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PLANS 3.26.2022 - 22-00636 - Temple View Care Center - Shower Remodel
ABBREVIATIONS GENERAL NOTES FIRE NOTES PROJECT TEAM SHEET INDEX PROJECT DATA @ AT 1. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS ARCHITECT A.B. ANCHOR BOLT IS TO CONSTRUCT THE BUILDING IN ACCORDANCE M21- ARCHITECTURE INC. A.C. ASPHALT CONCRETE WITH IDAHO BUILDING CODE. SHOULD ANY 2213 FOXWORTHY AVENUE A/C AIR CONDITIONING CONDITIONS DEVELOP NOT COVERED BY THE SAN JOSE, CA 95124 ADJ. ADJUSTABLE CONSTRUCTION DOCUMENTS WHEREIN THE FINISHED 949-257-9349 A.F.F. ABOVE FINISH FLOOR WORK WILL NOT COMPLY WITH SAID CODE, A CHANGE CONTACT: STEVE MILLER AHJ AUTHORITY HAVING JURISDICTION ORDER DETAILING THE REQUIRED WORK TO ACHIEVE ALT. ALTERNATE COMPLIANCE SHALL TO BE SUBMITTED TO AND OWNER AOR ARCHITECT OF RECORD APPROVED BY AHJ BEFORE PROCEEDING WITH THIS TEMPLE VIEW TRANSITIONAL CARE CENTER ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS WORK. 660 SOUTH 2ND WEST ATS AUTOMATIC TRANSFER SWITCH 2. WORK EXEMPT FROM PERMIT BY THE IBC 105.2 OR REXBURG, ID 83440 ASCE 7-05 SECTION 13.1.4 NEED NOT BE DETAILED ON BLDG BUILDING THE CONSTRUCTION DOCUMENTS. EXEMPTIONS FROM BTU BRITISH THERMAL UNITS PERMIT REQUIREMENTS OF THE CODE SHALL NOT BE DEEMED TO GRANT AUTHORIZATION FOR ANY WORK FACILITY NAME: TEMPLE VIEW TRANSITIONAL CARE ADDRESS: 660 WEST 2ND SOUTH REXBURG, ID 83440 APN NO: RPR6N40E306615 ACRES: 5.001 PROJECT NO: BLD-22-XXXX (E) OCCUPANCY: I-2 (E) CONSTRUCTION TYPE: V-A, FULLY SPRINKLERED THROUGHOUT C.D. CONDENSATE DRAIN TO BE DONE IN ANY MANNER IN VIOLATION OF THE CFM CUBIC FEET PER MINUTE PROVISIONS OF THE CODE OR ANY LAWS OR (E) NUMBER OF STORIES: ONE (14'-0" HIGH) C.L. CENTER LINE ORDINANCES OF THIS JURISDICTION. CLR. CLEAR 3. WORK SHALL BE EXECUTED IN ACCORDANCE WITH (E) LICENSED BEDS: 99 C.O. CLEAN OUT THE BEST STANDARDS AND PRACTICES OF THE C.W. COLD WATER TRADE. (E) BUILDING AREA: 45,319 SF 4. WORK SHALL BE IN CONFORMANCE WITH APPLICABLE DEMO DEMOLITION CODES, LOCAL REGULATIONS, SAFETY ORDERS OF YEAR OF CONSTRUCTION: 1987 DEPT. DEPARTMENT THE STATE INDUSTRIAL COMMISSION, OSHA, AND AHJ DIA. DIAMETER CODE APPLICATIONS 5. PRIOR TO COMMENCING WORK CONTRACTOR SHALL VICINITY MAP APPLICABLE CODES SCOPE OF WORK (E) EXISTING VERIFY FIELD CONDITIONS AND NOTIFY THE EA. EACH ARCHITECT IN WRITING OF DISCREPANCIES. SITE SCOPE E.J. EXPANSION JOINT 6. PROTECT PUBLIC AND PRIVATE PROPERTY AND 2018 IDAHO BUILDING CODE ELEV. ELEVATOR IMPROVEMENTS FROM DAMAGE. DAMAGED AREAS UP,,�,rulSZ7,fZ 2018 IBC WITH AMENDMENTS 1. REMODEL 3 SHOWER ROOMS EEPS EMERGENCY ELECTRICAL POWER SYSTEM SHALL BE REPLACED IN GOOD CONDITION. Rexburg �PostalSefvi�e EQ EQUAL 7. CONTRACTOR SHALL REPLACE DEFECTIVE MATERIALS nts... 2020 EXISTING BUILDING CODE OF IDAHO Nor[iiPointApartm 2018 IEBC WITH AMENDMENTS EXT. EXTERIOR OR WORKMANSHIP INSTALLED BY THEM AT NO COST JohriL. arkeguilding� 2018 MECHANICAL CODED IDAHO TS DEFERRED APPROVALS TO THE OWNER AND SHALL REMEDY ANY DEFECTS IN Kensington 2018 IMC WITH AMENDMENTS F.A. FIRE ALARM MATERIALS OR WORKMANSHIP WHICH APPEAR WITHIN - - F.D. FIRE DAMPER A ONE YEAR PERIOD FROM THE DATE OF PROJECT VldtS 2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILTIES 1. NONE F.E. FIRE EXTINGUISHER COMPLETION. 2009 A117.1 F.F. FINISH FLOOR 8. CONTRACTOR SHALL PROVIDE LABOR, MATERIALS, eriglyarnYoung 2020 IDAHO ENERGY CONSERVATION CODE F.S. FLOOR SINK EQUIPMENT, INSURANCE, AND SERVICES FOR THE y �I university -Idaho 2018 IECC NOTES: EXECUTION OF WORK AS SHOWN ON THESE Temple View 2018 FIRE CODE OF IDAHO GA GAUGE DRAWINGS. YTra"sitionalCare Center 2018 IFC WITH AMENDMENTS 1. THIS FACILITY DOES NOT ADMIT PATIENTS SUSTAINED BY GALV. GALVANIZED 9. CONTRACTOR SHALL MAINTAIN A CLEAN AND Rex rgIdaho Temple 2016 NFPA 13 ELECTRICAL LIFE SUPPORT SYSTEMS. GB GYPSUM BOARD ORGANIZED CONSTRUCTION SITE. I 2016 NFPA 72 GYP. GYPSUM 10. OWNER TO PROVIDE ASBESTOS INVESTIGATION 1 REPORT OF EXISTING MATERIALS WITHIN PROJECT H.B. HOSE BIB SCOPE. 14�1 H.M. HOLLOW METAL 11. INSTALLATION OF POST INSTALLED ANCHORS IN H.P. HORSE POWER REINFORCED CONCRETE SHALL COMMENCE ONCE y HVAC HEATING, VENTILATION, AND AIR CONDITIONING REINFORCING BARS ARE LOCATED. EXTREME CARE ""�e,Yd �sny8wd H.W. HOT WATER SHALL BE USED TO AVOID DAMAGING THE _ REINFORCING. 1" MINIMUM CLEARANCE SHALL BE ICBO INTERNATIONAL CONFERENCE OF BUILDING PROVIDED FOR REINFORCING BARS AND 4" OFFICIALS CLEARANCE SHALL BE PROVIDED FOR PRE OR POST- I.D. INSIDE DIAMETER TENSIONED REINFORCING. I1I INT. INTERIOR 12. DESIGN AND SAFETY OF SHORING, BRACING, AND TEMPORARY SUPPORTS IS THE SOLE RESPONSIBILITY JAN. JANITOR OF THE CONTRACTOR. 13. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SITE PLAN KIT. KITCHEN SHALL BE FRAMED SIMILAR TO TYPICAL DETAILS AND KW KILOWATT CONDITIONS. 14. DO NOT SCALE DRAWINGS. DIMENSIONS TAKE LAB. LABORATORY PRECEDENCE OVER SCALE AND LARGER SCALE LAV. LAVATORY DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE. 15. PROVIDE OPENINGS, FURRING, FRAMING, OR MAX. MAXIMUM BLOCKING AS REQUIRED FOR ELECTRICAL, PLUMBING, M.B. MACHINE BOLT MECHANICAL, CABINETS, EQUIPMENT, AND FIXTURES. MECH. MECHANICAL 16. GYPSUM WALL BOARD SHALL CONFORM TO CURRENT - - - - - - - - --- MED. MEDICINE EDITION OF THE IBC AND UL LISTED ASSEMBLIES FOR I MIN. MINIMUM FIRE RATED ASSEMBLIES U.N.O. M.S. MACHINE SCREW 17. PIPE AND DUCT INSULATION SHALL NOT EXCEED A FLAME SPREAD RATING OF 25 AND A SMOKE DENSITY I (N) NEW OF 50 WHEN TESTED PER NFPA. N.E.C. NATIONAL ELECTRICAL CODE 18. CONTRACTOR SHALL PROVIDE PROTECTION OF NFPA NATIONAL FIRE PROTECTION COUNCIL EXISTING FACILITY OCCUPANTS, EQUIPMENT, AND N.I.C. NOT IN CONTRACT FINISHES. DUST BARRIERS, SOUND BARRIERS, I ACCESSIBLE ENTRANCE NO. NUMBER CONSTRUCTION BARRIERS, AND NEGATIVE AIR I N.T.S. NOT TO SCALE EQUIPMENT SHALL BE USED AS REQUIRED BY FACILITY INFECTION CONTROL MEASURES. O.C. ON CENTER 19. CONTRACTOR SHALL FOLLOW THE "PROJECT MANUAL I ACCESSIBLE PARKING STALLS O.D. OUTSIDE DIAMETER FOR THE CONSTRUCTION OF HEALTHCARE FACILITIES." P.L. PROPERTY LINE 20. THESE CONSTRUCTION DOCUMENTS AND PLWD PLYWOOD SPECIFICATIONS REPRESENT THE FINISHED P.O.C. POINT OF CONNECTION STRUCTURE. UNLESS NOTED HEREIN THEY DO NOT PSF POUNDS PER SQUARE FOOT DIRECT THE MEANS, METHODS, PHASING, SEQUENCE, I PSI POUNDS PER SQUARE INCH OR PROCEDURE OF CONSTRUCTION. PTDF PRESERVATIVE TREATED DOUGLAS FIR I PVC POLYVINYL CHLORIDE � I RCP REFLECTED CEILING PLAN REN. RENEWAL RM. ROOM I PROPERTY LINE SF SQUARE FOOT SIM. SIMILAR SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION � S.S. STAINLESS STEEL I� STOR. STORAGE I T. TOILET TEL. TELEPHONE TEMP. TEMPERED T.V. TELEVISION I TYP. TYPICAL I --------- (E) BUILDING TO REMAIN I i SEE SHEET A-1.0 FOR AREA OF WORK UL UNDERWRITERS LABORATORY, INC. U.N.O. UNLESS