Loading...
HomeMy WebLinkAbout7631 Gall Blvd (11)ZEPHYRHILLS, FLORIDA STORE NO.: 0706 SHEET INDEX ARCHITECTURAL Cl COVER SHEET Al FLOOR PLANS AND DETAILS OS1 OWNER SUPPLIED ITEMS (NOT FOR PERMIT) ELECTRICAL E1 ELECTRICAL PLANS 01441400 400 ' ` EXISTING SQ FT: ONLINE GROCERY PICKUP PROTO CYCLE: DATE: PROTO: 2095736 07/17/18 07/31/18 192 SC ABBREVIATIONS GENERAL REQUIREMENTS SITE VERIFICATION REQUIREMENTS GENERAL ABBREVIATIONS GENERAL ABBREVIATIONS GENERAL ABBREVIATIONS 1. ALL WORK SHALL BE DONE IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL AND/OR STATE (IF APPLICABLE) BUILDING CODES, NATIONAL ELECTRIC CODE (NEC), ADA-ADAAGS (ADOPTED HANDICAP ACCESSIBILITY REQUIREMENTS), OSHA AND ALL APPLICABLE CODES, REGULATION, ORDINANCES, AND AUTHORITIES HAVING JURISDICTION. 2. EACH CONTRACTOR AND THEIR SUB -CONTRACTORS ARE RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 3. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR DRAPES AS REQUIRED AND/OR DIRECTED BY THE WALMART CONSTRUCTION MANAGER TO KEEP DUST AND MOISTURE FROM THE OPERATING AREAS OF THE STORE. 4. ANY DAMAGE TO WALMART PROPERTY, WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION, SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL COST TO WALMART, THIS INCLUDES ALL MERCHANDISE. THE CONTRACTOR SHALL PAY WALMART THE RETAIL COST FOR ALL DAMAGED MERCHANDISE. 5. THE CONTRACTOR SHALL KEEP WORK AREA CLEAN AND FREE OF DEBRIS AND SHALL REMOVE ALL TRASH AND DEBRIS FROM THE CONSTRUCTION AREA DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE EXISTING BUILDING OR CONSTRUCTION AREAS. 6. REMOVE ANY EXISTING ITEMS, SERVICES, FINISHES OR SURFACES AS REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION. PROVIDE FURRING FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH ADJACENT FINISHES. 7. ALL ADJACENT TENANT SPACES SHALL REMAIN IN SERVICE DURING DEMOLITION AND CONSTRUCTION. 8. SCHEDULE ALL WORK TO KEEP DISRUPTIONS TO THE STORE OPERATIONS AT A MINIMUM. COORDINATE UTILITY DISRUPTIONS WITH THE WALMART STORE MANAGER. 9. REPAIR, RE-ROUTE, AND EXTEND ALL SERVICES, PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED DURING THE CONSTRUCTION PROCESS FOR THE COMPLETE INSTALLATION AND OPERATIONS OF NEW EQUIPMENT. THIS INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT OR RELATED ITEMS AS REQUIRED FOR PROPER OPERATION. 10. WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH, AND/OR REPAINT AS NECESSARY TO BLEND WITH ADJACENT SURFACES. COORDINATE WITH WALMART CONSTRUCTION MANAGER. 11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF THE CONSTRUCTION SCHEDULE OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER. 12. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE ARCHITECT FOR VERIFICATIONS, RESPONSES AND SUBMISSIONS. 13. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE ONE U.L. LISTED 2A-20BC DRY CHEMICAL FIRE EXTINGUISHER, OR ONE STANDARD U.L. LISTED 2-1/2 GALLON WATER (E-10) AND ONE U.L. LISTED 1013C CARBON DIOXIDE FIRE EXTINGUISHER MOUNTED TOGETHER IN EACH 3000 SQUARE FOOT OF WORK AREA OR FRACTION THEREOF (MINIMUM OF TWO AVAILABLE IN ALL CONSTRUCTION AREAS AT ALL TIMES). 14. IF MODIFICATION TO SPRINKLER SYSTEM IS REQUIRED, THE GENERAL CONTRACTOR SHALL HIRE A LICENSED SPRINKLER CONTRACTOR. THE CONTRACTOR IS TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL TO THE AHJ PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. 15. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS INCLUDES KEEPING THE BUILDING SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY SYSTEM. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE STORE MANAGER PRIOR TO THE MODIFICATION OF ANY EXISTING SECURITY SYSTEM FOR THE OPENING (DEMOLITION) OF ANY EXTERIOR WALL. 16. FIRE ALARM DRAWINGS TO BE FURNISHED AND INSTALLED BY WALMART ALARM SERVICES. 17. CONTRACTOR TO MAINTAIN ACCESS TO ALL EMERGENCY EGRESS EXITS DURING CONSTRUCTION OPERATIONS. 