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23-100477-Plan Set-1-31-2323-100477-00-CO SECTION REFERENCE SECTION NUMBER C4 A-465.1 SHEET NUMBER INTERIOR ELEVATION REFERENCE Al SHEET NUMBER ELEVATION NUMBER A4 A-50 A2 A3 EXTERIOR ELEVATION REFERENCE ;�:_ ELEVATION NUMBER SHEET NUMBER REVISION REFERENCE SYMBOLS COLUMN OR GRID LINE 1 2 GRID LINE LINE BETWEEN • I I GRID OR COLUMN LINES I I DOOR/SHUTTER SYMBOL ED 41_� 151 DOOR NUMBER REVISION NUMBER ENLARGED PLAN i } A15 ENLARGED PLAN A14.0 REFERENCE ------- SHEET NUMBER ELEVATION MARKER OR WORK/CONTROL ROOM IDENTIFICATION SYMBOL PAINT COLOR 5z�_ PT 4 ROOM NAME ROOM NUMBER WALL TYPE F11 REFERENCE NUMBER FLOOR FINISH LVT 1 BEST BUY #0372 "FEDERAL WAY" 31601 PACIFIC HWY S FEDERAL WAY, WA 98003 BUILDING CODE DATA CODES ANALYSIS BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE Appendices E & J Washington State Amendments WAC 51-50 and RCW 19.27 & 70.92 MECHANICAL CODE: 2018 INTERNATIONAL MECHANICAL CODE Washington State Amendments WAC 51-52 and RCW 19.27 PLUMBING CODE: 2018 UNIFORM PLUMBING CODE Excluding chapters 12 and 15 Washington State Amendments WAC 51-56 and RCW 19.27 ELECTRIC CODE: 2020 NATIONAL ELECTRICAL CODE Washington State Amendments WAC 296-43, 296-45 & 296-46B and RCW 19.28 ENERGY CODE: 2018 WASHINGTON STATE ENERGY CODE (WSEC) International Energy Conservation Code (IECC), 2018 edition Washington State Amendments WAC 51-11 R & 51-11 C and RCW 19.27 FIRE SAFETY CODE: 2018 INTERNATIONAL FIRE CODE Including Appendices 8, C, E, F, and I Washington State Amendments WAC 51-54A and RCW 19.27 ACCESSIBILITY CODE: ICC/ANSI A117.1-2009 OCCUPANCY TYPE: 'M' MERCANTILE OCCUPANCY LOAD: EXISTING TO REMAIN CONSTRUCTION TYPE: II-B, FULLY SPRINKLERED FLOOR AREA: 45,014 SF, EXISTING TO REMAIN AREA OF WORK: -3,400 SF OCCUPANT LOAD & BUILDING AREA TABULATION OCCUPANCY AREA LOAD FACTOR OCCUPANT LOAD SALES 40,482 SF 60 675 ISC BAY 1,105 SF 200 6 STORAGE 3,427 SF 300 12 TOTAL AREA: 45,014 SF TOTAL OCCUPANT LOAD: 693 EXIT CAPACITY # OF EXITS REQUIRED: 3 # OF EXITS PROVIDED: 6 EGRESS WIDTH REQUIRED: 693 X 0.2 = 138.6" EGRESS WIDTH PROVIDED: 348" NUMBER OF EXITS REQUIRED & PROVIDED: 3 REQ'D (4) PROVIDED FROM SALES (2) PROVIDED FROM STORAGE/ISC BAY EGRESS WIDTH REQUIRED: SALES: 675 X 0.2 = 135" STORAGE/ISC BAY: 18 X 0.2 = 3.6" EGRESS WIDTH PROVIDED: SALES: 168" + 36" + 36" + 36" = 276" STORAGE/ISC BAY: 36" + 36" = 72" ee�ra BUY a w s sisn+sr S 316TH ST S 316TH PL S 316TH PL - S 318TH PL S 318TH PL c� a S 320TH ST S 320TH ST GENERAL NOTES NOTES 1. THESE DRAWINGS ARE THE PROPERTY OF BEST BUY STORES, L.P. NO CHANGES TO THESE DOCUMENTS, EITHER IN WHOLE OR IN PART, MAY BE MADE WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE INDIVIDUAL WHOSE NAME AND SIGNATURE APPEARS UPON THE DOCUMENTS. 2. WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODE REQUIREMENTS AND ALL STATE AND FEDERALLY MANDATED REQUIREMENTS IN EFFECT AT THE TIME OF SUBMISSION FOR BUILDING PERMITS. 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY AND SHALL PERFORM ALL WORK IN ACCORDANCE WITH STATE AND/OR FEDERAL SAFETY REQUIREMENTS. 4. GENERAL CONTRACTOR TO THOROUGHLY REVIEW THESE DRAWINGS, VISIT THE SITE, VERIFY ALL DIMENSIONS BEFORE SUBMITTING A BID, AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 5. ITEMS INDICATED AS N.I.C. ON PLANS MAY REQUIRE SEPARATE SUBMITTALS, APPROVALS AND PERMITS. 6. EXTERIOR TENANT SIGNAGE INSTALL & PERMIT BY BBY. G.C. TO COORDINATE WITH BBY SIGN VENDOR. 7. FOLLOWING ITEMS INCLUDED TO BE DEFERRED SUBMITTAL: 7.a. SPRINKLER SYSTEM 7.b. SECURITY AND FIRE ALARM SYSTEMS 7.1. ALL DEFERRED SUBMITTALS SHALL FIRST BE SUBMITTED TO PROJECT ARCHITECT FOR REVIEW AND COORDINATION. 8. ALL EXISTING FIRE LANES TO BE MAINTAINED. 9. ALL EXISTING PUBLIC UTILITY PARKING, CROSS ACCESS, ELECTRIC EASEMENTS, ETC. SHALL BE CONFIRMED AND MAINTAINED. 10. VERIFY MINIMUM SLOPE TO DRAIN AS INDICATED ON THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION. NOTIFY THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES. 11. VERIFY IN FIELD, ELEVATIONS, FLOW LINES, EXISTING CONDITIONS, AND POINTS OF CONNECTION WITH SITE IMPROVEMENTS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES ARE TO BE CALLED TO THE ATTENTION OF THE ARCHITECT AND CIVIL ENGINEER BEFORE PROCEEDING WITH ANY WORK. 12. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ALL BUILDINGS WITHOUT PONDING OF WATER ADJACENT TO BUILDINGS OR ON PAVEMENTS. DRAINAGE OF PAVED AND LANDSCAPED AREAS TO BE A MINIMUM OF 1 %, UNLESS OTHERWISE NOTED. MAXIMUM CROSS SLOPE AT ALL WALKS SHALL BE 2% FOR DISABLED ACCESS. 13. ALL EARTH WORK TO BE PERFORMED UNDER THE OBSERVATION OF THE SOILS ENGINEER IN ACCORDANCE WITH RECOMMENDATIONS OF THE SOILS REPORT TO ASSURE PROPER SITE PREPARATION, SELECTION OF SATISFACTORY FILL MATERIALS, AND PLACEMENT AND COMPACTION OF THE FILLS. 14. REPAIR EXISTING PUBLIC FACILITIES DAMAGED DURING THE COURSE OF CONSTRUCTION TO THE SATISFACTION OF AUTHORITY HAVING JURISDICTION. 15. ALL BUILDING HEIGHTS AND ELEVATIONS SHALL BE MEASURED FROM FINISH FLOOR UNLESS OTHERWISE NOTED. 16. ENSURE ALL FINISH MATERIALS WILL BE FLUSH WITH ADJACENT SURFACES AND JOINTS, (EXCEPT WHERE INDICATED OTHERWISE). 17. ALL EXPOSED FLASHING AND EXPOSED METAL TO MATCH ADJACENT FINISH. 18. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT ALL APPLICABLE FEES SHALL BE PAID. THESE FEES SHALL INCLUDE, BUT NOT BE LIMITED TO, THOSE FEES REQUIRED BY CITY ORDINANCES SUCH AS TRAFFIC IMPACT FEES, NOISE FEES, PUBLIC FACILITIES FEES, FIRE IMPACT FEES, AND REGIONAL TRANSPORTATION IMPACT FEES. 19. DURING CONSTRUCTION, ACCESS SHALL BE PROVIDED TO ALL AREAS OF THE SITE COMPLETELY AROUND STRUCTURES. THE ACCESS ROAD SHALL BE 20 FEET WIDE COMPACTED 95% PAVED ROADWAY OR EQUIVALENT. EXCEPTIONS TO BE VERIFIED BY BEST BUY CONTACT. 20. GC TO COORDINATE DUMPSTER NEEDS AND EMPTY/RETURN SCHEDULE WITH BBY CPM. GC TO COMMUNICATE SCHEDULE WITH AMY HAMILTON AT RUBICON (SEE NATIONAL ACCOUNT VENDORS) COORDINATE W/ BBY CPM FOR SITE SPECIFIC INSTRUCTIONS. 21. ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, ETC. LOCATED IN RATED PARTITIONS SHALL BE BACKED WITH GYP. BD. AS REQUIRED TO MAINTAIN RATING. CONTRACTOR TO VERIFY WALL THICKNESS REQUIRED FOR ALL ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, ETC. 22. PROVIDE DOUBLE STUDS, BLOCKING, BRACING AND BACK-UP PLATES WHERE REQUIRED TO SUPPORT EQUIPMENT, MISCELLANEOUS ITEMS,( I.E., TYPICAL CASEWORK, CABINETS, GRAB BARS, TOILET ACCESSORIES, FIXTURES, SIGNS, HAND RAILING, ETC.) ALL WOOD BLOCKING TO F.R.T. 23. ALL COLUMN LINES INDICATED ON PLANS WILL HAVE COLUMN LINE INDICATOR BUBBLES INDICATED ON THEM. THESE BUBBLES ARE FOR REFERENCE ONLY. THE COLUMNS ARE NUMBERED ON THE STRUCTURAL DRAWINGS. 24. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE OWNER'S REPRESENTATIVE BEFORE CONTINUING WITH CONSTRUCTION. 25. CONTRACTOR SHALL VERIFY ALL EQUIPMENT LOCATIONS AND DIMENSIONS AND REQUIRED CLEARANCES OF ALL EQUIPMENT (REFER TO DRAWINGS, SPECIFICATIONS, AND EQUIPMENT MANUALS & CUT SHEETS). 26. ALL SYMBOLS, ABBREVIATIONS, AND NOTES MARKED "TYPICAL" OR "TYP." SHALL APPLY IN ALL SIMILAR CIRCUMSTANCES, UNLESS NOTED OTHERWISE. 27. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE COMPLETION OF HIS WORK ON A DAILY BASIS. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING OWNER -FURNISHED ITEMS AND TRASH GENERATED BY OWNER'S CONTRACTORS FOR THE DURATION OF THE PROJECT. 28. CONSTRUCTION HOURS ARE TO COMPLY WITH RULES AND REGULATIONS OF THE AUTHORITY HAVING JURISDICTION. 29. ALL CONSTRUCTION STAGING AND DUMPSTERS MUST REMAIN OUT OF ALL FIRE ACCESS LANES AND MUST BE FENCED. 30. FOR RELOCATIONS (WHEN APPLICABLE) G.C. IS RESPONSIBLE FOR COORDINATION BETWEEN FIXTURE VENDOR, ELECTRICIAN & BBY FOR RELOCATION OF FIXTURES FROM EXISTING BUILDING TO NEW LOCATION AFTER DATE OF POSSESSION. VICINITY MAP N PROJECT TEAM ARCHITECT MEP ENGINEER OWNER/LANDLORD GENERAL CONTRACTOR STRUCTURAL ENGINEER MG2 CORPORATION MPW ENGINEERING BEST BUY BEAM TEAM CONSTRUCTION AST ENGINEERING 1101 SECOND AVENUE, SUITE 100 110 W 7TH ST #600 7601 PENN AVE S. 1350 BLUEGRASS LAKES PKWY 7301 OHMS LANE, SUITE 215 SEATTLE, WA 98101 TULSA, OK 74119 RICHFIELD, MN 55423 ALPHARETTA, GA 30004 EDINA, MN 55439 952-906-7585 CONTACT: CONTACT: CONTACT: HAILEY HAFERMAN (PA) ARLEEN GARRISON CONTACT: SEAN DAVIS (ACCOUNT MANAGER) CONTACT: HAILEY.HAFERMAN@MG2.COM ARLEEN.GARRISON@MPWENGINEERING.COM SHANNON HIGH SEANDAVIS@THEBEAMTEAM.COM CHRISTINE SWISHER 918-582-4088 SHANNON.HIGH3@BESTBUY.COM 770-490-3562 CSWISHER@ASTENG.COM JENNY NGUYEN (PM) DAVE BUCHANAN JENNY.NGUYEN@MG2.COM DBUCHANAN@ASTENG.COM I PROJECT DESCRIPTION INTERIOR REMODEL OF SAMSUNG BESPOKE, SOH, EBIKES, AND TABEX PATCH &PAINT WALLS AS REQUIRED. RE -USE EXISTING POWER AND LV FOR SORTING STATIONS WHEN ADDED NEW FIXTURE RACKS. MINOR WALL PATCH 1 PAINT. EXISTING POWER 1 LIGHTING TO REMAIN NO DEMOLITION OF EXISTING STRUCTURAL ELEMENTS, EXTERIOR WORK, FIRE PROTECTION, PLUMBING, OR MECHANICAL WORK IN SCOPE II ABBREVIATIONS II A ILL LIVE LOAD LP LOW POINT A11Y ACCESSIBLE L.P. LOSS PREVENTION ACT ACOUSTICAL CEILING TILE LT LIGHT ADJ ADJACENT LTWT LIGHTWEIGHT ADMIN ADMINISTRATION M AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE MAINT MAINTENANCE/ MAINTAIN AGG AGGREGATE MAS MASONRY AHJ AUTHORITY HAVING JURISDICTION MAT MATERIAL MAX MAXIMUM AL ALUMINUM MDC MAGNOLIA DESIGN CENTER ALT ALTERNATE/ALTERATION MECH MECHANICAL ANOD ANODIZED MEMB MEMBRANE APPROXIMATE MHT MAGNOLIA HOME THEATER ARCH ARCHITECT/ARCHITECTURAL MI MUSICAL INSTRUMENT ASPH ASPHALT MP METAL PANEL AVE AVENUE MT ENTRY MATT CARPET TILE B MTL METAL MEZZ MEZZANINE BBY BEST BUY STORES L.P. MFR MANUFACTURER BC BOTTOM OF CURB MIR MIRROR BD BOARD MO MASONRY OPENING BLDG BUILDING N BLKG BLOCKING BLVD BOULEVARD N NORTH BO BOTTOM OF NIC NOT IN CONTRACT BRG BEARING NO/# NUMBER BTWN BETWEEN NOM NOMINAL C NSO NEW STORE OPENING NTS NOT TO SCALE CJ CONTROL JOINT 0 CL CENTER LINE CLG CEILING OC ON -CENTER CLKG CAULKING OFC OVERFLOW DRAIN CMU CONCRETE MASONRY UNITS OPNG OPENING CO CLEAN OUT OPP OPPOSITE COL COLUMN P CONC CONCRETE CONT CONTINUOUS p PECAST COORD COORDINATE PERF PERFORATED CTR CENTER pH PHASE p PL PLASTIC LAMINATE PLYW PLYWOOD db DECIBEL PNL PANEL DEPT DEPARTMENT PP PUSH PLATE DET DETAIL PR PAIR DF DRINKING FOUNTAIN PT PRESSURE TREATED DIA DIAMETER/DIAGONAL PREFAB PREFABRICATED DIM DIMENSION PTN PARTITION DN DOWN PVMT PAVEMENT DSP DOWNSPOUT Q DWG DRAWING E QTR QUARTER R EA EACH EIFS EXTERIOR INSULATION & FINISH SYSTEM RAID RADIUS EJ EXPANSION JOINT RB RUBBER -BASE EL ELEVATION RCP REFLECTED CEILING PLAN ELEC ELECTRICAL RD ROOF DRAIN EMERG EMERGENCY RECEP RECEPTION EP ELECTRICALPANELBOARD/ END PANEL RECEPT RECEPTACLE RECT RECTANGULAR EQ EQUAL REINF REINFORCED EXST (E) EXISTING TO REMAIN READ REQUIRED RES RESILIENT EXT EXTERIOR REV REVISION F RM ROOM FCIC FURNISHED AND INSTALLED BY CONTRACTOR RO ROUGH OPENING ROW RIGHT OF WAY FD FLOOR DRAIN RWL RAINWATER LEADER FDC DIRE DEPARTMENT S FDN FOUNDATION FE FIRE EXTINGUISHER SAN SANITARY FEC FIRE EXTINGUISHER CABINET SC SOLID CORE FIN FINISH SCD SCHEDULE FL FLOOR SECT SECTION FM FROM/ MUTUAL RESEARCH CORP SF SQUARE FEET SHT SHEET FO FACE OF SPEC SPECIFICATION FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR SQ SQUARE F010 FURNISHED BY OWNER, INSTALLED BY OWNER SS SERVICE SINK SST STAINLESS STEEL FRT FIRE RETARDANT TREATED ST STONE FT FOOT OR FEET STD STANDARD FTG FOOTING STL STEEL FURN FURNACE/FURNISH STOR STORAGE FURR FURRING SURF SURFACE G SUSP SUSPENDED SYM SYMMETRICAL GA GAUGE T GALV GALVANIZED GB GRAB BAR TEL TELEPHONE TEMP TEMPORARY GYP GYPSUM THK THICK H THR THRESHOLD TO TOP OF H HIGH TOIL TOILET HB HOSE BIB TOL TOLERANCE HC HOLLOW -CORE WOOD TYP TYPICAL U HM HOLLOW METAL HORIZ HORIZONTAL UBC UNIFORM BUILDING CODE I UNFIN UNFINISHED LINO UNLESS NOTED OTHERWISZE INSUL INSULATION UTILITY UTILITY INTI INTERIOR V ISC INSTALLATION SERVICE CENTER VAR VARIES i VERT VERTICAL JAN JANITOR V.I.F. VERIFY IN FIELD JST JOIST VOL VOLUME JT JOINT VCT VINYL COMPOSITE TILE K W KO KNOCKOUT W WATT KP KICK PLATE WIO WITHOUT L W/ WITH WAIN WAINSCOT LAM LAMINATED WC WATER CLOSET LAV LAVATORY WD WOOD LKR LOCKER WH WATER HEATER INDEX TO SHEETS DWG # DRAWING DESCRIPTION COVER CS1.0 COVER SHEET ARCHITECTURAL A1.0 CONSTRUCTION FLOOR PLAN A1.1 ENLARGED FLOOR PLAN A3.0 FINISH PLAN LS1.0 LIFE SAFETY PLAN &ACCESSIBILITY DETAILS FIXTURE PLANS F1.0 FIXTURE PLAN F4.0 FIXTURE EXTENSION PLAN F5.0 FIXTURE EXTENSION DETAILS ELECTRICAL E1.0 POWER PLAN E2.0 ELECTRICAL DETAILS E3.0 SPECIFICATIONS STRUCTURAL S000 TITLE SHEET S-AMZ.3 AMAZON TABLE DETAILS S-DOC.1A OVEN CABINET DISPLAY DETAILS S-VPD.46 SAMSUNG ENDCAP DETAILS SF-1 FIXTURE PLAN II RESPONSIBILITY SCHEDULE EST RESPONSIBILITY SCHEDULE RESPONSIBILITY ITEM /DESCRIPTION FURNISH INSTALL DEMOLITION /REMODEL SALES FLOOR FLOORING PER PLAN(S) GC GC WAREHOUSE DOOR PER PLAN(S) GC GC OTHER ROOMS PER PLAN(S) GC GC AUX WAREHOUSE PER PLAN(S) GC GC SITE SPECIFIC SCOPE OF WORK APPLIANCE SALES I -WALL, FIXTURES &PENDANT LIGHTING BB GC FIXTURES FRONT OF HOUSE -SUPPORT AUX WAREHOUSE FLOORING -SITE SPECIFIC GG GC MODULAR FIXTURES (NSO) NEW DESIGN SHOULD NOT INTERFERE WITH BB GC HEIGHT MODULAR FIXTURES NEW DESIGN SHOULD NOT INTERFERE WITH BB BB (REMODEL) HEIGHT STORE FIXTURES -SELECT REFER TO PREFERRED FIXTURE INSTALLER BB GC/VEN FROM LIST LIST (THIS SHEET) ELECTRICAL ELECTRICAL REFER TO E-SHEETS UNLESS NOTED GC GC OTHERWISE CONNECTRAC / LEGRAND REFER TO SHEET F4.0, E1.0b AND A3.2 GC GC STRUCTURAL SPECIAL INSPECTIONS AS REQUIRED PER PLANS (INCLUDING CIVIL) BB GC AND AHJ. HIRED BY BB/ SCHEDULED BY GC DURING APPLICABLE PHASE OF CONSTRUCTION VENDOR PADS APPLE SHOP FLOORING VENDOR PROVIDES, VENDOR INSTALLS VEN VEN KEY BB =BEST BUY GC =GENERAL CONTRACTOR VEN =VENDOR BLACK TEXT = IN CURRENT SCOPE THE "RESPONSIBILITY SCHEDULE" ENDEAVORS TO IDENTIFY WORK ITEMS THAT MAY REQUIRE EXTRA COORDINATION. GENERAL CONTRACTOR SHALL IDENTIFY THESE ITEMS IN THE DRAWINGS AND SPECIFICATIONS, AND TAKE STEPS TO ENSURE THAT THEY ARE FURNISHED AND INSTALLED AT THE LOCATIONS INDICATED ON THE DRAWINGS AT THE APPROPRIATE TIME IN THE CONSTRUCTION SCHEDULE. THIS LIST IS BY NO MEANS EXHAUSTIVE. GENERAL CONTRACTOR SHALL UTILIZE STANDARD OF CARE ON ITEMS IN THE DRAWINGS AND SPECIFICATIONS NOT SPECIFICALLY CALLED OUT IN THIS SCHEDULE. 