO PANEL TO REMAIN. 00 6 u_ : : ° C.)T.G.0 SHALL VERIFY EXISTING DUCT DETECTION CIRCUIT AND COORDINATE WITH _ a co E MECHANICAL CONTRACTOR AS REQUIRED. : : , Up +66„ 31� : - - - - -1oa O PROVIDE CEILING MOUNTED SHOW WINDOW RECEPTACLE PER NEC AS REQUIRED TOX 5:: O 1 -REMAIN. ' !: r O Q OO ELECTRICAL CONTRACTOR TO MAKE FINAL CONNECTION TO TENANT SIGN.IF NOT EXISTING, — , .I - - - - J PROVIDE MEANS OF DISCONNECT AND SEPARATE GROUND PER NEC(CONDUIT GROUND NOT f - - I \\ 2) 00 A (E)PERMITTED .CIRCUIT SIGN VIA TIMECLOCK,REFER TO LIGHTING CONTROL DIAGRAM ON 0 2g -- SHEET E1.0. L — — J� (E) O (NIC) 2 0 EXISTING POWER&DISCONNECT MEANS FOR WATER HEATER,V.I.F. 1 o O \ (E2 Q� A (E) _ O (E) A(2)DV A 23 These drawings/specifications are the 27 CLG 27 property of Kamus+Keller.They are MFG-2 ©''' furnished as contract documents only. The \ O ©iss)'� I only tothle docudmeg is torwhich( (h ch they I y affixed,and expressly displaim any 1 I I I I Iresponsibility for all other plans, specifications,estimates,reports or O . other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering project.Additionally these drawings and seal(s)shall in no way convey or imply any time of warranty WHEN REQUIRED,IT IS THE OWNER'S RESPONSIBILITY TO CONTRACT or certification relating to the WITH A COMMISSIONING AUTHORITY TO COMPLY WITH LOCAL CODES. performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. FLECT CAL POWER PLA \ 18.0558.01 SCALE: 1/4"=1'-0" DRAWN/REVIEWED LM/HO DATE/ISSUE 12/17/2018 SHEET TITLE ELECTRICAL POWER PLAN SHEET NO. E2 . 1 1 ISSUE DATE EXISTING PANEL B EXISTING PANEL A SERVICE: 120/208 Volt 3 Phase 4 Wire I I MOUNTING: RECESSED I SERVICE: 120/208 Volt 3 Phase 4 Wire MOUNTING: RECESSED MAINS: 100 AMP MLO NEMA 1 MAINS: 100AMP MLO NEMA 1 REM CKT CIRCUIT DESCRIPTION WATTS WIRE BKR I AI BI CI BKR WIRE WATTS CIRCUIT DESCRIPTION CKT REM I REM CKT CIRCUIT DESCRIPTION WATTS WIRE BKR IAI BI CI BKR WIRE WATTS CIRCUIT DESCRIPTION CKT REM 1 SPARE 1/20 I I 1/20 12 300 EX LIGHTS 2 2 I 1 EX SWAMP COOLER 360 12 1/20 I I 1/20 12 360 OEM 1 APPLE RECEPTACLE 2 3 SPARE 1/20 I 1/20 12 300 EX LIGHTS 4 2 I 3 EX PLUG 48 360 112 1/20 I 1/20 12 360 OEM 4X4 RECEPTACLE 4 5 SPARE 1/20 I 1/20 12 360 EX GFI RECEPTACLE 6 I 5 EX HOOD FAN 200 112 1/20 I ! 1/20 12 720 CMK. QS RECEPTACLES 6 7 SPARE 1/20 I 1/20 12 360 EX IRRIGATION RECEPTACLE 8 2 7 EX SIGN 1,200 12 1/20 1/20 12 180 EX BATH ROOM 8 9 SPARE 1/20 I 1/20 SPARE 10 2 9 EX INSIDE LIGHTS 600 12 1/20 I 1/20 12 180 MID' UCF RECEPTACLE 10 11 SPARE 1/20 I 1/20 SPARE 12 I 2 11 EX LIGHTS 300 1/20 I ! 