NOTED OTHERWISE V.I.F. VERIFY IN FIELD I W/D WASHER / DRYER I WD. WOOD W.H. WATER HEATER I W/O WITHOUT I� � I� � - - - S 2nd W I SCALE: 1"= 40,-0" 'A) SHEET NUMBER SHEET NAME CURRENT REVISION CURRENT REVISION DATE T-1.0 TITLE SHEET A-1.0 FLOOR PLAN A-1.1 PARTIAL FLOOR PLAN A-2.0 ELEVATIONS A-3.0 DETAILS P-1.0 PLUMBING SHEET E-1.0 ELECTRICAL PLAN E-2.0 ELECTRICAL SPECIFICATIONS ARCHITECTURE 2213 FOXWORTHY AVENUE SAN JOSE, CA 95124 949-257-9349 � M21-ARCHITECTURE.COM IY EO A R cylT C� F STEVE MILLER �-A AR-987295 REN.4/30/23 F0FZ a Q z 0 z Q O 000 C� LU W w oC m 0C X .X LULUN N �.D ' O z p 0LU o m O rl--. CD 0 z N O z z 0 v O cw = U' • • zLU z DC N LU PRO] NO.: BLD-22-OXXXX TITLE SHEET DATE: 05/12/2022 REVISION: REVISION DATE: zz REVISION: DRAWN BY: SAM Q 0 z � w w 100 un PRIV. W/BATH ONE BED PRIV. W/BATH ONE BED SEMI PRIV. SEMI PRIV. SEMI PRIV -J SEMI PRIV. PRIV. TWO BED TWO BED TWO BED ONE BED O BATS TWO BED PRIV.SEMI PRIV. SEMI PRIV. SEMI PRIV. SEMI PRIV. SEMI TWO BED -® TWO BED TWO BED TWO BED TWO BED IR-1.m PRIV. W/BATH U V PRIV. W/BATH CAN WASH ELECT. ONE BED / ONE BED \ PATIO PRIV. W/O BATH PRIV. W/O BATH ONE BED ONE BED LOADING DOCK RECEIVING CORRIDOR O 0 o= O - U PRIV. W/O BATH ONE BED O GENERAL / PRIV. W/O BATH STORAGE ONE BED TOI NOURISH EXAM OXYGEN STOR. NURSE STAT Q TOILET GENERAL MEDICAL STORAGE PREP. PRIV' W/ 0 BATH ONE BED GREENHOUSE GENERAL STORAGE LOUNGE LOUNGE PRIV. W/O BATH ONE BED WHEEL SOILED CHAIR UTILITY ALCOVE PRIV. W/O BATH ONE BED \ 7 CLEAN ELECT. LINEN SOILED �INEN nLIN-EN JAN. 1 i 1 1 � 1 SHOWER 1 1 1 1 1 I 1 ® WRIi. W/0 BAT 1 �NIBED�-I 1 STOR. I M, OEM ACT. DRBC. ACTIVITIES LIBRARY PRIV. W/O BATH SEMI PRIV. ONE BED TWO BED SEMI PRIV. SEMI PRIV. TWO BED TWO BED SEMI PRIV. SEMI PRIV. TWO BED TWO BED SEMI PRIV. SEMI PRIV. TWO BED TWO BED DRY WASH SEMI PRIV. TWO BED SEMI PRIV. TWO BED GENERAL ` STORAGE :SEMIPRIV. SEMI PRIV. SEMI PRIV. SEMI PRIV. SEMI PRIV. SEMI PRIV. SEMI PRIV. SEMI PRIV. SEMI PRIV. SEMI PRIV. SEMI PRIV. BED TWO BED TWO BED TWO BED TWO BED 1 TWO BED TWO BED TWO BED TWO BED TWO BED cc TWO BED O O JI F TELEVISION Q Q Q 1 Q MEN'S BATH Li 1 *NERAL \ Q % Q O ° fORAGE NURSE STAT - / O O O \ JAN , ELECT. ,/ I 1 o CLEAN CLEAN Q J LINEN Q Q Q SOILED � GENERAL LINEN WOMEN'S EiATH ° STORAGE NOURISH O CLEAN O O O UTILITY SEMI PRIV. cc SEMI PRIV. SEMI PRIV. SEMI PRIV. SEMI PRIV. ° SEMI PRIV. cl SEMI PRIV. SEMI PRIV. SEMI PRIV. SEMI PRIV. SEMI PRIV. TWO BED TWO BED TWO BED TWO BED TWO BED 1 GENERALIF _ -L TWO BED ❑ TWO BED TWO BED TWO BED TWO BED TWO BED STORAGE WHEELCHAIR- ������� ALCOVE -' SOLID UTILITY Q Q -7 SEMI PRIV. SEMI PRIV. TWO BED TWO BED SEMI PRIV. SEMI PRIV. TWO BED TWO BED SEMI DTWO BED D. SEMI V TWO B PRIV. W/BATH7: PRIV. W/BATH ONE BED IT Ll 7 ONE BED GEN. STORAGE EMPLOYEE DINING PRIVATE DINING ADMISSIONS COORDINATOR CLEAN LINEN JAN. SOILED LINEN MEIS; LOC I O MENS BATH 110 Q WOMEN BATH LOBBY GENERAL STORAGE FOOD STOR. MECHANICAL NURSE CARE DINING RECEP. GENERAL OFFICE ADMINISTRATION SALON OFFICE PHYSICAL THERAPY OFFICE JAN. KITCHEN Li PERSONAL DINING CONFERENCE GEN.STORAGE LEGEND PATH OF TRAVEL / EGRESS PATH 1 HOUR SMOKE BARRIER WALL CORRIDOR WALLS 1 HOUR FIRE RATED PARTITION ARCHITECTURE 2213 FOXWORTHY AVENUE SAN JOSE, CA 95124 949-257-9349 1-4 112LARCHITECTURE.COM 13� rw 5�0 ARCye STEVE MILLER AR-987295 REN.4/30/23 '9 2, 10 a F O F Z A z 0 z O 00 0 r n� V LU W °� m X X LU �f) � Lrl Uj(V �O �j O Z � 0 � W O Ul m O C 0 N rj o z � v � O°C z w z I'D 0� CL N V..� Q G d PROJ NO.: BLD-22-OXXXX FLOOR PLAN DATE: 03/28/22 REVISION: REVISION DATE: REVISION: DRAWN BY: Author Q oc O PRIV. BATH �� \ /� vc) PRIV. BATH ONE BEDDa�//ONE BED FLOOR PLAN 3/32 1 0 z_ Lu Lu Ln CONSTRUCTION NOTES 4�EMOLI�TIC)N PLAN - SHOWER 1 � A 5 DEMOLITION PLAN - SHOWER 2 � 6 �EMOLI�TIPON PLAN -SHOWER 3 � / 3/8" = 1'-0" 1� / / 2 0 NON -ACCESSIBLE TOILET COMPARTMENT N 1 1'-0" 10 60" X 48" — — — — — C L R_A R� 15 8 7 A-2.0 5 6 54" X 60" CLR. AREA 11 36" X 60" CLR. AREA 113 SHOWER R09M 12 11 2'-6" J U 'e'A — I � 2 PARTIAL FLOOR PLAN -SHOWER 2 I A 3 PARTIAL FLOOR PLAN -SHOWER 3 / / 3/8" = 1'-0" / 3/8" = V-0" / 1. ALL WORK IS NEW UNLESS OTHERWISE INDICATED 2. PROTECT STAFF, VISITORS, AND PATIENTS FROM AREA OF WORK. 3. MAINTAIN FIRE AND SMOKE RESISTIVE ASSEMBLIES DURING CONSTRUCTION BY PROVIDING RATED CONSTRUCTION BARRIERS AROUND COMPROMISED ASSEMBLIES, SEE DETAIL 1/A-3.0. 4. MAINTAIN FIRE ALARM AND FIRE SPRINKLER COVERAGE DURING CONSTRUCTION. PROTECT HEADS AND DEVICES IN PLACE UNLESS OTHERWISE INDICATED. 5. PENETRATIONS OF FIRE OR SMOKE RESISTIVE ASSEMBLIES SHALL BE PROTECTED PER A UL LISTED FIRE STOP SYSTEM 6. PATCH FIRE AND SMOKE RESISTIVE ASSEMBLIES PER DETAILS 2 AND 3/A-3.0 7. NOTCHING AND BORING OF WOOD STUD WALLS SHALL BE LIMITED PER DETAIL 4/A3.0 SHOWER CALCULATION MAXIMUM RESIDENTS SHOWERS/TUBS REQUIRED (1:20) 99 5 ARCHITECTURE 2213 FOXWORTHY AVENUE SAN JOSE, CA 95124 � 949-257-9349 � M2LARCHITECTURE.COM 0� (E) SHOWERS/TUBS IN FACILITY 10 SHOWERS/TUBS TO BE REMOVED 10 SHOWERS/TUBS TO BE ADDED 10 TOTAL SHOWERS/TUBS 10 ��SEO ARCy"' C� F STEVE MILLER �-A AR-987295 REN.4/30/23 F OF Z (� ��. h Fx1 KEYNOTES 1 EXISTING DOOR TO REMAIN 2 EXISTING PLUMBING FIXTURE TO REMAIN 3 EXISTING PLUMBING FIXTURE TO BE REMOVED. PROTECT EXISTING PLUMBING LINES IN PLACE, SEE PLUMBING PLAN FOR CONNECTIONS. 4 EXISTING NON -BEARING WALL TO BE REMOVED. PATCH CEILING PER DETAIL 6/A-2.0 5 EXISTING COUNTERTOP TO BE REMOVED 6 EXISTING IN -WALL ELECTRIC HEATER TO BE REMOVED, ELECTRICAL CIRCUIT IN PLACE 7 2X4 WOOD FRAMED WALL, SEE DETAIL 7/A3.0 8 3068 HOLLOW CORE WOOD DOOR AND FRAME, SEE DOOR SCHEDULE 13/A3.0 AND DETAILS 5 AND 6/A3.0 9 HANDWASHING FIXTURE, SEE PLUMBING SHEET, ANCHOR TO WALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS, SEE DETAIL 11/A3.0 FOR REQUIRED CLEARANCES. 10 WALK-IN TUB, SEE PLUMBING SHEET 11 GURNEY SHOWER WITH 2" SQUARE PORCELAIN TILE, DCOF>.42, SLOPE TOWARD DRAIN AT 1.5%, INSTALL PER TCNA MANUAL, PROVIDE COVED TILE BASE, SEE PLUMBING SHEET 12 2X6 WOOD FRAMED WALL, SEE DETAIL 7/A3.0 13 ACCESSIBLE SHOWER WITH 2" SQUARE PORCELAIN TILE, DCOF>.42, SLOPE TOWARD DRAIN AT 1.5%, INSTALL PER TCNA MANUAL, PROVIDE COVED TILE BASE, SEE PLUMBING SHEET AND DETAIL 14/A3.0 FOR MORE INFORMATION 14 TOILET, SEE PLUMBING SHEET, ANCHOR PER MANUFACTURER'S INSTALLATION INSTRUCTIONS, SEE DETAIL 10/A3.0 FOR REQUIRED CLEARANCES. 