0 MITCHELL C. SMITH, ARCHITECT 6084 REGISTERED ARCHITECT CH C. SMIT TATE OF W N 01 /26/2023 © MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. 0372 FEDERAL WAY 31601 PACIFIC HWY S FEDERAL WAY, WA 98003 BID /PERMIT SET SQUARE FOOTAGE CALCULATIONS RETAIL: 40,482 - SF ISC BAY: 1,105- SF SUPPORT ROOMS: 0,000 - SF STORAGE/REMAINING: 3,427 - SF TOTAL: 45,014 - SF FY24 RESET 1 Issue Date: 01.27.23 REVISION INFORMATION COVER SHEET CEIVED b 08 20 0 CITY COMMUNITY DEVELOPMENT MITCHELL C. SMITH, ARCHITECT 6084 REGISTERED ARCHITECT CH C. SMIT TATE OF W N 01 /26/2023 © MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. 0372 FEDERAL WAY 31601 PACIFIC HWY S FEDERAL WAY, WA 98003 BID /PERMIT SET SQUARE FOOTAGE CALCULATIONS RETAIL: 40,482 - SF ISC BAY: 1,105- SF SUPPORT ROOMS: 0,000 - SF STORAGE/REMAINING: 3,427 - SF TOTAL: 45,014 - SF FY24 RESET 1 Issue Date: 01.27.23 REVISION INFORMATION COVER SHEET CEIVED b 08 20 0 CITY COMMUNITY DEVELOPMENT COMMUNITY DEVELOPMENT 23-100477-00-CO O Y 250'-0" O O O a I I I I I I I 26'-0" 26'-0" 42'-0" 38'-0" 38'-0" 38'-0" 42'-0" I I I I I O O _ O 0 1 I I 0 0I I --------------- --———————— — — — — —— O O O O O O O O O O--- ----- ®®1 1 I I I I I I 32'-10" 5'-2" OE E.9 F 0 Co 0 0 LO LO CONSTRUCTION FLOOR PLAN 3/32" =1'-0" PROJECT TRUE NORTH NORTH MITCHELL C. SMITH, ARCHITECT 6084 REGISTERED ARCHJLECT MI HELL SMITH S TE OF WAS 01 /26/2023 © MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. EST ydm # 0372 FEDERAL WAY 31601 PACIFIC HWY S FEDERAL WAY, WA 98003 BID / PERMIT SET SQUARE FOOTAGE CALCULATIONS RETAIL: 40,482 - SF ISC BAY: 11105- SF SUPPORT ROOMS: 01000 - SF STORAGE/REMAINING: 31427 - SF TOTAL: 45,014- SF FY24 RESET 1 Issue Date: 01.27.23 REVISION INFORMATION CONSTRUCTION FLOOR PLAN CEIVED b 08 2023 AlmO CITY COMMUNITY DEVELOPMENT 23-100477-00-CO B Dl�REEN WORKS ENLARGED FLOOR PLAN/4" =1'-0" N n 31-311 N r N LL 1 N O LL 0 = 1 li 13 -0 I■ IN NI �32i �32i �3b �32� ; �32i REF REF REF REF REF C M cm —01 LBKH 4860 UJI MI � nvu �32i �3b �32i �32i J C REF REF REF REF W LL 141-911 31-311 mn rn I REF REF REF REF REF REF REF REF REF co -v Z2i� Z2i� �3b �3b �3b ��2i 2 SAMSUNG BESPOKE ENLARGED FLOOR PLAN 1 /4" = 1'-0" �3b ti I O 0 0 SBI CF 16 TE I I I I L LO I L J 1 ATT CAM s EBIKES & TABEX ENLARGED FLOOR PLAN RTD.16 � RTD.16 ep trz"da zaae WIM 2aaeJ a'M QrM PROJECT TRUE NORTH NORTH F RTD.16 LBKH 0060 2480 sPR.12 098b ---- co IV SBR.2 L -------------------- :1 GENERAL NOTES 1. ALL FIXTURES, SHELVING AND STANDARDS BELOW ARE TO BE INSTALLED BY FIXTURE CONTRACTORS. 2. GENERAL CONTRACTORS TO PROVIDE BLOCKING FOR ALL STANDARDS. 3. ALL FIXTURE DIMENSIONS ARE MEASURED FROM KICK PLATE TO KICK PLATE. 4. * DENOTES SEISMIC FIXTURES REMODELBBY ID DESCRIPTION CDWD 2.1 COOKTOP DISHWASHER DOGHOUSE: 4'-0" HIGH X 6'-8" WIDE X 4 -2 DEEP EBK.1 EBIKE PLATFORM: 1'-11" HIGH X 4'-0" WIDE X 2'-7" DEEP ED 2448 END DECK -60" HIGH X 48" WIDE X 24" DEEP LBKH 4860 4860 LOW GONDOLA KEYHOLE: 5'-0" HIGH X 4'-0" WIDE X 4'-0" DEEP REMODELGC ID DESCRIPTION AMZ.TBL2* VENDOR PROVIDED DISPLAY: 5'-11" HIGH X 4'-0" WIDE X 4'-0" DEEP DOD 2.1 W* UNIT): 2'-5" DEEP x 8'-0" HIGH L OVEN DI TO DO gB WIDE. FLOOR. FE.36SS* VENDOR PROVIDED DISPLAY - 6'-7" HIGH X 6'-1" WIDE X 3'-3" DEEP. ANCHORED TO FLOOR HATCH LEGEND MOVE EXISTING FIXTURE TO NEW LOCATION NEW FIXTURE EXISTING FIXTURE WITH MODIFICATION (NO HATCH) FIXTURE TO REMAIN IN EXISTING LOCATION MITCHELL C. SMITH, ARCHITECT 6084 REGISTERED ARCHITECT 00, MIT ELL MITH ST E OF WAS 01 /26/2023 © MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. EST BUYd # 0372 FEDERAL WAY 31601 PACIFIC HWY S FEDERAL WAY, WA 98003 BID / PERMIT SET SQUARE FOOTAGE CALCULATIONS RETAIL: 40,482 - SF ISC BAY: M 05 - SF SUPPORT ROOMS: 0, 000 - SF STORAGE/REMAINING: 3,427 - SF TOTAL: 45,014- SF FY24 RESET 1 Issue Date: 01.27.23 REVISION INFORMATION ENLARGED FLOOR PLANS CEIVED b 08 2023 A1 ol CITY COMMUNITY DEVELOPMENT 23-100477-00-CO MITCHELL C. SMITH, ARCHITECT 6084 REGISTERED ARCHITECT L C. 5MI ATE OF IN N 01 /26/2023 © MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. EST ydal # 0372 FEDERAL WAY 31601 PACIFIC HWY S FEDERAL WAY, WA 98003 BID / PERMIT SET SQUARE FOOTAGE CALCULATIONS RETAIL: 407482 - SF ISC BAY: 11105- SF SUPPORT ROOMS: 01000 - SF STORAGE/REMAINING: 31427 - SF TOTAL: 45,014 - SF FY24 RESET 1 Issue Date: 01.27.23 REVISION INFORMATION FINISH PLAN CEIVED b 08 i, 3e0 COMMUNITY DEVELOPMENT 23-100477-00-CO Q RECEIVING (D Q RECEIVING Q 250-0° 0 Q (D Q EXIT #1 EXIT #2 EXIT #3 -� 5'-0" ' ' 38-0" � 36" EGRESS 2�- 36" EGRESS 42'-0' , 38' °" � 33' °" 42' ° 36" EGRESS WIDTH WIDTH WIDTH 0 0 o 0 0 0 EXIT # 36" EGREc WIDTH 36" EGRESS WIDTH I I I I I I I I 32'-10" 5'-2" E E.9 F LIFE SAFETY FLOOR PLAN 1/16" = 1'-0" PROJECT NORTH TRUE NORTH x Q cc UNOBSTRUCTED FORWARD REACH 2009 A111.7-308.2.1 cc UNOBSTRUCTED SIDE NOTES: 1. X SHALL BE < 25", Z SHALL BE > X. 2. WHEN X < 20", THEN Y SHALL BE 48" MAXIMUM. 3. WHEN X IS 20" TO 25", THEN Y SHALL BE 44" MAXIMUM. X X } o co Z Z 48" 48" OBSTRUCTED HIGH FORWARD REACH LVV.7 P1 I 1 1.1 _0VV.L.L OBSTRUCTED SIDE REACH REACH 2009 A111.7-308.3.1 2009 A111.7-308.3.2 ACCESSIBILITY DETAILS (REACH AND CLEARANCE 1 /4" = V-0" V-6" M I N PULL SIDE 24" @ EXTR. DOORS IIffew NAYi111.to] [ib9q:4:11W_Ito] a I F_ - -I PUSH SIDE o \ V I OPULL SIDE FRONT APPROACH: 2009 A117.1 TABLE 404.2.3.2 -0,. MIN, O I z w z0 >I �" - cn PUSH SIDE _ I I OPUSH SIDE\ LATCH APPROACH: 2009 A117.1 TABLE 404.2.3.2 T-0" M I N PULL SIDE 1 �I I 5 PULL SIDE HINGE APPROACH: 2009 A117.1 TABLE 404.2.3.2 DOOR DETAILS 3S 1 /4" = 1'-0" I OPUSH SIDE \\�� FRONT APPROACH: 2009 A117.1 TABLE 404.2.3.2 O LU U OJ Q MIN 00 = Q PUSH SIDE I I OPUSH SIDE ` HINGE APPROACH: 2009 A117.1 TABLE 404.2.3.2 -0" M I PULL SE I CD < I \I 6 PULL SIDE LATCH APPROACH: 2009 A117.1 TABLE 404.2.3.2 -�y�� _ �5 CLEAR FLOOR SPACE FRONT APPROACH 2009 A111.7-305.3 30" I I=00 I� I --J LEAR FLOOR SPACE PARALLEL APPROACH 2009 A111.7-305.5 F - - - - - - I 7"7 I z_ V-6" o �` MIN. L OPULL SIDE RFr`PggP:n OPPPnAr`P- 2009 A117.1 TABLE 404.2.3.2 F---7 I A I X 1 i i / O$ PUSH SIDE RECESSED APPROACH: 2009 A117.1 TABLE 404.2.3.2 z C?IN 00 X / / i / / 9 PUSH SIDE W/ CLSR AND LATCH RECESSED APPROACH: 2009 A117.1 TABLE 404.2.3.2 ACCESSIBLE REACH & CLEARANCE NOTES 1. ACCESSIBLE COUNTERS, SHELVING, ETC. SHALL BE PROVIDED IN EMPLOYEE COMMON AREAS. COUNTERS SHALL BE INSTALLED 34" AFF AND SHALL INCLUDE KNEE SPACES AND ALSO COMPLY WITH REACH RANGE REQUIREMENTS AS INDICATED. 2. THE QUANTITY OF ACCESSIBLE CHECK STANDS AND SERVICE COUNTERS SHALL BE PROVIDED AS REQ'D BY CODE. THEY SHALL BE ACCESSIBLE ON CUSTOMER SIDE AND SHALL INCLUDE THE FOLLOWING: PER 2009 A117.1 SECTION 904 2.1. MINIMUM 36" WIDE AISLE ON CUSTOMER SIDE 2.2. MAXIMUM CHECK-OUT AISLE COUNTER HEIGHT 38" A.F.F.MAXIMUM CHECK-OUT AISLE COUNTER LIP 2" ABOVE COUNTER HEIGHT MAX. 2.3. MAXIMUM SALES & SERVICE COUNTER HEIGHT/ MAXIMUM WORK SURFACE HEIGHT 34" A.F.F. CUSTOMER SIDE PARALLEL APPROACH: A PORTION OF THE COUNTER OF THE SAME DEPTH & 36" LONG & OF THE SAME DEPTH AS THE REST OF THE COUNTER, MUST BE PROVIDED AT 34" A.F.F. W/ APPROPRIATE CLEAR FLOOR SPACE FOR PARALLEL APPROACH TO 36" SEGMENT OF COUNTER(IF THE ENTIRE COUNTER IS LESS THAN 36" LONG, THE ENTIRE COUNTER MUST BE NO MORE THAN 34" A.F.F.) 2.4. WHEN NOT ALL CHECK-OUT AISLES ARE ACCESSIBLE, ACCESSIBLE CHECK-OUT AISLES MUST BE CLEARLY IDENTIFIED BY A SIGN CLEARLY VISIBLE TO A PERSON USING A MOBILITY DEVICE DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. 2.5. WHERE PROVIDED, AT LEAST ONE OF EACH TYPE OF SALES COUNTER AND SERVICE COUNTER SHALL COMPLY WITH SECTION 904. WHERE COUNTERS ARE DISPERSED THROUGHOUT THE BUILDING OR FACILITY, COUNTERS COMPLYING WITH SECTION 904 ALSO SHALL BE DISPERSED. DOOR ACCESSIBILITY NOTES 1. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES. (2009 A117.1 SECTION 404) 1.1. EXCEPTIONS: IN ALTERATIONS, A PROJECTION OF 5/8 INCH (16 MM) MAXIMUM INTO THE REQUIRED CLEAR WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP. 1.2. DOOR CLOSERS AND DOOR STOPS TO BE 78 INCHES (1980 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND. 2. MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES SHALL COMPLY WITH (2009 A117.1 TABLE 404.2.3.4). MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE. 3.THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH (2009 A117.1 TABLE 404.2.4). 4.DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. (2009 A117.1 TABLE 404.2.7.1) 5. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOORS AND GATES: 5 POUNDS MAXIMUM. 5.1. SLIDING OR FOLDING DOORS: 5 POUNDS MAXIMUM. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION. (2009 A117.1 TABLE 404.2.8) CONTROL & DEVICE ACCESSIBILITY: 1. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH (2009 A117.1 SECTION 305) SHALL BE PROVIDED. (2009 A117.1 SECTION 309.2) 2. OPERABLE PARTS SHALL BE PLACED 34" MIN. / 44" MAX. SPECIFIED IN (2009 A117.1 SECTION 308), (2009 A117.1 SECTION 309.3) REFER TO LS1.0. 3.OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. (2009 A117.1 SECTION 309.4) ACCESSIBLE SIGNAGE NOTES 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES (2009 A117.1 SECTION 703.6.3.1). THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NUMBER 15090 IN FEDERAL STANDARD 595B. 2. CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON LIGHT BACKGROUND. (2009 A117.1 SECTION 703.6.2) 3. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 55% MIN. & 110% MAX. OF THE HEIGHT OF UPPERCASE "I". THE STROKE THICKNESS OF THE UPPERCASE "I" SHALL BE 10% MIN. AND 30% MAX. OF THE HEIGHT OF THE CHARACTER. (2009 A117.1 SECTIONS 703.2.5, 703.2.6) 4. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE IF THE CHARACTER SHALL BE 5/8" MIN. & 2" MAX., BASED ON THE HEIGHT OF THE UPPERCASE "1". (2009 A117.1 SECTION 703.3.5) 5. PICTORIAL SYMBOL SIGNS SHALL BE ACCOMPANIED BY THE VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE OUTSIDE DIMENSION OF THE PICTOGRAM FIELD SHALL BE A MINIMUM OF 6 INCHES IN HEIGHT. (2009 A117.1 SECTIONS 703.5.2) 6. CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT. BRAILLE SHALL BE PLACED A MINIMUM OF 3/8 INCH AND A MAXIMUM OF 1/2-INCH DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. WHEN TACTILE TEXT IS MULTI -LINED, ALL BRAILLE SHALL BE PLACED TOGETHER BELOW ALL LINES OF TACTILE TEXT. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED. DOTS SHALL BE DOMED OR ROUNDED (2009 A117.1 SECTIONS 703.4) -DOT BASE DIAMETER .059" TO .063" -DOT HEIGHT .025" TO .037" -DOTS SHALL BE 1/10 INCH ON CENTER BETWEEN (2) DOTS IN THE SAME CELL -DISTANCE BETWEEN DOTS IN CORRESPONDING CELLS 3/10" -DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW .395" TO .4" 7. THE MOUNTING HT OF SIGNS SHALL BE 48" MIN. ABOVE THE FINISH FL TO THE BOTTOM OF THE LOWEST BRAILLE CELLS & 60" MAX. A.F.F. TO THE BOTTOM OF THE HIGHEST LINE OF RAISED CHARACTERS. (2009 A117.1 SECTIONS 703.4.5) 8. WHERE TACTILE SIGNS ARE PROVIDED AT A DOOR, THEY SHOULD BE LOCATED ALONG THE LATCH SIDE OF THE DOOR. WHEN PROVIDED AT DOUBLE DOORS WITH (1) STATIONARY LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHEN PROVIDE A DOUBLE DOORS WITH (2) ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT-HAND DOOR. WHERE NO WALL SPACE IS AVAILABLE AT THE DESIGNATED LOCATION, THE SIGN SHALL BE INSTALLED ON THE NEAREST ADJACENT WALL. THE SIGN MUST BE PROVIDED A CLEAR FLOOR SPACE OF 18"X18" MIN., CENTERED ON THE TACTILE CHARACTERS, BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION & 45' POSITION. (2009 A117.1 SECTIONS 703.3.11) 9. AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL BE A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES AND SHALL COMPLY WITH ALL APPLICABLE CODES. 10. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS. a. EACH GRADE LEVEL EXTERIOR DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT WITH THE WORD "EXIT." b. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: - "EXIT STAIR DOWN" - "EXIT RAMP DOWN" - "EXIT STAIR UP" - "EXIT RAMP UP" 11. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQD TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE." 12. WHEN NOT ALL CHECK-OUT AISLES ARE ACCESSIBLE, ACCESSIBLE CHECK-OUT SALES SHALL BE IDENTIFIED BY A SIGN CLEARLY VISIBLE TO A PERSON USING A MOBILITY DEVICE DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE SIGN SHALL BE A MIN OF 4" BY 4". 