1/20 12 720 WC-6, WCU-6 RECEPTACLES 12 13 WR RECEPTACLE 180 2 1/20 1/20 12 360 EX DESK PLUG 14 REMARKS: TOTAL PHASE'A' = 660 15 3,072 I 1/20 12 360 EX COUNTER PLUG 16 1- PROVIDE GFCI CIRCUIT BREAKER TOTAL PHASE'Be = 300 5 17 EX AC-1 3,072 8 3/40 1/20 12 360 EX DISPLAY CASE 18 2- CIRCUIT VIA TIME CLOCK 8- CONTROLLED BY LL TOTAL PHASE'C' = 360 19 3,072 1/20 12 300 EX LIGHTS 20 2 3- CIRCUIT VIA CONTACTOR 21 EX PLUG#3 360 12 1/20 I 1/20 12 360 FSLS RECEPTACI FS 22 4- PROVIDE BREAKER/FUSES PER MANUFACTURER REQUIREMENTS TOTAL LOAD ALL PHASES = 1,320 3 23 SHOW WINDOW RECEPTACLE 1.200 "2 1/20 I 1,500 24 2/30 5- PROVIDE H.A.C.R. (HEATING, AIR CONDITIONING AND REFRIGERATION) BREAKER TOTAL AMP = 4 25 SPARE 1/20 10 1 500 EX WATER HEATER 26 6- PROVIDE A LOCK-ON DEVICE 3 27 SHOW WINDOW RECEPTACLE 1.200 12 1/20 I 1/20 12 720 ENT 12' RECEPTACLE 28 7- CONTRACTOR SHALL INSTALL ON ALL MULTI-USE CIRCUIT BREAKERS AN APPROVED 29 SPARE 1/20 I 1/20 SPARE 30 HANDLE TIE PER NEC. 31 SPACE SPACE 32 ALL PHASES SHALL BE BALANCED WITH-IN 10% REGARDLESS OF CIRCUITING SHOWN 33 SPACE I I SPACE 34 s_ ALL BREAKERS SHALL BE BOLT-ON TYPE 35 SPACE SPACE 36 ° L cam 37 SPACE SPACE 38 s w N ELECTRICAL LOAD SUMMARY 39 SPACE I SPACE 4 N N 41 SPACE I . SPACE 42 m q) 120/208V 3PH - 4W J T. 73 ~ In LOAD DESCRIPTION CONNECTED VA FACTOR DEMAND VA VOLTAGE PHASE REMARKS; TOTAL PHASE 'A' = 7,512 ¢ >, LIGHTING 600 1.25 750 120 1 +> CO r 1- PROVIDE GFCI CIRCUIT BREAKER TOTAL PHASE 'B' = 7,572 L o QD L o RECEPTACLES 720 NOTE # 1 720 120 1 2- CIRCUIT VIA TIME CLOCK 8-CONTROLLED BY LL TOTAL PHASE 'C' = 8,072 -a cu ¢ Cr' SHOW WINDOW RECEPTACLE 0 1.25 0 120 1 3- CIRCUIT VIA CONTACTOR i �x„ "1��1 .�..�..� 4- PROVIDE BREAKER/FUSES PER MANUFACTURER REQUIREMENTS TOTAL LOAD ALL PHASES = 23,156 ii%�, �• g��,161 MECHANICAL 0 NOTE # 2 1,594 208 3 10,v� ,�y SIGN LIGHTING 0 1.25 0 120 1 5- PROVIDE H.A.C.R. (HEALING. AIR CONDITIONING AND REFRIGERATION)BREAKER TOTAL AMP = 64 ta. I !►► WATER HEATERS 0 1.25 0 120 1 •', W '♦♦ 6- PROVIDE A LOCK-ON DEVICE ►e4 -�;;'► MISCELLANEOUS 0 1.00 0 120 1 7- CONTRACTOR SHALL INSTALL ON ALL MULT1-USE CIRCUIT BREAKERS AN APPROVED � �„3d� TOTAL 1,320 3,064 208 3 HANDLE TIE PER NEC. Juni,' %',i:5 NOTES: TOTAL AMPS @120/2013V 3PH = 8.51 ALL PHASES SHALL BE BALANCED WITH-IN 10% REGARDLESS OF CIRCUITING SHOWN 1. 100% OF FIRST 10,000 WATTS , PLUS 50% OF REMAINING LOAD. ALL BREAKERS SHALL BE BOLT-ON TYPE �- 2. 100% OF A/C LOAD (COOLING VS HEATING)PLUS 25% OF LARGEST MOTOR. Fo-{=+7,� . ELECTRICAL LOAD SUMMARY �r/w;J`cL ``_ `` 120/208V 3PH - 4WIh -i ` 1972 ),4GENERAL N0TES LOAD DESCRIPTION CONNECTED VA FACTOR DEMAND VA VOLTAGE PHASE44e."71 1. 