15 6" SQUARE PORCELAIN FLOOR TILE, DCOF>.42, SLOPE TOWARD DRAIN AT.25%, INSTALL PER TCNA MANUAL, PROVIDE 6" HIGH COVED TILE BASE 16 24" DEEP SOLID SURFACE COUNTERTOP, MOUNT AT 34" TO TOP 17 SEMI RECESSED ELECTRIC WALL HEATER, SEE ELECTRICAL PLAN 18 TILED 18" HIGH BUILT IN SEAT IN SHOWER PAN 19 CEILING MOUNTED CURTAIN TRACK WITH 1'-0" HIGH MESH AT TOP OF CURTAIN a H z 0 1�mmq F�m 1�mmq V) z Q O m 00 0 C� Lu W w oC m 0C X .x N � ' O z p w o m O C O N O � � � C�.7 0 z N o z v O z c? Lu = O� ^ °C z w z(=) 0Nor-, Lu PRO] NO.: BLD-22-OXXXX PARTIAL FLOOR PLAN DATE: 08/25/21 REVISION: REVISION DATE: zz REVISION: DRAWN BY: SAM Q 0 PARTIAL FLOOR PLAN - SHOWER 1 3/8" = 1'-0" z_ 1 1 w w n SHOWER ROOM-1 NORTH ' 1 /4" = 1'-0" n SHOWER ROOM-1 EAST 1 /4" = 1'-0" SHOWER ROOM-2 NORTH n SHOWER ROOM-2 EAST 1 /4" = 1'-0" U 1 /4" F-A [�-\ F-�l 1■■■■■■■■ ■■■■■■■ SEEN 7.1 ■■■■■■■ ";j';;;' 1■■■■■■■■■■■■■� 1■1 ■■■■■■■ 1■■■■■■■■■■■■■`'J■1 ■■■■■■■ 1■■■■■■■■■■■■■■■■N ■■■■■■■ SHOWER ROOM-1 SOUTH 1 /4" = 1'-0" L�� F�l F�l oil 1111 ■■■■■■■■■1�■1■■■■■■■■■■■■ ■■■■■■■■■■■■■■ SHOWER ROOM-2 SOUTH 1 /4" = 1'-0" SHOWER ROOM-3 NORTH n SHOWER ROOM-3 EAST n SHOWER ROOM-3 SOUTH 1 /4" = 1'-0" U 1 /4" = 1'-0" U 1 /4" = 1'-0" 13 TOILET ROOM-4 WEST 14 TOILET ROOM-4 NORTH 114" = 1'-0" 1 /4" = 1'-0" AHOWER ROOM-1 WEST Y 1 /4" = 1'-0" SHOWER ROOM-2 WEST 1/4" = 1'-0" ■ ■IN IFAI moon! 110, 10 ■■I'�■■■1■■■I 11,1■1 ml ■I _��Nll I■i■■■■■1M■■■Cal all n SHOWER ROOM-3 WEST 1 /4" = 1'-0" 15 TOILET ROOM-4 EAST 1 /4" = 1'-0" 16 TOILET ROOM-4 SOUTH 1 /4" = 1'-0" CONSTRUCTION NOTES 1. ALL WORK IS NEW UNLESS OTHERWISE INDICATED 2. PROTECT STAFF, VISITORS, AND PATIENTS FROM AREA OF WORM 3. MAINTAIN FIRE AND SMOKE RESISTIVE ASSEMBLIES DURING CONSTRUCTION BY PROVIDING RATED CONSTRUCTION BARRIER AROUND COMPROMISED ASSEMBLIES, SEE DETAIL 1/A-3.0. 4. MAINTAIN FIRE ALARM AND FIRE SPRINKLER COVERAGE DURING CONSTRUCTION. PROTECT HEADS AND DEVICES IN PLACE UNLESS OTHERWISE INDICATED. 5. PENETRATIONS OF FIRE OR SMOKE RESISTIVE ASSEMBLIES SHALL BE PROTECTED PER A UL LISTED FIRE STOP SYSTEM 6. PATCH FIRE AND SMOKE RESISTIVE ASSEMBLIES PER DETAILS 2 AND 3/A-3.0 7. NOTCHING AND BORING OF WOOD STUD WALLS SHALL BE LIMITED PER DETAIL 4/A3.0 � KEYNOTES 1 GRAB BAR, ANCHOR PER DETAILI5/A3.0 2 EXISTING PLUMBING FIXTURE TO REMAIN 3 EXISTING DOOR TO REMAIN 4 SHOWER ROD AND CURTAIN 5 6" SQUARE CERAMIC TILE OVER CBU OVER WATERPROOF MEMBRANE LAPPED INTO SHOWER PAN, INSTALL PER TCNA MANUAL, PROVIDE 6" HIGH COVED TILE BASE 6 SHOWER HEAD AND CONTROLS, SEE PLUMBING SHEETS 7 2X4 WOOD FRAMED WALL, SEE DETAIL 7/A3.0 8 3068 HOLLOW CORE WOOD DOOR AND FRAME, SEE DOOR SCHEDULE 13/A3.0 AND DETAILS 5 AND 6/A3.0 9 HANDWASHING FIXTURE, SEE PLUMBING SHEET, ANCHOR TO WALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS, SEE DETAIL 11/A3.0 FOR REQUIRED CLEARANCES. WALK-IN TUB, SEE PLUMBING SHEET 10 11 GURNEY SHOWER, SEE PLUMBING SHEET 12 2X6 WOOD FRAMED WALL, SEE DETAIL 7/A3.0 13 ACCESSIBLE SHOWER, SEE DETAIL 14/A3.0 FOR MORE INFORMATION 14 TOILET, SEE PLUMBING SHEET, ANCHOR PER MANUFACTURER'S INSTALLATION INSTRUCTIONS, SEE DETAIL 10/A3.0 FOR REQUIRED CLEARANCES. 16 24" DEEP SOLID SURFACE COUNTERTOP, MOUNT AT 34" TO TOP 17 SEMI RECESSED ELECTRIC WALL HEATER, SEE ELECTRICAL PLANS 18 TILED 18" HIGH BUILT IN SEAT IN SHOWER PAN 19 CEILING MOUNTED CURTAIN TRACK WITH 1'-0" HIGH MESH AT TOP OF CURTAIN 20 ACCESSIBLE FOLD UP SEAT, ANCHOR PER DETAILI6/A3.0, LOCATE PER DETAIL 14/A3.0 21 6" SQUARE CERAMIC TILE WAINSCOT WITH BULLNOSE TOP AT 48" A.F.F, INSTALL PER TCNA MANUAL, PROVIDE 6" HIGH COVED TILE BASE ARCHITECTURE 2213 FOXWORTHY AVENUE SAN JOSE, CA 95124 949-257-9349 M21-ARCHITECTURE.COM "AR-987295 EO ARc-A REN.4/30/23 I �P FOFZ a a z 0 1�mmq F�m 1�mmq V) z Q O 000 C� W w oC m F-I x x X .x � o LULUN N �.D ' O z w p o m o O N O C�.7 0 z N o z z 0 v O �? LU = v7 ) •• zLU z NOr-, LU PRO] NO.: BLD-22-OXXXX ELEVATIONS DATE: 05/12/22 REVISION: REVISION DATE: z REVISION: DRAWN BY: Author Q O w z � w w ■ 0 (A A FILE NO. WP 3514 1 GENERIC 1 HOUR 35 to 39 STC CUTTING ANDNOTCHLNG BORED HOLES FIRE RATED ASSEMBLY FIRE SOUND GYPSUM WALLBOARD, WOOD STUDS T T I I k� 2 xa STUD, - I TfLG',sAr' One layer +x" tyrs �r x LJM wallhoard nr pypsi:m ienAer hasp, a-)pliwi parallel nr at rght 2 X ri z1lTD- I 2rla� I�dx� V16" y,� ROP20HOLE (E) 2X WOOD FRAMED WALL (E) 2X WOOD FRAMED WALL angtes to each side of 2 x 4 wood studs 16" o.c. with 1 14' Type W drywall screws 12" DEMOLISHED PORTION OF RATED ASSEMBLY OR REMOVED PROTECTED Joints staggered 16" oR opposita sides. (LOAD -BEARING) NOrcB 2 xd STUD- I71Ii••6L�i : z xrw aTtm z u1� r►Iax 4X6 HEADER SEE DETAIL 7/A-2.0 OPENING FIRE RATED ASSEMBLY PER DETAIL AI pax 1V2igt: 7 psf Fire Teak: SVYIi C1.11-61%1, 3-94 5/8" TYPE X GYPSUM BOARD EXTENDED 5/8" TYPE X GYPSUM BOARD EXTENDED 2/A-2.0. RATING TO MATCH THE 40%AI-LOWED 4CM ALLOWED hNY WALL INTO JAMB 1/2" INTO JAMB 1/2" _. DEMOLISHED ASSEMBLY GA FILE NO. RC 2:602 GENERIC 7 HOUR NONBEAF1NQPAFTITIO145 11 61-0 FARE WOOD TRUSSES, GYPSUM WALLBOARD 2 x a STTJD -- s 1n•• 1HAx• aF CLR '-- Base layer sla" type X gypsum wallboard applied at right angles to wood roof trusses 24- ;r,L 2x6 STUD-- s srre••na•sx• o.c. with 11W Type IN or S drywall screws 24" o.c. Face- layer 51o" types X ppeum �+:, y STT)D roe n xOIX 8'-0" CORRIDOR REDUCED NO MORE THAN 6'-0" wwallbQard or gypsum veneer base appli od al right angle**- to tru sses with 174" Type W w -., 5 drywall screws 12" o-.c_ at joints and intermediate trusses and 1112" Type G drywallr DOOR FRAME, FIRE RATED PER PLAN DOOR FRAME, FIRE RATED PER PLAN screws 12" o.c, pFaced 2" Lack on either side of end joints. Joints affsek 24" from Case 43-u .- j., -��. `'� M4TCH 2SCdSTi1iY-- 7�•TdA3C � ANCHOR PER MANUFACTURES ANCHOR PER MANUFACTURES layerjoints. Wood trusses supporting Y2" wocd structural panels applied at right angles ��� :. ' 7{== z x; sTM-- I311• MXV, INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS to trusses with 8d nails- Appropriate roof covering. Ceiling provides one hour flre � - � . s:s•MIY. resistance prote etion for trusses. _ .L-mom NOTES: 1. TEMPORARY RATED ASSEMBLY �$ Aii4Wm DOOR, FIRE RATED PER PLAN DOOR, FIRE RATED PER PLAN SHALL MATCH HEIGHT OF WALL IT EXTERIOR �Al�s AND Alai MO NONEEARING WALL IS PROTECTING. 2. SEE DETAIL 7/A-2.0 FOR MORE Approx- Ce3lirlg BEARING, PARTITIONS Oft EACH SORM STM 00W&ED BORED HOLE NOT PERMITTED IN INFORMATION Weight: 5 psf Fire Test FM PC 172, -2-25-72; MODE THAN TWO $UCCESS VE. DOUBLED STUDS TEMPORARY BARRIER 1 RATED WALL 2 RATED CEILING 3 STUD NOTCHING 4 DOORJAMB 5 DOOR HEADER 6 SCALE: 1/4" = V-0° SCALE: NTS SCALE: NTS SCALE: 1/2" = V-0° SCALE: 1" V-0" SCALE: 1" = V-0° DOUBLE TOP PLATE ANCHORED TO (E) JOISTS WITH (2) 16d NAIL AT 24" O.C. 6 min 4 min 4 min 914 A min 1 max I 1372 610 305 ` �6 min 14 � fir` � -, i i NOTES: � � � 1. HANDLE SHALL BE LEVER TYPE WITH I I16 lYllh RETURN F F F 2X4 CRIPPLE STUDS AT 16" O.C. E 2X4 WOOD STUDS AT O 4 min r � � ' 2. CLEAR DOOR WIDTH SHALL BE 32" MIN. WITH A34 CLIPS AT EACH END 2X4 WOOD STUDS AT 16" O.C. 16" O.C. 17 �I - -- 4- LEAF A CE � M r. ' � � ado 6ir:clres THRESHOLD HEIGHT SHALL BE 1/2" MAX. 092 mm) st 4. HARDWARE SHALL BE LISTED FOR USE exterrar; e IN FIRE DOORS. afexeraor 24 + I-- 5. HANDLE SHALL BE 34 44 A.F.F. ----------- - -6. DOOR SHALL HAVE CLOSER WHICH 4X6 WOOD HEADER WITH A34 CLIPS AT EACH ENDMITTED transfer I stile EX I I ,rDOOR� ' L - - - - -- 2 ZP CLOSES PER CBC 11-404.2.8 7. DOOR OPENING FORCE SHALL NOT i front approach, pull side EXCEED 5 LBS. 4X WOOD BLOCKING WITH I I TO OVER r� I 25 max 8. DOOR SURFACE SHALL BE SMOOTH 2X4 KING AND JACK STUDS A34 CLIPS AT EACH END I I f4ATCj4ED F?TXXV b� 279 .............. WITH A34 CLIPS AT EACH END '`. JMANEUVERING(b) ` � - "L i BRAE plan elevation Ia Lestary 12 rNn E (E) PTDF SILL PLATE TO F?lrfi7 REMAIN, TRIM AS REQUIRED FOR NEW DOOR, PROVIDE 3/8 HILTI TZ2 EXPANSION ANCHOR WITH 2" EMBEDMENT-' NOTES: NOTES: NOTES: `" '-'-'-'-' WITHIN 9" OF SILL PLATE END 1. GRAB BARS SHALL BE 1-1/4" MIN. AND 2" MAX. DIAMETER 1. CENTERLINE OF TOILET SHALL BE 18" FROM SIDE WALL 1. COUNTER MOUNTED SINK SHALL BE 34" A.F.F. MAX WHEN (E) ANCHOR IS 2. GRAB BARS SHALL BE 1-1/2" FROM WALL AND OBSTACLES 2. SEAT SHALL BE 15-19" A.F.F. 2. FAUCETS SHALL BE LEVER TYPE GREATER THAN 9". 