13. SIGNAGE AT AUTOMATIC SLIDER DOORS: BLACK "CAUTION: AUTOMATIC SLIDING DOOR" CLING (EXTERIOR AND INTERIOR SIDE OF DOOR, PLACED ON SLIDING PANEL) RED "IN CASE OF EMERGENCY PUSH" CLING (INTERIOR SIDE OF DOOR, PLACED ON FIXED PANEL) YELLOW "AUTOMATIC DOOR - STAND CLEAR" CLING (EXTERIOR SIDE OF DOOR, PLACED ON FIXED PANEL) BLUE TACTILE "EXIT ROUTE" CLING (INTERIOR SIDE OF DOOR THAT LEADS INTO VESTIBULE, PLACED ON SLIDING PANEL) BLUE TACTILE "EXIT" CLING (INTERIOR SIDE OF DOOR THAT LEADS DIRECTLY TO OUTSIDE, PLACED ON SLIDING PANEL) BLUE 6"X6" ADA COMPLIANT INTERNATIONAL SYMBOL OF ACCESSIBILITY CLING (EXTERIOR MITCHELL C. SMITH, ARCHITECT 6084 REGISTERED AJU,UITECT MITC C. SMI H STATE OF GTON 01 /26/2023 © MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. BE4" B"4N # 0372 FEDERAL WAY 31601 PACIFIC HWY S FEDERAL WAY, WA 98003 BID / PERMIT SET SQUARE FOOTAGE CALCULATIONS RETAIL: 40,482 - SF ISC BAY: ill 05- SF SUPPORT ROOMS: 01000 - SF STORAGE/REMAINING: 31427 - SF TOTAL: 45,014- SF Lj FY24 RESET 1 Issue Date: 01.27.23 REVISION INFORMATION LIFE SAFETY PLAN & ACCESSIBILITY DETAILS CEIVED b0820 S100 CITY COMMUNITY DEVELOPMENT 23-100477-00-CO OSPRINKLER RISER 1 FIXTURE PLAN SCALE: 3/32" = 1'-0" 26'-0" 1 0 0 REGE I \A NC 108 DROP I SHIP I 0 26'-0" m N LBKH ? 4860 Li REF REF REF REF REF REF REF REF LL 14'-9" 3'-3" F17- 71M�]j321 AN F1 71M�]33N F17M REF REF REF REF REF REF REF REF 42'-0" 0 0 ------ --------- ———————— —— — ----1 250'-0" 38'-0" v O O 01 in r, 38'-0" 0 LBKH c 4860 0 $ w 32'-10" 5'-2" E.9 OF 38'-0" ❑�W❑ Ee 42'-0" N LBKH v a 4860 N � w LBKH v 4. ? 41160 N Ww v iv LBKH ? 4860 w � m LBKH 4860 w ND o CA63348 U N N CAB3348 U ND mN CAB3348 U Nco W N m CA63348 U 0 0 BD v 0 N 0 1 O GENERAL NOTES 1. ALL FIXTURES, SHELVING AND STANDARDS BELOW ARE TO BE INSTALLED BY FIXTURE CONTRACTORS. 2. GENERAL CONTRACTORS TO PROVIDE BLOCKING FOR ALL STANDARDS. 3. ALL FIXTURE DIMENSIONS ARE MEASURED FROM KICK PLATE TO KICK PLATE. 4. , DENOTES SEISMIC FIXTURES REMODELBBY ID DESCRIPTION CDWD 2.1 COOKTOP DISHWASHER DOGHOUSE: 4'-0" HIGH X 6'-8" WIDE X 4'-2" DEEP EBK.1 EBIKE PLATFORM: 1'-11" HIGH X 4'-0" WIDE X 2'-7" DEEP ED 2448 END DECK -60" HIGH X 48" WIDE X 24" DEEP LBKH 4860 4860 LOW GONDOLA KEYHOLE: 5-0" HIGH X 4'-0" WIDE X 4'-0" DEEP REMODELGC ID DESCRIPTION AMZ.TBL2* VENDOR PROVIDED DISPLAY: 5-11" HIGH X 4'-0" WIDE X 4'-0" DEEP DOD 2.1 W* DOUBLE WALL OVEN DISPLAY (WALL UNIT): 2'-5" DEEP x 8'-0" HIGH x 2'-9" WIDE. ANCHORED TO FLOOR. FE.36SS* VENDOR PROVIDED DISPLAY - 6'-7" HIGH X 6'-1" WIDE X 3'-3" DEEP. ANCHORED TO FLOOR HATCH LEGEND MOVE EXISTING FIXTURE TO NEW LOCATION NEW FIXTURE EXISTING FIXTURE WITH MODIFICATION (NO HATCH) FIXTURE TO REMAIN IN EXISTING LOCATION FOR REFERENCE ONLY © MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. EST ydm # 0372 FEDERAL WAY 31601 PACIFIC HWY S FEDERAL WAY, WA 98003 BID / PERMIT SET SQUARE FOOTAGE CALCULATIONS RETAIL: 40,482 - SF ISC BAY: 11105- SF SUPPORT ROOMS: 01000 - SF STORAGE/REMAINING: 31427 - SF TOTAL: 45,014- SF FY24 RESET 1 Issue Date: 01.27.23 REVISION INFORMATION FIXTURE PLAN CEIVED b 08 2023 F1 mO CITY COMMUNITY DEVELOPMENT 23-100477-00-CO OB C D E HRSIL HTV C s� �,L I I I sass X ` X WVZ SN03 BbbZ SN03 Sb'bZ SN03 Wt Z %M X D -- �� Ow x ^' DP.2LL N X _ 1 � Y I I I I I Z 10 L- r- T1 I L N 3 -v- N 39G7 } 4836 I IHRDL '213 m S'ONl S'ONl Z'(IN Z'ONl Z'0Nl Z'0Nl i S O = O N m O *LND.2LN. ED.24.48 EDNS za.4s EDNS za. LND.S LND. LND.2 LND.2 LND.2 LND.2 W SPR.12 SPR.12 0Nl ONl 0Nl 0Nl ON 0Nl 0Nl ALNDP o LND LND LND LND LN LND LND — sung O N LBKH ? 4860 v iv LBKH ? 4860 lw�@ m O LBKH 4860 N N 0) N � � N N 8b'bZ'43 (n N m O I I W J 7 I I GD ED.24.48 I I Q I I �M1 I I I I IL I k L_J Ao OI t Zi W LL N (7 -- -- n LIj �❑ REF R W _ I II I II II I LL In m MN m F`Fq 3 Ln m I LwL 3 t7 . F . ,321co �321 j3Ef j3Ef �321 j3N co ff REF REF REF REF REF REF REF LL CDO rn -0 I�� 321 j3Ef j3Ef �321 �321 j3Ef j3Ef �321 j3N OREF REF REF REF REF REF REF REF REF LL O WK SN03 Qr- O� 2 EDNS 24.48 O O � � ID C : O Xj[Ztlj Ztlj Ztlj Ztlj �321 �3L �3L �3i1 Z i92T' �321 — — — — — — — — — — — — — — — — — — — — — — — — — — 99'L9'4: �244. H.D.244. JED67.61 EDNS SPR.12 RTD.16 � RTD.16 Sb'bZ SNa3 8b'bZ'43 8b'bZ'43 W O� 2 Y O O Ca m ED.24.48 ED.24.48 WVZ SN03 WVZ SN03 ui EDNS 24.46 m W Y m W m op ,5,3 9b'bZ SNO3 Wt Z SN® WK SNO3 v 4860 N N o�Opp o�Opp o�Opp f^00 mQ m V mV ED.67.66 ED.67.66 EDNS 24.48 EDNS 24.48 KH B B 4860 CISM 00 R a C C SPR.12 1� SPR.12 m a� LBKH � w = A fv I u`f r cFc8p p <00, SAN.13 J V V la ED.24.48 N 24. 0 SPR.12 SPR.12 ENT.2 I I I I II r- L\ \\ll� L r L_ I I L ----- 09b1—H E.S. 0 71 - C m O 098b w 4860 FA�TIL2 10 F-5 m D IV LBKH 4860 N W m � LBKH N A 4860 � w LBKH 4860 LBKH O 4860 LBKH LBKH 4860 w O IN O GENERAL NOTES 1. ALL FIXTURE EXTENSIONS TO BE INSTALLED BY THE FIXTURE CONTRACTOR. ELECTRICAL CONTRACTOR TO MAKE FINAL POWER CONNECTIONS. 2.REFER TO ELECTRICAL DETAILS FOR ADDITIONAL INFORMATION. 3. ALL FIXTURE EXTENSIONS TO BE SUSPENDED FROM THE CEILING USING UNISTRUT PER FIXTURE EXTENSION ATTACHMENT DETAILS OR INDICATED OTHERWISE BY STRUCTURAL ENGINEER. FIXTURE EXTENSION KEY ❑O 2" STANDARD EXTENSION - GREY ❑0 2" STANDARD EXTENSION - BLACK ® FREE STANDING TOTEM EXTENSION - BLACK © FREE STANDING TOTEM EXTENSION - GREY WIREWAY KEY STANDARD IN -CARPET WIREWAY, CUT TO FIT. 6' IN -CARPET EXPRESS KIT 0 OVERFLOOR RACEWAY POWER, CUT TO FIT. 5/16" DIA. X 3" GALV. HEX BOLT WITH 5/16" X 2- 1/2" FENDER WASHER AND LOCK NUT. SECURE ON BOTH ENDS. 3 F-4 • 0 0 0 0 0 0 0 0 1 BAR JOIST %I WHITE SUPPORT ANGLE FURNISHED AND / \ INSTALLED BY DISPLAY FIXTURE INSTALLER. SECURE SUPPORT ANGLE TO BAR JOIST WITH APPROVED FASTENER ON BOTH ENDS. / / \ � o o I I ELECTRICAL CONTRACTOR: \ / SEE ELECTRICAL DRAWINGS — 2 FIXTURE EXTENSION ATTACHMENT @ JOIST DETAIL SCALE: NTS Z)/ 10 UIH. A 1/L VHLV. CARRIAGE BOLT AND L( NUT ADJUST BOTTOM EXTENSION FOR SPECIFIC HEIGHT. ALLEN HEAD SET SCREW FOR FINAL ADJUSTMENT. LARGER EXTENSION TO BE INSTALLED BELOW SMALLER EXTENSION. 1 FIXTURE EXTENSION PLAN 3 JOIST ATTACHMENT DETAIL SCALE: SCALE: NTS FOR REFERENCE ONLY © MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. BEST ydm # 0372 FEDERAL WAY 31601 PACIFIC HWY S FEDERAL WAY, WA 98003 BID / PERMIT SET SQUARE FOOTAGE CALCULATIONS RETAIL: 40,482 - SF ISC BAY: 11105- SF SUPPORT ROOMS: 01000 - SF STORAGE/REMAINING: 31427 - SF TOTAL: 45,014- SF FY24 RESET 1 Issue Date: 01.27.23 REVISION INFORMATION FIXTURE EXTENSION PLAN CEIVED b 08 2023 F4mO CITY COMMUNITY DEVELOPMENT 23-100477-00-CO PRE —DRILL (4) PILOT HOLES BEFORE CUTTING ® ® THROUGH CASEWORK. TYPICAL. 2" FIXTURE EXTENSION SEE F-4 FOR LOCATION OF 2" FIXTURE EXTENSION FIXTURE EXTENSION. ® ® PLACE DROP FURTHEST FROM STORE ENTRANCE. 2" x 2" POWER DROP TUBE I I SEE F-4 FOR LOCATION OF iv FIXTURE EXTENSION. N PLACE DROP FURTHEST FROM I I STORE ENTRANCE. ® ® POWER DROP WITH TUBE TO (2) #10 PAN HEAD SCREWS TUBE ADAPTER m CUT OUT DETAIL INSTALLED CONDITION m (4) #10 PAN HEAD SCREWS (2) #10 PAN HEAD SCREWS 1-1/2" SCRAPE BLOCKING INSERT ADAPTER INTO TUBE MOUNTED TO INSIDE OF CABINET. AND USE 1/4-20 UNC SCREW FIXTURE CONTRACTOR TO PROVIDE 2 TO SECURE POWER DROP INTO TOTEM. 1/2" SQUARE CUT AT EACH CASEWORK SECTION VIEW TOP VIEW SLEEVE LOCATION. SECTION VIEW TOP VIEW 1 FREE-STANDING TOTEM 2 CASEWORK SLEEVE DETAIL 3 POINT OF SALE (POS) DETAIL 4 PAC SALES CONSULT DETAIL SCALE: SCALE: SCALE: SCALE: NTS NTS NTS NTS SEE F-4 FOR LOCATION OF FIXTURE EXTENSION FIXTURE EXTENSION FIXTURE COVER PLATE 5/16" DIA. X 1/2" (4) #10 PAN HEAD SCREWS 5/16" DIA. X 1/2" CARRIAGE BOLT AND LOCK NUT. CARRIAGE BOLT AND LOCK NUT. L BRACKET TOP OF FIXTURE TABLE FACTORY INSTALLED MOUNT ATTACH FIXTURE EXTENSION TO FIXTURE COVER PLATE PRE —INSTALLED MOUNT PRE—CUT ACCESS SLOT DO NOT SECURE L BRACKET TO FLOOR FIXTURE UNTIL AFTER POWER 2 1/4" DIAMETER CUT OUT CONNECTION IS COMPLETE BY FIXTURE 5/16" BOLT WITH CONTRACTOR. SECTION VIEW NOTE: REFER TO SAMSUNG OPEN HOUSE TOP VIEW LEAD SLEEVE ANCHOR. INSTALLATION GUIDE FOR ADDITIONAL INFORMATION SECTION VIEW - A 5 NOT USED 6 FLOOR ANGLE ATTACHMENT DETAIL 7 SAMSUNG POD DETAIL 8 PRODUCT TABLE FIXTURE DETAIL PRE-INSTALLED MOUNTING PLATE SE SE SE SE NTS NTS NTS NTS TTACH Y U / Z / ATTACH EXTENSION USING AN ANGLE FIXTURE 5/16" DIA. X 3 1/4" GALV. m CARRIAGE BOLT WITH LOCK \ 2" FIXTURE EXTENSION O 0� 5/16" DIA. X 3 1/4" GALV. CARRIAGE BOLT WITH LOCK \ ' SUPPORT AT TOP OF FIXTURE EXTENSION TO UPRIGHT NUT. � NUT. EXTENSION (RECTANGULAR I UPRIGHT EXTENSION CUTOUT) ATTACH FIXTURE EXTENSION TO / UPRIGHT EXTENSION. (FOURTH HOLE FROM TOP) \ UPRIGHT I I EXTENSION PLAN BROCHURE HOLDER OPENING. PLAN o ALLEN HEAD SET SCREWS F OR o FINAL ADJUSTMENT. o SEE F-4 FOR LOCATION OF FIXTURE EXTENSION. / PLAN PLAN @ TWO PLACE DROP FURTHEST FR M o \ o / EXTENSIONS o STORE ENTRANCE. o 0 0 0 0 0 0 ---- 0 0 0 0 0 0 0 0 0 I 5/16" DIA. X 1/2" CARRIAGE IL SIGN HOLDER 0 \ ---- / 0 / BOLT AND LOCK NUT. 0 0 0 0 0 0 \ / (2) #10 PAN HEAD SCREWS o e o � SECTION VIEW PLAN @ TWO Q TOP OF FIXTURE EXTENSIONS FLOOR FLOOR 5/16" DIA. X 1" CARRIAGE SIDE VIEW BOLT AND LOCK NUT. BACK VIEW SIDE VIEW FRONT VIEW SIDE VIEW TOP VIEW FLOOR 9 BLACK LOWBAY / METAL FIXTURE DETAIL 10 PRODUCT TABLE FIXTURE DETAIL STANDARD FIXTURE EXTENSION 11 GREY LOWBAY / METAL FIXTURE DETAIL 12 OVERRACK FIXTURE DETAIL SCALE: SCALE: SCALE: SCALE: NTS NTS ATTACH EXTENSION USING AN ANGLE SUPPORT AT TOP OF FIXTURE SEE F-4 FOR PLACEMENT A VIEW - A EXTENSION OPEN TO FACE AWAY FROM CENTER 5/16" DIA. X 1/2" RUNWAY CARRIAGE BOLT AND LOCK NUT. PLAN VIEW TOP OF FIXTURE FIXTURE TOPPER FEED WIRE THROUGH OPEN TOP OF 5/16" DIA. X 1" FACTORY INSTALLED FIXTURE TM TM CARRIAGE BOLT AND PRE—CUT HOLE IN FIXTURE FOR FIXTURE EXTENSION .84 .85 LOCK NUT. ATTACH FIXTURE EXTENSION TO FIXTURE INSIDE OF WIRE CHASE PLAN VIEW AT TOTEM (2) #10 PAN HEAD SCREWS SIDE VIEW SECTION VIEW - A 13 NOT USED 14 NOT USED 15 TOTEM FIXTURE DETAIL 16 PRODUCT TABLE FIXTURE DETAIL SCALE: SCALE: SCALE: SCALE: NTS NTS NTS NTS FOR REFERENCE ONLY © MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. BEST ydm # 0372 FEDERAL WAY 31601 PACIFIC HWY S FEDERAL WAY, WA 98003 BID / PERMIT SET SQUARE FOOTAGE CALCULATIONS RETAIL: 40,482 - SF ISC BAY: 1,105- SF SUPPORT ROOMS: 01000 - SF STORAGE/REMAINING: 3,427 - SF TOTAL: 45,014 - §F] FY24 RESET 1 Issue Date: 01.27.23 REVISION INFORMATION FIXTURE EXTENSION DETAILS CEIVED b 08 2023 F5mO CITY COMMUNITY DEVELOPMENT 23-100477-00-CO ELECTRICAL ABBREVIATIONS A AMP AC ABOVE COUNTER ADD ADDENDUM Al ARC FAULT CIRCUIT INTERRUPTER AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AL ALUMINUM ATS AUTOMATIC TRANSFER SWITCH BBY BEST BUY C CONDUIT CAB CABINET CB CIRCUIT BREAKER CKT CIRCUIT CU COPPER DN DOWN EC ELECTRICAL CONTRACTOR ELEC ELECTRIC or ELECTRICAL EM EMERGENCY EMT ELECTRICAL METALLIC TUBING ENCL ENCLOSURE EPO EMERGENCY POWER OFF EWC ELECTRIC WATER COOLER F FUSE or FUSED FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FSD FIRE -SMOKE DAMPER GFI GROUND FAULT INTERRUPTER GND GROUND IG ISOLATED GROUND JBOX JUNCTION BOX KV KILOVOLT KVA KILOVOLT -AMP KW KILOWATT KWH KILOWATT-HOUR MC MOMENTARY CONTACT MRS MOTOR RATED SWITCH MT EMPTY NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NIC NOT IN CONTRACT NIL NEW LOCATION FOR RELOCATED ITEM NO NORMALLY OPEN NTS NOT TO SCALE OC ON CENTER PB PULL BOX PB PUSHBUTTON PF POWER FACTOR PH PHASE PNL PANEL PRI PRIMARY R REMOVE EXISTING ITEM RECEPT RECEPTACLE REFG REFRIGERATOR RL REMOVE EXISTING ITEM AND RELOCATE AS INDICATED RTU ROOF TOP UNIT SEC SECONDARY SW SWITCH SWBD SWITCHBOARD SPKR SPEAKER TEL TELEPHONE TSTAT THERMOSTAT TYP TYPICAL UC UNDER COUNTER UG UNDERGROUND UH UNIT HEATER LINO UNLESS NOTED OTHERWISE V VOLT VA VOLT -AMP VAC VOLTS ALTERNATING CURRENT VDC VOLTS DIRECT CURRENT W WATT WP WEATHERPROOF X EXISTING ITEM TO REMAIN XFMR TRANSFORMER NOTE: REFER TO MOTOR AND EQUIPMENT SCHEDULES FOR ADDITIONAL MOTOR ABBREVIATIONS. NOTE TO ELECTRICAL CONTRACTOR CONTROLLED RECEPTACLES TO BE PASS & SEYMOUR 5362CDBL DUAL -CONTROLLED DUPLEX RECEPTACLE 20A, 125V, BLUE, 5-20R. MUST ORDER THROUGH GRAYBAR MINNEAPOLIS AS THEY ARE THE ONLY LOCATION TO STOCK ITEM. CONTACT: SCOTT MOSEMAN AT GRAYBAR NATIONAL ACCOUNTS FOR ANY PRICING OR LEAD TIME. PHONE: (612)810-0916 EMAIL: BESTBUYCONST@GRAYBAR.COM POWER i BRANCH CIRCUIT PANEL VERIFY i EMERGENCY PANEL VERIFY ® DISTRIBUTION PANEL OR SWITCHBOARD VERIFY 0 EQUIPMENT CABINET VERIFY RR TRANSFORMER VERIFY MOTOR OR MOTOR CONNECTION VERIFY ® MOTOR CONTROLLER, STARTER, OR VFD VERIFY COMBINATION STARTER & DISCONNECT SWITCH VERIFY iE= DISCONNECT SWITCH MOTOR RATED TOGGLE SWITCH VERIFY MR VERIFY MMS MANUAL MOTOR STARTER SW W/THERM OVERLOAD VERIFY DUPLEX RECEPTACLE - WALLICEILING MOUNT 20" QUADPLEX RECEPTACLE - WALL MOUNT 20" m LEGRAND RECEPTACLE ASSEMBLY WITH BLACK WIREMOLD BOX. LEGRAND WPLCRA-BL . VERIFY QUADPLEX RECEPTACLE - ONE DUPLEX CONTINUOUS POWER AND ONE DUPLEX CONTROLLED. CONTROLLED RECEPTACLE: PASS & SEYMOUR 5362CDBL DUAL -CONTROLLED DUPLEX VERIFY RECEPTACLE 20A, 125V, BLUE, 5-20R. CONTROLLED QUADPLEX RECEPTACLE: PASS & SEYMOUR 5362CDBL DUAL -CONTROLLED DUPLEX RECEPTACLE 20A, VERIFY 125V, BLUE, 5-20R. CONTROLLED DUPLEX RECEPTACLE: PASS & SEYMOUR Q 5362CDBL DUAL -CONTROLLED DUPLEX RECEPTACLE 20A, VERIFY 125V, BLUE, 5-20R. DUPLEX RECEPTACLE - SPLIT WIRED VERIFY Q SPECIAL PURPOSE RECEPTACLE - WALL/CLG MNT VERIFY 0 Q® FLOOR BOX- DEVICES AS INDICATED © POWER POLE - DEVICES AS INDICATED MULTI -OUTLET -OUTLET ASSEMBLY - DEVICES AS INDICATED VERIFY ® MOTOR/EQUIPMENT TAG O BUZZER/BELL VERIFY KEY NOTE RACEWAYS CONDUIT AS DESCRIBED ON DRAWINGS AND SPECIFICATIONS MC CABLE FIRST NUMBER INDICATES WIRE SIZE SECOND NUMBER INDICATES NUMBER OF CONDUCTORS MODULAR WIRING CAT5 CABLE 0-10V CONTROL WIRING UNDERGROUND CONDUITS CONDUIT WITH BUSHED END CONDUIT WITH BREAK OR CONTINUATION CIRCUIT HOME RUN - L1 INDICATES PANEL L1-1,3 - NUMBERS INDICATE CIRCUITS CONDUCTOR COUNT - UNLESS NOTED OTHERWISE ,/ i SHORT HASH INDICATES 1#12 LINE \ j LONG HASH INDICATES 1#12 NEUTRAL HASH WI DOT INDICATES 1#12 GROUND P g I PULL BOX, SIZE AS NOTED a0 JUNCTION BOX - WALLICEILING MOUNT WIREWAY, DUCT BANK, OR FLOOR DUCT; AS NOTED ® Q 0 D CABLE TRAY, TYPE/SIZE AS INDICATED Ad BLACK FIXTURE EXTENSION EQUIPMENT SCHEDULE NOTES SALES FLOOR CIRCUITS ARE EXISTING IN CEILING, EC TO FIELD VERIFY EXACT CIRCUIT LOCATIONS IN CEILING AND REDISTRIBUTE AS SHOWN UNLESS NOTED OTHERWISE. PROVIDE NEW CIRCUITS AS REQUIRED FROM NEAREST EXISTING PANEL. CIRCUIT NUMBERS SHOWN FOR REFERENCE. EMS LABELED CIRCUITS TO BE ROUTED THROUGH CONTACTOR AND CONTROLLED VIA EXISTING EMS. PROVIDE NEW CONTACTORS AS REQUIRED. DEMOLITION NOTE CONTRACTOR TO MAXIMIZE RE -USE OF ALL EXISTING CIRCUITS. MAINTAIN EXISTING CIRCUITS WHEREVER POSSIBLE AND REDISTRIBUTE AS SHOWN ON DRAWINGS. LABEL ANY UNUSED CIRCUITS FOR FUTURE USE AND MARK LOCATION ON ASBUILT DRAWINGS. NOTE TO CONTRACTOR CONTRACTOR TO REMOVE ANY EXISTING FIXTURE LEVEL AMPINNERGY FLEXIBLE WIRING SYSTEM. TURN OVER ANY UNUSED AMPINNERGY PRODUCTS TO BEST BUY. ENLARGED POWER PLAN 1 /4" = 1'-0" m JJ 7'-0 ENLARGED POWER PLAN 1 /4" = 1'-0" L H P A N E L B O A R D 208Y/12OV, 3PH, 4W (EXISTING) 125A M.L.O. 10,000 AIC MOUNTING: SURFACE GROUND BUS LOCATION: SALES DEVELOPMENT RM 114 KVA DESCRIPTION WIRE BRKR PL PL BRKR WIRE DESCRIPTION A B C 1 floor rcpt. 20 1 1.00 1.00 1 1 20 floor rcpt. 2 3 floor rcpt. 20 1 20 floor rcpt. 4 5 floor rcpt. 20 00 1 20 floor rcpt. 6 7 floor rcpt. 20 1 1.00 1.00 1 20 floor rcpt. 8 9 floor rcpt. 20 1 1 20 floor rcpt 10 11 spare 20 1 0.36 1 20 DISPLAY RECEPTS 12 13 floor rcpt. 20 1 1.00 0.36 1 20 DISPLAY RECEPTS 14 15 floor rcpt. 20 1 1 1 20 rcpts. - cashwrap 16 17 floor rcpt. 20 1 0 0.40 1 20 rcpts. - cashwrap 18 19 floor rcpt. 20 1 1.00 0.40 1 20 rcpts. - cashwrap 20 21 floor rcpt. 20 1 1 1.00 0 % _' 1 20 rcpts. - cashwrap 22 23 1 spare 20 1 1 1.00 1 0.40 1 20 rcpts. - cashwrap 24 25 floor rcpt. 20 1 1.00 1 1 20 display rcpts. 