120/208 VOLT 4 WIRE EXISTING ELECTRICAL SERVICE LIGHTING 1,200 1.25 1,500 120 1 __ 2.TENANT'S GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL COPPER CONDUCTORS RECEPTACLES 5,940 NOTE # 1 5,940 120 1 " WHEN NEW IS REQUIRED SHOW WINDOW RECEPTACLE 2,400 1.25 3,000 120 1 Ahte/rQ` 3.VERIFY ALL EXISTING CONDITIONS IN FIELD.ALL UPGRADES REQUIRED BY CODES, LANDLORD MECHANICAL 9,216 NOTE #2 10,810 208 3 OR TENANT SHALL BE BY TENANT AT TENANTS EXPENSE. SIGN LIGHTING 1,200 1.25 1,500 120 1 WATER HEATERS 3,000 1.25 3,750 120 1 4. CONTRACTOR TO VERIFY ALL METERING REQUIREMENTS WITH LANDLORD AND LOCAL UTILITY PRIOR TO BID. MISCELLANEOUS 200 1.00 200 120 1 5.CONTRACTOR TO VERIFY EXACT DISTANCE AND ROUTING OF SERVICE FEEDERS FROM TOTAL 23,156 26,700 208 3 LANDLORD DISTRIBUTION/SERVICE EQUIPMENT TO TENANT SPACE PRIOR TO BIDDING. NOTES: TOTAL AMPS @120/208V 3PH = 74.17 w 1. 100% OF FIRST 10,000 WATTS , PLUS 50% OF REMAINING LOAD. Ct 6. CONTRACTOR TO COORDINATE ALL LIGHTING/DIMMING CONTROLS AND LIGHTING 2. 100% OF A/C LOAD (COOLING VS HEATING) PLUS 25°Io OF LARGEST MOTOR. 0 SPECIFICATIONS WITH CONTROLS VENDOR PRIOR TO ORDERING TO ENSURE CORRECT pC) COMPONENTS ARE PROVIDED FOR DIMMING AND CONTROLS COMPATIBILITY. I- C LLJ Q 0) HOMERUNS AND BRANCH WIRING FOR 20 AMP CIRCUITS SHALL Q U < BE AS FOLLOWS: f/ > 0 LENGTH CIRCUIT WIRE SIZE HOMERUN WIRE SIZE 0 > 1 FT TO 50FT NO.12 AWG NO.12 AWG = w 51 FT TO 75FT NO.12 AWG NO.10 AWG / 76FT TO 120FT NO.10 AWG NO.8 AWG 121 FT TO 190FT NO.10 AWG NO.6 AWG O LO 0 191 FT TO 300FT NO.10 AWG NO.4 AWG 0 co N oiTs V w Qz NOTE REGARDING EXAMINATION OF PREMISES/FIELD CONDITIONS: PRIOR TO SUBMITTING PROPOSALS FOR THE WORK,EACH BIDDER IS Q (E)AC-1.0 REQUIRED TO HAVE EXAMINED THE PREMISES AND VERIFY THE EXISTING FIELD CONDITIONS.THE EXISTING CONDITIONS HAVE BEEN EXAMINED IN THE FIELD BY TENANT REPRESENTATIVE'S AND ARE BELIEVED TO BE DEPICTED IN A ACCURATE MANNER AS THEY EXIST. \ O TE S 3 Y SYMBOL I IF THE BIDDER FINDS THAT THAT THERE ARE DISCREPANCIES BETWEEN THE I EXISTING CONDITIONS AND THE INFORMATION SHOWN ON THESE DRAWINGS, THEY SHOULD NOTIFY THE TENANT'S REPRESENTATIVE OF THOSE O EXISTING METER BASE AND METER SOCKET TO REMAIN. 5 DISCREPANCIES. IF THESE INSTRUCTIONS ARE IGNORED,THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL THE EQUIPMENT REQUIRED These drawings/specifications are the 2 FOR A COMPLETE AND FUNCTIONING ELECTRICAL SYSTEM AT NO ADDITIONAL EXISTING 100 AMP BREAKER TO REMAIN. I property of Kamus+Keller.They are furnished as contract documents only. COST TO TENANT. The seal(s)and signature(s)apply 0 EXISTING(4)#1 THWN CU, (1)#6 GROUND IN EXISTING CONDUIT. __ _ _ _ I only to the documents to which they Cy_ \ I affixed,and