1. THE ARCHITECT HAS MADE THESE DRAWINGS BASED ON THE EXISTING BUILDING AND CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO THE SUBMISSION OF HIS BID AND TO THE COMMENCEMENT OF ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE CONTRACTOR'S FAILURE TO ACQUAINT HIMSELF WITH EXISTING SITE CONDITIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO EXISTING WALL, CEILINGS, OR UTILITIES. 2. ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION AND INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN ASSUMING EXISTING BUILDING CONDITIONS MATCH THE ORIGINAL DRAWINGS. THE GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THIS SITE, SHALL VERIFY ALL EXISTING STRUCTURAL COLUMN DIMENSIONS, STRUCTURAL BEARING HEIGHTS, EXISTING DIMENSION, AND ROOFING CONDITIONS (INCLUDING PARAPETS). IF DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, CONTACT THE WALMART CONSTRUCTION MANAGER AND THE ARCHITECT IMMEDIATELY TO DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH EXISTING CONDITIONS. 3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) PRIOR TO THE SUBMISSION OF HIS BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE WALMART CONSTRUCTION MANAGER AND THE ARCHITECT OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON THE DRAWINGS. 4. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION. 5. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WALMART AND THE ARCHITECT PRIOR TO MAKING ANY MODIFICATIONS OR ORDERING OF ANY MATERIALS. ABBR DEFINITION ABBR DEFINITION ABBR DEFINITION AB ANCHOR BOLT FV FIELD VERIFY PCF POUNDS PER CUBIC FOOT ACI AMERICAN CONCRETE INSTITUTE GA GAUGE PLAM PLASTIC LAMINATE AFF ABOVE FINISHED FLOOR GC GENERAL CONTRACTOR PL PLATE AHU AIR HANDLING UNIT GM GENERAL MERCHANDISE PLF POUNDS PER LINEAR FOOT AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION GR GROCERY PMEJ PREMOLDED EXPANSION JOINT ARCH ARCHITECTURAL GYP BD GYPSUM BOARD PT PRESSURE TREATED ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS H HEIGHT PSF POUNDS PER SQUARE FOOT AWS AMERICAN WELDING SOCIETY HMR HOME MEAL REPLACEMENT PSI POUNDS PER SQUARE INCH BD BOARD HORIZ HORIZONTAL PS PROTECTIVE SURFACING BFF BELOW FINISHED FLOOR HSA HEADED STUD ANCHOR PVC POLYVINYL CHLORIDE BL BLOCK LINTEL HISS HOLLOW STRUCTURAL SECTION QTY QUANTITY BLDG BUILDING INFO INFORMATION REF REFER TO BO BOTTOM OF ISO ISOLATION REINF REINFORCING BOS BOTTOM OF STEEL OR BOTTOM OF STUD JBE JOIST BEARING ELEVATION REQD REQUIRED BTM BOTTOM JST JOIST REV REVERSE BRG BEARING JT JOINT RI REACH -IN CD CASH DRAWER KSI KIPS PER SQUARE INCH RO ROUGH OPENING CJ CONTROL JOINT L LENGTH RTU ROOF TOP UNIT CL CENTERLINE LB POUNDS SCHED SCHEDULE CLR CLEAR LLH LONG LEG HORIZONTAL SDI STEEL DECK INSTITUTE CMU CONCRETE MASONRY UNIT LLV LONG LEG VERTICAL SIM SIMILAR DEMOLITION NOTES COL COLUMN LONG LONGITUDINAL SJI STEEL JOIST INSTITUTE CONC CONCRETE LVT LUXURY VINYL TILE SP SPACES CONST CONSTRUCTION MAX MAXIMUM SPECS SPECIFICATIONS CONT CONTINUOUS MDF MEDIUM DENSITY FIBERBOARD SS STAINLESS STEEL DIA DIAMETER MECH MECHANICAL STRUC STRUCTURAL 1. CONTRACTOR IS RESPONSIBLE FOR ALL JOBSITE SAFETY AND COMPLIANCE WITH OSHA REGULATIONS. CONTRACTOR WILL INSTALL TEMPORARY WALL, DUST BARRICADES AND CONSTRUCTION BARRIERS AND TAKE ALL PRECAUTIONS TO PROTECT CUSTOMERS AND ASSOCIATES FROM CONSTRUCTION OPERATIONS. 2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. IF DISCREPANCIES ARE FOUND, CONTACT THE ARCHITECT AND WALMART CONSTRUCTION MANAGER. 3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING. 4. SAW CUTTING OF EXISTING CONCRETE WILL BE COORDINATED WITH STORE MANAGER FOR APPROPRIATE HOURS TO MINIMIZE CUSTOMERS DISTURBANCE. NO JACKHAMMERS ARE ALLOWED. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF CONSTRUCTION WASTE AND DEBRIS. DO NOT USE STORE DUMPSTERS. PREVENT CUSTOMERS AND ASSOCIATES FROM CONTACT WITH CONSTRUCTION WASTE. 