26 27 floor rcpt. 20 1 1.00 1 20 display rcpts. 28 29 floor rcpt. 20 1 1.00 T1. 00 1 20 display rcpts. 30 31 floor rcpt. 20 1 1.00 1.00 1 20 display rcpts. 32 33 DISPLAY RECEPTS 20 1 0.36 1.00 1 20 display rcpts. 34 35 DISPLAY RECEPTS 20 1 0.36 1 1.00 1 20 display rcpts. 36 37 hurricane shutters 20 1 0.50 0.72 1 20 DISPLAY RECEPTS 38 39 hurricane shutters 20 1 0.50 0.72 1 20 DISPLAY RECEPTS 40 41 hurricane shutters 20 50 0.20 1 20 open sign 42 TOTAL 10.98 10.48 9.22 KVA PER NEC ARTICLE 220 92 88 77 AMPS TOTAL LOAD 30.68 KVA 86 AMPS FEEDER LOADI 17.60 KVA 49 AMPS SERVICE RISER DIAGRAM- N. T. S. NLARGED POWER PLAN- 1/4" = 1'-0" ENLARGED POWER PLAN 1 /4" = 1'-0" HATCH LEGEND MOVE EXISTING FIXTURE TO NEW LOCATION NEW FIXTURE EXISTING FIXTURE WITH MODIFICATION (NO HATCH) FIXTURE TO REMAIN IN EXISTING LOCATION GENERAL NOTES 1. DEVICES AND JUNCTION BOXES SHALL BE RECESSED AND CONDUITS AND WIRES CONCEALED UNLESS OTHERWISE APPROVED BY BEST BUY. NO EXCEPTIONS. 2. CONDUITS, RACEWAYS, ELECTRICAL DUCTS & BOXES AND EXPOSED LOW VOLTAGE WIRE SHALL BE RUN TRUE, PLUMB AND SQUARE TO THE BUILDING AND TIGHTLY WRAPPED OR FASTENED TO STRUCTURE WITH COLOR MATCHING WRAPS. LOW VOLTAGE RUNS OR EXPOSED WIRE MUST BE HIDDEN FROM VIEW AND TIE WRAPPED TO THE STRUCTURE. TIE WRAPS MUST BE UNIFORMLY SPACED WITH ENOUGH WRAPS TO PREVENT WIRE FROM SAGGING. UNDER NO CIRCUMSTANCES CAN EXPOSED WIRE BE RUN IN FREE AIR OR DIAGONALLY. 3. ELECTRICAL BOXES ON OPPOSITE SIDES OF FIRE RATED WALL SHALL BE SEPARATED BY A MINIMUM OF 24". 4. USE PLENUM RATED CABLE, CONDUIT, BOXES, ETC. IN AIR PLENUM WALLS AND CEILINGS. ALL PENETRATIONS OF FIRE RATED WALLS ARE TO BE COMPLETELY FIRE SEALED. 5. RUN ELECTRICAL EQUIPMENT, CONDUIT AND WIRING ABOVE BOTTOM OF JOISTS AND AS TIGHT TO THE DECK AS POSSIBLE, COORDINATE THIS WORK WITH OTHER TRADES BEFORE PROCEEDING. 6. BRANCH CIRCUIT CONDUCTORS SHALL BE IDENTIFIED AT JUNCTIONS, DEVICES, SPLICES AND TERMINATIONS. WHEN A NEUTRAL CONDUCTOR IS REQUIRED, THE NEUTRAL CONDUCTOR SHALL BE IDENTIFIED WITH CORRESPONDING PHASE CONDUCTOR WHICH FORMS THE BRANCH CIRCUIT. 7. HOMERUNS SHALL BE 1/2" MINIMUM CONDUIT SIZE UNLESS OTHERWISE NOTED. 8. OUTLET HEIGHTS WILL BE TO CENTER OF OUTLET, UNLESS OTHERWISE NOTED. 9. DO NOT SCALE FROM THIS PLAN. 10. COORDINATE ALL CONDUIT AND BOX INSTALLATIONS ON COLUMNS WITH GENERAL CONTRACTOR BEFORE ROUGH -IN. 11. ALL RECEPTACLES SHALL BE 20 AMP, UNLESS OTHERWISE NOTED. 12. WHERE UNGROUNDED CONDUCTORS ARE INCREASED IN SIZE, EQUIPMENT GROUND CONDUCTORS, WHERE INSTALLED, SHALL BE INCREASED IN SIZE PROPORTIONATELY ACCORDING TO CIRCULAR MIL. AREA OF THE UNGROUNDED CONDUCTORS. 13. CONTRACTOR TO ACCOUNT FOR VOLTAGE DROP WHEN PROVIDING NEW OR REUSING EXISTING BRANCH CIRCUITING. VOLTAGE DROP TO BE BASED ON LOADS SHOWN IN PANEL SCHEDULES. 14. CONTRACTOR TO VERIFY CIRCUITS ARE UNSWITCHED VIA EMS PRIOR TO RE -USE FOR GONDOLA POWER. ONLY UNSWITCHED CIRCUITS MAY BE RE -USED FOR GONDOLA POWER. 15. PROVIDE HANDLE TIE AT BREAKER FOR SHARED NEUTRAL CIRCUITS. 16. FIELD VERIFY EXISTING CONTACTORS AND PROVIDE NEWIADDITIONAL CONTACTORS AS REQUIRED TO MEET CONTROL REQUIREMENTS AS CALLED OUT ON PLANS. (EMS CIRCUIT. I POWER PLAN KEYED NOTES I ELECTRICAL IN HATCHED AREA IS EXISTING TO REMAIN. MAINTAIN EXISTING CONNECTIONS UNLESS OTHERWISE NOTED. ONE DUPLEX TO HAVE CONTINUOUS POWER AND ONE DUPLEX CONTROLLED VIA EMS. FIXTURE EXTENSION FROM JOIST SPACE DOWN TO DISPLAY FIXTURE WITH PULL LINE. SEE DETAIL 41E2.0 BEST BUY SPECIFIED FIXTURE EXTENSION SHALL BE FURNISHED BY BEST BUY AND INSTALLED BY OTHERS, BOND FIXTURE EXTENSION TO BUILDING STEEL. EXISTING PANEL LOCATION. REFER TO RISER DIAGRAM TE1.0. ELECTRICAL CONTRACTOR TO LOCATE EXISTING SPARE CIRCUITS AT DECK AND EXTEND TO NEW LOCATIONS IN QUANTITIES AS SHOWN. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON RE -USE OF EXISTING CIRCUITS. PROVIDE NEW CIRCUITS AS REQUIRED FROM NEAREST EXISTING PANELS. CIRCUIT NUMBERS SHOWN FOR REFERENCE. MAINTAIN ACCURATE AS BUILT DRAWINGS MC CABLE OR EMT AS ALLOWED BY AUTHORITY HAVING JURISDICTION. EXISTING DISPLAY TABLE IS BEING REPLACED. DISCONNECT & RECONNECT EXISTING POWER TO TABLE. REUSE EXISTING FIXTURE LEVEL DEVICES. ROUTE CIRCUIT THROUGH NEW CONTACTOR LOCATED IN JOIST SPACE. CONTROL CONTACTOR FROM NEAREST EMS CONTROLLED DISPLAY LIGHTING CIRCUIT. PROVIDE COIL VOLTAGE AS REQUIRED TO MATCH. SEE DETAIL 11E2.0. EXISTING SALES FLOOR GONDOLAS BEING REARRANGED OR MODIFIED IN NOTED AREAS. REPLACE EXISTING FIXTURE LEVEL DEVICES AS NECESSARY. RECONNECT TO OVERHEAD FEED AT NEW LOCATION. RE -DISTRIBUTE NEARBY EXISTING OVERHEAD CIRCUITS AND EXTEND TO NEW LOCATION AS REQUIRED. MAINTAIN ACCURATE AS BUILT DRAWINGS. 10 RECEPTACLES TO BE ON 2417 11 INSTALL RECEPTACLE AT 90" SIDE JUSTIFIED INSIDE OVEN CABINET FOR CONNECTION OF EQUIPMENT. PROVIDE LEVITON MODEL#21254W OR PASS AND SEYMOUR 420-W: QUAD RECEPTACLE 20A 125V WHITE. COORDINATE IN FIELD. ROUTE CONDUIT THROUGH CABINET AS PERMITTED BY CODE. 6 KEY PLAN MPW ENGINEERING, LLC 110 W. 7TH STREET • SUITE 600 • TULSA, OK 74119 (918) 582-4088 • (918) 582-4087 FAX ?'. DES J �7 26713 � �] O CISTf' SS�ONALG 1r BEST my4m # 372 FEDERAL WAY 31601 PACIFIC HWY S FEDERAL WAY, WA 98003 BID / PERMIT SET SQUARE FOOTAGE CALCULATIONS RETAIL: 40,482 - SF ISC BAY: 1,105- SF SUPPORT ROOMS: 0,000 - SF STORAGE/REMAINING: 3,427 - SF TOTAL: 45,014 - SF FY24 RESET 1 Issue Date: 01.27.23 REVISION INFORMATION Drawing POWER PLAN CEIVED 2CE190 CITAt OirFEv COMMUNITY DEVELOPMENT 23-100477-00-CO DECK BUS BAR EXISTING "CUSTOMER ZONE" CONTROLLE LIGHT EXISTING EMS CONTACTOR PLUG IN BREAKER BOX El N 1-1/2" MINIMUM DISTANCE BOTTOM OF DECK EXISTING LGT. 20A MC CABLE SUPPORT ROOF DECK FLUTE TO TOP OF CONDUIT. MC CABLE CIRCUIT 277V I I PERTHENEC EXISTING LIGHTING BEAM CLAMP 0 CONTROLLED CIRCUIT NEW DISPLAY BAR JOIST < UNISTRUT IF LTG. IS FED FROM 120V CONTRACTOR CONDUIT CKT CHANGE COIL VOLTAGE NOTE: ELECTRICAL CONTRACTOR CLAMP PRIOR TO ORDERING. PROVIDE 1" SURFACED WALL MOUNTED CONDUIT ALL CONDUIT, JUNCTION BOXES AND URE TO JOIST PER NEC. FROM JUNCTION BOX TO JOIST SPACE. COVERS SHALL BE INSTALLED PRIOR TO CONDUIT CLAMP CIRCUIT CONDUIT STRAP AS REQUIRED PAINTING OF WALL, NO EXCEPTIONS. TOP CHORD OF BAR PER NEC (TYPICAL) JOIST CIRCUIT CIRCUIT 411/16" X 411/16" X 2118" SURFACE MOUNTED GROUNDED JUNCTION CIRCUIT BOX WITH BLANK COVER PLATE AT 8'4' TO CENTER FOR 8' DISPLAY FIXTURE OR 12'-4" TO CENTER FOR 12'-0" DISPLAY FIXTURE.A—NO CONDUIT TO BE ROUTED ON OR BELOW MC CABLE SEE POWER BOTTOM CHORD OF BAR JOIST. PLAN FOR CIRCUITING SEE POWER PLANS FOR LOCATIONS DISPLAY FIXTURE TO ADDITIONAL CONTACTORS AS SEE SHEET E1.0 FOR CONTINUATION. REQUIRED. TAG AND IDENTIFY PANEL AND CIRCUIT NUMBERS AT CONNECTOR. DISPLAY LIGHTING CONTACTOR CONTROL WALL POWER DROP DETAIL CONDUIT ROUTING DETAIL 3 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. TAG AND IDENTIFY PANEL AND CIRCUIT RF RECEPTACLE DETAIL LOCATED ON NUMBERS AT FIXTURE EXTENSION. SHEET E1.3 (51E1.3) FIXTURE EXTENSION FROM DECK. SECURE CABLE OR MC CABLE OR EMT CONDUIT TO FIXTURE AS (TYPICAL). REQUIRED EXTEND PULL LINE 12" FOR LOW TO JUNCTION BOX OR VOLTAGE CABLES. BUS BAR CLAMP PER SECURE CABLE 12" FROM kBLE C. FIXTURE EXTENSION. BAR JOIST VERIFY GROUND SECURED TO FIXTURE EXTENSION. SECURE CABLE OR EXISTING WHITE SUPPORT CONDUIT TO FIXTURE AS 77:!7�1 EXISTING FIXTURE EXTENSION ANGLE SECURED TO BAR REQUIRED SECURED AT TOP JOIST ON BOTH ENDS. SURFACE MOUNTED GROUNDED JUNCTION EMT CABL7E SURFACE MOUNTED GROUNDED JUNCTION BOX WITH QUAD RECEPTACLE MOUNTED UN CONDUIT RUN ON BOX WITH QUAD RECEPTACLE MOUNTED TO GONDOLA (TYPICAL). UNDERSIDE OF FIXTURE TO GONDOLA (TYPICAL). (TYPICAL). DEVICE MOUNTING IN LOW BAY GONDOLAS NOT USED 5 6 SCALE: N.T.S. SCALE: N.T.S. EXISTING FIXTURE EXTENSION TO REMAIN. DISPLAY FIXTURE SUPPORT FRAME NOTE: ELECTRICAL CONTRACTOR FIXTURE EXTENSION ELECTRICAL CONTRACTOR SHALL INSTALL MC CABLE FROM THE /� SECURED AT DISPLAY BAR JOIST DOWN THE FIXTURE EXTENSION TO THE DISPLAY FIXTURE. FIXTURE AND FURNISH AND INSTALL ADDITIONAL PULL LINE FOR LOW VOLTAGE CABLES. NOTE: ENDCAP DISPLAY FIXTURE SUPPORT FIXTURE EXTENSION LOCATIONS SHOWN ON DRAWINGS ARE FRAME APPROXIMATE AND SHALL BE FURNISHED BY OTHERS. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO EXTEND PULL LINE 12" COORDINATE THE FIXTURING PHASE OF CONSTRUCTION WITH FOR LOW VOLTAGE MC CABLE. SEE DETAILS ON THE DISPLAY FIXTURE INSTALLER AND ENSURE THAT SUFFICIENT CABLES AS REQUIRED. SHEET E4.0 SHEET FOR MANPOWER, LIFTS, MATERIALS, ETC. TO BE USED, SHALL BE ON -SITE DURING FIXTURING. CONTINUATION N T USED NOT USED EIXTURE EXTENSION DETAIL CSCALE; 4 SCALE: N.T.S. N.T.S. SCALE. N.T.S. _(D NOT USED NOT USED NOT USED NOT USED SCALE: N.T.S.0 SCALE; N.T.S. 0SCALE: N.T.S.0 SCALE: N.T.S. 3 mpw MPW ENGINEERING, LLC 110 W. 7TH STREET • SUITE 600 • TULSA, OK 74119 (918) 582-4088 • (918) 582-4087 FAX t4 >,. VAS 26713 �] O ss O15Tr �G�� NAL r� 1r BEST my4m # 372 FEDERAL WAY 31601 PACIFIC HWY S FEDERAL WAY, WA 98003 BID / PERMIT SET SQUARE FOOTAGE CALCULATIONS RETAIL: 40,482 - SF ISC BAY: M 05 - SF SUPPORT ROOMS: 0)000- SF STORAGE/REMAINING: 3,427 - SF TOTAL: 45,014 - SF FY24 RESET 1 Issue Date: 01.27.23 REVISION INFORMATION Drawing ELECTRICAL DETAILS CEIVED 2cE2 a 0 CITY COMMUNITY DEVELOPMENT 23-100477-00-CO PART 1 - GENERAL 1.1 GENERAL CONDITIONS A. THE GENERAL, SPECIAL, AND OTHER CONDITIONS OF THE ARCHITECTURAL, MECHANICAL AND VENDOR DOCUMENTS SHALL BE CONSIDERED AN INTEGRAL PART OF THESE ELECTRICAL SPECIFICATIONS. B. REFERENCE TO 'CONTRACTOR" IN THIS SPECIFICATION SHALL MEAN 'ELECTRICAL CONTRACTOR (EC)", UNLESS OTHERWISE NOTED. WORK SPECIFIED HEREIN IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. 1.2 SCOPE OF WORK A. FURNISH LABOR, MATERIALS, EQUIPMENT, TOOLS, AND OTHER ITEMS NECESSARY FOR, OR INCIDENTAL TO, INSTALLATION OF A COMPLETE ELECTRICAL SYSTEM AS REQUIRED FOR THIS PROJECT. B. ALSO INCLUDE OTHER WORK AND MISCELLANEOUS EQUIPMENT NOT SPECIFICALLY MENTIONED, BUT REASONABLY INFERRED, THAT ARE REQUIRED FOR A FULLY FUNCTIONAL AND TESTED SYSTEM. 1.3 DRAWINGS AND DOCUMENTS A. THE DRAWINGS AND SPECIFICATIONS FORM A COMPLETE SET OF PLANS FOR THE ELECTRICAL WORK FOR THIS PROJECT. WHAT IS REQUIRED BY EITHER SHALL BE AS BINDING AS IF REQUIRED BY BOTH. IN THE EVENT THE DRAWINGS AND SPECIFICATIONS ARE IN CONFLICT, THE GREATER REQUIREMENT OR COST SHALL BE INCLUDED IN BID, OR IF TIME, A CLARIFICATION WILL BE ISSUED. B. BIDDERS SHALL EXAMINE OTHER TRADE AND EQUIPMENT VENDOR DRAWINGS AND SPECIFICATIONS TO AVOID OMISSIONS, DUPLICATIONS, AND TO INSURE COMPLETE INSTALLATION OF ELECTRICAL WORK. C. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO SHOW APPROXIMATE LOCATION ONLY. PLACEMENT OF ELECTRICAL EQUIPMENT AND DEVICES SHALL NOT INTERFERE WITH LOCATIONS OR CLEARANCES OF OTHER TRADES' MATERIALS OR EQUIPMENT. COORDINATE THE PLACEMENT OF ELECTRICAL DEVICES WITH ARCHITECTURAL PLANS, ELEVATIONS AND DETAILS. D. THE DIRECT ROUTING OF CONDUITS AND WIRING IS NOT ASSURED. EXACT REQUIREMENTS SHALL BE GOVERNED BY THE CONDITIONS OF THE PROJECT SITE. EXTRA LENGTHS OF WIRING OR THE ADDITION OF PULL OR JUNCTION BOXES, NECESSITATED BY SUCH CONDITIONS, SHALL BE INCLUDED IN THE BID. E. DRAWING REPRESENTATIONS: CONDUITS, CIRCUITING, DEVICES, SPEAKERS, ETC., SHOWN ON THE DRAWINGS AS EXISTING ARE BASED ON EXISTING PLANS AND MAY NOT BE INSTALLED AS ORIGINALLY SHOWN. VERIFY THE ACCURACY OF THE 'EXISTING CONDITIONS" AS SHOWN ON THE DRAWINGS AS THE DEMOLITION WORK PROGRESSES. PERFORM MODIFICATIONS AND ADDITIONS AS NECESSARY TO CORRECT FOR THESE HIDDEN CONDITIONS AND ALLOW FOR THE COMPLETION OF THE WORK. 1.4 CODES, INSPECTIONS, AND FEES A. THE COMPLETED ELECTRICAL INSTALLATION SHALL COM PLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AS WELL AS APPLICABLE FEDERAL, STATE, AND LOCAL CODES, REGULATIONS, AND STANDARDS INCLUDING INTERPRETATIONS BY APPROPRIATE AUTHORITIES HAVING JURISDICTION. WHERE THE DRAWINGS AND SPECIFICATIONS CALL FOR WORKMANSHIP OR MATERIALS IN EXCESS OF CODE OR REGULATORY REQUIREMENTS, THE DRAWINGS AND SPECIFICATIONS SHALL GOVERN. B. THE WORK SPECIFIED HEREIN SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY STATE AND LOCAL AUTHORITIES HAVING JURISDICTION AND THE ENGINEER. THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS TO HAVE THE ELECTRICAL WORK INSPECTED BY APPROPRIATE INSPECTORS) AND SHALL PROVIDE TWO (2) COPIES OF FINAL SIGNED 'CERTIFICATE OF INSPECTION" TO THE OWNER. C. OBTAIN AND PAY FOR LICENSES, PERMITS, FEES AND CHARGES FOR WORK INSTALLED BY THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE TO PAY FEES AND CHARGES LEVIED BY THE ELECTRIC UTILITY COMPANY FOR CONNECTION TO ELECTRIC SERVICES. 