expressly displaim any 0 EXISTING CONDUIT COMPLETE WITH PULL STRING FOR TELEPHONE SERVICE FROM I I responsibility for all other plans, specifications,estimates,reports or NOTE REGARDING ELECTRICAL DISTRIBUTION SYSTEM: LANDLORD DMARC STUBBED INTO TENANT SPACE. INTERCEPT AND ROUTE CONDUIT TO I other documents or instruments TENANT PHONE BOARD LOCATION. _ _I- _ _ _ relating to or intended to be used for rany part or parts of the architectural or THE ELECTRICAL RISER DIAGRAM INDICATED HAS BEEN PROPERLY DESIGNED (E) (E) engineering project.Additionally these r 5I I I I I I- -I drawings and seal(s)shall in no way TO ACCOMMODATE TENANT'S POWER REQUIREMENTS AND MEETS ALL TC 5 EXISTING(3)#8 THWN CU(1)#10 GROUND IN EXISTING CONDUIT FOR AC-1 L J TC LJ convey or imply any time of warranty APPLICABLE BUILDING CODES. IT IS THE RESPONSIBILITY OF THE G.C.TO I EXISTING I I EXISTING I or certification relating to the VERIFY ALL EXISTING CONDITIONS AND DETERMINE IF ANY EXISTING I- PANEL PANEL performance of products and materials EQUIPMENT AND WIRING IS SUITABLE FOR REUSE IN THE SYSTEM PRIOR TO I I I r 1 beyond those provided by their BIDDING. 0 EXISTING 60 AMP NON-FUSED DISCONNECT AT AC-1 ON ROOF. �O ® LCJ I 'A' I B I Lc respective manufacturer. G.C.SHALL PERFORM ALL WORK NECESSARY TO RESULT IN A COMPLETE AND I I I PROJECT NO. LEGAL INSTALLATION INCLUDING THE UPGRADING AND/OR MODIFICATION OF OM OM THE EXISTING SERVICE FEEDERS,CONDUITS AND TAP-INS EXTENDED TO I L - T - J L _ _ J 18.0558.01 PROPER POINT OF ORIGIN AS COORDINATED WITH THE LANDLORD. °Q °Q 0 I I I I 2 12I DRAWN/REVIEWED CONTRACTOR TO VERIFY EXISTING OVER-CURRENT PROTECTION ON THE EXISTING PANEL. I I I z z I I I a I LM/HO CI 11) J) DATE/ISSUE 12/17/2018 I- LI- CTR CAL RISES D AGAV SCALE: N.T.S. SHEET TITLE ELEC PANEL SCHEDULES & RISER DIAGRAM SHEET NO. E3.0 1 ISSUE DATE PLUvBI\G FIXTURE SCHEDULE MARK SYMBOL MANUFACTURER CATALOG NUMBER FIXTURE DESCRIPTION REMARKS LAV ( = AMERICAN DECLYN LAVATORY "DECLYN"ONE PIECE WALL MOUNTED LAVATORY, FRONT OVERFLOW,4"FAUCET CENTERS,SOAP WORKSHEET(WS-1) l 1 STANDARD DEPRESSIONS,WHITE COLOR FINISH BASELINE WATER USE BASELINE WATER USE CALCULATION TABLE GALLO FIXTURE TYPE FLOW RATE DURATION USES OCCUPANTS' PER DAY "HYMONT"FLOOR MOUNTED,TANK TYPE.VITREOUS CHINA SIPHON ACTION, ELONGATED RIM I Showerheads 2.0 gpm @ 80 psi x I 5 min. x 1 x I Note l a = CRANE/31056 Lavator faucets nonresidential 0.5gpm @ 60psi x .25 min. x 3 x WC O^ HYMONT WATER CLOSET BOWL. 17Ya"HIGH WITH SELF-DRAINING JET AND BOLT CAPS.WHITE FINISH COLOR. y 9 = 3.4 SEAT BEMIS/1955C I Kitchen faucets 1.8 gpm @ 60 psi x I 4 min. x 1 x I Note lb = IReplacement aerators 2.2 gpm x x x = Wash fountains 1.8 gpm/20[rim x x x = WALL CLEANOUT. DURA-COATED CAST IRON BODY, GAS AND WATERTIGHT ABS TAPERED THREAD space(in.)