6. COORDINATE LOCATION OF DUMPSTER ON SITE WITH WALMART CM. IDS DOWNSPOUT MFR MANUFACTURER T&B TOP AND BOTTOM EAS EMERGENCY ACCESS SYSTEM MIN MINIMUM THK THICKNESS EDC ELECTRICAL DISTRIBUTION CENTER MISC MISCELLANEOUS TO TOP OF EIFS EXTERIOR INSULATION AND FINISH SYSTEM MO MASONRY OPENING TOC/TC TOP OF CONCRETE EJ EXPANSION JOINT MTL METAL TOF TOP OF FOOTING EL ELEVATION NIC NOT IN CONTRACT TOGB TOP OF GRADE BEAM ELEC ELECTRICAL NRP NON -FIBERGLASS REINFORCED PLASTIC TOM TOP OF MASONRY EQ EQUAL NO NUMBER TOP/TP TOP OF PAVING ES EQUIPMENT SUPPLIER NS NEAR SIDE TOS TOP OF STEEL OR TOP OF STUD ETR EXISTING TO REMAIN NTS NOT TO SCALE TRANS TRANSVERSE EW EACH WAY OC ON CENTER TYP TYPICAL EXT EXTERIOR OCH ON CENTER HORIZONTALLY LINO UNLESS NOTED OTHERWISE FDN FOUNDATION OCV ON CENTER VERTICALLY VERT VERTICAL FF FINISHED FLOOR OD OUTSIDE DIAMETER VTR VENT THROUGH ROOF FS FAR SIDE OH OPPOSITE HAND W WIDTH FTG FOOTING PAF POWDER ACTUATED FASTENER WD WOOD BUILDING CODE SUMMARY NAME OF PROJECT: 0706 WALMART SUPERCENTER STREET ADDRESS: 7631 GALL BLVD, ZEPHYRHILLS, FLORIDA 33541 PROPOSED USE: RETAIL UUUtS BUILDING CODE: 2017 FBC MECHANICAL CODE: 2017 FMC PLUMBING CODE: 2017 FPC ELECTRICAL CODE: 2014 NEC FIRE CODE: 2017 FFC ENERGY CODE: 2017 FEC ACCESSIBILITY CODE: 2017 FBC OCCUPANCY M - MERCANTILE; WHOLESALE OR RETAIL STORE (MAIN USE) - SECTION 309.1 S1 - STORAGE AREA; MOTOR VEHICLE SERVICE STATION AND RECEIVING AND STOCK ROOMS (MIXED USE) - SECTION 311.2 A2 - ASSEMBLY USE; BREAKROOM AND FOOD TENANT (ACCESSORY TO MAIN USE) - SECTION 303.1 B - BUSINESS; NON FOOD TENANT (ACCESSORY TO MAIN USE) - SECTION 304.1 TYPE OF CONSTRUCTION 5B UNPROTECTED (SPRINKLERED) PER SECTION 602.2 AND TABLES 601 AND 602 ALLOWABLE AREA UNLIMITED ISECTION507.2 SECTION 507.3 FIRE PROTECTION: BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND IS SURROUNDED ON ALL SIDES BY 60 FEET MINIMUM OF PERMANENT OPEN SPACE AND COMPLIES WITH SECTION 507.3. UNLIMITED AREA CRITERIA IS APPLICABLE. GENERAL SCOPE OF WORK STOCKROOM: REMODEL AS NOTED AREA OF WORK REVIEW DATE CITY OF ,ZEPHYR IL � - PLANS EXAMINER _....... ........... ............................... :......................................:. KEY PLAN 1 1 " = 50'-0" o rvI� Can- Ll 0 0 U N ) co �lf)NNC� Cfl N Lo O 7 cn a < cn cz I- X 2 z O c U o cis co J'-2-2 N 2co F- o� T O N � Z O W � E ¢cr Lu 7m OW, w ��¢ =�e=m< W � J J �S _ � cn��m�v�LL=Z ¢a ��pC7�w=�Zw Cc aN �mwZ wCn L)p ao= L ¢ a~���~oo0 Z ¢ H �� Om W O X W L O Q F- O z�o�mSwwm�p° Q �V Ir OoaOOm's;LL ¢ cr Ir Z IL Cn2 L OCc CcwwwZ W H n¢mz�Lu =z00¢L�wmmzmmw wwLL00C7¢0� Cn HOw 000E-m as W 0am U U) N T OD o DO O J o o Om ^ p a VV U) (j � .J Z J W o � cr 00 T 1 O 0 V V 1..1. m W W co Nz m O ISSUE BLOCK CHECKED BY: TTH DRAWN BY: EB PROTO CYCLE: 07/17/18 DOCUMENT DATE: 07/31/18 COVER SHEET ARCHITECTURAL ELECTRICAL TREVOR TYSON HOLCOMB ARCHITECT RANDALL C. HAASE 211 N RECORD STREET SUITE 222 1805 N 2ND ST SUITE 5539 DALLAS, TX 75202 ROGERS, AR 72756 SHEET: c1 REFRIGERATED CASE SCHEDULE SHEET NOTES DEMO O NOTES CASE LENGTH OR FINAL FSE NO. QTY DOOR NO DESCRIPTION MANUFACTURER MODEL SUPPLIED BY INSTALLED BY CONNECT NOTES 1. THE QUANTITIES (COUNT) OF ITEMS PURCHASED BY OWNER AS SCHEDULED ON THIS "OWNER SUPPLIED MATERIALS AND RD8022.145 1 3DR REACH -IN (SELF-CONTAINED) HUSSMANN RFL OWNER RC RC 5 1. SALES FLOOR TO BE ACCESSIBLE TO CUSTOMERS RD8022.145 1 4DR REACH -IN (SELF-CONTAINED) HUSSMANN RFL OWNER RC RC 5 OWNER SUPPLIED ITEMS" SCHEDULES, MAY DURING NON -CONSTRUCTION HOURS. REMOVE M I SC GROCERY EQUIPMENT LEGEND QUANT TY REQUIR D TO COMPLETE THE REPRESENT THE WIDTH CUSTOMER CURCULATION OR CCESSNSTRUCTION FENCING AND DUST WALLS INTERFERING WITH SCOPE OF WORK INCLUDED IN THE CONTRACT DOCUMENTS. ACTUAL QUANTITY (COUNT) OF 2. DEMOLITION INCLUDES BUT IS NOT LIMITED TO ITEMS SHOWN DASHED. NO. QTY. DESCRIPTION NOTES OWNER SUPPLIED ITEMS SHALL BE DETERMINED THROUGH A THOROUGH REVIEW 3. REMOVE ALL DOORS SHOWN DASHED. REFER TO DOOR SCHEDULE FOR DOOR AND FRAME REPLACEMENT. R5003.000 1 WALK-IN PANELS - AND ACCOUNTING OF THE CONTRACT 4. COORDINATE REMOVAL AND DISPOSAL OF EXISTING EQUIPMENT NOTES DRAWINGS. FIXTURES WITH MECHANICAL SERVICES CONSTRUCTION MANAGER. 