1.5 JOB SITE SAFETY A. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL JOB SITE SAFETY, INCLUDING SAFETY OF PEOPLE AND PROPERTY DURING PERFORMANCE OF WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. B. NO ACT, DRAWING REVIEW OR CONSTRUCTION REVIEW BY THE OWNER, THE ENGINEERS OR THEIR CONSULTANTS, IS INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. 1.6 CONDITIONS AT THE SITE A. EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING BUILDING CONDITIONS AND LIMITATIONS PRIOR TO SUBMITTING BID. NO EXTRA PAYMENT WILL BE ALLOWED FOR WORK REQUIRED BECAUSE OF THESE CONDITIONS, OR IF INFORMATION IS VISIBLE OR READILY ATTAINABLE, FOR LIMITATIONS OR MISUNDERSTANDING OF EXISTING CONDITIONS. B. DISCREPANCIES FROM THESE DOCUMENTS SHOULD BE REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO BID. 1.7 WORKMANSHIP AND CONTRACTOR QUALIFICATIONS A. INSTALL ELECTRICAL EQUIPMENT AND MATERIALS IN A NEAT AND COMPETENT MANNER BY PERSONS EXPERIENCED AND SKILLED IN THE TRADE. HAPHAZARD OR POOR INSTALLATION WILL BE CAUSE FOR REJECTION OF WORK. EXPOSED COMPONENTS OF THE ELECTRICAL SYSTEMS SHALL BE SQUARE AND TRUE WITH BUILDING LINES AND SURFACES. B. CONTRACTOR SHALL BE LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED. 1.8 COORDINATION OF WORK A. GIVE CAREFUL CONSIDERATION TO THE WORK OF THE GENERAL, MECHANICAL AND OTHER CONTRACTORS/SUBCONTRACTORS ON THE PROJECT. ORGANIZE AND PHASE THE ELECTRICAL WORK SO THAT IT WILL NOT INTERFERE WITH THE WORK OF OTHER TRADES. B. DRAWINGS AND SPECIFICATIONS FOR OTHER TRADES AND GENERAL CONSTRUCTION DRAWINGS SHALL BE CONSULTED FOR COORDINATION INFORMATION, DETAILS, DIMENSIONS, ETC. COORDINATE SHAFTS, CHASES, FURRED SPACES, SUSPENDED CEILING, LOCATIONS OF EQUIPMENT, ETC. THE CONTRACTOR SHALL REVIEW THE MECHANICAL -ELECTRICAL DRAWINGS AND EQUIPMENT DRAWINGS OF OTHER DISCIPLINES, INCLUDING DATA, SECURITY, AUDIO -VIDEO, FIRE ALARM, AND KITCHEN. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES BETWEEN THESE DRAWINGS TO THE ENGINEER PRIOR TO BIDDING FOR CLARIFICATION. SOLUTIONS TO UNREPORTED DISCREPANCIES WILL BE DETERMINED BY THE ENGINEER, WITH NO ADDITIONAL COMPENSATION DUE TO THE CONTRACTOR. C. THE LOCATION OF EQUIPMENT OUTLETS AND WIRING SHALL BE VERIFIED WITH THE ACTUAL EQUIPMENT OR APPROVED SHOP DRAWINGS PRIOR TO ROUGH IN WORK. NOTIFY ENGINEER OF DISCREPANCIES. D. DIMENSIONS GIVEN ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS, WHETHER CALCULATED OR SCALED, SHALL BE VERIFIED IN THE FIELD. E. CHECK ACTUAL JOB CONDITIONS BEFORE FABRICATING WORK. COORDINATE WITH OTHER TRADES TO AVOID REWORK DUE TO FIELD CONDITIONS. CHANGES OR ADDITIONS, SUBJECT TO ADDITIONAL COMPENSATION, WHICH ARE MADE WITHOUT WRITTEN AUTHORIZATION AND AN AGREED PRICE, SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE. F. COORDINATE ROUTING OF CONDUIT AND WIRE CONCEALED IN WALLS, SOFFITS OR CEILINGS INSTALLED BY THE GENERAL CONTRACTOR. COORDINATE WORK TO CONCEAL CONDUIT AND WIRE. G. VERIFY ITEMS SUCH AS DOOR SWINGS, WINDOW LOCATIONS, CASEWORK, ETC., BEFORE INSTALLING ELECTRICAL EQUIPMENT OR DEVICES. H. MAKE MINOR ADJUSTMENTS TO WORK WHERE REQUESTED BY THE OWNER OR THE OWNER'S REPRESENTATIVE WHEN ADJUSTMENTS ARE NECESSARY FOR PROPER OPERATION AND WITHIN THE INTENT OF THE CONTRACT. 1.9 MATERIALS AND EQUIPMENT A. UNLESS OTHERWISE SPECIFIED, MATERIAL AND EQUIPMENT SHALL BE NEW AND MANUFACTURED BY APPROVED OR LISTED MANUFACTURERS. MATERIALS AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF GOVERNING CODES. B. ALL MATERIAL AND EQUIPMENT SHALL BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES, INC. (UL), AS CONFORMING TO ITS STANDARDS IN EVERY CASE WHERE SUCH A STANDARD HAS BEEN ESTABLISHED FOR THAT TYPE OF MATERIAL OR EQUIPMENT. C. OBTAIN WRITTEN APPROVAL SEVEN DAYS PRIOR TO BID, TO USE PROPOSED SUBSTITUTE MATERIAL OR EQUIPMENT BEFORE CONTRACTING TO PURCHASE SUCH SUBSTITUTES. THE OWNER RESERVES THE RIGHT TO REQUIRE THE REMOVAL OF MATERIAL OR EQUIPMENT WHICH DOES NOT HAVE THIS WRITTEN APPROVAL AND WHICH DOES NOT COMPLY WITH THE SPECIFICATIONS, REGARDLESS OF THE STATE OF INSTALLATION OF SUCH EQUIPMENT. D. WHERE EQUIPMENT SUPPLIED BY THE CONTRACTOR HAS CHARACTERISTICS OTHER THAN AS SPECIFIED HEREIN, THE CONTRACTOR SHALL, AT NO ADDITIONAL COST TO THE OWNER, REMOVE AND REPLACE THE ELECTRICAL WORK NECESSITATED BY THE SUBSTITUTED PRODUCT. 1.10 TEMPORARY INSTALLATIONS A. COMPLY WITH THE OWNER AND GENERAL CONTRACTOR REQUIREMENTS. ELECTRICAL WORK MUST CONFORM TO NEC ARTICLE 590, TEMPORARY INSTALLATIONS. B. CONTINUATION OF SERVICE: MAINTAIN CONTINUITY OF EXISTING EQUIPMENT TO REMAIN. MAINTAIN EXISTING CIRCUITS OF EQUIPMENT ENERGIZED. RESTORE CIRCUITS WIRING WHICH ARE TO REMAIN BUT WERE DISTURBED DURING DEMOLITION BACK TO ORIGINAL CONDITION. C. ELECTRIC POWER SYSTEM: PROVIDE AN ELECTRICAL DISTRIBUTION SYSTEM OF SUFFICIENT SIZE, CAPACITY, AND POWER CHARACTERISTICS REQUIRED FOR CONSTRUCTION OPERATIONS. D. PROVIDE TEMPORARY ELECTRICAL SERVICE AS REQUIRED FOR THE PROJECT. 1. UTILIZE EXISTING BUILDING ELECTRICAL DISTRIBUTION IF AVAILABLE, AND SUPPLEMENT AS REQUIRED FOR THE PROJECT CONDITIONS. 2. FOR SERVICE CONSTRUCTION OR SERVICE REVISIONS, COORDINATE WITH THE UTILITY TO PROVIDE TEMPORARY SERVICE FOR THE 3. DURATION OF CONSTRUCTION SO AS NOT TO INTERFERE WITH SERVICE CONSTRUCTION. PAY FOR UTILITY CHARGES ASSOCIATED WITH THE 4. TEMPORARY SERVICE INCLUDING ENERGY BILLS. E. LIGHTING: PROVIDE TEMPORARY LIGHTING WITH LOCAL SWITCHING THROUGHOUT THE CONSTRUCTION AREA. PROVIDES ADEQUATE ILLUMINATION FOR CONSTRUCTION OPERATIONS, OBSERVATIONS, INSPECTIONS, AND TRAFFIC CONDITIONS. F. WHERE LIGHT FIXTURES EXIST IN THE AREA OF CONSTRUCTION, UTILIZE EXISTING LIGHTS AND OUTLETS AS MUCH AS PRACTICAL TO MEET THESE REQUIREMENTS. CLEAN AND RE -LAMP EACH FIXTURE USED FOR TEMPORARY AT END OF CONSTRUCTION. G. REMOVE THE TEMPORARY INSTALLATION OF ELECTRICAL EQUIPMENT, RACEWAY AND WIRE AT THE END OF THE PROJECT. PATCH AND SEAL SLEEVE OPENINGS. 1.11 DEMOLITION A. WHERE ELECTRICAL WORK TO REMAIN IS DAMAGED OR DISTURBED IN THE COURSE OF THE WORK, REMOVE DAMAGED PORTIONS AND PROVIDE PRODUCTS OF EQUAL CAPACITY, QUALITY, AND FUNCTIONALITY. B. ACCESSIBLE WORK INDICATED AS DEMOLISHED: REMOVE EXPOSED ELECTRICAL INSTALLATION IN ITS ENTIRETY. REMOVAL OF EXISTING ELECTRICAL DISTRIBUTION SYSTEM EQUIPMENT INCLUDES EQUIPMENT'S ASSOCIATED WIRING, INCLUDING CONDUCTORS, CABLES, EXPOSED CONDUIT, SURFACE METAL RACEWAYS, BOXES, AND FITTINGS, BACK TO EQUIPMENT'S SOURCE OR AS INDICATED. C. ABANDONED RACEWAY AND CONDUITS: WHERE RACEWAY AND CONDUITS ARE SHOWN AS ABANDONED ON THE DRAWINGS; DISCONNECT EXISTING CONCEALED WIRING FROM ITS SOURCE. REMOVE WIRING, CAP AND LABEL CONDUIT ENDS. CUT ABANDONED UNDERGROUND CONDUITS BELOW GRADE AND SEAL OPENINGS. PATCH SURFACE TO MATCH EXISTING FINISH. D. TEMPORARY DISCONNECTION: REMOVE, STORE, CLEAN, REINSTALL, RECONNECT, AND MAKE OPERATIONAL COMPONENTS INDICATED FOR RELOCATION. 1.12 CUTTING AND PATCHING A. WORKMANSHIP; LAY OUT WORK IN ADVANCE. EXERCISE CARE WHERE CUTTING, CHANNELING, CHASING, OR DRILLING OF FLOORS, WALLS, PARTITIONS, CEILINGS, OR OTHER SURFACES IS NECESSARY FOR PROPER INSTALLATION, SUPPORT, OR ANCHORAGE OF CONDUIT, RACEWAYS, OR OTHER ELECTRICAL WORK. REPAIR DAMAGE TO BUILDINGS, PIPING, AND EQUIPMENT USING SKILLED CRAFTSMEN OF TRADES INVOLVED B. PERFORM CORE DRILLING, CUTTING AND PATCHING NECESSARY FOR THE COMPLETION OF THE ELECTRICAL WORK FOR THIS PROJECT. NO STRUCTURAL MEMBERS SHALL BE DISTURBED WITHOUT OBTAINING WRITTEN PERMISSION OF THE ENGINEER. C. SURFACES WHICH ARE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AND REFINISHED TO PROVIDE A SURFACE EQUAL IN STRENGTH, DURABILITY, AND APPEARANCE TO THE ORIGINAL SURFACE. D. WHERE IT IS NECESSARY TO DRILL OR CUT CONCRETE SURFACES, THE EDGES SHALL BE SHARPLY DEFINED. CORE HOLES SHALL BE MADE WITH A ROTARY DRILL. RECTANGULAR CONCRETE CUTS SHALL BE MADE WITH A CONCRETE SAW. DO NOT PENETRATE POST TENSION SLABS PRIOR TO X-RAYING FLOOR. E. PENETRATIONS THROUGH SMOKE, FIRE, HAZARDOUS AREA, OR OTHER RATED SEPARATIONS SHALL BE FIRE SEALED TO PRESERVE THE RATINGS OF THE SEPARATIONS. F. ALL CUTTING, DRILLING, PATCHING, REPAIRING, AND REFINISHING SHALL BE DONE BY PERSONS SKILLED IN APPROPRIATE TRADES. G. CLEAN AWAY RUBBISH AND LITTER GENERATED DURING ELECTRICAL INSTALLATION. 1.14 MAINTENANCE MANUAL AND RECORD DRAWINGS A. FURNISH THE OWNER WITH A MINIMUM OF TWO (2) PRINTED COPIES AND TWO (2) DIGITAL DATA DVD'S OF A MANUAL COVERING THE OPERATION AND MAINTENANCE OF EQUIPMENT PROVIDED UNDER THIS CONTRACT. SUBMIT ADDITIONAL COPIES AS REQUIRED BY THE GENERAL CONTRACT. THE MANUALS SHALL BE IN A 3-RING, LOOSE LEAF, HEAVY DUTY BINDER AND SUBMITTED TO THE ARCHITECT/ENGINEER FOR APPROVAL. EACH MANUAL SHALL CONTAIN THE FOLLOWING: 1. COMPLETE MANUFACTURER CATALOG DATA, MANUFACTURER'S LITERATURE, WIRING DIAGRAMS, DETAILED OPERATING INSTRUCTIONS, 2. AND A COMPLETE LISTING OF SUPPLIERS AND DISTRIBUTORS WHERE REPLACEMENT PARTS AND MAINTENANCE SERVICES ARE AVAILABLE 3. FOR INSTALLED EQUIPMENT. INCLUDE ELECTRICAL SHOP DRAWINGS. 4. PHYSICAL DESCRIPTION AND INSTALLATION INSTRUCTIONS, USER'S MANUAL AND OPERATING INSTRUCTIONS. 5. REPLACEABLE PARTS LIST. INCLUDE THE LIGHT FIXTURE SCHEDULE WITH REPLACEMENT LAMPS PER FIXTURE TYPE. 6. INSPECTION CERTIFICATES, SIGNED BY THE APPROPRIATE INSPECTOR. 7. FULL LISTING OF PRODUCT WARRANTIES AND EXTENDED WARRANTIES WITH REGISTRATION AND CONTACT INFORMATION. 8. DATA DVD WITH INDEXED PDF DOCUMENTS OF ITEMS IN THE MANUAL. B. MARKUP A SET OF CONSTRUCTION DOCUMENTS AS WORK PROGRESSES. SHOW ACTUAL CIRCUIT ROUTING WITH DIMENSIONED INFORMATION, SIZES, TYPES, ETC., EQUIPMENT LOCATION CHANGES, AND OTHER CHANGES OR DEVIATIONS BETWEEN PROJECT WORK, AS BUILT, AND THE CONTRACT DOCUMENTS. MARKINGS SHALL BE NEAT, LEGIBLE, AND PERMANENT. TRANSFER APPLICABLE MARKINGS TO A SECOND SET OF DOCUMENTS AND PROVIDE BOTH SETS OF RECORD DOCUMENTS TO THE OWNER. 1.15 CLEAN-UP A. UPON COMPLETION OF THE WORK AND AT OTHER TIMES DIRECTED, REMOVE MATERIALS AND SCRAP GENERATED BY THE ELECTRICAL INSTALLATION AND LEAVE THE PREMISES IN A CLEAN AND ORDERLY CONDITION. B. CLEAN ELECTRICAL EQUIPMENT INTERIORS PRIOR TO ENERGIZING AND BEFORE FINAL ACCEPTANCE. CLEAN LIGHT FIXTURES LENSES, REFLECTORS AND TRIMS. REPAIR, CLEAN AND TOUCH UP MINOR SCRATCHES OR BLEMISHES ON FACTORY PAINTED EQUIPMENT. C. DAMAGED, DENTED OR REFURBISHED EQUIPMENT SHALL BE REJECTED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 1.16 ACCEPTANCE DEMONSTRATION AND TRAINING A. PERFORM SYSTEM START-UP, TESTING AND PROGRAMMING PRIOR TO OWNER'S TRAINING. DO NOT SCHEDULE DEMONSTRATIONS UNTIL SYSTEMS ARE FULLY OPERATIONAL AND READY TO TURN OVER TO THE OWNER. B. DEMONSTRATE TO THE OWNER THE OPERATION OF THE ELECTRICAL INSTALLATIONS. THE TIMING OF THE DEMONSTRATION WILL BE DETERMINED BY THE OWNER UPON COMPLETION OF THE WORK. C. PROPERLY SET AUTOMATIC TIME SWITCHES TO PERFORM SWITCHING OPERATIONS IN ACCORDANCE WITH SCHEDULES PROVIDED BY THE OWNER'S REPRESENTATIVE, AND DEMONSTRATE (USING THE MANUFACTURER'S OPERATING INSTRUCTIONS) HOW TO OVERRIDE, TEST AND PROGRAM LIGHTING/SYSTEMS. 1.17 GUARANTEES AND WARRANTIES A. FURNISH THE OWNER WITH A WRITTEN GUARANTEE FOR THE PERIOD OF ONE (1) YEAR AGAINST THE FAILURE OF PART OF THE ELECTRICAL SYSTEMS INSTALLED DUE TO FAULTY MATERIAL OR WORKMANSHIP, WITHOUT CHARGES, TO THE OWNER. GUARANTEE PERIOD TO START UPON SUBSTANTIAL COMPLETION OR AS SPECIFIED UNDER GENERAL AND SPECIAL CONDITIONS. INCANDESCENT AND HALOGEN LAMPS ARE EXCLUDED. B. PASS ONE EXTENDED WARRANTIES OR PRODUCT WARRANTIES EXCEEDING ONE (1) YEAR TO THE OWNER. PART 2-PRODUCTS 2.1 GENERAL A. ALL MATERIALS MUST BE NEW AND BEAR UNDERWRITER'S LABORATORIES (UL) LABEL. MATERIALS THAT ARE NOT COVERED BY UL TESTING STANDARDS SHALL BE TESTED AND APPROVED BY AN INDEPENDENT TESTING LABORATORY OR A GOVERNMENTAL AGENCY. MATERIAL NOT IN ACCORDANCE WITH THESE SPECIFICATIONS MAY BE REJECTED EITHER BEFORE OR AFTER INSTALLATION. B. ALL EQUIPMENT AND DEVICE TERMINALS AND LUGS RATED FOR 60/75 OR 75 DEGREES C. 2.2 LOW VOLTAGE CONDUCTORS AND CABLES A. COPPER CONDUCTORS COMPLYING WITH NEMA WC 70/ICEA 5-95-658. B. ALUMINUM CONDUCTORS ARE PROHIBITED. C. INSULATION TYPE: XH HW, XH HW-2, TH HW, OR THWN-2, COLOR CODED, COLOR IMPREGNATED WIRE. D. CONDUCTOR SIZES ARE AMERICAN WIRE GAUGE (AWG) OR CIRCULAR MILS (KCMIL) AS FOLLOWS: 1. #12 AWG SOLID COPPER. 2. #10 AWG AND LARGER SHALL BE STRANDED COPPER. 3. BRANCH CIRCUITS MUST BE COLOR CODED, COLOR IMPREGNATED WIRE. E. AC, CORE CLAD OR ROMEX CABLES ARE NOT ALLOWED. F. METAL -CLAD CABLE TYPE MC WITH GREEN GROUND CONDUCTOR ALLOWED ONLY WHERE NOTED IN PART 3 EXECUTION. 2.3 CONTROL VOLTAGE CONDUCTORS AND CABLES A. WHERE INDICATED ON THE DRAWINGS, PROVIDE CABLES ALONG WITH ASSOCIATED TERMINATION HARDWARE. 1. UTP CABLE: PLENUM RATED, TYPE CMP CATEGORY 6, 100-OHM, FOUR -PAIR. LISTED AND LABELED COMPLYING WITH UL 444 AND NFPA 70. 2. UTP CABLE CONNECTING HARDWARE: IDC TYPE, USING MODULES DESIGNED FOR PUNCH -DOWN CAPS OR TOOLS. 