@ 60 psi] WCO +' ZURN Z1446 WALL CLEANOUT PLUG, ROUND.SMOOTH STAINLESS STEEL ACCESS COVER WITH SECURING SCREW. Metering faucets 0.20 gal/cycle x x 3 x = Metering faucets for wash fountains 0.20 gal/cycle/20(rim x .25 min. x x = space(in.)@ 60 psi] Gravity tank-type water closets 1.28 gal/flush x 1 flush x 1 male x WH 41110 EXISTING EXISTING TANK TYPE 3 female WATER HEATER I male2 Flushometer tank water closets 1.28 gal/flush x 1 flush x 3 female x 9 = 46 ce I male2 Flushometer valve water closets 1.28 gal/flush x 1 flush x 3 female x Z 0 Electromechanical hydraulic water 1 male2 _ z co FD ZURN MODEL Z453B-P FLOOR DRAIN WITH "TYPE B"STRAINER AND TRAP PRIMER CONNECTION. 1.28 gal/flush x 1 flush x x = closets 3 female 0 7, FLOOR DRAINS SHALL BE A MIN OF 3"DIA. z t" I Urinals 0.5 or 0.125 gal/flush x I 1 flush x I 2 male x = ~ o (-.1N 1 Total daily baseline water use(BWU) = 49.4 C > . co 1.For nonresidential occupancies,refer to Table A,Chapter 4,2013 California Plumbing Code,for occupant load factors. Z cow X MS X EXISTING EXISTING MOP SINK a. Shower use by occupants depends on the type of use of a building or portion of a building,e.g.,total occupant load for a health club,but only a fraction Q j ~ of the occupants in an office building as determined by the anticipated number of users. Z J Y o b.Kitchen faucet use is determined by the occupant load of the area served by the fixture, w Os- Q 2.The daily use number shall be increased to three if urinals are not installed in the room. Z � 3.Floor-mounted urinals @ 0.5 GPF or wall-mounted urinals @ 0.125 GPF. 0 M _1 W G .- m O 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE 57 PIPEMATERIAL SPECIFICATIONS P L U M I N G NOTES COMPLIANCE FORMS,WORKSHEETS AND REFERENCE MATERIAL PIPING SERVICE SIZE PIPING MATERIAL ABOVE GROUND BELOW GROUND 1. GENERAL CONDITIONS AND SPECIAL CONDITIONS SHALL APPLY TO THIS CONTRACT. WORKSHEET(WS-2) DRAWINGS ARE SCHEMATIC.THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL COSTS TO MAKE WATER USE REDUCTION NECESSARY ADJUSTMENTS TO PROVIDE A COMPLETE INSTALLATION AS CONTEMPLATED BY 12-,20-25-PERCENT REDUCTION WATER USE CALCULATION TABLE OF ESS/ COLD WATER HOT ALL SIZES TYPE"L"COPPER TYPE"K"COPPER THE DRAWINGS AND SPECIFICATIONS READY FOR USE. PRIOR TO SUBMITTING HIS BID THE QR �N WATER WROUGHT FITTINGS FLARED FITTINGS FIXTURE TYPE FLOW RATE DURATION DAILY OCCUPANTS' GALLONS �`,Q �^ 9l CONTRACTOR SHALL INSPECT THE SITE AND INCLUDE IN HIS BID ALL ADJUSTMENTS AND USES PER DAY ` J t CHANGES REQUIRED DUE TO EXISTING CONDITIONS. Showerheads x 5 min. x 1 x Note hi = -5.