5. FINISHES FOR OWNER SUPPLIED EQUIPMENT ARE SPECIFIED PER BID ALIGNMENT BETWEEN OWNER AND OEM 2. REFERENCE APPENDIX A IN THE 5. REMOVAL OF GONDOLAS AND/OR RACKING AS INDICATED SPECIFICATIONS TO DETERMINE WHO IS ON FXS SHEETS WILL BE PERFORMED BY OTHERS. ABBREVIATION KEY RESPONSIBLE FOR THE INSTALLATION OF OWNER FURNISHED PRODUCTS. ES EQUIPMENT SUPPLIER RC REFRIGERATION CONTRACTOR, REF SPEC 15600 GC GENERAL CONTRACTOR WM WALMART INTERIOR NON -LOAD BEARING PARTITION HEADER SCHEDULE HEADER LENGTH HEADER MEMBERS HEADER TRACKS JAMB STUDS UP TO 4'-0" 2 C3 5/8x1 1 /4"x20 GA 2 C3 5/8x20 GA 2 C3 5/8x1 1 /4"x20 GA UP TO 1 U-0" 2 C6x1 5/8"x18 GA 2 C6x18 GA 2 C6x1 5/8"x18 GA 14'-0" 2 C8x1 5/8"x18 GA 2 C6x18 GA 2 C6x1 5/8"x18 GA 18'-0" 2 C8x1 5/8"x16 GA 2 C6x16 GA 2 C6x1 5/8"x16 GA 20'-0" 2 C10x1 5/8"x16 GA 2 C6x16 GA 2 C6x1 5/8"x16 GA 24'-0" (2) C12x1 5/8"x16 GA (2) C6x16 GA (2) C6x1 5/8"x16 GA NOTES: 1. MAX WALL HEIGHT ABOVE HEADER ASSEMBLY IS 14'-9". 2. SPLICING OF HEADER AND JAMB MEMBERS IS NOT PERMITTED. 3. MAX SPAN FOR OPENINGS TO RECEIVE INFILL BELOW THE HEADER IS 19'4'. 4. JAMBS NOT TO DECK ARE TO BE BRACED IN ACCORDANCE WITH THE PARTITION BRACING DETAILS. 3 5/8" JAMBS BEYOND 13'-4" ARE TO BE BRACED ABOVE THE OPENING AND SUCH THAT THE MAXIMUM UNBRACED LENGTH IS NOT EXCEEDED. 5. FRAMING MEMBERS ARE NOT SIZED FOR VERTICAL LOAD OTHER THAN THAT OF THE PORTION OF WALL ABOVE THE OPENING. METAL STUD REF PLANS AND SECTIONS______-L (1) #10 TEK SCREW AT EACH VERTICAL STUD 20 GA BOTTOM TRACK TOP TRACK REF SCHED STUD HEADERS REF SCHED FINISH AS INDICATED BOTTOM TRACK REF SCHED FASTEN HEADER ASSEMBLY WITH (1) #10 TEK SCREW AT VARIES EACH FLANGE AND 12" OC FOR THE LENGTH OF THE HEADER SECTION -A DOUBLE MTL STUD AT JAMBS REF SCHED #10 TEK SCREWS AT 16" O.C. VERT. 16 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND (6) #10 TEK SCREWS TO JAMB --- HEADER ASSEMBLY REFSCHED (2) #10 TEK SCREWS AT 24" OC VERT SECTION-B (1)#10TEK i+I i+ r--ter--� SCREW EACH I it II l SIDE. SPACE 1 + 1� AT 24" OC. I II II II I (2) #10 TEK SCREWS EACH SIDE AT JAMBS 16 GA DEEP LEG DEFLECTION TRACK. REF PARTITION DETAILS. C6" x 1 5/8" x 18 GAUGE EACH SIDE OF JAMB. FASTEN TO TRACK WITH (2) #10 TEK SCREWS EACH SIDE. DO NOT ATTACH TO JAMB. DETAIL-C ATTACH TO SLAB 20 GAUGE WITH (2) 0.145 DIA. CONT. STUD PAF'S AT BASE OF TRACK JAMB 4 a - <- < - •'a -- a •a• �n - rda n • - (1) #10 TEK SCREW (2) 0.145 DIA. EACH FLANGE OF PAF'S AT 24" EACH STUD OC DETAIL-D HEADER CONNECTION DETAIL 1 1 /2" = 1'-0" VESTED STUD -IEADER WITH 3YP. BD. 3EF 4-A1 VESTED STUD DOLUMNS WITH 3YP. BD. AND CORNER GUARDS ADJACENT COOLER ETR z O P 0 w U) - - - - - - - - - - DETAIL I I I I I + i _ I + I C I Ir-T ,I I I I I +�I I�+� + + METAL STUD HEADER REF SCHED 16 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND (6) #10 TEK SCREWS TO JAMB METAL STUD JAMB I REF SCHED 16 GA TRACK TO TOP OF HEADER------- r a 4 SECTION B 925 PICKUP ,.,�„ �,.,�.. SHEET NOTES FII WALL SH REPAIR DAMAGED WALL FINISHES TO MATCH ADJACENT. REPAIR/REPLACE DAMAGED FRP PANELS TO MATCH EXISTING 1. ALL EQUIPMENT SHOWN DASHED TO BE PROVIDED BY WALMART UNO. INSTALL NEW BASE TO MATCH EXISTING ON NEW AND REPLACED FRP PANELS 2. ALL STEEL RACKS TO BE FURNISHED BY WALMART AND ANCHORED BY CONTRACTOR. REFER TO RACK ANCHORAGE PLAN FOR STEEL RACK AND/OR GONDOLA REPAIR ALL DAMAGED WALL TILE. SHELVING FIXTURE ANCHORING REQUIREMENTS. 3. REPAIR BOLT HOLES AND SPALLS RESULTING FROM NEW DOUBLE STUD COLUMNS AND HEADER AT NEW OPENING WRAP WITH FINISHES TO MATCH ADJACENT MERCHANDISE FIXTURE AND OR STORAGE RACK WALLS. RELOCATION OR REMOVAL. REF SPEC 03905. FILL ALL BOLT HOLES AND SPALLS RESULTING FROM FIXTURE AND OR STORAGE RACK RELOCATION OR REMOVAL IN FLOOR NON CUSTOMER ACCESSIBLE AREAS WITH NON SHRINK GROUT. CONCRETE FLOORS ETR. 4. STUD WALL DIMENSIONS ARE TO THE FACE OF THE STUDS. QUARRY TILE AND EPDXY REPAIR/REPLACE AS REQUIRED TO MATCH EXISTING 5. WALLS AND INFILL OF EXISTING OPENINGS ARE TO - MATCH THE CONSTRUCTION AND FINISHES OF ADJACENT EXISTING WALLS. TRANSITION BETWEEN EXISTING FLOORING WITH 6" R050 6. PROPER INSTALLATION OF JOINT SEALANTS IS CRITICAL INTERLOCKING RAMP THRESHOLD AS REQUIRED IF MORE TO MEETING WALMART QUALITY ASSURANCE THAN ONE FLOORING TYPE EXISTS. REPAIR CONCRETE AS STANDARDS. PROVIDE SEALANTS IN ACCORDANCE REQUIRED AT LOCATIONS OF DEMOLISHED WALLS AND WITH DRAWINGS AND SPECIFICATIONS. REFERENCE FIXTURES IN ACCORDANCE WITH SECTION 03905. SECTION 07900 FOR SEALANT SCHEDULE. COORDINATE WITH VENDOR. 7. ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE SEALED AS REQUIRED FOR A COMPLETE AND PROPER CEILING INSTALLATION, REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS OR INDICATED IN THE SPECIFICATIONS, EXISTING CEILING TILE TO REMAIN. REPLACE ANY DAMAGED CEILING TILE TO MATCH EXISTING AND CLEAN SUCH JOINTS NOT SHOWN OR SCHEDULED SHALL BE CEILING GRID, AIR GRILLES/DIFFUSERS, SECURITY GLOBES SEALED WITH SEALANTS CONSISTENT WITH SPECIFIED AND SPRINKLER HEADS. CLEAN LIGHT LENSES, UNO. MATERIALS OR AS RECOMMENDED BY THE REPLACE ANY DAMAGED ITEMS AS REQUIRED. MANUFACTURER FOR THE SPECIFIC APPLICATION. ICE CREAM FREEZER -------------- ------------ ------------------ M EAT COOLER OGP DOLLIES, TYP ------------------- ----------------- O ' O m _ U.................. O 01 MEAT HOLDING REMOVEDOOR AND FRAME � °�.yi �.,' EXISTING OGP MEAT HOLDING DOLLLIES TO COOLER REMOVE EXISTING REMAIN RACKS rr ij li �� li i' lil r II \ _...:._....�_ @ I \I L_-F_ cr N�w II I: RD8022.145 \ w p ' MERCHANDISE \\ L J p g II REACH -IN UIE U) I - V I RELOCATED OGP CASE DOLLIES ALUM. CORNER GUARD REMOVE I\ so'. EXISTING RACKS: \\ �\ ... CD NEW DOUBLE EXISTING OGP -� i ;: STUD COLUMNS ;,, WALL AND DOOR 8. ROUTE ALL UTILITY SERVICE LINES (PIPES AND CONDUIT) WITHIN STUD WALLS WHEREVER POSSIBLE. ON COOLER/FREEZER PANELS IN FOOD PREPARE AS WHERE UTILITIES MUST BE EXPOSED, CONTRACTOR TO HAVE THE OPTION OF THE FOLLOWING: A. SURFACE MOUNT UTILITIES WITH NON -CORROSIVE ANCHORS; SEAL BOTH SIDES OF PIPE/CONDUIT TO PANEL CONTINUOUSLY WITH SEALANT. B. INSTALL UTILITIES 1/2" OFF FACE OF PANEL TO ALLOW FOR CLEANING; USE ONLY NON -CORROSIVE ANCHORS; APPLY CONTINUOUS SEALANT ALONG EDGES AND JOINTS. C. COVER UTILITIES WITH 20 GAUGE STAINLESS STEEL BENT PLATES MOUNTED TO WALL WITH NON -CORROSIVE ANCHORS; APPLY CONTINUOUS SEALANT ALONG EDGES AND JOINTS. 9. RELOCATION AND SETUP OF GONDOLA AND/OR RACKING AS INDICATED ON THIS SHEET WILL BE PERFORMED BY G.C. 10. REMOVAL OF GONDOLAS AND/OR RACKING AS INDICATED ON THIS SHEET WILL BE PERFORMED BY G.C. 11. LOCATE ALL 44" DEEP RACKS 6" FROM WALLS AND COLUMNS LINO. 12. LOCATE ALL RACKS LESS THAN 44" DEEP 3" FROM ALL WALLS AND COLUMNS UNO. 13. INSTALL ALUMINUM CORNER GUARDS AT ALL OUTSIDE CORNERS WITH WAINSCOT. LOCATIONS SHOWN IN PLAN AND ELEVATION ARE NOT INDICATIVE OF ALL LOCATIONS WHERE CORNER GUARDS ARE TO BE INSTALLED. CARTS TO REMAIN EXISTING MANAGERS STATION TO REMAIN EXISTING PRINTER AND STAND TO REMAIN N OT N NO N LONNCO NCO Ntf)O 1 y �� 226 0 c; viN V o cA ca . . - _ � 0U O�� N z T m N 0 w m H �� ¢x ww¢ To< T ¢ w U) OJ Dx¢ Owriwq D LL¢ o ZUUwxQ HOCFa�¢- o d W ffiN cwo m: U O ¢ nl - W w Z � m H Ow a¢ cJn<F¢a~oowox Z ¢� Ocnw�Xwm¢j¢~ p 0 �cn w��-wxzaw z�oF¢-5 CC J oOw}cn,0n¢UZ 0mDw wO zozoz¢�ww F- LOz w�MZO w0061LU00 F0LLo�mmawoaU) Uom U) F_ z Q U) z 0 0 0 U) N O O o C=) o cr 00 0 LL o o uV 0 J z Jw 00 � � T F- W w m Nz m O ISSUE BLOCK CHECKED BY: TTH DRAWN BY: EB PROTO CYCLE: 07/17/18 [DOCUMENT DATE: 07/31/18 i m FLOOR PLANS AND DETAILS INTERIOR ELEVATION 1 /4" = V-0" PICKUP DEMO PLAN 1 /8" = V-0" PICKUP FLOOR PLAN 1 /8" = V-0" SHEET: A 1 — N O N (.0 � Lo C) Q Q (n X 22 Z Q)�d- Oc2viN ciOtnco - J'� N _ U ~ 0 m N Z H T M N 0 W F =� ¢¢ =0zm w Cn O J v�iOw¢ co in ¢ �- U) a: Ir O Lu pI- D U LL t- ¢ F LL¢ O ¢CL tw0z0W=ozo W J P Z LL¢ EL F,-o<ww w w Z¢ Owl=Zmcww¢OO -- 0 zUU¢-aOOU= 270¢5wWX ¢>- <wOz 0U)CO< J CLLJ a wuZ(L w0w0lUZ ocnowo=D=wwz-w0 =z�0¢��w¢¢z¢¢w Cn F-0LL000H[raawodm U N a) T 00 o o © 0c 0� O J oir co O M z wM 0 T� T i O w W w co N Z m O ISSUE BLOCK CHECKED BY: TTH DRAWN BY: EB PROTO CYCLE: 07/17/18 DOCUMENT DATE: 07/31/18 1 OWNER SUPPLIED ITEMS (NOT FOR PERMIT) 2 CL n IR co co N M W SHEET: osi ELECTRICAL SYMBOLS LEGEND 10.29.10 ES03 (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) SYMBOL DESCRIPTION O FLUORESCENT / LED OR HID FIXTURE / (WALL MOUNTED/CEILING MOUNTED) 0 _ FLUORESCENT / LED FIXTURE FLUORESCENT / LED FIXTURE, e ' NIGHT LIGHT VOLUMETRIC LED