3. GRAB BARS SHALL BE 33" MIN. AND 36" MAX. ABOVE FINISH FLOOR. 3. TOILET PAPER DISPENSER SHALL BE 7-9" IN FRONT OF TOILET AND 19" MIN. A.F.F. 3. EXPOSED PIPES AND SURFACES UNDER COUNTER SHALL BE INSULATED OR COVERED 4. SEE DETAIL 15/A3.0 FOR ANCHORAGE 4. FLUSH CONTROLS SHALL BE ON OPEN SIDE OF TOILET 4. CENTERLINE OF SINK SHALL BE 18" MIN. FROM SIDE WALL NOTES: 1. WOOD SHALL BE GRADE 2 ORC} BETTER front appr-a$oh, push side, dater 2. TORQUE TEST 100% OF provided 01h both closer and latch EXPANSION ANCHORS AT 25 FT-LBS WALL FRAMING SCALE: 1/411= V-o° 7 BLOCKING SCALE: 1" V-0" 8 GRAB BAR SCALE: NTS 9 (E) TOILET CLEARANCE SCALE:1/4" V-0° 10 (E) SINK CLEARANCE SCALE: 1/4" V-0" 11 DOOR CLEARANCE SCALE: 1/4" V-o° 12 = = = = 6 max ....-. 27 max DOOR: 20 MINUTE RATED - MINERAL CORE WOOD - SINGLE LEAF - 36X80 GRAHAM - GPD-FD 45 FRAME: l bnck wall sss 16 min cooeide backwali •. 1-j 2X4 WOOD STUD WALL WALL FINISH PER PLAN/ELEVATIONS 2X4 WOOD STUD WALL WALL FINISH PER PLAN/ELEVATIONS 20 MINUTE RATED - STEEL - CURRIES - CM SERIES E wel! r 1. E N � 4X WOOD BLOCKING PER DETAIL 8/A3.0 4X WOOD BLOCKING PER DETAIL 8/A3.0 HARDWARE: HANDLE - SARGENT - 11 LINE - BATHROOM KEYED LOCK SHOWER GRAB BAR HINGE - MCKINNEY - FULL MORTISE - FIVE KNUCKLE - 3 PER DOOR KICKPLATE - 10" - ROCKWOOD - K1038 NOTES: THRESHOLD - NONE 1. BACK WALL GRAB BAR SHALL NOT EXTEND SHOWER CONTROLS \ SHOWER FOLD UP SEAT CLOSER - YALE - 4400 SERIES - ABOVE DOOR OVER SEAT. A \ / 2. SIDE GRAB BAR SHALL EXTEND TO END OF \ X NOTES: SHOWER. \ X 1-1/2" ROUND STAINLESS STEEL GRAB / \ 1. DOOR SHALL SWING OPEN 180 DEGREES 2. DOOR SHALL PROTRUDE NO MORE THAN 7" INTO CORRIDOR WHEN FULLY OPEN 22-23 x / BAR WITH 1-1/2" CLEARANCE TO WALL / \ 84 m 3. HARDWARE SHALL MATCH EXISTING HARDWARE FINISHES 4. HARDWARE SHALL BE LISTED FOR USE IN FIRE DOORS 5. DOOR GAPS SHALL BE PER NFPA 80 rC _ _ J seat seat A #14 MINIMUM WOOD SCREWS WITH 2" #14 MINIMUM WOOD SCREWS WITH 2" c m well r wall EMBEDMENT INTO STUDS OR BLOCKING, 3 EMBEDMENT INTO BLOCKING, AT ALL " rl rn Ll PER ANCHOR PLATE \ \ / MANUFACTURER'S ANCHOR POINTS. compartment 21/2 max -6 entry sa-Q64 A -A SHOWER SEAT NOTES: NOTE: COVER SCREWS WITH ESCUTCHEON NOTE: COVER SCREWS WITH ESCUTCHEON 1. ANCHOR PER DETAIL 16/A3.0 DOOR SCHEDULE 13 ACCESSIBLE SHOWER 14 GRAB BAR 15 SHOWER SEAT 16 NOT USED 17 NOT USED 18 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS NOT USED 19 NOT USED 20 NOT USED 21 NOT USED 22 NOT USED 23 NOT USED 24 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS NOT USED 25 NOT USED 26 NOT USED 27 NOT USED 28 NOT USED 29 NOT USED 30 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS ARCHITECTURE 2213 FOXWORTHY AVENUE SAN JOSE, CA 95124 949-257-9349 M2LARCHITECTURE.COM � W SEO A R cylT STEVE MILLER �-A AR-987295 REN.4/30/23 �P FOFZ h z 0 z Q O m Om 00 0 m F-I x x X .x � o W w N N �.D ' O z 0 w O CO O C ON O V- � � C�.7 z N o z z 0 v cw = U' • • zLU z N LU PRO] NO.: BLD-22-OXXXX DETAILS DATE: 05/12/22 REVISION: REVISION DATE: z REVISION: DRAWN BY: Author Q O U- z LU LU U) TYP. QWER ROOM 110 I I I I I I I I n I II I II 14" I- T� I I � PLUMBING DEMO PLAN - SHOWER 1 JoIr 2 PLUMBING PLAN - SHOWER 1 n 3/8 = 1 -0 / 3/8 = 1 -0 / PLUMBING DEMO PLAN - SHOWER 2 �00r,r I PLUMBING PLAN - SHOWER 2 4 e% ,!l ll — A 1 /All �I CONSTRUCTION NOTES 1. ALL WORK IS NEW UNLESS OTHERWISE NOTED 2. MECHANICAL AND PLUMBING SYSTEMS AND COMPONENTS SHALL MEET OR EXCEED THE REQUIREMENTS OF CPC, CMC, AND LOCAL CODE REQUIREMENTS 3. SPECIFIED EQUIPMENT MAY BE SUBSTITUTED WITH ARCHITECT'S REVIEW AND APPROVAL. 4. DOMESTIC WATER PIPES SHALL BE TYPE "L" COPPER MID RANGE LEAD FREE. 5. WASTE LINES SHALL BE "NO -HUB" MALLABLE IRON WITH HEAVY DUTY FOUR BAND COUPLINGS AND DRAIN 1/8"-1/4" PER FOOT TOWARD THE MAIN LINES 6. PIPES, FITTINGS, FLUTING, AND FIXTURES USED TO CONVEY POTABLE WATER SHALL BE LEAD FREE IN COMPLIANCE WITH CA AB 1953 7. PLUMBING FIXTURES SHALL MEET THE FOLLOWING MAXIMUM FLOW RATES SET BY THE CA ENERGY COMMISSION A. WATER CLOSETS 1.2 GPM B. SHOWER HEAD 2.0 GPM C. LAUNDRY FAUCETS 2.2 GPM D. KITCHEN SINKS 1.8 GPM E. OTHER SINKS 1.5 GPM 8. NO UNRECIRCULATED WATER LINES SHALL EXCEED 25AND THERE SHALL BE NO DEAD ENDS. REMOVE DEMOLISHED LINES BACK TO NEAREST TEE. 9. CONTRACTOR SHALL VERIFY THE EXISTING EXHAUST FANS IN EACH SHOWER ROOM EXCEEDS 200 CFM. CONTRACTOR SHALL VERIFY THERE ARE NO EXISTING RETURN DUCTS IN THE SHOWER ROOMS KEYNOTES 1 EXISTING HOT AND COLD MAIN LINES IN ATTIC, PROTECT IN PLACE 2 EXISTING VENT THROUGH THE ROOF TO REMAIN 3 EXTEND WASTE LINES UNDERGROUND, SLOPE TO POC. PATCH CONCRETE WITH 3000 PSI CONCRETE AND #4 BARS AT 18" O.CO 12" LONG MINUMIM WITH 4" EMBEDMENT INTO EXISTING CONCRETE 4 EXISTING WASTE LINE UNDERGROUND TO REMAIN 5 CONNECT TO EXISTING VENT THROUGH THE ROOF 6 PROVIDE WATER SUPPLY LINES IN ATTIC, SUPPORT WITH 1-HOLE CLIPS AT 8'-0" O.C. TO EXISTING STRUCTURE. 7 REMOVE EXISTING WATER SUPPLY LINES IN ATTIC FROM REMOVED FIXTURES REMOVE EXISTING FLOOR DRAIN, PROTECT CONNECTION TO VENT 8 9 1 EXISTING PLUMBING FIXTURE TO BE REMOVED 10 REMOVE PORTION OF WASTE LINE EXISTING PLUMBING FIXTURE TO REMAIN 11 LEGEND SYMBOL DESCRIPTION POC POINT OF CONNECTION WITH (E) SERVICE H HOT WATER PIPE (SIZE PER PLAN 1 /2" IF NO NOTATION) C COLD WATER PIPE SIZE PER PLAN 1 2" IF NO NOTATION S SEWER PIPE SIZE PER PLAN 2" IF NO NOTATION VTR O 1-1 /2" VENT THRU ROOF PIPE INSIDE WALL PLUMBING SCHEDULE MARK I EQUIPMENT I MANUF. I MODEL SHOWER HEAD/ CHICAGO 1 MIXING VALVE 1 FLOOR DRAIN ZURN WC 1 WATER CLOSET KOHLER HW WAND WASHING FIXTURE AMERICAN STANDARD 1 T�WALK 1 IN TUB MEDITUB 1905 VOCCP REMARKS PROVIDE HAND HELD SHOWER #152 WITH 24" SLIDE BAR Z415-3NL-5B I SET ADJUSTABLE COLLAR TO ARCHITECTURE 2213 FOXWORTHY AVENUE SAN JOSE, CA 95124 � 949-257-9349 � M2LARCHITECTURE.COM 0� ED A R cylT C� F STEVE MILLER �-A AR-987295 REN.4/30/23 0�P FFZ (� ��. h a H z 0 F�m V) c� W 0 00 0 w w oc m F—I x x X .x LULU N O N O ' O z p w O m O C O N O � � � C�.7 z N o z 0 v z O �? LU = v7 •• zLU z 0 � a N � LU PROVIDE < 2% FLOOR SLOPE CIMARRON GPF = 1.28, PROVIDE FLUSH Q K-3619-RA-0 VALVE ON OPEN SIDE c~ J DECORUM PROVIDE MOEN CA9301 FAUCET 9024901 EC BATTERY OPERATED TOUCHLESS 0 a 306OWCLWD Q NOTES: 1. PROVIDE CHICAGO #1017ABCP STOPS AND SUPPLIES 2. SHOWER SHALL HAVE A PRESSURE BALANCE, THERMOSTATIC MIXING VALVE, OR A COMBINATION. 