-2. �� Q F6)i SANITARY DRAINAGE 2"AND GALVANIZED STEEL SERVICE WEIGHT Lavatory faucets nonresidential' 0.5 x .25 min. x 3 x 9 = 3.38 �` SMALLER CAST IRON 2.ALL WORK SHALL CONFORM TO THE LOCAL BUILDING CODE AND ALL WORK SHALL BE = rn SCREW FITTINGS PERFORMED IN A NEAT AND SAFE MANNER. Kitchen faucets x 4 min. x 1 x Note lb cc M 30357 70 Replacement aerators x x x = SANITARY DRAINAGE 2-1/2"& SERVICE WEIGHT SERVICE WEIGHT 3.ALL WASTE PIPING SHALL BE CAST IRON. = LARGER CAST IRON CAST IRON Wash fountains x x x 4. HOT AND COLD WATER PIPING SHALL BE TYPE L COPPER TUBING 95-5 SOLDERED TO Metering faucets x .25 min. x 3 x = �\"' WROUGHT COPPER FITTINGS. USE TYPE K ONLY BELOW SLAB. Metering faucets for wash fountains x .25 min. x x = SANITARY VENT 2"AND GALVANIZED STEEL liie �� SMALLER SCREW FITTINGS 5. INSULATE HOT AND COLD WATER PIPING WITH 1"FIBERGLASS. Gravity tank-type water closets x 1 flush x 1 male- x = \�` 3 female _- ; SANITARY VENT 2-1/2"& SERVICE WEIGHT 6. PROVIDE AND INSTALL PLUMBING FIXTURES AND TRIM SPECIFIED IN PLUMBING FIXTURE Flushometer tank water closets x I flush x 1 male' x = 12/14/18 LARGER CAST IRON SCHEDULE. (SEE BELOW). 3 female Flushometer valve water closets 1.1 x 1 flush x 1 male' x 9 = 39.6 7. GIVE ALL NECESSARY NOTICES, OBTAIN AND PAY FOR ALL PERMITS, PERFORM ALL TESTS, 3 female PAY ALL LOCAL, STATE AND FEDERAL TAXES, FEES AND OTHER COSTS IN CONNECTION WITH Electromechanical hydraulic water 1 male THIS WORK. FILE ALL NECESSARY PLANS AND OBTAIN ALL REQUIRED PERMITS OF ALL AGENCIES closets x 1 flush x 3 female x = HAVING JURISDICTION. (Urinals x 1 flush x 2 male x = w Ct 8. GUARANTEE ALL WORK AND MATERIAL FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR Urinals 0.0 gal/flush I flush 2 male x AFTER COMPLETION OF PROJECT, DURING WHICH ALL REPAIRS SHALL BE MADE AT NO COST TO Nonwater supplied 0 CO THE TENANT. Proposed water use I = I 42.98 H ^ I2%Reduction 49.4 (BWU from WS-1) x.88= 43.47 Allowable water use U) 9. DO NOT SCALE FROM THESE DRAWINGS. 20%Reduction (BWU from WS-1) x.80= Allowable water use w 1 In 25%Reduction (BWU from WS-1) x.75= Allowable water use L �f CD 10.ALL SINKS TO BE FASTENED TO WALLS AS REQUIRED. 1.For occupancies,refer to Table A,Chapter 4,2013 California Plumbing Code,for occupant load factors. < Ul I- a. Shower use by occupants depends on the type of use of a building or portion of a building,e.g.,total occupant load for a health club,but only a fraction N ' ` 11. EXCEPT AS NOTED,ALL CUTTING SHALL BE DONE BY THE PLUMBING CONTRACTOR(CORE of the occupants in an office building as determined by the anticipated number of users. L.f_ � V DRILLING ONLY PERMITTED). b.Kitchen faucet use is determined by the occupant load of the area served by the fixture. 