FIXTURE ENCLOSED FREEZER LIGHT TRACK LIGHTING / ® EXIT FIXTURE / (WALL MOUNTED/CEILING MOUNTED) D04 EMERGENCY LIGHT (WALL MOUNTED/CEILING MOUNTED) SINGLE POLE SWITCH $3 3-WAY SWITCH $4 4-WAY SWITCH $K KEYED SWITCH $D DIMMER SWITCH $VS VARIABLE SPEED SWITCH $M MANUAL MOTOR SWITCH SINGLE POLE OCCUPANCY `IDS SENSOR SWITCH $OS2 DOUBLE POLE OCCUPANCY SENSOR SWITCH CEILING MOUNTED OCCUPANCY O(ED) SENSOR SWITCH RECEPTACLE,DUPLEX RECEPTACLE, DUPLEX, MOUNTED HORIZONTALLY RECEPTACLE, GFI © RECEPTACLE, DUPLEX FLUSH FLOOR RECEPTACLE, DUPLEX ISOLATED GROUND FLUSH FLOOR RECEPTACLE, DOUBLE DUPLEX RECEPTACLE, DUPLEX ISOLATED GROUND RECEPTACLE, DOUBLE DUPLEX, ISOLATED GROUND RECEPTACLE, SIMPLEX TWIST LOCK, L5-15R, LINO RECEPTACLE, SIMPLEX TWIST LOCK, ISOLATED GROUND, L5-15R, LINO RECEPTACLE, DUPLEX TWIST LOCK, L5-15R, LINO RECEPTACLE, DUPLEX TWIST LOCK, ISOLATED GROUND, L5-15R, LINO RECEPTACLE, SPECIAL RECEPTACLE, SIMPLEX RECEPTACLE, PLUG -MOLD O JUNCTION BOX (WALL MOUNTED/CEILING MOUNTED) O THERMOSTAT (WALL MOUNTED/CEILING MOUNTED) O ALARM JUNCTION BOX, (WALL MOUNTED/CEILING MOUNTED) ALARM JUNCTION BOX, ® FOR REMOTE TEST/RESET (WALL MOUNTED/CEILING MOUNTED) 0 EQUIPMENT CONNECTION POINT (PROVIDED WITH EQUIPMENT) Eh NON -FUSED DISCONNECT FUSED DISCONNECT CIRCUIT, CONCEALED IN WALLS OR CEILING, E INDICATES EXISTING WIRING CIRCUIT, CONCEALED IN SLAB FLOOR, E INDICATES EXISTING WIRING r— CIRCUIT, EXPOSED, E INDICATES EXISTING WIRING H CONDUIT SLEEVE 1� FLUSH MOUNTED PANELBOARD SURFACE MOUNTED PANELBOARD �- - - — - - — MANUFACTURED WIRING SYSTEM - TELEPHONE / DATA BOX FOR ISD LOW VOLTAGE CABLE BOX FOR OTHER ® TELEPHONE, FLUSH FLOOR 0 MOTOR 0 TELEPOWER POLE g PUSH BUTTON ElBUZZER SAIL SWITCH SS JUNCTION BOX SO SMOKE DETECTOR HORN/STROBE DH DOOR HOLD OPEN ABBREVIATIONS CF CEILING FAN CO CHECK OUT CW CASH/WRAP EF EXHAUST FAN ETR EXISTING TO REMAIN G GROUND GFI GROUND FAULT CIRCUIT INTERRUPTER IG ISOLATED GROUND REC REFRIGERATION ELECTRICAL CONTRACTOR RC REFRIGERATION CONTRACTOR RH RADIANT HEATER Sc SECURITY CAMERA TR TAMPER RESISTANT UH UNIT HEATER WH WATER HEATER WP WEATHER PROOF COVERPLATE WR WEATHER RESISTANT RECEPTACLE REVISE TEMPERATURE SETPOINT OGP COOLER 0 I I I I f --(2( -1 ) 1 P) 1 0 K20A-1 ) y i o I i 16.492 4 I ii I I ii i I ii I EDC4 / RELOCATE LIGHT SWITCH TO WALL AND RECONNECT TO EXISTING LIGHTING CIRCUIT SEAFOOD INTERNAL HIGH POWER PLAN 1 /8" = 1'-0" (: D 1 KEY PLAN 16.492 E.C. SHALL COORDINATE WITH GENERAL 1 CONTRACTOR AND ARCHITECTURAL TELEPOWER POLE(S): MOUNT JUNCTION BOX(ES) TO TOP DEMOLITION PLANS THE EXTENT OF SIDE OF BOTTOM CHORD OF BAR JOIST. INSTALL ELECTRICAL DEMOLITION. REMOVE FURNISHED PRE -WIRED POWER POLE AND TERMINATE CONDUITS AND WIRES ALL THE WAY BACK TO PROVIDED FLEXIBLE CONDUIT AND WIRING TO JUNCTION ORIGINATING JUNCTION BOXES OR BOX. PROVIDE UNISTRUT SUPPORTS AND HARDWARE. TO PANELBOARDS. DEMOLITION SHALL NOT SECURE TELEPOWER POLE PLUMB TO BUILDING AFFECT ACTIVE CIRCUITS. LABEL STRUCTURE. DEMOLISHED CIRCUIT(S) IN PANELBOARDS AS "SPARE". COORDINATE EXACT 2. PROVIDE LIQUID -TIGHT FLEXIBLE METAL CONDUIT AND REQUIREMENTS WITH EXISTING CONDITIONS WIRING FROM DISCONNECT SWITCH OR JUNCTION BOX TO PRIOR TO BID. EQUIPMENT KNOCKOUT OR ELECTRICAL CONNECTION 16.W04 120 VOLT GENERAL POWER CIRCUIT(S): POINT. FURNISH AND INSTALL NEW 20 AMP, 120 VOLT 3. WHERE EQUIPMENT NAMEPLATE PROTECTIVE DEVICE CIRCUIT(S), OR AS SPECIFIED ON DRAWINGS. RATING DIFFERS FROM SIZE PROVIDED, CHANGE OUT FEED FROM NEAREST 120 VOLT PANEL, WITH BRANCH CIRCUIT WIRING AND OVERCURRENT DEVICE TO ADEQUATE SPACE AND AMPACITY. A. CIRCUIT APPROPRIATE RATING PER NEC. BREAKER FOR CIRCUITS INDICATED WITH (GFI) SHALL BE GFCI TYPE FOR PERSONNEL 4. ELECTRONIC FIRE PROTECTION/SECURITY ALARM BOXES PROTECTION. AND CONDUITS SHOWN ON POWER PLANS SHALL BE 16.W07 208 VOLT GENERAL POWER CIRCUIT: PROVIDED UNDER THIS CONTRACT. IN ADDITION, UNLESS FURNISH AND INSTALL NEW 208 VOLT NOTED OTHERWISE, THE FOLLOWING GENERAL NOTES CIRCUIT, AS SPECIFIED ON DRAWINGS. FEED APPLY: FROM NEAREST 208 VOLT PANEL, WITH A. ALL ALARM JUNCTION BOXES SHALL BE ADEQUATE SPACE AND AMPACITY. 