3. SINK FAUCETS SHALL PROVIDE A LAMINAR FLOW PRO] NO.: BLD-22-OXXXX i PLUMBING SHEET DATE: 05/12/22 REVISION: REVISION DATE: z REVISION: DRAWN BY: Author Q O w z � w w 100 U) PLUMBING DEMO PLAN - SHOWER 3 / 6 PLUMBING PLAN - SHOWER 3 / 3/8 = 1 -0 / 3/8 = 1 -0 ELECTRICAL SYMBOLS LIST m WALL MOUNTED DUAL —TECHNOLOGY OCCUPANCY SENSOR -- SINGLE SWITCH (DUAL LEVEL FOR » ab» SWITCHING). RR CEILING MOUNTED DUAL —TECHNOLOGY OCCUPANCY SENSOR ® CEILING MOUNTED DUAL —TECHNOLOGY OCCUPANCY SENSOR 20Af 120V-1 D GROUNDING TYPE DUPLEX RECEPTACLE MOUNTED AT +18 A.F.F. AND NOT LESS THAN 15" AFF TO BOTTOM OF BOX U.O.N. 20Af 120V-1 0 GROUNDING TYPE FOUR—PLEX RECEPTACLE MOUNTED AT +18» A.F.F. U.O.N. 20Af 120V-10 GFCI TYPE DUPLEX RECEPTACLE MOUNTED AT +18» (AND AND NOT LESS THAN 15» AFF TO BOTTOM OF BOX) —U.O.N. 20A 120V-1 0 GROUNDING TYPE GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE MOUNTED ABOVE 4 ABOVE COUNTER BACK SPLASH, UON. COORDINATE FINAL HEIGHT WITH ARCHITECT / INTERIOR DESIGNER. CB ENCLOSED CIRCUIT BREAKER IN NEMA 1 ENCLOSURE -SIZE AS INDICATED. NC NURSE CALL PULL STATION I �� CIRCUIT BREAKER -SIZE AS INDICATED. O 0 F FUSED DISCONNECT SWITCH. AMPS, POLES AND FUSE SIZE AS INDICATED. OPEN- INDICATES NON -FUSED W.P. - INDICATES NEMA 3R ENCLOSURE M MANUAL MOTOR STARTER SWITCH. HORSEPOWER RATED-120V - 10 -U.O.N. PROVIDE COMPLETE WITH THERMAL OVERLOAD PROTECTION. J JUNCTION BOX. SIZED BY THE CONTRACTOR PER ACTUAL NUMBER OF CONDUITS AND/OR CONDUCTORS PASSING THRU. Q JUNCTION BOX, FLUSH MOUNTED AT +18"A.F.F. - U.O.N. MOTOR OUTLET. H.P. OR F.L.A. - VOLTS & PHASE AS INDICATED. VERIFY ELECTRICAL CHARACTERISTICS AND CONNECTION REQUIREMENTS WITH INSTALLED EQUIPMENT MFG. PRIOR TO ANY ROUGH -IN WORK. BRANCH CIRCUIT PANELBOARD. FLUSH OR SURFACE MTD. AS INDICATED. T TELEPHONE ROUGH -IN OUTLET BOX MOUNTED AT +18" A.F.F. WITH - U.O.N.. PROVIDE (1)1" C.O. TO POINT ABOVE ACCESSIBLE CEILING SPACE OR AS OTHERWISE INDICATED. W — DENOTES WALL MOUNTED ® +48" A.F.F. U.O.N. DATA ROUGH —IN OUTLET BOX MOUNTED AT +18" A.F.F. WITH — U.O.N.. PROVIDE (1)1" C.O. TO POINT ABOVE ACCESSIBLE CEILING SPACE OR AS OTHERWISE INDICATED. COMBINATION TELE/DATA ROUGH —IN OUTLET BOX MOUNTED AT +18" A.F.F. WITH — U.O.N.. PROVIDE (1)1" C.O. TO POINT ABOVE ACCESSIBLE CEILING SPACE OR AS OTHERWISE INDICATED. W — DENOTES WALL MOUNTED © +48" A.F.F. U.O.N. CONDUIT CONCEALED WITHIN BUILDING WALLS OR CEILING SPACE. TICK MARKS INDICATE QUANTITY OF #12 THHN THWN CONDUCTORS — U.O.N.. CONDUIT SHOWN WITH NO TICK MARKS INDICATE 2 #12 THHN / THWN CONDUCTORS — U.O.N.. CONDUIT SHALL BE 3/4" MINIMUM — U.O.N.. INCLUDE CODE SIZED COPPER BOND CONDUCTOR (NOT SHOWN ON PLAN) IN ALL CONDUIT RUNS. CONDUIT ROUTED BELOW FINISHED GRADE AND / OR CONCRETE SLAB. TICK MARKS INDICATE QUANTITY OF #12 THHN / THWN CONDUCTORS — U.O.N.. CONDUITS SHOWN WITH NO TICK MARKS INDICATE 2 #12 THHN / THWN CONDUCTORS — U.O.N.. CONDUIT SHALL BE 3/4" MINIMUM — U.O.N.. INCLUDE CODE SIZED COPPER BOND CONDUCTOR NOT SHOWN ON PLAN IN ALL CONDUIT RUNS. HOMERUN TO DESTINATION AS INDICATED. REFER TO CONDUIT SYMBOL ABOVE INDICATES CONDUIT DROP WITHIN BUILDING WALL. REFER TO CONDUIT SYMBOL ABOVE —O INDICATES CONDUIT RISER WITHIN BUILDING WALL. REFER TO CONDUIT SYMBOL ABOVE FLEXIBLE CONDUIT CONNECTION FROM JUNCTION BOX 1 GROUND of FIRE ALARM STROBE ❑N NURSE CALL PULL STATION [El STAFF EMERGENCY CALL STATION B TA TI CODE BLUES ON \If 0 NURSE CALL DOME LIGHT ELECTRICAL PLAN - SHOWER 1 3/8" = 1'-0" E. ELECTRICAL PLAN - SHOWER 2 15 3/8" = 1'-0" 16 ELECTRICAL PLAN - SHOWER 3 3/8" = V-0" is ELECTRICAL FIXTURE SCHEDULE MARK MANUFACTURER QUANTITY FIXTURE VOLTS REMARKS CATALOG NUMBER TYPE WATTAGE O LITHONIA 1 50 120 CONNECT TO (E) CIRCUIT FOR REMOVED LIGHTS. MARKED LDN6 LED SUITABLE FOR WET OR DAMP LOCATIONS. O STIEBEL ELTRON 1 1500 120 CONNECT TO (E) CIRCUIT FOR REMOVED HEATER. LOAD CK-15E HEATER REDUCED. 17. 18. 19 20• 21 22• 23. 24. 25. 26. 27 ELECTRICAL NOTES ALL WORK IS NEW UNLESS OTHERWISE INDICATED. PROVIDE ALL LABOR, EQUIPMENT AND COMPONENTS TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM THESE ELECTRICAL DRAWINGS ARE DIAGRAMATIC AND REPRESENT THE INTENT IF THE ELECTRICAL WORK, AND MAY NOT REPRESENT A COMPLETE OPPERATING SYSTEM. ALL POWER BRANCH CIRCUITS SHALL BE INSTALLED WITH A #12 MIN. GROUND WIRE. CONNECT ALL CIRCUITS SHOWN IN AREA OF WORK TO EXISTING JUNCTION BOXES. ELECTRICIAN SHALL NOT LOAD ANY CIRCUIT WITH MORE THAN o/ F THE CIRCUITS WIRES AND 0 80 0 0 U ( BREAKERS CAPACITY. LIGHT FIXTURES NURSE CALL E UIPMENT, C AND ELECTRICAL Q COMPONENTS SHALL BE LISTED FOR USE IN A WET LOCATIO INSTALL RACEWAY SYSTEMS AS FOLLOWS: A. USE FLEXIBLE METALLIC CONDUIT ONLY IN AREAS AS PERMITTED BY TH CODE LOCAL AUTHORITY. USE SEAL-TITE IN C U 0 AREAS EXPOSED TO WEATHER. B. USE RIGID GALVANIZED STEEL IN ALL AREAS EXPOSED TO WEATHER OR PHYSICAL DAMAGE. C. USE COMPRESSION TYPE FITTINGS FOR ELECTRICAL METALLIC TUBING WHERE UTILIZED. D. USE P.V.C. CONDUIT UNDERGROUND WITH CODE SIZED GROUND. CONDUIT RISERS AND STUBS ABOVE E. USE EMT OR MC CABLE AT INDOOR LOCATIONS. ALL NEW WIRING SHALL BE COPPER TYPE "THHN THWN" U.O.N. ALL NEW DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE AND TO BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS U.O.N. OUTDOOR DISCONNECT BOXES TO BE NEMA TYPE 3R. ALL FIXTURE DEVICE ETC. LOCATIONS SHALL BE VERIFIED WITH ARCH. DRAWINGS AS WELL AS EQUIPMENT SUPPLIER REQUIREMENTS PRIOR TO ANY ROUGH -IN WORK. ALL LIGHTING FIXTURES SHALL BE MOUNTED AND SUPPORTED IN ACCORDANCE WITH OSHA STANDARDS AND ALL LOCAL STATE AND NATIONAL ELECTRICAL CODES. ELECTRICAL CONTRACTOR SHALL PROVIDE LIGHTING FIXTURE MOUNTING KITS AS REQUIRED TO SUIT THE EXACT TYPE OF CEILING TO WHICH THEY ARE MOUNTED. THESE DRAWINGS ARE DIAGRAMMATIC AND REPRESENT THE INTENT OF EQUIPMENT, DEVICES, ETC ... TO BE CONNECTED AND THE CIRCUITS TO WHICH THEY ARE TO BE CONNECTED TO. CONTRACTOR SHALL INSTALL ALL CONDUIT, J-BOXES, ETC ... AS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM. ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF. ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL LOCAL,STATE, AND NATIONAL GOVERNING CODES. ALL EQUIPMENT SHALL BE NEW AND BEAR A "UL" LABEL - U.ON. ELECTRICAL CONTRACTOR SHALL BE INCLUDED IN BID - COSTS FOR ALL HVAC CONTROL COMPONENTS, CONDUITS, DEVICES, ETC ... AS DEEMED NECESSARY FOR A COMPLETE AND OPERATIONAL HVAC SYSTEM. REFER TO MECHANICAL DRAWINGS, DIAGRAMS AND SPECS FOR THOSE ITEMS REQUIRED UNDER THE ELECTRICAL SECTION OF THIS CONTRACT. ELECTRICAL CONTRACTOR SHALL VISIT SITE PRIOR TO BID DATE, TO VERIFY ALL EXISTING CONDITIONS TO BE ENCOUNTERED IN THE INSTALLATION OF ALL NEW EQUIPMENT, FIXTURES, DEVICES, FEEDERS, ETC ... EXACT INSTALLATION METHOD AND REQUIREMENTS SHALL BE VERIFIED AND DETERMINED PRIOR TO BID DATE. CONTRACTOR SHALL IMMEDIATELY NOTIFY THIS ENGINEER OF ANY REQUIRED MODIFICATIONS WHICH ARE NOT SHOWN ON THESE DRAWINGS. SUBMITTAL OF BID INDICATES CONTRACTOR IS AWARE OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED. ALL ELECTRICAL EQUIPMENT CHARACTERISTICS, LOCATIONS, AND CONNECTION REQUIREMENTS SHALL BE VERIFIED PRIOR TO ANY ROUGH -IN WORK. COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH THE PRESENTLY ADOPTED EDITION OF THE N.E.C. ART. 250. 0 NOTIFY THE ENGINEER IMMEDIATELY WHEREVER EXISTING EQUIPMENT IS ENCOUNTERED WHICH MUST BE RELOCATED DUE TO THE NEW CONSTRUCTION, OR NOT INDICATED ON "AS -BUILT" DRAWINGS OR WAS BURIED UNDERGROUND OR EMBEDDED IN STRUCTURE WALLS. RECEPTACLE OUTLET LOCATIONS SHALL COMPLY WITH NEC 210-52. THIS SHALL INCLUDE 120 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLES INSTALLED IN BATHROOMS GARAGES BASEMENTS, OUTDOORS, KITCHEN COUNTERS, AND WET BAR SINKS HAVE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION. GFCI RECEPTACLES SHALL BE LISTED TAMPER RESISTANT. 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SS RECEPTA LE HALL BE PROVIDED BY A LISTED ARC FAULT C CIRCUIT INTERRUPTER, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION TO THE BRANCH CIRCUIT. NON-METALLIC SHEATHING (ROMEX) SHALL BE CONCEALED WITHIN CONSTRUCTION OR PROTECTED FROM PHYSICAL DAMAGE. PROVIDE AT LEAST 1 LIGHTING CIRCUIT FOR EACH 500 SQUARE FEET OF LIVABLE FLOOR SPACE. CONTRACTOR SHALL LABEL ALL CIRCUITS KEYNOTES 1 EXISTING DOME LIGHTS TO REMAIN 2 6" RECESSED CAN LIGHTS, LED, CONNECT TO EXISTING CIRCUIT IN AREA OF WORK, CONNECT TO EXISTING LIGHT SWITCH 3 WALL MOUNTED ELECTRIC HEATER, SEE SCHEDULE BELOW, CONNECT TO EXISTING CIRCUIT IN AREA OF WORK 4 LIGHT SWITCH, 120 VOLT, MOUNTED 40" A.F.F. 5 20 AMP ELECTRICAL DUPLEX RECEPTACLE, SEE NOTES AND SPECIFICATIONS. 6 RELOCATE EXISTING NURSE CALL PULL STATIONS AS INDICATED ARCHITECTURE 2213 FOXWORTHY AVENUE SAN JOSE CA 95124 949-257-9349 1� I _ M2LARCHITECT RE. OM U C D ARC C ti l v ti C' v STEVE MILLER -A AR-987295 REN.4/30/23 FOFZ oCk z 0 1�mmq F�m 1�mmq V) z O M 00 0 C� DC .x WLU N O N O 0 0LU :D m O O N O O oc z to N z 0 v a O U-) c? w= O°Cz J z � � M N LU "D m Q PRO] NO.: BLD-22-OXXXX ELECTRICAL PLAN DATE: 09/21/21 REVISION: • z O Q 0 z U w r-1 L.L a a Q U0 J Q a REVISION DATE: z REVISION: DRAWN BY: Author Q O w E 100 z � w w U) GENERAL REQUIREMENTS 1. WORK INCLUDED@ PROVIDE ALL LABOR, MATERIALS, APPLIANCES, TOOLS, EQUIPMENT, FACILITIES, TRANSPORTATION, AND SERVICES NECESSARY FOR AND INCIDENTAL TO PERFORMING ALL OPERATIONS IN CONNECTION WITH FURNISHING, INSTALLATION, AND MAKING FULLY OPERATIONAL THE WORK OF THIS DIVISION, COMPLETE, AND AS SHOWN AND/OR SPECIFIED HEREIN. A. EXCEPT SUCH MATERIAL OR EQUIPMENT SPECIFICALLY INDICATED AS FURNISHED BY THE OWNER, OR BY OTHERS. B. PRIOR TO COMMENCING THE WORK, CONTRACTOR SHALL INSPECT THE SITE AND BY SUBMITTING A BID FOR THE WORK, SHALL BE DEEMED TO HAVE VERIFIED ALL EXISTING CONDITIONS AND ACCEPTS SAME AS TRUE AND COMPLETE. C. RELATED SECTIONS AND ASSOCIATED WORK: 1) DIVISION 1 AND THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO ALL WORK HEREIN SPECIFIED. ADDITIONALLY, THIS SPECIFICATION SUPPLEMENTS THE APPLICABLE REQUIREMENTS OF OTHER DIVISIONS. 2) EQUIPMENT, DEVICES AND WIRING FURNISHED UNDER DIVISION 22 AND 23 AND INDICATED FOR INSTALLATION UNDER THIS DIVISION SHALL BE INSTALLED IN ACCORDANCE WITH DIVISION 22 AND 23 AND ASSOCIATED DRAWINGS. 3) CUTTING, DRILLING, AND PATCHING SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE SPECIFICATIONS. 4) ROUGH- AND FINISHED -CONCRETE WORK REQUIRED SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE SPECIFICATIONS. 2. SUBMITTALS@ SUBMIT WRITTEN INFORMATION TO THE OWNER FOR APPROVAL, AS FOLLOWS: A. PRODUCT DATA AND SHOP DRAWINGS: THREE COPIES WITHIN FIVE (5) DAYS OF THE AWARD OF CONTRACT. EQUIPMENT AND MATERIALS FOR WHICH SUBMITTALS ARE REQUIRED SHALL INCLUDE: WIRING DEVICES; SWITCHBOARDS; DISCONNECT SWITCHES; TRANSFORMERS; PANELBOARDS; MOTOR CONTROLLERS; LIGHT FIXTURES AND LIGHTING SYSTEM -ASSOCIATED CONTROL SYSTEM COMPONENTS, POLES AND MOUNTING BASES. (SUBMITTALS FOR REINFORCED CONCRETE BASES FOR LIGHTING POLES SHALL INCLUDE FOUNDATION DESIGN/INSTALLATION DRAWINGS SIGNED BY A STRUCTURAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF CALIFORNIA.) 1) SUBSTITUTIONS: MANUFACTURER AND CATALOG NUMBERS INDICATED ARE FOR THE PURPOSE OF ESTABLISHING STANDARDS OF QUALITY, ALLOWABLE SIZE OF COMPONENTS, AND TYPE OF MATERIALS TO BE USED. PRODUCTS BY OTHER MANUFACTURERS WILL BE CONSIDERED IF THE SUBMITTAL ASSOCIATED WITH THAT ITEM IS CLEARLY MARKED "THIS ITEM IS A SUBSTITUTION", AND IT COMPLIES WITH THE FOLLOWING: (1) QUALITY AND CAPACITY ARE EQUAL TO OR BETTER THAN THE SPECIFIED ITEM, AND (2) COMPONENTS FIT IN THE ALLOWED SPACES AND ARE SIMILAR IN APPEARANCE. NO SUBSTITUTION ITEMS MAY BE FURNISHED OR INSTALLED WITHOUT WRITTEN APPROVAL OF THE OWNER. B. OPERATIONS AND MAINTENANCE MANUALS: THREE COPIES OF OPERATING AND MAINTENANCE DATA FOR ALL ELECTRICAL EQUIPMENT, BOUND IN A HARDCOVER THREE-RING PLASTIC BINDER WITH A TABLE OF CONTENTS. C. RECORD DRAWINGS: DURING THE WORK, MAINTAIN A SET OF AS -BUILT DRAWINGS AT THE SITE BY NOTING ON THEM IN WRITING (IN A CLEAR, NEAT AND THOROUGH MANNER) ALL CHANGES TO THE CONTRACT. ANNOTATIONS SHALL BE CURRENT WITH ALL WORK PERFORMED. SUBMIT THESE RECORD DRAWINGS UPON COMPLETION OF THE WORK. S. COORDINATION@ PROVIDE NECESSARY COORDINATION WITH SERVING UTILITY COMPANIES TO ESTABLISH SERVICE ENTRANCE FACILITIES, AND TO MEET OTHER REQUIREMENTS FOR A COMPLETE AND OPERABLE INSTALLATION. VERIFY SIZE AND ORIENTATION OF EQUIPMENT TO BE INSTALLED IN INTERIOR SPACES WITH THE MANUFACTURER OF THAT EQUIPMENT TO ENSURE ADEQUATE WORKING CLEARANCE AND VENTILATION. COORDINATE THE WORK OF OTHER TRADES, VERIFYING REQUIRED WORKING CLEARANCES, SLEEVES, SUPPORTS, DOOR SWINGS, AND OTHER ITEMS AFFECTING THE WORK OF THIS SECTION. VERIFY THE METHODS OF INSTALLING AND CONNECTING EQUIPMENT, OUTLETS, AND OTHER ITEMS. 4. QUALITY ASSURANCE@ ALL MATERIALS AND THE MANNER IN WHICH THEY ARE APPLIED AND INSTALLED SHALL BE IN COMPLIANCE WITH THE LATEST RULES AND REGULATIONS OF THE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 3 "CALIFORNIA ELECTRICAL CODE"; THE NATIONAL ELECTRICAL CODE; AND OTHER APPLICABLE STATE- AND LOCAL -LAWS AND REGULATIONS. 