3. COAXIAL CABLE FOR CATV, MATV AND DBS (LESS THAN 50' TOTAL LENGTH): RG-59 20 AWG, SOLID, COPPER -COVERED STEEL CONDUCTOR; 4. GAS -INJECTED, FOAM -PE INSULATION. DOUBLE SHIELDED WITH 100 PERCENT ALUMINUM -FOIL SHIELD AND 40 PERCENT ALUMINUM BRAID. 5. PLENUM RATED, TYPE CMP. 6. COAXIAL CABLE FOR CATV, MATV AND DBS (50'OR GREATER TOTAL LENGTH): RG-6: 16 AWG, SOLID, COPPER -COVERED STEEL 7. CONDUCTOR; GAS -INJECTED, FOAM -PE INSULATION. DOUBLE SHIELDED WITH 100 PERCENT ALUMINUM -FOIL SHIELD AND 60 PERCENT 8. ALUMINUM BRAID. PLENUM RATED, TYPE CMP. B. CONTROL CIRCUITS: CONDUCTORS NOT INSTALLED IN CONDUIT OR ARMOR JACKETED CABLE MUST BE PLENUM RATED. 1. CLASS 1 CONTROL CIRCUITS: STRANDED COPPER, TYPE THWN OR XHHN, IN RACEWAY OR CABLE WITH ARMOR JACKET. 2. CLASS 2 CONTROL CIRCUITS: STRANDED COPPER, TYPE THWN OR XHHN, IN RACEWAY OR POWER -LIMITED CABLE CONCEALED IN 3. BUILDING FINISHES; IN CABLE TRAY OR ON HANGERS ABOVE ACCESSIBLE CEILINGS. 4. CLASS 3 REMOTE -CONTROL AND SIGNAL CIRCUITS: STRANDED COPPER, TYPE TW OR TYPE TF, COM PLYING WITH UL 5. IN RACEWAY OR POWER -LIMITED CABLE CONCEALED IN BUILDING FINISHES; IN CABLE TRAY OR ON HANGERS ABOVE ACCESSIBLE 6. CEILINGS. 2.4 GROUNDING AND BONDING A. CIRCUITS, METAL RACEWAY SYSTEMS, AND OTHER PERMANENTLY INSTALLED ELECTRICAL EQUIPMENT SHALL BE SOLIDLY GROUNDED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE TO FORM A CONTINUOUS, PERMANENT AND EFFECTIVE GROUNDING SYSTEM. B. GROUNDING ELECTRODE CONDUCTOR CONNECTIONS SHALL BE MADE WITH SOLDERLESS PRESSURE TYPE FITTINGS. WHERE WELDED CONNECTIONS ARE PRACTICAL, CONNECTIONS MAY BE MADE BY THE USE OF SUITABLE WELDING PROCESS. MAKE CONNECTIONS IN STRICT CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. C. BOND FLEXIBLE RACEWAY SECTIONS WITH A BARE GROUND CONDUCTOR SEPARATE FROM THE EQUIPMENT GROUNDING CONDUCTOR INSTALLED WITH THE BRANCH OR FEEDER CONDUCTORS. INSTALL AN EXTERNAL GROUND CONDUCTOR WITH GROUNDING BUSHINGS WHERE REQUIRED. D. ISOLATED GROUND CONDUCTORS: GREEN COLORED INSULATION WITH CONTINUOUS YELLOW STRIPE. E. GROUND RODS: 10'X3/4" COPPER CLAD STEEL. GROUND RODS AT EXTERIOR AREA LIGHTS: 8'X5/8" COPPER CLAD STEEL. 2.5 HANGERS AND SUPPORTS A. FOR INDIVIDUAL CONDUIT RUNS NOT DIRECTLY FASTENED TO THE STRUCTURE, USE THREADED ROD AND HANGERS MANUFACTURED BY CADDY, UNISTRUT OR POWERSTRUT. B. GALVANIZED STEEL SLOTTED CHANNEL SUPPORT SYSTEMS WITH FITTINGS AND SUPPORTS BY THE SAME MANUFACTURER. C. VIBRATION AND SEISMIC CONTROLS TO BE PROVIDED PER IBC, ICC-ES, OSHPD FOR THE STATE OF CALIFORNIA. 2.6 RACEWAYS AND OUTLET BOXES A. PROVIDE RACEWAYS, FITTINGS, CONNECTORS AND ACCESSORIES FOR A COMPLETE RACEWAY SYSTEM. RACEWAYS INCLUDE: 1. RIGID METAL CONDUIT (RMC): HOT -DIPPED GALVANIZED. 2. INTERMEDIATE METAL CONDUIT (IMC): HOT -DIPPED GALVANIZED. 3. ELECTRICAL METALLIC TUBING (EMT): ELECTRO-GALVANIZED. 4. POLYVINYL CHLORIDE CONDUIT (PVC) SCHEDULE 40 FOR BELOW GRADE INSTALLATIONS. 5. WIREWAYS: ENAMEL FINISH, HINGED TYPE. 6. FLEXIBLE METALLIC CONDUIT: FOR FINAL CONNECTION IN DRY LOCATIONS LESS THAN 6'LENGTHS. 7. LIQUID TIGHT FLEXIBLE METAL CONDUIT: FOR FINAL CONNECTION IN DAM P OR WET LOCATIONS LESS THAN 6' LENGTHS. B. MINIMUM ELECTRICAL CONDUIT SIZE: 1/2 C". MINIMUM BRANCH CIRCUIT OR FEEDER HOME RUN: 'Z<"C. MINIMUM CONTROL VOLTAGE AND MISCELLANEOUS SYSTEMS CONDUIT: "C. C. PROVIDE FITTINGS AND ACCESSORIES APPROVED FOR THE PURPOSE, LISTED FOR USE, WITH THE TYPE CONDUIT OR RACEWAY. EMT CONNECTORS AND COUPLINGS SHALL BE STEEL SETSCREW TYPE INDOORS AND STEEL COMPRESSION TYPE IN DAM P OR WET LOCATIONS AND OUTDOORS. D. OUTLET BOXES: 4" SQUARE X 1-1/2" DEEP (OR LARGER) GALVANIZED SHEET STEEL KO -TYPE WITH PLASTER RING AND COVER FOR GENERAL INTERIOR USE. CAST METAL TYPE FS OR FD WITH MATCHING SCREW COVERS FOR EXTERIOR AND EXPOSED INTERIOR LOCATIONS (GASKETED IN DAMP OR WET LOCATIONS). LARGER BOXES AS REQUIRED; SIZED FOR NEC FILL. E. JUNCTION BOXES SHALL BE SAME AS OUTLET BOXES UP TO 42 CU.IN. USE CODE -GAUGE STEEL IN LARGER SIZES WITH SURFACE OR FLUSH -TYPE SCREW -MOUNTED TRIM COVERS. BOXES AND COVERS PAINTED WITH INHIBITOR -PRIMED PAINT INSIDE AND OUT. F. PULL BOXES SHALL BE SAME AS JUNCTION BOXES UNLESS INDICATED OTHERWISE ON THE DRAWINGS, WITH COVERS. G. VOICE, DATA AND MISCELLANEOUS LOW VOLTAGE SYSTEM OUTLET BOXES SHALL BE THE TYPE AND SIZE REQUIRED BY THE SYSTEM VENDOR BUT NOT SMALLER THAN 4-11/16"SQUARE X 2-1/8" DEEP WITH SINGLE -GANG RING. OTHER CONFIGURATIONS AS SHOWN ON THE PLAN. H. LIGHT FIXTURES SHALL NOT BE USED AS A RACEWAY UNLESS LISTED AND MARKED AS A RACEWAY IN ACCORDANCE WITH NEC ARTICLE 410.64 AND AS NOTED IN PART 3 - EXECUTION. I. ELECTRICAL CONDUIT INSTALLATIONS MUST BE SUPPORTED PER NEC AND NOT EXCEED 10 FEET BETWEEN SUPPORTS. J. FLOOR BOXES (IN CONCRETE): RECTANGULAR, MODULAR, CAST BOXES WITH SOLID BRASS COVER. SEE PLANS FOR DEVICES. EACH SYSTEM TO HAVE INDEPENDENT COMPARTMENTS AND FLIP UP COVERS. K. POKE THROUGH ASSEMBLIES: FACTORY FABRICATED MULTI -CHANNELED THROUGH FLOOR RACEWAY/FIRESTOP WITH COM PLYING WITH UL 514 SCRUB WATER EXCLUSION. SEE PLANS FOR SERVICE DEVICES AND PLATE CONSTRUCTION L. SERVICE POLES: FACTORY ASSEMBLED TWO COMPARTMENT CHANNELS EXTENDING FROM FLOOR TO 6" ABOVE CEILING. STEEL WITH BAKED WHITE ENAMEL OR ANODIZED SATIN ALUMINUM CONSTRUCTION AS SPECIFIC ON PLANS. M. SURFACE METAL RACEWAYS: TWO COMPARTMENT STEEL, DEVICES AND FINISH COLOR AS INDICATED ON PLANS, WIREMOLD G4000 OR EQUAL. OTHER TYPES OF SURFACE METAL RACEWAYS ARE AS SPECIFIED ON PLANS. 2.8 IDENTIFICATION AND LABELING A. LABEL CONTROL DEVICES AND DEVICE ENCLOSURES WITH INDIVIDUAL NAME PLATES OR LEGEND PLATES. B. INDIVIDUAL NAME OR LEGEND PLATES: BLACK LAMINATED PLASTIC PLATES WITH WHITE CUT LETTERS. PAPER, FOIL OR TAPE MARKERS ATTACHED WITH ADHESIVES SHALL NOT BE USED. C. ENGRAVED, LAMINATED ACRYLIC OR MELAMINE LABEL PUNCHED OR DRILLED FOR SCREW MOUNTING. WHITE LETTERS ON A DARK -GRAY BACKGROUND. MINIMUM LETTER HEIGHT SHALL BE 3/8 INCH. LABEL THE FOLLOWING EQUIPMENT: 1. PANELBOARDS, ELECTRICAL CABINETS, AND ENCLOSURES. 2. ACCESS DOORS AND PANELS FOR CONCEALED ELECTRICAL ITEMS. 3. ELECTRICAL BREAKERS IN EXISTING DISTRIBUTION PANELS. 4. TRANSFORMERS. 5. EMERGENCY SYSTEM BOXES AND ENCLOSURES. 6. DISCONNECT SWITCHES. 7. ENCLOSED CIRCUIT BREAKERS. 8. MOTOR STARTERS. 9. PUSH-BUTTON STATIONS. 10. CONTACTORS. 11. REMOTE -CONTROLLED SWITCHES, DIMMER MODULES, AND CONTROL DEVICES. 12. PANELS, TERMINAL CABINETS, AND RACKS. D. ACCESSIBLE RACEWAYS AND CABLES OF AUXILIARY SYSTEMS: IDENTIFY THE FOLLOWING SYSTEMS AT PANEL AND JUNCTION BOX LOCATIONS WITHIN EACH ROOM AS FOLLOWS: 1. 120/208 VOLT: MARK COVERS WITH PANEL AND CIRCUIT NUMBERS. 2. 277/480 VOLT: MARK COVERS WITH PANEL AND CIRCUIT NUMBERS. E. RECEPTACLES: IDENTIFY PANELBOARD AND CIRCUIT NUMBER FROM WHICH SERVED. USE PRE MANUFACTURED HOT STAMPED OR ENGRAVED MACHINE PRINTING WITH BLACK FILLED LETTERING ON FACE OF PLATE, AND DURABLE WIRE MARKERS OR TAGS INSIDE OUTLET BOXES 2.11 PANELBOARDS A. REUSE EXISTING. 2.12 WIRING DEVICES A. WIRING DEVICES SHALL BE INSTALLED IN METAL DEVICE BOXES. B. SWITCHES AND RECEPTACLES SHALL BE COOPER, HUBBELL, LEVITON, PASS & SEYMOUR, OR APPROVED EQUAL SUBJECT TO APPROVAL BY THE ENGINEER, COLOR SHALL BE GREY FOR NORMAL POWER AND RED FOR EMERGENCY POWER. SPECIAL COLOR DEVICE OUTLETS AND MATCHING COVER PLATE AS NOTED ON THE PLANS. C. SWITCHES SHALL BE HEAVY DUTY GRADE, FEDERAL SPECIFICATION FS, AC QUIET TYPE, 20-AMP, 120/277-VOLT, WITH SILVER ALLOY CONTACTS, EQUAL TO HUBBELL #5362. D. GENERAL PURPOSE DUPLEX RECEPTACLES SHALL BE HEAVY DUTY GRADE, FEDERAL SPECIFICATION FS, NEMA 5-20R, 20-AMP, 125-VOLT, 3-WIRE GROUNDING TYPE DEVICES WITH STEEL ONE PIECE GROUND STRAP; THIRD POLE GROUNDING TO THE OUTLET BOX. E. GROUND FAULT CIRCUIT INTERRUPTER (GFI) DUPLEX RECEPTACLES: HEAVY DUTY GRADE, FEDERAL SPECIFICATION FS, 20-AMP DEVICES. GFI RECEPTACLES UNIT WIRED SELF-CONTAINED AND NOT BE CONNECTED TO FEED THROUGH UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. F. NEC WEATHER RESISTANT RATING IN DAMP OR WET LOCATIONS, SUITABLE FOR "WHILE -IN -USE" APPLICATIONS. G. TAMPER RESISTANT RATING IN AREAS REQUIRED BY THE NEC. H. AFCI OUTLETS WHERE REQUIRED BY THE NEC. I. ISOLATED GROUND RECEPTACLES: ORANGE IN COLOR OR ORANGE TRIANGLE ON FACE. J. SURGE PROTECTIVE DEVICE (S PD): TYPE 3 DUPLEX RECEPTACLE WITH INDICATION LIGHT AND AUDIBLE ALARM. K. COVER PLATES: STAINLESS STEEL TYPE 302 AS MANUFACTURED BY EAGLE, BRYANT, GENERAL ELECTRIC, HUBBELL OR LEVITON. 1. SPECIAL COLOR PLASTIC COVER PLATES TO MATCH TO STYLE LINE TYPE RECEPTACLES AS NOTED ON THE PLANS. L. GFCI PROTECTED WITH "WHILE -IN -USE" WEATHERPROOF COVERPLATES FOR OUTDOOR WEATHERPROOF DUPLEX RECEPTACLES. 2.13 FUSES A. ONE-TIME CARTRIDGE FUSES MANUFACTURED BY BUSMAN, GOULD SHAWMUT, OR LITTLE FUSE. B. FURNISH AND INSTALL FUSES OF THE TYPES AND RATINGS DESIGNATED IN THE DRAWINGS AND SPECIFICATIONS IN EACH FUSIBLE DEVICE INSTALLED BY THE CONTRACTOR. 1. FEEDER AND BRANCH CIRCUITS CLASS RK1 TIME DELAY. 2. MOTOR CIRCUITS CLASS RK5 TIME DELAY. 3. CONTROL CIRCUIT FUSES MUST BE TIME DELAY. 2.14 ENCLOSED SWITCHES, CIRCUIT BREAKERS AND CONTROLLERS A. DISCONNECT SWITCHES: HEAVY DUTY, AC, SINGLE THROW SAFETY SWITCHES, BUILT IN ACCORDANCE WITH NEMA REQUIREMENTS WITH A VOIDABLE FULL COVER INTERLOCK AND QUICK -MAKE, QUICK -BREAK MECHANISM. EACH SWITCH SHALL BE FUSIBLE UNLESS NON -FUSIBLE (NF) IS SPECIFICALLY INDICATED. NEMA 1 ENCLOSURES IN DRY LOCATIONS AND NEMA 3R WHERE EXPOSED TO THE WEATHER. FURNISH NEUTRAL TUG KIT WHEN CIRCUIT HAS A NEUTRAL. B. PROVIDE AUXILIARY CONTACTS TO SHUT DOWN VFD PRIOR TO DISCONNECTING POWER. PROVIDE REJECTION FUSES WHERE NOTED. C. FULL VOLTAGE NON REVERSING STARTERS SIZE 0 MINIMUM. D. STARTERS MUST BE COMBINATION STARTERS WITH MOLDED CASE CIRCUIT BREAKER OR FUSED DISCONNECT, AS NOTED ON THE DRAWINGS, WITH FUSED CONTROL TRANSFORMER, AUXILIARY CONTACTS, COVER MOUNTED HOA AND PILOT LIGHTS. E. FRACTIONAL HP STARTERS QUICK MAKE QUICK BREAK SINGLE POLE SWITCHES FOR INTEGRALLY PROTECTED MOTORS. F. MULTI -POLE HORSE POWER RATED SWITCHES OR ENCLOSED CIRCUIT BREAKERS IN FLUSH NEMA 1 ENCLOSURES WHERE A MEANS OF DISCONNECT IS REQUIRED IN FINISHED SPACES. G. ALL DEVICES NEMA RATED FOR THE ENVIRONMENT THEY ARE LOCATED. 3.1 GENERAL H. ELECTRIC SYSTEM LAYOUTS INDICATED ON THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. GOVERN EXACT ROUTING OF CABLE AND WIRING AND THE LOCATIONS OF OUTLETS BY THE STRUCTURE AND EQUIPMENT SERVED. USE DIMENSIONS FROM ARCHITECTURAL DRAWINGS. I. CONSULT OTHER DRAWINGS, VERIFY SCALES AND REPORT DIMENSIONAL DISCREPANCIES OR OTHER CONFLICTS WITH ARCHITECT BEFORE SUBMITTING BID. J. ALL HOME RUNS TO PANELBOARDS ARE INDICATED AS STARTING FROM THE OUTLET NEAREST THE PANEL AND CONTINUING IN THE GENERAL DIRECTION OF THAT PANEL. CONTINUE SUCH CIRCUITS TO THE PANEL AS THROUGH THE ROUTES WERE COMPLETELY INDICATED. TERMINATE HOMERUNS OF SIGNAL, ALARM AND COMMUNICATION SYSTEMS IN A SIMILAR MANNER. K. AVOID CUTTING AND BORING HOLES THROUGH STRUCTURE OR STRUCTURAL MEMBERS WHEREVER POSSIBLE. OBTAIN PRIOR APPROVAL OF STRUCTURAL ENGINEER AND CONFORM TO STRUCTURAL REQUIREMENTS WHEN CUTTING OR BORING THE STRUCTURE IS NECESSARY AND PERMITTED. L. FURNISH AND INSTALL NECESSARY HARDWARE, HANGERS, BLOCKING, BRACKETS, BRACING, RUNNERS, ETC., REQUIRED FOR EQUIPMENT SPECIFIED UNDER THIS SECTION. M. PROVIDE NECESSARY BACKING REQUIRED TO INSURE RIGID MOUNTING OF OUTLET BOXES. 3.2 LOW VOLTAGE POWER CONDUCTORS AND CABLES A. PROVIDE #12 BRANCH CIRCUIT CONDUCTORS FOR 12OV, 20 AM P CIRCUITS LESS THAN 75' (100' FOR 277V CIRCUITS). PROVIDE A MINIMUM #10 BRANCH CIRCUIT CONDUCTORS FOR 12OV, 20 AMP CIRCUITS OVER 75' (100' FOR 277V CIRCUITS) AND INCREASE CONDUCTOR AND CONDUIT SIZE TO LIMIT VOLTAGE DROP TO 3% MAXIMUM. B. WHERE MORE THAN THREE CURRENT CARRYING CONDUCTORS ARE INSTALLED IN A SINGLE RACEWAY (E.G. COMBINING MULTI -CIRCUIT HOMERUNS), CONDUCTOR AMPACITY SHALL BE DE -RATED AS REQUIRED BY THE NEC. C. PROVIDE DEDICATED NEUTRAL CONDUCTORS FOR EACH120V AND 277V BRANCH CIRCUIT. D. FEEDER AND BRANCH CIRCUIT CONDUCTORS MUST BE STRANDED COPPER, SINGLE CONDUCTORS IN RACEWAY. E. MEGGER AND RECORD INSULATION RESISTANCE OF 600 VOLT INSULATED CONDUCTORS SIZE #3/0 AND LARGER USING 500 VOLT MEGGER FOR ONE MINUTE. MAKE TESTS WITH CIRCUITS ISOLATED FROM SOURCE AND LOAD. F. METAL CLAD CABLE WITH GREEN GROUND CONDUCTOR ALLOWED ONLY FOR THE FOLLOWING CONDITIONS: 1. ABOVE ACCESSIBLE CEILINGS FOR FINAL CONNECTIONS FROM JUNCTION BOXES TO LIGHT FIXTURES NOT EXCEEDING 6' IN LENGTH. 2. FINAL CONNECTION NOT EXCEEDING 6' IN LENGTH TO ROTATING OR VIBRATING EQUIPMENT. 3. ALLOWED FOR BRANCH CIRCUITS FISHED INTO EXISTING WALL CONSTRUCTION. 4. ALLOWED IN CASEWORK OR BUILT U P STRUCTURES WHERE FLEXIBILITY IS REQUIRED. 3.4 GROUNDING AND BONDING A. THE BUILDING AND ELECTRICAL SYSTEMS SHALL BE GROUNDED AND BONDED IN ACCORDANCE WITH THE NEC, IEEE AND BEST PRACTICES. B. ELECTRICAL SERVICE AND SEPARATELY DERIVED ALTERNATING CURRENT SYSTEMS SHALL BE GROUNDED IN ACCORDANCE WITH NEC ARTICLE 250. C. ALL FEEDER AND BRANCH CIRCUITS SHALL HAVE A GREEN COPPER GROUND CONDUCTOR RUN WITH THE PHASE AND NEUTRAL CONDUCTORS. D. BONDING INTERIOR METAL DUCTS: BOND METAL AIR DUCTS TO EQUIPMENT GROUNDING CONDUCTORS OF ASSOCIATED FANS, BLOWERS, ELECTRIC HEATERS, AND AIR CLEANERS. INSTALL TINNED BONDING JUMPER TO BOND ACROSS FLEXIBLE DUCT CONNECTIONS TO ACHIEVE CONTINUITY. E. PROVIDE A MINIMUM #6 COPPER GROUND CONDUCTOR, OR LARGER AS INDICATED ON THE DRAWINGS, AND A 12" GROUND BUS AT TELECOMMUNICATION DEMARCATION LOCATION. 