4"X4"X2-1/8" MINIMUM. B. ALARM RACEWAYS SHALL BE 3/4" MINIMUM WITH PULL WIRE AND INSULATING BUSHINGS AT END OF VERTICAL RACEWAY RUN. C- VERTICAL RACEWAYS FROM ALARM BOXES SHALL BE EITHER CONCEALED INSIDE WALL OR SURFACE MOUNTED (TO MATCH JUNCTION BOX MOUNTING). ALL VERTICAL RUNS SHALL BE TURNED 90-DEGREES AT TOP SIDE OF BOTTOM CHORD OF BAR JOIST AND EXTENDED HORIZONTALLY TO A LOCATION ACCESSIBLE BY VERTICAL FLOOR TYPE LIFT. 5. UPON COMPLETION OF ELECTRICAL INSTALLATION AND PRIOR TO ENERGIZING CIRCUIT: A. INSPECT WIRE AND CABLE FOR PHYSICAL DAMAGE. B. PERFORM CONTINUITY TEST. C- VERIFY PROPER PHASING CONNECTION TO ALL THREE PHASE MOTOR LOADS. 20A WIRE SIZING SCHEDULE ALL WIRE SIZES SHOWN ON PANEL SCHEDULES AND PLANS ARE INTENDED TO BE MINIMUM ACCEPTABLE WIRE SIZE. THE FOLLOWING SCHEDULE IS TO BE USED TO SIZE WIRE FOR 20 AMP CIRCUITS (120 AND 277 VOLT). LENGTHS (IN FEET) ARE INTENDED TO BE MAXIMUM. FINAL CONNECTIONS: WHERE 20A BRANCH CIRCUITS HAVE #8 AND LARGER WIRE CALLED OUT, #10AWG WIRE MAY BE USED FOR THE FINAL CONNECTION (15- MAX.). 120 VOLT #12 #10 #8 #6 1-5 AMPS 200 FT. 325 FT. 490 FT. 770 FT. 6-10 AMPS 100 FT. 160 FT. 245 FT. 385 FT. 11-15 AMPS 70 FT. 1 110 FT. 165 FT. 255 FT. 277 VOLT #12 #10 #8 #6 1-5 AMPS 480 FT. 760 FT. 1170 FT. 1865 FT. 6-10 AMPS 240 FT. 380 FT. 585 FT. 930 FT. 11-15 AMPS 160 FT. 250 FT. 390 FT. 620 FT. 7 08.31.12 EN08 1 FURNISH AND INSTALL ALL MATERIALS, EQUIPMENT, AND LABOR, FOR A COMPLETE INSTALLATION IN ALL RESPECTS, READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH NEC, NESC, STATE, AND LOCAL CODES, AND MANUFACTURER'S RECOMMENDATIONS. PAY ALL NECESSARY FEES AND PERMITS. A. NO CIRCUITRY SHALL BE ALLOWED TO BE ROUTED ACROSS THE ROOF OR THE EXTERIOR SIDE OF THE EXTERIOR WALLS. B. ALL EQUIPMENT SHALL BE UL LISTED WHERE APPLICABLE. C. ARRANGE ALL WORK TO MINIMIZE DISRUPTIONS TO STORE OPERATIONS. COORDINATE ALL DISRUPTIONS WITH WALMART CONSTRUCTION MANAGER AND STORE MANAGER. D. CONTRACTOR SHALL VERIFY ALL WALL FINISH THICKNESSES BEFORE INSTALLING BOXES. FURNISH AND INSTALL EXTENDED BOXES OR BOX EXTENDERS WHERE REQUIRED. E. CONTRACTOR SHALL VERIFY THAT ALL AFFECTED PANELBOARDS HAVE CIRCUIT BREAKER KNOCKOUTS PROPERLY COVERED AND THAT ALL TRIM IS IN GOOD CONDITION, ALLOWING NO ACCESS TO LIVE PARTS. 2- PROVIDE SEALS AT RACEWAY PENETRATIONS AS FOLLOWS: A• FIRE RATED WALLS: SEAL PER SPECIFICATIONS FOR FIRE STOPPING. B. NEUTRALIZATION AREA: SEAL PER MECHANICAL DETAIL. C. FREEZER/COOLER BOXES: SEAL WITH EXPANDING FOAM SEALANT. D. EXTERIOR: REFER TO ARCHITECTURAL DOCUMENTS FOR SEALING REQUIREMENTS AT ALL EXTERIOR MOUNTED DEVICES, FIXTURES, ENCLOSURES, AND RACEWAY PENETRATIONS. 3. PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR (SIZE PER NEC) IN PVC TYPE CONDUIT, POWER CIRCUITS, ISOLATED GROUND CIRCUITS, OR AS SHOWN ON PLANS. CONDUIT SHALL BE SIZED PER NEC BASED ON THWN 600 VOLT COPPER SINGLE CONDUCTORS, PLUS THE EQUIPMENT GROUNDING CONDUCTOR. 4. WIRING DEVICES: DEVICE MOUNTING HEIGHTS ARE FROM FINISHED FLOOR TO CENTER OF OUTLET BOX UNLESS NOTED OTHERWISE ON PLANS. COORDINATE THE STANDARD MOUNTING HEIGHTS WITH MASONRY: A. SWITCHES +46" B. RECEPTACLES +20" C. VOICE/DATA +20" 5. WIRING SHALL INCLUDE FINAL CONNECTION TO ALL EQUIPMENT IN CONFORMANCE WITH EQUIPMENT SUPPLIER WIRING DIAGRAMS. 6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE PANELBOARD IDENTIFICATION SCHEDULES FOR PANELBOARDS AFFECTED BY REMODEL. 7. NEW OVERCURRENT PROTECTIVE DEVICES INSTALLED IN EXISTING PANELBOARDS OR DISTRIBUTION BOARDS SHALL MATCH THE TYPE AND AIC RATING OF EXISTING OVERCURRENT PROTECTIVE DEVICES. 8. BRANCH CIRCUIT CONDUCTORS SHALL BE MINIMUM #12 AWG THHN UNLESS NOTED OTHERWISE IN SCHEDULES. WHERE 20A BRANCH CIRCUITS HAVE #8 AND LARGER WIRE SPECIFIED, #10 AWG WIRE SHALL BE USED FOR THE FINAL CONNECTION (15-FT MAXIMUM). 9. WHERE BRANCH CIRCUITS ARE GROUPED, SIZE CONDUIT AND DERATE CURRENT CARRYING CONDUCTORS PER NEC. 10. SUPPORTS FROM STRUCTURE: NO ATTACHMENT OF ANY TYPE SHALL BE MADE TO BRIDGING OR JOIST WEB MEMBERS. UTILIZE ONLY THE TOP AND BOTTOM CHORDS FOR SUPPORTING THE ELECTRICAL SYSTEM INSTALLATIONS. 