0 2. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less. 12. PROVIDE INDIVIDUAL SHUT-OFF VALVES AT ALL WATER CONNECTIONS TO EQUIPMENT Single flush toilets-The effective flush volume shall not exceed 1.28 gallons(4.8 liters).The effective flush volume is the average flush volume when CL I w Ct (LOCATED AT EQUIPMENT CONVENIENT TO OPERATOR). tested in accordance with ASME AI 12.19.2. Dual flush toilets-The effective flush volume shall not exceed 1.28 gallons(4.8 liters).The effective flush volume is defined as the composite,average M 13. PROVIDE ESCUTCHEONS FOR ALL PIPES PIERCING PARTITIONS AND WALLS. flush volume of two reduced flushes and one full flush.Flush volumes will be tested in accordance with ASME A112.19.2 and ASME A112.19.14. O Ln 0 3.The daily use number shall be increased to three if urinals are not installed in the room. U co E 4.Where complying faucets are unavailable,aerators rated at 35 gpm or other means may be used to achieve reduction. . LL 14. PLUMBING CONTRACTOR SHALL VERIFY ALL INVERTS AND EXISTING CONDITIONS PRIOR TO H 0 INSTALLATION OF NEW WORK. Oa H 15. PLUMBING CONTRACTOR SHALL PROVIDE FINAL CONNECTION TO ALL EQUIPMENT REQUIRING Q PLUMBING CONNECTION. 16. LOCATION,TYPE AND SPACING OF FIXTURES SHALL COMPLY W/LOCAL HANDICAPPED CODE REQUIREMENTS. PLUMBING CONTRACTOR TO VERIFY CONDITIONS PRIOR TO INSTALLING FIXTURES. 17.ALL VENT PIPING SHALL BE CAST IRON,COPPER OR GALVANIZED STEEL. These drawings/specifications are the property of Kamus+Keller.They are furnished as contract documents only. The seal(s)and signature(s)apply only to the documents to which they affixed,and expressly displaim any responsibility for all other plans, specifications,estimates,reports or 58 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering project.Additionally these drawings and seal(s)shall in no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their C A L GEEN P L U V I \G E Q U EVE\ TS respective manufacturer. PROJECT NO. CONTRACTOR SHALL INSTALL ALL PLUMBING ACCORDING TO THE 2016 GREEN BUILDING CODE 18.0558.01 AND CAL GREEN CODE SUPPLIMENT MANDITORY MEASURES AND COMPLY WITH ALL PLUMBING REQUIREMENTS FOR TENANT INPROVEMENTS. PER CALGREEN SECTION 5.303.2, PLUMBING FIXTURES SHALL MEET THE MAXIMUM FLOW RATE VALUES IN TABLE 5.303.2.3. EXCEPTION: BUILDING THAT DEMONSTRATES 20%OVERALL WATER DRAWN/REVIEWED REDUCTION. IN THIS CASE,A CALCULATION