3.5 HANGERS AND SUPPORTS A. CONDUIT AND CABLE SUPPORT DEVICES MUST BE STEEL WITH HANGERS AND SUPPORTS SUITABLE FOR RACEWAY OR CABLE MUST BE SUPPORTED. B. FABRICATED METAL EQUIPMENT SUPPORT ASSEMBLIES MUST BE BOLTED STRUCTURAL STEEL OR STEEL SLOTTED SUPPORT SYSTEMS CALCULATED BY A REGISTERED STRUCTURAL ENGINEER. C. CONCRETE BASES INSTALLED BY THE ELECTRICAL CONTRACTOR. BASE MUST BE NOMINALLY 3000 PSI CONCRETE WITH DIMENSIONS NOTED ON THE DRAWINGS. INSTALL FOR FLOOR MOUNTED ELECTRICAL EQUIPMENT. 3.6 RACEWAYS AND OUTLET BOXES A. ENCLOSE ELECTRICAL POWER WIRING IN CONDUIT. B. PERMITTED USES FOR EMT, IMC OR RMC AS FOLLOWS: 1. ABOVE GROUND: USE EMT, IMC OR RMC ONLY. 2. LOCATIONS SUBJECT TO MECHANICAL INJURY. IMC OR RMC ONLY. 3. DRY LOCATIONS AND NOT SUBJECT TO MECHANICAL INJURY: EMT, IMC OR RMC. 4. DAMP OR WET LOCATIONS: IMC OR RMC C. USE FLEXIBLE CONDUITS IN THE FOLLOWING APPLICATIONS: 1. RECESSED LIGHTING FIXTURES. 2. MOTOR CONNECTIONS. 3. AT BUILDING JOINTS. 4. IN DAMP OR WET LOCATIONS FLEXIBLE CONNECTIONS MUST BE LIQUID TIGHT TYPE. D. CONDUIT CAST IN CONCRETE FLOORS ARE NOT ALLOWED. E. CONDUIT BELOW GRADE MUST BE PVC OR IMC OR RMC. F. FITTINGS FOR EMT SHALL BE STEEL COMPRESSION TYPE OR STEEL SET -SCREW TYPE. DIE CAST FITTING ARE NOT ALLOWED. G. INSTALL NYLON PULL CORDS IN EMPTY CONDUITS. H. CONDUIT INSTALLATION FOR LOW VOLTAGE SYSTEMS TO HAVE A MAXIMUM OF 180 DEGREES TOTAL BENDS BETWEEN PULL BOXES. I. PROVIDE EXPANSION FITTINGS CROSSING EXPANSION JOINTS OR SPANNING BETWEEN ISOLATED STRUCTURES. J. INSTALL SURFACE RACEWAYS WITH REQUIRED FITTINGS, ACCESSORIES AND DEVICE OUTLETS NOTED ON PLANS. CONCEAL CONDUIT CONNECTIONS. K. GENERAL CONDUIT INSTALLATION: 1. RUN CONDUIT CONCEALED UNLESS OTHERWISE NOTED OR SHOWN. 2. RUN CONDUIT PARALLEL TO OR AT RIGHT ANGLES TO CENTER LINES OF COLUMNS AND BEAMS. 3. CONDUITS ABOVE CEILING SHALL NOT OBSTRUCT REMOVAL OF CEILING TILES, LIGHTING FIXTURES, AIR DIFFUSERS, ETC. 4. CONDUITS SHALL NOT CROSS DUCT SHAFT OR AREA DESIGNATED AS FUTURE DUCT SHAFT HORIZONTALLY. CONDUIT RISER, WHEN ALLOWED IN DUCT SHAFT MUST BE COORDINATED WITH MECHANICAL WORK OR AVOID CONFLICT. M. CONDUIT SUPPORTS: 1. SUPPORT CONDUITS WITH UNDERWRITER'S LABORATORIES LISTED STEEL CONDUIT SU PPORTS AT INTERVALS REQUIRED BY THE NATIONAL ELECTRIC CODE. WIRES OR SHEET METAL STRIPS ARE NOT ACCEPTABLE FOR CONDUIT SUPPORT. USE COND UIT HANGERS FOR COND UITS NOT DIRECTLY FASTENED TO STRUCTURE AND FOR MULTIPLE CONDUIT RUNS. DO NOT ATTACH CONDUIT TO MECHANICAL DUCTS OR PIPES. 2. AVOID ATTACHING CONDUIT TO FAN PLENUMS. WHEN IT IS NECESSARY TO SUPPORT CONDUIT FROM FAN PLENUM, PROVIDE A LENGTH OF FLEXIBLE CONDUIT BETWEEN PORTIONS ATTACHED TO FAN PLENUM AND PORTION ATTACHED TO THE BUILDING TO MINIMIZE TRANSMISSION OF VIBRATION TO THE BUILDING STRUCTURE. N. CONDUIT PENETRATION: 1. FIRE RATED FLOOR OR WALL: INSTALL CONDUIT IN CONDUIT SLEEVE OR FRAMED OPENING. SEAL PENETRATION WITH FIRE RETARDANT SEALANT SPECIFIED HEREIN. 2. ROOF OR EXTERIOR WALL: AVOID PENETRATING ROOF OR EXTERIOR WALL WHERE POSSIBLE. WHERE PENETRATIONS ARE NECESSARY, BUILDING WEATHERPROOF INTEGRITY MUST BE PRESERVED. 3. SOUND INSULATED OR AIR PLENUM WALL: INSTALL CONDUIT IN CONDUIT SLEEVE AND SEAL PENETRATION. 4. NON -FIRE RATED DRY WALL: CONDUIT SLEEVES ARE NOT REQUIRED. PENETRATIONS MUST BE SEALED WITH PLASTER PRIOR TO PAINTING. PENETRATIONS MADE AFTER WALL FINISH IS APPLIED MUST BE AS SMALL AS POSSIBLE AND PROVIDED WITH ESCUTCHEONS, ONE ON EACH SIDE OF WALL. 5. SUSPENDED CEILING: CUT HOLE AS SMALL AS POSSIBLE TO PERMIT CONDUIT PENETRATION. PROVIDE ESCUTCHEON FOR EACH CONDUIT BELOW CEILING. 0. OUTLET BOXES: 1. PROVIDE OUTLET BOXES AND PULL BOXES AS REQUIRED TO ACCOMMODATE LIGHTING AND RECEPTACLE BRANCH CIRCUIT WIRING. 2. OUTLET BOXES MUST NOT BE INSTALLED BACK-TO-BACK. 3. OUTLET BOXES USED FOR LINE VOLTAGE INCANDESCENT AND HALOGEN WALL BOX DIMMERS MAY NOT BE GANGED UNLESS NOTED ON THE DRAWINGS. WHERE WALL BOX DIMMERS ARE SHOWN GANGED OR GROUPED UNDER ONE COVER WITH OTHER SWITCHES, DE -RATE THE DIMMERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4. PROVIDE CAST STEEL FLOOR BOXES TO ACCOMMODATE POWER AND DATA CONNECTIONS TO FREE STANDING EQUIPMENT AND FURNITURE PARTITIONS. 5. ALL OUTLET BOXES SHALL BE TWO -GANG OR 4" SQUARE X 2" DEEP MINIMUM WITH PLASTER RING SIZED AS REQUIRED. 6. EXTERIOR BOXES FOR BRANCH CIRCUITS MUST BE CAST ALUMINUM WITH THREADED HUBS. P. FLOOR BOXES, POKE -THROUGH, SERVICE POLES AND MULTI -OUTLET ASSEMBLIES: 1. ADJUST FLOOR SERVICE OUTLETS AND SERVICE POLES TO SUIT ARRANGEMENT OF PARTITIONS AND FURNISHINGS. 3.8 UNDERGROUND RACEWAYS AND BOXES A. UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC, IMC OR RMC BURIED IN EARTH. TRANSITIONS THROUGH CONCRETE SLABS, PRE MANUFACTURED BENDS OR ELBOWS MUST BE IMC OR RMC COND UIT WITH CORROSION PROTECTION. B. INSTALL UNDERGROUND TRACEABLE, PLASTIC WARNING TAPE 12" ABOVE EACH FEEDER CONDUIT OR GROUPS OF BRANCH CIRCUIT CONDUITS. C. INSTALL EXTERIOR BRANCH CIRCUIT OR FEEDER HANDHOLES IN LANDSCAPE AREAS. DO NOT INSTALL IN SIDEWALKS, ROADWAYS OR PARKING LOT SUBJECT TO PEDESTRIAN OR VEHICLE TRAFFIC. 3.9 IDENTIFICATION AND LABELING A. PROVIDE NAMEPLATES FOR SWITCHGEARS, PANEL BOARDS, AND SIMILAR DEVICES. NAMEPLATES SHALL BE SCREWED (NO ADHESIVE) ENGRAVED PLASTIC OR PHOTO -ETCHED METALLIC NAMEPLATE IDENTIFICATION SHOWING PANEL DESIGNATION, VOLTAGE AND PHASE. B. PROVIDE MACHINE LABELS ON LIGHTING SWITCHES AND CONVENIENCE AND SPECIAL PURPOSE RECEPTACLES TO SHOW PANEL AND CIRCUIT NUMBER TO WHICH THE DEVICE IS CONNECTED. C. PANELBOARD SCHEDULES: AFTER COMPLETION OF WORK, PROVIDE TYPEWRITTEN UPDATED PANEL BOARD SCHEDULES IN A METAL FRAMED CIRCUIT DIRECTORY INSIDE EACH PANELBOARD COVER, WITH PLASTIC PROTECTOR. D. COLOR CODE WIRES AS FOLLOWS: 1. VOLTAGE PHASE A PHASE, B PHASE, C PHASE, NEUTRAL, GROUND. 2. 120/208V BLACK, RED, BLUE, WHITE, GREEN. 3. 277/480A BROWN, ORANGE, YELLOW, GRAY, GREEN. 4. PROVIDE BRADY WIRE MARKERS WHERE NUMBER OF CONDUCTORS IN A BOX EXCEEDS FOUR. 3.12 PANELBOARDS A. CIRCUIT NUMBERS APPEARING ON DRAWINGS SHALL BE USED FOR REFERENCE ONLY. ACTUAL CONNECTIONS SHALL BE IN ACCORDANCE WITH PHASING OF THE CABINET AND LOAD BALANCE REQUIREMENTS. ROOM NUMBERS OR NAMES USED FOR CIRCUIT IDENTIFICATION SHALL CORRESPONDED TO NAME PLATES INSTALLED ON ROOM DOORS BY THE GENERAL CONTRACTOR OR AS SELECTED BY THE OWNER AND SHALL BE VERIFIED AS THESE MAY NOT BE THE SAME AS ROOM TITLES ON THE DRAWINGS. 3.13 WIRING DEVICES A. FURNISH AND INSTALL WALL PLATES FOR FLUSH MOUNTED WIRING DEVICES AND FLUSH MOUNTED SPECIAL SYSTEM OUTLETS. SECTIONAL WALL PLATES SHALL NOT BE USED. BLANK PLATES SHALL BE INSTALLED OVER OUTLETS PROVIDED FOR FUTURE USE. WALL PLATES SHALL BE SECURED WITH MATCHING SCREWS. ENGRAVED WALL PLATES SHALL HAVE BACK FILL. B. FURNISH AND INSTALL OUTLETS FOR AND MAKE FINAL ELECTRICAL CONNECTIONS TO ELECTRICALLY POWERED EQUIPMENT INDICATED ON THE PLANS OR EQUIPMENT SCHEDULES. 3.14 FUSES A. FURNISH AND STORE, AT A LOCATION DIRECTED BY THE OWNER, THREE (3) SPARE FUSES OF EACH SIZE AND TYPE INSTALLED D URING THIS PROJECT. THE CONTRACTOR SHALL PROVIDE A SPARE FUSE LIST IN THE MAINTENANCE MANUALS. 3.15 ENCLOSED SWITCHES, CIRCUIT BREAKERS AND CONTROLLERS A. OBTAIN EXACT INFORMATION PERTAINING TO LOCATION, ELECTRICAL CHARACTERISTICS, AND WIRING FOR EQUIPMENT FURNISHED BY OTHERS FROM THE CONTRACTOR FURNISHING THE EQUIPMENT. THIS INFORMATION SHALL BE VERIFIED BY EXAMINING NAMEPLATES AND MANUFACTURER'S WIRING DIAGRAMS. DISCREPANCIES BETWEEN THE EQUIPMENT REQUIREMENTS AND THE PROVISIONS MADE BY THESE SPECIFICATIONS SHALL BE REPORTED. EQUIPMENT DAMAGED AS A RESULT OF THE CONTRACTOR'S FAILURE TO OBSERVE MANUFACTURER'S REQUIREMENTS SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR. THE THERMAL PROTECTION ELEMENTS IN MANUAL STARTERS SHALL BE RECHECKED WITH NAME PLATE DATA AT THE SITE BEFORE OPERATION OF THE EQUIPMENT. WHERE NECESSARY, THE THERMAL PROTECTION ELEMENTS SHALL BE CHANGED TO PROPERLY PROTECT THE EQUIPMENT. B. FURNISH AND INSTALL MANUAL THERMAL PROTECTION FOR MOTORS NOT INTEGRALLY EQUIPPED WITH THERMAL PROTECTION. C. FURNISH AND INSTALL FINAL ELECTRICAL CONNECTIONS TO MOTORS AND ELECTRICALLY POWERED EQUIPMENT INDICATED ON THE PLANS OR EQUIPMENT SCHEDULE. D. FURNISH AND INSTALL A DISCONNECT SWITCH IMMEDIATELY AHEAD OF AND ADJACENT TO EACH MAGNETIC MOTOR STARTER OR APPLIANCE UNLESS THE MOTOR APPLIANCE IS LOCATED ADJACENT AND WITHIN SIGHT OF THE SERVING PANELBOARD, CIRCUIT BREAKER OR SWITCH. VERIFY EQUIPMENT NAMEPLATE CURRENT RATINGS PRIOR TO INSTALLATION. E. PROVIDE A FUSED DISCONNECT SWITCH ON TRANSFORMER SECONDARY WHERE SECONDARY CONDUCTORS EXCEED 25' FROM TERMINAL TO SECONDARY OVERCURRENT DEVICE. F. FURNISH AND INSTALL DISCONNECT SWITCHES HAVING THE NUMBER OF POLES AND AMPERE RATINGS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED IN EQUIPMENT SCHEDULES. 3.18 FIRE ALARM SYSTEM A. NOT IN SCOPE. END OF SECTION MPW ENGINEERING, LLC 110 W. 7TH STREET " SUITE 600 • TULSA, OK 74119 (918) 582-4088 • (918) 582-4087 FAX ,�v,6v ❑ W. �f1 , A. Z . 1 " I 26713 4 C{� �] ol S'�.ONAL �G � \r BE" wym # 372 FEDERAL WAY 31601 PACIFIC HWY S FEDERAL WAY, WA 98003 BID / PERMIT SET SQUARE FOOTAGE CALCULATIONS RETAIL: 40,482 - SF ISC BAY: M 05 - SF SUPPORT ROOMS: 0,000 - SF STORAGE/REMAINING: 3,427 - SF TOTAL: 45,014 - SF FY24 RESET 1 Issue Date: 01.27.23 REVISION INFORMATION Drawing SPECIFICATIONS CEIVED 2cE3 a 0 CITY COMMUNITY DEVELOPMENT 23-100477-00-CO INSTALLATION CONTRACTOR MUST VERIFY THAT ALL PARTS AND PIECES INSTALLED MATCH THOSE SHOWN ON THESE DRAWINGS, INCLUDING BRACED -FRAME CONFIGURATION, DIMENSIONS, BASE PLATE AND HOLE SIZES. ANY DISCREPANCIES MUST BE IMMEDIATELY REPORTED, IN WRITING TO ADVANCED STRUCTURAL TECHNOLOGIES. BEST BUY STORE #037,2 31601 PACIFIC HV lY S FEDERAL WAY, WA 98003 STRUCTURAL REQUIREMENTS FOR: • STEEL STORAGE RACK/FIXTURE INSTALLATION DRAWING INDEX (OVER 5'111111111111111111119" T) LL) STRUCTURAL NOTES SHEET NUMBER SHEET TITLE I. DESIGN DATA IV. STEEL STORAGE RACKS A. BUILDING CODES/DESIGN STANDARDS A. COLD -FORMED STEEL MATERIAL PROPERTIES (THE RACK SUPPLIER SHALL PROVIDE WRITTEN VERIFICATION TO ENGINEER THAT ALL S000 TITLE SHEET 1. 2018 INTERNATIONAL BUILDING CODE. 2. RMI SPECIFICATION FOR THE DESIGN, TESTING AND UTILIZATION OF INDUSTRIAL STEEL STORAGE RACKS. MATERIAL PROVIDED MEETS THE FOLLOWING SPECIFICATIONS): 1. STEEL PROPERTIES: FY, PSI ASTM S-AMZ.3 6'-0" HIGH AMAZON PLAY TABLE 3. ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. a. WAREHOUSE RACK MEMBERS-------------------------------------------------------------- 50,000 A572 S-DOC.1A DOUBLE OVEN CABINET DISPLAY - WALL SUPPORTED 4. AISI NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. b. GONDOLA OVERRACK MEMBERS / FIT WALL STEEL TUBES -------------------- 36,000 A36 S-VPD.46 6'- 7" HIGH SAMSUNG 3PC ENDCAP DISPLAY c. BASE PLATES--------------------------------------------------------------------------------------- 36,000 A36 B. DESIGN LOADS/DESIGN CRITERIA 1. EARTHQUAKE DESIGN DATA d. BOLTS, U N O----------------------------------------------------------------------------------------- (F u = 45,000) A307 e. WELDING ELECTRODES------------------------------------------------------------------------ E70XX A233 SF-1 FIXTURE PLAN a. SEISMIC IMPORTANCE FACTOR, I ------------- 1.5 f. EXPANSION BOLTS (ANCHORS) - HILTI KWIK-BOLT TZ2 CARBON STEEL EXPANSION ANCHOR - b. RESPONSE MODIFICATION FACTOR, R ----- 4.0 SEE INDIVIDUAL RACK SHEETS FOR ANCHOR DIAMETER, EMBEDMENT AND LOCATIONS (ANCHOR IS APPROVED PER c. MAPPED SPECTRAL RESPONSE ACCELERATIONS INTERNATIONAL CODE COUNCIL REPORT #ESR-4266) Ss -------- 1.328, Sl-------- 0.456 g. SCREW ANCHORS - HILTI KWIK HUS-EZ (KH-EZ) CARBON STEEL SCREW ANCHOR - SEE INDIVIDUAL RACKS d. SPECTRAL RESPONSE COEFFICIENTS SHEETS FOR ANCHOR DIAMETER, EMBEDMENT AND LOCATIONS (ANCHOR IS APPROVED PER INTERNATIONAL CODE SDs------- 1.062, SD, ------ 0.561 COUNCIL REPORT #ESR-3027) e. DESIGN SITE CLASS -------------------------------- D (ASSUMED) h. STEEL -TO -STEEL SELF -DRILLING SCREWS - #10 & #12 ITW BUILDEX SELF -DRILLING SCREWS (SCREW IS APPROVED PER f. OCCUPANCY CATEGORY -------------------------- II INTERNATIONAL CODE COUNCIL REPORT #ESR-1976) g. SEISMIC DESIGN CATEGORY ------------------- D 2. RACK LOADS B. INSTALLATION SEE INDIVIDUAL RACK SHEETS FOR RACK STORAGE CAPACITIES. 1. THE STEEL STORAGE RACKS ARE PREFABRICATED, THEN ASSEMBLED AT THE SITE. ALL WELDING IS TO BE PERFORMED AT THE SUPPLIER'S SHOP AND NO FIELD WELDING WILL BE ALLOWED. II. GENERAL NOTES 2. EXPANSION ANCHOR INSTALLATION. 1. THE INSTALLATION CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS IN CONJUNCTION WITH THE STEEL a. DRILL 2 3/4" DEEP HOLE IN SLAB USING A CARBIDE TIPPED DRILL BIT, COMPLYING WITH ANSI B212.15-1994. STORAGE RACK SUPPLIER'S SHOP AND ASSEMBLY DRAWINGS. THE STRUCTURAL DRAWINGS ARE INTENDED TO HOLE DIAMETER MUST BE EQUAL TO THAT OF THE ANCHOR. DO NOT DRILL THROUGH SLAB. SHOW THE ADDITIONAL INSTALLATION REQUIREMENTS TO ENSURE THAT THE STEEL STORAGE RACKS PERFORM b. DRIVE THE ANCHOR INTO THE HOLE USING A HAMMER. A MINIMUM OF (4) THREADS MUST BE BELOW THE FASTENING ADEQUATELY IN THE EVENT OF THE DESIGN EARTHQUAKE. WHEN A CONFLICT OCCURS BETWEEN THE SUPPLIER'S SURFACE (TOP OF BASE PLATE) PRIOR TO APPLYING INSTALLATION TORQUE. SHOP/ASSEMBLY DRAWINGS AND THE STRUCTURAL DRAWINGS, THE STRUCTURAL DRAWINGS SHALL TAKE PRIORITY c. TIGHTEN THE NUT TO PER HILTI RECOMMENDATIONS. (30 ft-Ibs FOR 3/8" 0 BOLTS, 50 ft-Ibs FOR 1/2" 0 BOLTS) AND THE ENGINEER NOTIFIED IMMEDIATELY. d. ALL ANCHORAGE IS DESIGNED ASSUMING CRACKED CONCRETE AND ANCHORS ARE PRE -QUALIFIED VIA TESTS 2. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THE STRUCTURAL DESCRIBED IN ACI 355.2 - QUALIFICATIONS OF POST -INSTALLED ANCHORS IN CONCRETE. DRAWINGS. 3. RACKS SHALL BE INSTALLED PLUMB. MAXIMUM TOLERANCE FROM THE VERTICAL IS 0.5 INCHES IN 10 FEET OF RACK HEIGHT. 3. IT SHALL BE THE INSTALLATION CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS AT 4. RACKS ARE FREE STANDING AND BOLTED TO SLAB ON GRADE. RACKS SHALL NOT BE BRACED AGAINST BUILDING STRUCTURE. THE JOBSITE AND TO CROSS CHECK ALL DETAILS AND DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS. PROVIDE A MIN. 2" CLEARANCE BETWEEN RACK AND STRUCTURE. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE INSTALLATION CONTRACTOR 5. THE OWNER IS RESPONSIBLE FOR DISPLAYING IN ONE OR MORE CONSPICIOUS LOCATIONS A PERMANET PLAQUE(S). EACH COMMENCING WORK. PLAQUE SHALL HAVE AN AREA OF NOT LESS THAT 50 SQUARE INCHES. PLAQUE SHALL SHOW IN CLEAR, LEGIBLE PRINT (A) THE 4. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN THE TOP OF THE STORED MAXIMUM PERMISSABLE UNIT LOAD AND/OR MAXIMUM UNIFORMLY DISTRIBUTED LOAD PER LEVEL (B) THE AVERAGE UNIT LOAD IF MATERIAL AND THE SPRINKLER DEFLECTOR. THE INSTALLATION CONTRACTOR SHALL VERIFY THIS CLEARANCE APPLICABLE AND (C) MAXIMUM TOTAL LOAD PER BAY. STORAGE LEVELS HAVING MULTIPLE STACKING OF UNIT LOADS SHALL BE REQUIREMENT WITH THE LOCAL BUILDING OFFICIAL AND NOTIFY THE ENGINEER AND BEST BUY STORES, L.P. IN ALSO IDENTIFIED. IT IS THE RESPONSIBILITY OF THE OWNER TO ENSURE THAT THE RACK SYSTEM IS NOT ALTERED SO THAT THE WRITING IF MORE CLEARANCE IS REQUIRED. PLAQUE INFORMATION IS INVALIDATED. III. SLAB ON GRADE / SOILS 1. SLAB ON GRADE WAS ANALYZED ASSUMING A MINIMUM THICKNESS OF 4 INCHES AND A CONCRETE COMPRESSIVE STRENGTH, f'c = 2500 PSI 2. THE SLAB ON GRADE WAS ANALYZED USING A MODULUS OF SUBGRADE REACTION, k = 60 pci 3. AN ALLOWABLE SOIL BEARING PRESSURE OF 500 PSF WAS USED IN THE ANALYSIS OF THE RACK BASE. SPECIAL INSPECTION PROGRAM A SPECIAL INSPECTOR SHALL BE RETAINED BY THE OWNER (OR THE OWNER'S AGENT) TO PROVIDE PERIODIC SPECIAL INSPECTIONS FOR THE FOLLOWING PORTIONS OF RACK INSTALLATION. THE SPECIAL INSPECTOR SHALL DOCUMENT THEIR INSPECTIONS AND SUBMIT WRITTEN REPORTS TO THE ENGINEER, BEST BUY STORES, L.P. AND THE BUILDING OFFICIAL. 1. ANCHOR BOLT INSTALLATION (REQUIRED PER ICC EVALUATION REPORTS #ESR-3027 AND #ESR-4266): THE INSPECTOR SHALL BE ON SITE TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, ANCHOR SPACING, EDGE DISTANCES, CONCRETE MEMBER THICKNESS, TIGHTENING TORQUE, HOLE DIMENSIONS, ANCHOR EMBEDMENT AND ADHERENCE TO THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. TESTING FREQUENCY: RANDOM INSPECTION OF MINIMUM 15% OF ANCHORS. Ca 5= r: 7301 OHMS LANE Project Number: WA 1070 SUITE 215 EDINA, MN 55439 Drawn By: M. LEVIJA (952) 854-9302 TEL. ASTENG.COM Checked By: R. PEREANU © PROPERTY OF ADVANCED STRUCTURAL TECHNOLOGIES. THIS DOCUMENT MAY NOT BE USED OR COPIED WITHOUT THE PRIOR WRITTEN CONSENT OF ADVANCED STRUCTURAL TECHNOLOGIES. CONSULTANT C. BUC�� Q. �4 WASh+7 y 4i 54915 'SIGNAL ECG 61 SEAL [B7=CD mu'um #0372 FEDERAL WAY 31601 PACIFIC HWY S FEDERAL WAY, WA 98003 BID / PERMIT SET SQUARE FOOTAGE CALCULATIONS RETAIL: 409482 - SF ISC BAY: 11105 - SF SUPPORT ROOMS: 09000 - SF STORAGE/REMAINING: 31427 - SF TOTAL: 459014 - SF SEE FIXTURE PLAN (SF-1) FOR LOCATION OF FIXTURES CEIVED �C 000 MMUNITY DEVELOPMENT 23-100477-00-CO TOWER ATTACHED TO TABLE V (8) 1/4" - 20x1.25" MACHINE SCR SIDE ELEVATION 1 1 /2" = 1'-0" Z ANCHOR DETAIL 6" = 1'-0" N 1" 10 GA. A572 GR 50 PLATE ANCHOR BRACKET 6" = 1'-0" SLAB ON GRADE SCREW ANCHOR SLAB ON GI%- -IN (OR CONSTRUCTION) JOINTS 7 ANCHOR EDGE DISTANCE 1 1/2 = 1 -0 11/16" - (E) CONCRETE SLAB ON GRADE FRONT ELEVATION 1 1 /2" = V-0" 4'-0" MAX ALLOWABLE IN-SERVICE WEIGHT OF DISPLAY/FIXTURE 471 POUNDS AMAZON PLAY TABLE - ISO VIEW N i M rn N 9 AST MN 2033 SEE FIXTURE PLAN (SF-1) FOR LOCATION OF FIXTURES DISPLAY IS DESIGNATED ON PLAN AS: AMZ.TBL2 --J L-- w F-- I 4' - 0" 3 -AMZ. FRONT ELEVATION 2 PLAN VIEW 1 1 /2" = 1'-0" SIDE ELEVATION 7301 OHMS LANE Project Number: WA 1070 SUITE 215 EDINA, MN 55439 Drawn By: M. LEVIJA (952) 854-9302 TEL. ASTENG.COM Checked By: R. PEREANU © PROPERTY OF ADVANCED STRUCTURAL TECHNOLOGIES. THIS DOCUMENT MAY NOT BE USED OR COPIED WITHOUT THE PRIOR WRITTEN CONSENT OF ADVANCED STRUCTURAL TECHNOLOGIES. CONSULTANT BUCK Q� �4 WASh+j9 4r .6 54R15 SsIDNAL SEAL D D D W7 D #0372 FEDERAL WAY 31601 PACIFIC HWY S FEDERAL WAY, WA 98003 BID / PERMIT SET SQUARE FOOTAGE CALCULATIONS RETAIL: 407482 - SF ISC BAY: 1,105 - SF SUPPORT ROOMS: 07000 - SF STORAGE/REMAINING: 3,427 - SF TOTAL: 457014 - SF FY24 RESET 1 Issue Date: 01.27.23 REVISION INFORMATION 6'-0" HIGH AMAZON PLAY TABLE CE IVED DMZ 3 NOTE: 1. — ON PLAN DENOTES ANCHOR LOCATION. SEE DETAIL 5/S-AMZ.3 FOR ADDITIONAL INFORMATION. SEE 7/S-AMZ.3 FOR EDGE DISTANCE REQUIREMENT CIT kL WA COMMUNITY DEVELOPMENT 23-100477-00-CO 6" MIN - FASTEN EACH BRACKET TO WALL USING (3) 0.157" HILTI X-U POWDER - ACTUATED FASTENERS USING THE (3) 5/32"0 HOLES PROVIDED IN BRACKET WALL ANCHORAGE BRACKET (E) HOLLOW CORE PRECAST CONCRETE WALL SECTION - HOLLOW CORE PRECAST CONCRETE WALL 3" = 1'-0" FASTEN EACH WALL BRACKET TO PLYWOOD USING (3) #6 x 3/4" WOOD SCREWS IN (3) 5/32"0 HOLES PROVIDED. FRT PLYWOOD - ------- SEE 10/S-DOC.1A WALL ANCHORAGE BRACKET SECTION - LIGHT GAGE STUD WALL 3" = 1'-0" WALL ANCH BRACKET 3/4" THICK FRT PLYWO FASTEN PLl EACH STEEI #10 SELF-DF SCREWS AT TYPICAL PLAN DETAIL - LIGHT GAGE STUD WALL 1 1/2" = 1'-0" SLAB ON GRADE EXPANSI& ANCHOR SLAB ON Gi. 11- (OR CONSTRUCTION) JOINTS ANCHOR EDGE DISTANCE 1 1 /2" = 1'-0" ---- (E) STEEL STUD WALL 10 -DOC.1 -- (E) GYPSUM SHEATHING (E) LIGHT GAGE STEEL STUD WALL - (E) STEEL STUD FRAMING - (E) GYPSUM SHEATHING - (E) STEEL STUD WALL �f EXPLODED ISO VIEW LIGHT -GA WALL ANCHORAGE BRACKET (12 GA.), TYPICAL ITEM QTY PART NUMBER DESCRIPTION 1 1 1009265 BOTTOM BASE ASSY., CABINET - OVEN CABINET DISPLAY 2 1 1009257 LEFT PANEL ASSY., CABINET - OVEN CABINET DISPLAY 3 1 1009256 RIGHT PANEL ASSY., CABINET - OVEN CABINET DISPLAY 4 1 1009266 TOP BASE ASSY., CABINET - OVEN CABINET DISPLAY 5 1 1009264 PANEL, UPPER BACK RAIL, CABINET - OVEN CABINET DISPLAY 6 1 1009270 SHELF ASSY., CABINET - OVEN CABINET DISPLAY 7 2 1000034 BOLT, EXPANSION ANCHOR - 3/8" DIA. X 3-3/4" LONG - - EXISTING WALL ELEVATION ANCHORAGE/BASE PLAN 1" = 1'-0" AI(1TC• 1. ON PLAN DENOTES FLOOR ANCHOR LOCATION. SEE DETAIL 5/S-DOC.1A FOR ADDITIONAL INFORMATION. PROVIDE FLOOR ANCHORS AT EXISTING LIGHT -GA. WALL SYSTEMS ONLY. NO FLOOR ANCHOR IS REQUIRED WITH CMU OR CONCRETE WALL SYSTEMS. SEE 11/S-DOC.1A FOR EDGE DISTANCE REQUIREMENTS. FRONT ELEVATION 3/4" = 1'-0" 7 S/R" MIN FASTEN EACH BRACKET TO WALL USING (3) 0.157' HILTI X-U POWDER - ACTUATED FASTENERS USING THE (3) 5/32"0 HOLES PROVIDED IN BRACKET WALL ANCHORAGE BRACKET SECTION - CONCRETE MASONRY WALL 3" = 1'-0" 3 (E) CONCRETE MASONRY WALL SEE SHEET S000 FOR EXPANSION BOLT INSTALLATION INSTRUCTIONS (E) CONCRETE SLAB ON GRADE 3/8" 0 HILTI KB-TZ2 EXPANSION ANCHORS (SEE SHEET S000 FOR APPROVAL INFORMATION) FASTEN EACH BRACKET TO WALL USING (3) 0.157" HILTI X-U POWDER - ACTUATED FASTENERS USING THE (3) 5/32"0 HOLES PROVIDED IN BRACKET WALL ANCHORAGE BRACKET SECTION A -A FIELD VERIFY - 6" MIN. AGE STEM WALL NCHOR FAT LIGHT -GA. STEMS ONLY (E) CONCRETE TILT PANEL OR SOLID CONCRETE WALL SECTION - CONCRETE TILT PANEL OR SOLID CONCRETE WALL(:6 1 3 ._0.. AST MN 1806 SEE FIXTURE PLAN (SF-1) FOR LOCATION OF FIXTURES DISPLAY IS DESIGNATED ON PLAN AS: DOD 2.1 W FIXURE WEIGHT CABINET: 150 POUNDS PER SINGLE, APPROX. 33" WIDE CABINET SECTION OVENS: 14n Pni iNn.q PFR nVEN WITH UP TO ,LE CABINET SECTION SHOWN BELOW: WOOD SIDE PANEL (MIN. THICKNESS = 1"), TYPICAL ANCHORED TO THE FLOOR (AT EXIST. LIGHT GA. WALLS ONLY), SEE 5/S-DOC.1A ISO VIEW / DISPLAY ITEM QTY PART NUMBER DESCRIPTION 1 3 1009267 CABINET ASSY. - OVEN CABINET DISPLAY 2 1 1009697 FRONT PANEL ASSY., 28.63" X 42.25" CUT-OUT - OVEN CABINET DISPLAY 3 1 1009692 LEFT SIDE PANEL ASSY. - OVEN CABINET DISPLAY 4 1 1009691 RIGHT SIDE PANEL ASSY. - OVEN CABINET DISPLAY 5 1 1012750 FRONT PANEL ASSY., 28.50" X 28.00" & 28.63" X 23.50" CUT-OUT - OVEN CABINET DISPLAY 6 1 1012753 FRONT PANEL ASSY., 25.50" X 16.75" & 22.25" X 17.63" & 22.13" X 15.563" & 22.13" X 15.563" CUT-OUT - OVEN CABINET DISPLAY 7 12 1014720 WALL ANCHOR KIT ASSY. - OVEN CABINET DISPLAY EXPLODED ISO VIEW 1 CIT COMMUNITY DEVELOPMENT 7301 OHMS LANE Project Number: WA 1070 SUITE 215 EDINA, MN 55439 Drawn By: M. LEVIJA (952) 854-9302 TEL. ASTENG.COM Checked By: R. PEREANU © PROPERTY OF ADVANCED STRUCTURAL TECHNOLOGIES. THIS DOCUMENT MAY NOT BE USED OR COPIED WITHOUT THE PRIOR WRITTEN CONSENT OF ADVANCED STRUCTURAL TECHNOLOGIES. CONSULTANT C. BUC�� Q, 04 WASh+r y 4r .p 54815 r�ONAL SEAL D D 79V MU #0372 FEDERAL WAY 31601 PACIFIC HWY S FEDERAL WAY, WA 98003 BID / PERMIT SET SQUARE FOOTAGE CALCULATIONS RETAIL: 40,482 - SF ISC BAY: 1,105 - SF SUPPORT ROOMS: 0,000 - SF STORAGE/REMAINING: 3,427 - SF TOTAL: 453014 - SF FY24 RESET 1 Issue Date: 01.27.23 REVISION INFORMATION DOUBLE OVEN CABINET DISPLAY - WALL SUPPORTED CEIVED IeSu-_,F) 0C,IA 23-100477-00-CO ------ ___ FASTEN BRACKET TO (E) CONCRETE SLAB ON GRADE USING 3/8" Ox3" LONG HILTI KH-EZ SCREW ANCHORS WITH A DRILLED HOLE DEPTH OF 3 1/4", INSTALLED PER MANUFACTURER'S SPECS FASTEN BRACKET TO DISPLAY USING (4) - #8x3/4" WOOD SCREWS EA END tt --------- 2"x2"x1/8" THICK PLATE WASHER, TYP. AT EACH ANCHOR m 0 0 0 16GA STEEL - - — ------ BRACKET 0 CE6 N M BASE BRACKET DETAIL 1 1/2" = V-0" 2'- 6 1/2" AT RANGE 3'- 2" AT FRIDGE -- FASTEN BRACKET TO (E) CONCRETE SLAB ON GRADE USING 3/8" 00" LONG HILTI KH-EZ SCREW ANCHORS WITH A DRILLED HOLE DEPTH 2"x2"x1/8" THICK OF 3 1/4", INSTALLED PER PLATE WASHER, TYP. MANUFACTURER'S SPECS AT EACH ANCHOR b 14GA STEEL BRACKET FASTEN BRACKET TO DISPLAY USING (6) - #8x3/4" WOOD SCREWS CORNER BRACKET DETAIL 1 1/2" = V-0" SLAB ON GRADE --------- SCREW ANCHOR - SLAB ON GRADE CON7 (OR CONSTRUCTION) J ANCHOR EDGE DISTANCE 1 1/2" = V-0" MEN""'! III. I - - - - - - - ------------------- ----------------- ----------- CORNER BRACKET SEE 7/S-VPD.46 -- 2x2"x1/8" THICK PLATE WASHER AT ALL ANCHOR LOCATIONS BASE BRACKET ------------------------------ SEE 6/S-VPD.46 101 0 0 0 ® 0 0 0 5 -VPD.4 2'-61/2" 3'-2' 6'- 1" ANCHORAGE/BASE PLAN 1/2" = 1'-0" NOTE: 4 -VPD.4 FRONT ELEVATION 1. ON PLAN DENOTES ANCHOR LOCATION. SEE DETAILS 6 & 7/S-VPD.46 FOR ADDITIONAL INFORMATION. SEE DETAIL 8/S-VPD.46 FOR EDGE DISTANCE REQUIREMENTS. FRONT ELEVATION 1„ = 1'-0„ 5 SIDE SECTION VIEW 1" = 1'-0" 'lemur 3'-0" 1L/ I�VIVI�I\L I L JL/'lU ON GRADE ISO VIEW - OVERALL DISPLAY ASSEMBLY 2 EXPLODED ISO VIEW AST MN 2030 SEE FIXTURE PLAN (SF-1) FOR LOCATION OF FIXTURES DISPLAY IS DESIGNATED ON PLAN AS: FE.36SS MAX. ALLOWABLE IN-SERVICE WEIGHTS: DISPLAY = 330 POUNDS MICROWAVE = 60 POUNDS TOTAL FIXTURE WEIGHT (DOES NOT INCLUDE REFRIGERATOR AND RANGE) = 390 POUNDS PARTS LIST ITEM PART NAME DESCRIPTION OTY I SAMD087 33 LH END PANEL 1 2 SAM0087 34 MIDDLE PARTITION 1 3 SAM0087 08 RH END PANEL 1 4 SAM0087 25 LH BACK PANEL 1 5 SAM0087 26 RH BACK PANEL 1 6 SAMD087 13 REAR CUPBOARD 1 7 SAM0087_10 BACK COUNTER FILLER 1 8 SAM0087 16 FRIDGE TOP FILLER 1 9 SAM0067 27 Corner Bracket 4 10 SAMOOB7 2B BASE BRACKET RANGE 1 11 SAMOOB7 35 BASE BRACKET FRIDGE 1 12 SAM0087 29 REAR FRIDGE STOP 1 13 SAMD087 21 OTR METAL SUPPORT 1 14 SAMOO 87 22 LH OTR SUPPORT BRACKET 1 15 SAM0087_23 RH OTR SUPPORT BRACKET 1 16 SAM0087 15 SAMSUNG HEADER 1 17 SAM0087_09 BESPOKE HEADER 1 18 SAM0087 30 GANG SOCKET CHANNEL 1 19 SAM0097 31 GRAPHIC VINYL RH 1 20 SAM0087 32 GRAPHIC VINYL LH 1 22 HW1568 LAMELLO CONNECTOR CABINEO 12 22 23 SF160-2 SMS PAN HEAD PHILIPS #8 X 314" ZINC 75 24 SF253 114-20 X 518" PAN HEAD PHIL SCR ZINC 4 25 SF396-1 SCR SMS #6 X 5/8' PH PAN ZN 6 26 HVV0494 SMS FLAT HEAD PHIUPS 48 X 1-1/4" ZINC 3 27 HW1430 1 4-20 ZINC -PLATED STEEL ANDIRON WING NUT 1 28 HVV0792 B-32 X 5/8 LARGE DIA TRUSS HEAD SSTL 5 29 SF327 BOLT STAFAST 114-20X0.78 FULL THREAD 6 30 ELD368 24V DC SUPER HIGH EFFICACY FLEX 20' P/N DL-FLEX2-SHE-5090 - JESCO 261N 31 ELD362 40' PLUG & PLAY POWER CORD P/N ❑L-FLEX2-CRYSCONN 10-PC40 1 32 EL0063 48" PLUG & PLAY EXTENSION PIN DL-PS-EXT48 - JESCO 2 33 EL0353 78" CH-SM-312 OPAL LENS ONLY PIA CH-SM-312-LC-78 -JESCO 261N 34 ELD367 78" CH-SM-312 OPAL LENS ONLY PIA CH-SM-312-LC-78 - JESCO 26IN 35 EL0136 3-WAY SPUTTER PIN DL-PS-3Y - JESCO 1 36 EL0168 MOUNTING BASE T&B BLACK FOR CABLE TIES 10 37 HW1571 10" ZIP WIRE TIES 14 38 EL0292 POWER SUPPLY 9OW 24V LED DRIVER PIP CLS 2 PIN DL-PS-90124-CL2 - JESCO 1 39 SH276 Corner Bracket 4 4D TL0288 McMaster -Carr 4mm Hex Size Ball -End ❑ rive r Shaft 6972A49 1 41 Water Spray Bottle 1 42 990041A150 118" THK 2" SfQ Washer ew V2" DIA Hale - McMaster -Carr 8 43 434437 HILTI Kwik HUS Anchor Bell - 3/8' x 3" 8 59 35097 Monoprice Surge Protector 6 Outlets, 15ft Cord 1 7301 OHMS LANE Project Number: WA 1070 SUITE 215 EDINA, MN 55439 Drawn By: M. LEVIJA (952) 854-9302 TEL. ASTENG.COM Checked By: R. PEREANU © PROPERTY OF ADVANCED STRUCTURAL TECHNOLOGIES. THIS DOCUMENT MAY NOT BE USED OR COPIED WITHOUT THE PRIOR WRITTEN CONSENT OF ADVANCED STRUCTURAL TECHNOLOGIES. CONSULTANT BUC��'� Q, 04 WASh+r y .p 54110 r�aNAL SEAL M79V DU #0372 FEDERAL WAY 31601 PACIFIC HWY S FEDERAL WAY, WA 98003 BID / PERMIT SET SQUARE FOOTAGE CALCULATIONS RETAIL: 40,482 - SF ISC BAY: 15105 - SF SUPPORT ROOMS: 05000 - SF STORAGEIREMAINING: 35427 - SF TOTAL: 453014 - SF FY24 RESET 1 Issue Date: 01.27.23 REVISION INFORMATION 6'- 7" HIGH SAMSUNG 3PC ENDCAP DISPLAY CEIVED eSa"I $2 CITY COMMUNITY DEVELOPMENT NNS \` \' \\\\\\ ROOM` \` ;31 U3482 1110%,Co 3_ooa