6. PERMITS, PEES, AND INSPECTIONS@ OBTAIN AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE WORK. OBTAIN PERMITS PRIOR TO COMMENCING ANY WORK. ARRANGE FOR AND SCHEDULE REQUIRED INSPECTIONS. PAY UTILITY FEES AND CHARGES REQUIRED TO ESTABLISH PERMANENT SERVICE, AND ANY OTHER UTILITY FEES. 6. PROTECTION AND CLEANING@ ALL PARTS OF EQUIPMENT AND MATERIALS SHALL BE THOROUGHLY CLEANED. PROTECT ALL WORK, MATERIALS AND EQUIPMENT FROM DAMAGE FROM ANY CAUSE AND PROVIDE ADEQUATE AND PROPER STORAGE FACILITIES DURING THE PROGRESS OF THE WORK. PROVIDE FOR THE SAFETY AND GOOD CONDITION OF ALL THE WORK UNTIL FINAL ACCEPTANCE BY THE OWNER; REPLACE ALL DAMAGED OR DEFECTIVE WORK, MATERIALS AND EQUIPMENT PRIOR TO REQUESTING FINAL ACCEPTANCE. PROVIDE AND MAINTAIN SUITABLE BARRIERS, WARNING SIGNS, LIGHTS, ETC., WHERE REQUIRED FOR PROTECTION OF THE PUBLIC AND OCCUPANTS ABOUT THE SITE. AT THE CONCLUSION OF EACH WORKDAY, THE PREMISES SHALL BE LEFT FREE FROM DEBRIS INCIDENTAL TO THE WORK, AND IN A CONDITION ACCEPTABLE TO THE OWNER OR TENANT. 7. GUARANTEES@ PROVIDE A ONE YEAR MINUMUM WRITTEN GUARANTEE (IN A MANNER ACCEPTABLE TO THE OWNER) AGAINST DEFECTS IN WORKMANSHIP OR MATERIALS. BASIC MATERIALS AND METHODS (SECTION 26001R1) 1. GENERAL@ A. GROUNDING AND BONDING: GROUNDING AND BONDING SHALL BE PROVIDED IN COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS, BOTH OF THE STATE OF CALIFORNIA AND THE AUTHORITIES HAVING JURISDICTION. B. ELECTRICAL IDENTIFICATION: PROVIDE NAMEPLATES FOR SWITCHBOARDS, PANELBOARDS, DISCONNECT SWITCHES, CONTACTORS/RELAYS, TERMINAL CABINETS/BACKBOARDS, MOTOR CONTROLLERS, INDIVIDUALLY -MOUNTED CIRCUIT BREAKERS, PULL BOXES, CONTROL PANELS, TIME CLOCKS, AND FOR ANY OTHER CONTROL DEVICE OR MAJOR ITEM OF ELECTRICAL EQUIPMENT. NAMEPLATES SHALL BE BLACK LAMINATED PLASTIC (FOR "NORMAL" POWER) OR RED LAMINATED PLASTIC (FOR "EMERGENCY" POWER) WITH WHITE LETTERING, ATTACHED WITH MACHINE SCREWS. LETTERING SHALL BE 1 /4" HIGH MINIMUM, CORRESPONDING TO THE DESIGNATION (OR ADDITIONAL INFORMATION) SHOWN. C. PRELIMINARY OPERATION AND TESTING: 1) ALL WIRING AND CONNECTIONS SHALL BE TESTED FOR CONTINUITY (OPENS AND SHORTS) AND PROPER GROUNDING IN ACCORDANCE WITH THE REQUIREMENTS OF THE CEC. 2) ALL MOTOR -DRIVEN EQUIPMENT SHALL BE EXAMINED FOR COMPLETION OF ALL CONNECTIONS, AND TESTED FOR CORRECT ROTATION. 2. RACEWAY AND BOXES@ THE APPLICATION AND INSTALLATION OF RACEWAY AND BOXES SHALL BE IN COMPLIANCE WITH CEC REQUIREMENTS. WHERE THE SIZE OF RACEWAY OR BOXES ARE NOT INDICATED, THE CONTRACTOR SHALL SIZE THESE ITEMS AS REQUIRED FOR THE INSTALLATION. MINIMUM CONDUIT SIZE SHALL BE 3/4". PROVIDE GALVANIZED PRESSED STEEL OUTLET BOXES OF PROPER SIZE AND TYPE AS REQUIRED BY THE BUILDING CONDITIONS FOR ALL INTERIOR OUTLETS FOR RECEPTACLES, SWITCHES, LIGHTING, VOICE/DATA COMMUNICATIONS SYSTEM JACKS, AND OTHER EQUIPMENT/DEVICES WHICH REQUIRE POWER SUPPLY OR CONTROL/SIGNAL CABLING CONNECTIONS. OUTLETS FOR WALL -MOUNTED SWITCHES SHALL BE INSTALLED ADJACENT TO THE TRIM ON THE STRIKING SIDE OF THE DOOR, REGARDLESS OF THE LOCATION SHOWN - THEREFORE, CONFIRM ALL DOOR SWINGS PRIOR TO ROUGH -IN OF OUTLETS AND RACEWAY. ALL RACEWAY INSTALLED AT THIS TIME BUT LEFT EMPTY FOR FUTURE WORK (THAT IS, SHOWN AS CONDUIT ONLY, OR CO) SHALL BE PROVIDED WITH A 1/8" DIAMETER POLYPROPYLENE PULL ROPE FROM END -TO -END. A. WIRING METHOD SHALL BE AS FOLLOWS, EXCEPT AS OTHERWISE INDICATED 1) EXTERIOR, EXPOSED: RIGID GALVANIZED STEEL. FOR CONNECTION TO VIBRATING EQUIPMENT, USE LIQUIDTIGHT FLEXIBLE METAL CONDUIT. 2) EXTERIOR, CONCEALED: RIGID GALVANIZED STEEL. FOR CONDUIT IN SLAB OR UNDERGRADE, USE PVC SCHEDULE 40 (PROVIDE CONCRETE ENCASEMENT AS INDICATED). 3) INTERIOR, EXPOSED: RIGID GALVANIZED STEEL; OR EMT AS ALLOWED BY THE CEC. FOR CONNECTION TO VIBRATING EQUIPMENT (INCLUDING MOTOR -DRIVEN EQUIPMENT (INCLUDING MOTOR -DRIVEN EQUIPMENT AND TRANSFORMERS), USE LIQUIDTIGHT FLEXIBLE METAL CONDUIT, 18 INCHES MAXIMUM LENGTH. FOR CONNECTION TO LIGHTING FIXTURES ABOVE SUSPENDED ACOUSTICAL OR METAL CEILINGS, USE FLEXIBLE METAL CONDUIT, 72 INCHES MAXIMUM LENGTH. 4) INTERIOR, CONCEALED: ELECTRICAL METALLIC TUBING. FOR CONDUIT IN SLAB OR UNDER SLAB ON GRADE, USE PVC SCHEDULE 40 (PROVIDE CONCRETE ENCASEMENT AS INDICATED). B. RACEWAY TYPES: 1) METALLIC CONDUIT: RIGID GALVANIZED STEEL (RGS): ANSI C80.1; ANSI/NEMA FB 1, UL 6/514B. THREADED STEEL TYPE, INSIDE AND OUTSIDE SURFACES ZINC -COATED BY HOT -DIP PROCESS. ELECTRICAL METALLIC TUBING (EMT): ANSI C80.3; UL 51413/797. WELDED ELECTRO-GALVANIZED STEEL TUBING. COUPLINGS AND CONNECTORS SHALL BE COMPRESSION TYPE. 2) NONMETALLIC CONDUIT: NEMA TC-2/TC 3; UL 51413/651. PVC SCHEDULE 40, HEAVY -WALL, HIGH -IMPACT RIGID, RATED AND LABELED FOR USE WITH 90 DEGREE C-RATED CONDUCTORS. 3) FLEXIBLE CONDUIT: UL 1. HOT DIP GALVANIZED STEEL INTERLOCKING, SINGLE -STRIP TYPE, MINIMUM INTERMEDIATE GRADE. 4) LIQUIDTIGHT FLEXIBLE METAL CONDUIT: ANSI/NEMA FB 1; UL 360. HOT -DIP GALVANIZED STEEL STRIP CORE WITH EXTRUDED LIQUIDTIGHT POLYVINYL JACKET. 1) ALL EXPOSED CONDUIT SHALL BE RUN PARALLEL TO, OR AT RIGHT ANGLES TO, BUILDING WALLS OR STRUCTURAL MEMBERS. 2) SECURELY AND RIGIDLY SUPPORT ALL RACEWAY FROM THE BUILDING STRUCTURE. SECURE BY MEANS OF APPROVED PIPE CLAMPS OR STRAPS. PROVIDE SUPPORTS AT INTERVALS NOT EXCEEDING 10 FEET, AND WITHIN 3 FEET OF TERMINATIONS AND CHANGES IN DIRECTION. A) INDIVIDUAL SUSPENDED RACEWAYS ABOVE CEILINGS SHALL BE SUPPORTED BY MEANS OF HANGER RODS AND PIPE CLAMPS. MULTIPLE SUSPENDED RACEWAYS SHALL BE SUPPORTED BY MEANS OF TRAPEZE TYPE HANGERS ("C" CHANNELS OR "UNISTRUT") AND PIPE CLAMPS. B) INDIVIDUAL RACEWAY PLACED AGAINST CONCRETE, MASONRY OR BRICK WALLS OR SLABS SHALL BE SECURED WITH PIPE CLAMPS AND EXPANSION SHIELDS. ATTACHMENT TO DRYWALL OR PLASTER CONSTRUCTION SHALL BE BY MEANS OF PIPE CLAMPS AND SCREWS FASTENED TO STUDS OR OTHER STRUCTURAL MEMBERS. PROVIDE "C" CHANNEL SUPPORTS FOR ALL MULTIPLE RACEWAY RUNS SECURED TO WALLS OR SLABS. 3) CONDUIT RISERS LEAVING A CONCRETE SLAB SHALL BE RIGID GALVANIZED STEEL CONDUIT. D. OUTLET BOXES: NEMA OS 1; UL 50/514A/514B. ONE PIECE GALVANIZED STEEL KNOCKOUT TYPE, WITH CONDUIT ENTRANCES SIZED TO MATCH. PROVIDE BOXES OF THE PROPER CODE SIZE FOR THE NUMBER OF WIRES OR CONDUITS PASSING THROUGH OR TERMINATING THEREIN, WITH MINIMUM SIZE 4 INCHES SQUARE BY 2-1/8 INCHES DEEP. FOR EXTERIOR LOCATIONS, AND WHERE INDICATED (WEATHERPROOF) USE CAST FERROUS FS TYPE WITH THREADED HUBS. E. PULL BOXES AND JUNCTION BOXES FOR INTERIOR OR EXTERIOR ABOVE -GRADE LOCATIONS: ASTM 123/167; NEMA 250/ICS 6/OS 1; UL 50/514A/514B. SHEET STEEL, WITH BOLT -ON COVERS, AS FOLLOWS: 1) EXTERIOR OR WET LOCATIONS, AND WHERE INDICATED (WEATHERPROOF): HOT -DIP GALVANIZED AFTER CONSTRUCTION, WITH TWO COATS OF RUST - RESISTANT PAINT (GRAY COLOR). COVERS SHALL BE EQUIPPED WITH NEOPRENE GASKETS, AND SHALL BE INSTALLED WITH STAINLESS STEEL SCREWS. TO ENSURE WEATHERTIGHTNESS, SEAL CONDUIT ENTRANCES WITH SILICONE SEALANT. 