11. DEVICES SHOWN ON COOLER/FREEZER PANELS SHALL BE SURFACE MOUNTED UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL DOCUMENTS FOR CONDUIT INSTALLATION AND SEALING REQUIREMENTS. 12. ONLY FEEDER CIRCUITS NOTED ON THE ONE LINE DIAGRAM AND BRANCH CIRCUITS NOTED BY LEGEND SHALL BE INSTALLED UNDER SLAB. ALL OTHER FEEDER AND BRANCH CIRCUITS SHALL BE INSTALLED OVERHEAD. PROVIDE EXTERIOR COATED GRC BENDS ON ALL CONDUIT RUNS THAT HAVE 45 DEGREE BENDS OR GREATER. REF SPECIFICATIONS. 13. SEISMIC ZONE REQUIREMENTS: PROVIDE EXPANSION COUPLINGS AND BRACING FOR ELECTRICAL EQUIPMENT AS REQUIRED BY LOCAL CODES. 14. EXISTING ELECTRICAL AND ALARM: A. WHERE DEMOLITION OR NEW CONSTRUCTION INTERRUPTS EXISTING ELECTRICAL CIRCUITS FEEDING EXISTING EQUIPMENT, DEVICES, OR LIGHTING TO REMAIN, BUT NOT SHOWN ON DRAWINGS, PROVIDE LABOR AND MATERIALS TO REWORK CIRCUITRY, AS REQUIRED, TO MAINTAIN EXISTING OPERATION. B. IF DEMOLITION OR NEW CONSTRUCTION WILL DISRUPT EXISTING UNDERGROUND SERVICES (ELECTRICAL, TELEPHONE, PARKING LOT LIGHTING CIRCUITRY, ETC.) PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO REROUTE, SLEEVE, OR OTHERWISE REWORK THESE SERVICES TO MAINTAIN THEIR EXISTING OPERATION. C. EXERCISE CAUTION AROUND ALARM AND SECURITY CABLES DURING DEMOLITION AND CONSTRUCTION. PROTECT ALARM AND SECURITY CABLES FROM ACCIDENTAL DAMAGE SO THAT SYSTEMS REMAIN OPERATIONAL AT ALL TIMES. D- DISPOSE OF ALL REMOVED MATERIALS, UNLESS OTHERWISE NOTED. 15. EXISTING ELECTRICAL DEMOLITION: A. GENERAL: REMOVE OR RELOCATE EXISTING ELECTRICAL EQUIPMENT CONDUIT, AND CONDUCTORS AS INDICATED ON THE DRAWINGS, OR ONLY AS REQUIRED BY DEMOLITION. REMOVE ALL PANELBOARDS DISCONNECT SWITCHES BOXES W O w W,r,� J(Ct I- D 0 �WoF} 2 � F UJw �wu o. n w z�-o0z n� Lu p F-O�FWowYZ LnF- 0 aF F w OpoQwwo �-o ��zoow U- uiw ro4�irawQW CO of �zza,, ma>_ t�� z �¢oQoul =->O �¢ O QwJ Qw �fn <,U OEHO=p s-w DOzz xz� z Z MR' W : Qw U_OUQ zcan� p20,-,Z�Q,QO rnx0 c> W aW0ND Lu0 a�U womvo W �2 F" Wa =goZwn 5cwZ�OU—�OwaDr OQwWUW W�_ t-��WrUov>aowL_jCCW¢��wr tiro M co zzo m V0W z L0 w tM Q Z n 16 � N Q � n J M � Q U) t N Ix z z �m; O moo U US w z w 00 2 w C)z CD c:D 0 0 _I L _ w L� w I, � 0 o O o w W rn M o !�2 m � z Z W O ~ 6 090 ^= I..L U) W N w m z m O ISSUE BLOCK CHECKED BY: SAG DRAWN BY: JOP FILE NAME: E1 PROTO CYCLE: 07/03/18 DOCUMENT DATE: 07/25/18 RELAYS, TIME SWITCHES, LIGHTS, DEVICES, ETC., WHICH WILL NOT BE REUSED. B. SALES FLOOR: REMOVE UNUSED POWER DROP CONDUIT, CONDUCTORS AND RELATED DEVICES SERVING SALES AREA GONDOLAS BEING RELOCATED OR REMOVED. EXISTING CONDUIT AND CONDUCTORS MAY BE REUSED FOR NEW �� �/� POWER DROPS WHERE SIZE, RATING, AND CONDITION MEET g\� �1 REQUIREMENTS INDICATED ON PLANS AND ALL U.L. \°`��®w,� RATINGS. REMOVE ALL UNUSED CONDUIT AND . CONDUCTORS BACK TO POINT OF ORIGIN WHENEVER 6, V FEASIBLE AND RELABEL DEMOLISHED CIRCUITS AS "SP, &.;B N 793319 t PROVIDE HANDLE DEVICE TO LOCK "SPARE" CIRCUIT = s B BREAKER IN THE "OFF" POSITION. v171 ST E 0 .° C. CONDUIT AND WIRING TO BE ABANDONED IN CEILING '�,°�.•'+� SPACES AND OTHER NON-PUBLIC AREAS (I.E., THROUGH �llj�' �"'` ��'w� AUG 0 3 2918 �_ STOCKROOM AREA): CUT WIRING LOOSE AND REMOVE ��//��� � ��\ FROM RACEWAY(S), LEAVING RACEWAY(S) IN PLACE. CONDUIT TO BE ABANDONED IN WALLS OR FLOORS SHALL Randal C. Haase, P.E. BE REMOVED BACK TO FINISHED SURFACE AND CAPPED FL Li efiSe79#3i9 INSIDE. REPAIR SURFACE(S) TO MATCH ADJACENT. D. ALL CIRCUIT BREAKERS SERVING BRANCH CIRCUITS TO BE ABANDONED OR REMOVED SHALL REMAIN IN RESPECTIVE PANELBOARD FOR FUTURE USE, UNLESS NOTED OTHERWISE ON DRAWINGS. PROVIDE HANDLE DEVICE TO LOCK "SPARE" CIRCUIT BREAKER IN THE "OFF" POSITION. E. DEMOLISHED FLUORESCENT LIGHT FIXTURES: REFER TO SELECTIVE SITE DEMOLITION SPECIFICATION FOR DISPOSAL OF LIGHT FIXTURE. F- BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPINES AND EXISTING CONDITIONS. NOTE: RECEPTACLES, SWITCHES, DATA BOXES AND THEIR CORRESPONDING COVER PLATES SHALL BE WHITE NYLON. EACH SUBCONTRATOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. ELECTRICAL PLANS SHEET: El