DEMONSTRATING A 2%REDUCTION IN THE BUILDING LM/HO "WATER USE BASELINE"AS ESTABLISHED IN TABLE 5.303.3.SHALL APPLY TO NEW FIXTURES IN ADDITIONS OR AREAS OF ALTERATIONS TO THE BUILDING. PER CALGREEN SECTION 5.3.3.3.1,THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28 PER FLUSH.TANK-TYPE WATER CLOSETS SHALL BE CERTIFIED TO THE PERFORMANCE DATE/ISSUE CRITERIA OF THE US EPA WATER SENSE SPECIFICATION FOR TANK TYPE TOILETS. NOTE:THE EFFECTIVE 12/17/2018 FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THE COMPOSITE,AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH. SHEET TITLE PLUMBING WHEN REQUIRED, IT IS THE OWNER'S RESPONSIBILITY TO CONTRACT PLAN WITH A COMMISSIONING AUTHORITY TO COMPLY WITH LOCAL CODES. SHEET NO. P1 .0 1ISSUE DATE cc w w z 3 z v w co o ) z N 7 0 4 co 09 as O Q ~ ~ coZ � LLjN Z Q Y o w O — Q o _1 mQw G .- m O (E)WH oQOFESS/ N� JO 3�/ I ����� �3.PEN�Ie�i I N EM / 15 ( ) S cD cr M 30357 co N WCO Co `Iw CO° 1 _ I yAv_ LP , HA \P 12/14/18 > Iiv ] Oiwc - - - FD 1 WC /_ n y \ O I Nw O O SA \ TAB " SEWERI SEA w � LO SCALE: NTS Q U Q SA \ TAY SEWEDDLA \ rl >- U SCALE: 1/4"=1'-0" 11 = w OCt � 0 o F Q NOTES 3Y SYV3OL OEXTEND 1/2"WATER LINE TO EXISTING SYSTEM.VERIFY EXACT LOCATION IN FIELD. 0 EXTEND 4"SS TO EXISTING SYSTEM.VERIFY EXACT LOCATION, FLOW AND DEPTH IN FIELD. OEXTEND 3"VENT TO ROOF. MAKE FINAL CONNECTION AS REQUIRED.VERIFY EXACT LOCATION IN FIELD. These drawings/specifications are the 4 PROVIDE THERMOSTATIC MIXING VALVES. property of Kamus+Keller.They are furnished as contract documents only. The seal(s)and signature(s)apply only to the documents to which they axed,and expressly displaim any 1 O EXTEND 4"SS TO EXISTING MOP SINK.VERIFY FLOW AND DEPTH IN FIELD. (E)WH responsibility for all other plans, i specifications,estimates,reports or other documents or instruments relating to or intended to be used for i -- ID any part or parts of the architectural or engineering project.Additionally these ..--‹..././-*---.---.- drawings and seal(s)shall in no way convey or imply any time of warranty or certification relating to the Ay / (E)MS— performance of products and materials , 1/q / I — — I beyond those provided by their respective manufacturer. N _ _ ".../ N c- / I \ PROJECT NO. N e_— V- I �\ 18.0558.01 r. N TRAP 'yam\i TRAP / I I �� DRAWN/REVIEWED PRIMER h I WHEN REQUIRED, IT IS THE OWNER'S RESPONSIBILITY TO CONTRACT PRIMER \ I,/ LM/HO C LAV WITH A COMMISSIONING AUTHORITY TO COMPLY WITH LOCAL CODES. O WC — —I i I O ' N DATE/ISSUE \ I 12/17/2018 Iwc SHEET TITLE PLUMBING PLAN WATER S , » EY ISEA WAT- SJDDLY DLA \ SCALE: NTS SCALE: 1/4"=1'-0" SHEET NO. P1 . 1