2) INTERIOR DRY LOCATIONS: FINISH BOX SURFACES WITH PRIMER, AND PRIMER SEALER. F. PULL BOXES AND JUNCTION BOXES FOR EXTERIOR AT -GRADE OR BELOW -GRADE LOCATIONS: NEMA 250/ICS 6; UL 50/514A/514B. PRECAST CONCRETE, WITH CAST IRON COVER LABELED "ELECTRIC" OR "COMMUNICATIONS" AS APPLICABLE, EXCEPT AS OTHERWISE SHOWN, BY JENSEN PRECAST, OLDCASTLE, OR EQUAL PRODUCTS. INSTALL ON 6 INCH BED OF PEA GRAVEL. 1) NONMETALLIC BOXES, AT LOCATIONS SHOWN: NEMA OS 2; UL 514C. CAST PVC, WITH GASKETED BOLT -ON COVER USING STAINLESS STEEL SCREWS. G. CABINETS: CABINETS FOR PANELBOARDS, WIRING TERMINATIONS/MANAGEMENT, AND CONTROL EQUIPMENT SHALL BE FLUSH- OR SURFACE -MOUNTED AS SHOWN. CONSTRUCTION SHALL BE OF CODE -GAUGE ZINC -COATED SHEET STEEL BEARING THE UL LABEL. CABINET DOORS SHALL HAVE FLUSH CATCHES AND PIN TUMBLER LOCKS. WIRING GUTTERS OR SPACES SHALL BE PROVIDED AT TOP AND BOTTOM (MINIMUM DIMENSION 6 INCHES), AND ALONG THE SIDES (MINIMUM DIMENSION 4 INCHES). PROVIDE TERMINAL AND CONTROL CABINETS MADE BY THE MANUFACTURER OF THE PANELBOARDS, AND WITH THE SAME KEYING AND FINISH AS THE PANELBOARDS. S. WIRE AND CABLE@ NEMA/ICEA WC-5; UL 83. CONDUCTOR SIZE AS SHOWN. CONDUCTOR SHALL BE SOFT - DRAWN COPPER, MINIMUM 98% CONDUCTIVITY. MINIMUM INSULATION RATING SHALL BE 600 V, TYPE THHN/THWN 75 DEGREE C RATING, OR TYPE XHHW 90 DEGREES C RATING. MINIMUM SIZE SHALL BE NO. 12 AWG. ALL WIRE NO. 8 AWG AND LARGER SHALL BE STRANDED. A. PROVIDE WIRE AND CABLE MANUFACTURED WITHIN ONE YEAR OF DATE OF DELIVERY TO THE JOBSITE. DELIVER WIRE AND CABLE TO SITE IN THEIR ORIGINAL UNBROKEN PACKAGES, OR ON THEIR ORIGINAL CABLE REELS. PACKAGES AND CABLE REELS SHALL BE MARKED AND TAGGED PLAINLY WITH UL LABEL, AWG OR CIRCULAR MIL SIZE, VOLTAGE RATING, INSULATION TYPE, CONDUCTOR TYPE AND TYPE OF STRANDING, MANUFACTURER'S NAME, TRADE NAME, AND MONTH AND DATE OF MANUFACTURE. B. USE ONLY PLATED COPPER ALLOY CONNECTORS OR LUGS, ALUMINUM CONNECTORS OR LUGS ARE NOT ACCEPTABLE. THE FOLLOWING CONNECTORS ARE APPROVED FOR COPPER CONDUCTORS: 1) WIRE NO. 10 AND SMALLER: 3M "SCOTCHLOK" OR IDEAL "SUPERNUT". 2) WIRE NO. 8 AND LARGER: SOLDERLESS CONNECTORS BY OZ GEDNEY, OR THE EQUIVALENT BY BUCHANAN, KEARNEY, OR THOMAS & BETTS. C. TAPE CONNECTIONS MADE WITH NON -INSULATED TYPE CONNECTORS WITH RUBBER TAPE, MINIMUM 150 PERCENT THE THICKNESS OF THE CONDUCTOR INSULATION, THEN COVERED WITH SCOTCH NO. 33 TAPE, OR EQUAL. D. COLOR CODE ALL WIRE WITH INSULATION/JACKET (FACTORY -APPLIED) COLOR FOR PHASE IDENTIFICATION (CONTINUOUS FOR CIRCUIT FROM OUTLET -TO -OUTLET, PULL BOX, OR CABINET) AS FOLLOWS: --SYSTEM VOLTAGE -- PHASE 208Y 120 480Y 277 A BLACK BROWN B RED ORANGE C BLUE YELLOW NEUTRAL WHITE GRAY GROUND GREEN GREEN E. THE NEUTRAL CONDUCTOR FOR A DEDICATED NEUTRAL IS TO HAVE A TRACER COLOR STRIPE THAT MATCHES THE PHASE COLOR OF THE HOT CONDUCTOR TO WHICH IT RELATES. 4. WIRING DEVICES@ NEMA WD 1, WD 6; UL 20, UL 486A. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE. COLORS SHALL BE AS SELECTED BY OWNER. TYPES SHALL BE AS FOLLOWS, EXCEPT AS OTHERWISE INDICATED: A. RECEPTACLES: DUPLEX, THREE -WIRE GROUNDING TYPE, RATED 20A AT 125V, NEMA CONFIGURATION 5-20R. PROVIDE GFI (SELF-CONTAINED) TYPE AT LOCATIONS SHOWN. FOR EXTERIOR LOCATIONS, PROVIDE WEATHER RESISTANT, GFI TYPE RECEPTACLE, MOUNTED IN A WEATHERPROOF BOX WITH A HINGED DIE-CAST ALUMINUM "WP-IN-USE" TYPE COVER (BY HUBBELL, LEGRAND, OR LEVITON). B. SWITCHES: TOGGLE TYPE, NUMBER OF POLES AS SHOWN, QUIET TYPE, RATED 20A AT 120/277V. HUBBELL HBL 12XX-SERIES, OR EQUAL FROM PASS & SEYMOUR OR LEVITON. 1) INCANDESCENT DIMMER TYPE, AT LOCATIONS SHOWN: MODULAR SOLID-STATE TYPE, RATING AND NUMBER OF SWITCH POLES AS SHOWN, WITH CONTINUOUSLY -ADJUSTABLE ROTARY KNOB OR TOGGLE, ANODIZED ALUMINUM FACE, WITH SOFT -TAP OR OTHER QUIET ON -OFF SWITCH. HUBBELL AR -SERIES, OR EQUAL BY LEVITON. C. PLATES: WALL PLATES SHALL BE PROVIDED FOR EVERY SWITCH, RECEPTACLE, OUTLET AND JUNCTION BOX, TELEPHONE JACK, ETC. PROVIDE PLATES WHICH MATE AND MATCH WITH THE WIRING DEVICE(S) TO WHICH THEY ARE ATTACHED. EXCEPT AS OTHERWISE SHOWN, WALL PLATES FOR INTERIOR AREAS (EXCEPT FOR FOOD -PREPARATION AREAS) SHALL BE SMOOTH HIGH -IMPACT RESISTANT PLASTIC; WALL PLATES FOR EXTERIOR AREAS SHALL BE GALVANIZED STEEL, PAINTED TO MATCH ADJACENT SURFACES; AND WALL PLATES FOR FOOD PREPARATION AREAS SHALL BE STAINLESS STEEL. 5. SWITCHBOARDS (SEE SINGLE LINE DIAGRAM)@ NEMA PB 2; UL 891. RATED AS SHOWN. COPPER BUS. SQUARE-D, SIEMENS, OR EQUAL BY GE OR CUTLER -HAMMER. S. DISCONNECT SWITCHES@ NEMA KS 1, UL 98, UL 198C AND 198E. RATED AS SHOWN, HEAVY DUTY TYPE, EXTERNALLY -OPERATED, QUICK -MAKE QUICK -BREAK TYPE, THREE -POLE EXCEPT AS OTHERWISE SHOWN. FOR FUSIBLE TYPE, PROVIDE DUAL -ELEMENT TIME -DELAY CLASS RK-1 CURRENT -LIMITING FUSES. FOR MOTOR TYPE LOADS, PROVIDE CLASS RK-5 CURRENT - LIMITING FUSES. FOR EXTERIOR LOCATIONS, AND WHERE INDICATED, PROVIDE NEMA 3R ENCLOSURES. SQUARE-D, SIEMENS, OR EQUAL BY GE OR CUTLER -HAMMER. 7. TRANSFORMERS@ NEMA ST 20, UL 1561. DRY TYPE GENERAL PURPOSE, 150 DEGREE C RISE AT FULL LOAD WITH 220 DEGREE C INSULATION SYSTEM. PROVIDE NEMA 3R ENCLOSURE WITH RAIN SHIELD FOR EXTERIOR APPLICATION. SQUARE-D, SIEMENS, OR EQUAL BY GE OR EATON. S. PANELBOARDS (SEE SINGLE LINE DIAGRAM AND PANEL SCHEDULES)@ NEMA PB 1, PB 1.1, AND AB 1; UL 67. PROVIDE AS FOLLOWS, EXCEPT AS OTHERWISE INDICATED: COPPER BUS, WITH FULLY -RATED NEUTRAL; BOLT -ON MOLDED CASE CIRCUIT BREAKERS; NEMA 3R ENCLOSURE FOR OUTDOOR APPLICATION; WITH TYPEWRITTEN BRANCH CIRCUIT DIRECTORY. ALL MULTIPLE POLE CIRCUIT BREAKERS SHALL BE EQUIPPED WITH A COMMON TRIP HANDLE. SQUARE-D, SIEMENS, OR EQUAL BY GE OR WESTINGHOUSE. 9. MOTOR CONTROLLERS@ NEMA ICS 2/ICS 6/250/AB 1 /FU 1 /KS 1; UL 98/198C/198E/489/508. PROVIDE MANUAL MOTOR CONTROLLERS FOR SINGLE-PHASE MOTORS RATED BELOW 2 HP, AND COMBINATION MOTOR CONTROLLERS AS SHOWN. A. MANUAL MOTOR CONTROLLERS: MANUAL MOTOR STARTING SWITCH WITH INTEGRAL THERMAL TYPE OVERLOAD PROTECTION, TOGGLE LEVER TYPE, ALLEN-BRADLEY BULLETIN 609, OR EQUAL BY SQUARE-D, SIEMENS, GE OR CUTLER -HAMMER. B. COMBINATION MOTOR CONTROLLERS: ENCLOSED COMBINATION STARTER, FUSIBLE DISCONNECT SWITCH TYPE, ALLEN-BRADLEY BULLETIN 512, OR EQUAL BY SQUARE-D, SIEMENS, GE OR CUTLER -HAMMER. ARCHITECTURE 2213 FOXWORTHY AVENUE SAN JOSE, CA 95124 949-257-9349 � M2LARCHITECTURE.COM 0� SEO AR cylT C� F STEVE MILLER �-A AR-987295 REN.4/30/23 F 0F.Z z 0 1�mmq F�m 1�mmq V) z Q O M 00 0 C� W w oC m I -I x x X .x Lu w N N � ' O 0 0Lu :D � m C) I� 0 N V_ O oc z "o N z v O 0 O� °Cz J z c) 0 a N Lu Q PRO] NO.: BLD-22-OXXXX ELECTRICAL SPECIFICATIONS DATE: 08/24/22 REVISION: a Q z O R Q O z U w r) a REVISION DATE: z REVISION: DRAWN BY: SAM Q O U- 200 z � w w Un