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3653 Orlando Dr - BC03-001388 (WALMART) (INTERIOR REMODEL) (A)PERMIT ADDRESS � !S J CONTRACTOR ADDRESS A PA \ L114i PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR �� >� (——, ; MECHANICAL CONTRACTOR PLUMBING CONTRACTOR ( 0 1A � h _rn 01''M MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR K,RMtT NUMBER FEE a a SUBDIVISION ccn ul PERMIT # C,�'- 1� DATE PERMIT DESCRIPTION 7—T,"�-P,\ PERMIT VALUATION PSR , ()CC ) SQUARE FOOTAGE STORE 0857 07/13/06 ADDITION SQ NUMBER: FT.:0W ago7 � o W a. • CE J 00 DRAWING INDEX: '00 GENERAL REQUIREMENTS SITE VERIFICATION REQUIREMENTS Q O INNIS z GENERAL 1. ALL WORK SHALL BE DONE IN A SAFE AND 5. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 1 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO O WORKMANLIKE MANNER AND IN STRICT OF THE EXISTING BUILDING SECURITY AT ALL TIMES. TIMELY ORDERING OF MATERIALS TO PROHIBIT VERIFY ALL EXISTING CONDITIONS PRIOR TO THE rT-14 CS COVER SHEET ACCORDANCE WITH THE LOCAL AND/OR STATE (IF THIS INCLUDES KEEPING THE BUILDING SECURE DELAYS OF THE CONSTRUCTION SCHEDULE OF THIS SUBMISSION OF HIS BID, ORDERING OF MATERIALS, � t•-+--� O � AND TO THE COMMENCEMENT OF ANY WORK. � �97� � APPLICABLE) BUILDING CODES, NATIONAL ELECTRIC FROM PERSONS, ENVIRONMENTAL ELEMENTS OR PROJECT. IT IS THE RESPONSIBILITY OF THE '��-\I (n a, ARCHITECTURAL cc CODE (NEC), ADA-ADAAGS (ADOPTED HANDICAP HAZARDS. THE CONTRACTOR SHALL BE CONTRACTOR TO COORDINATE DELIVERY OF 2. THESE CONSTRUCTION DOCUMENTS HAVE BEEN .43 -� ACCESSIBILITY REQUIREMENTS), OSHA AND ALL RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL MATERIALS IN A TIMELY MANNER. DESIGNED AND DRAWN ASSUMING EXISTING BUILDING SP1 SITE PLAN APPLICABLE CODES, REGULATIONS, ORDINANCES, EXISTING SECURITY SYSTEMS. THE CONTRACTOR CONDITIONS MATCH THE ORIGINAL DRAWINGS. THE AND AUTHORITIES HAVING JURISDICTION. SHALL OBTAIN PERMISSION FROM THE WAL-MART 11. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL Qy c Al SIGNAGE AND ELEVATIONS STORE MANAGER PRIOR TO THE MODIFICATION OF REQUIREMENTS OF THE STRUCTURAL w AT THE SITE, SHALL VERIFY ALL EXISTING � 2. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY EXISTING SECURITY SYSTEM FOR THE OPENING ENGINEER/ARCHITECT FOR VERIFICATIONS, a A2 ELEVATIONS HAVING A THOROUGH KNOWLEDGE OF ALL (DEMOLITION) OF ANY EXTERIOR WALL. RESPONSES AND SUBMISSIONS. STRUCTURAL COLUMN DIMENSIONS, STRUCTURAL BEARING HEIGHTS, EXISTING DIMENSIONS, TOP OF � DRAWINGS AND SPECIFICATIONS IN THEIR RELATED MASONRY ELEVATIONS, ROOFING CONDITIONS o FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH 6. THE CONTRACTOR SHALL KEEP WORK AREA CLEAN 12. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE (INCLUDING PARAPETS, SCUPPERS AND ROOF DRAINS) THIS KNOWLEDGE DOES NOT RELIEVE HIM OF ANY AND FREE OF DEBRIS AND IS TO REMOVE ALL ONE U.L. LISTED 2A:20BC DRY CHEMICAL FIRE AND JOIST BEARING ELEVATIONS PRIOR TO THE RESPONSIBILITY FOR PERFORMING HIS WORK TRASH AND DEBRIS FROM THE CONSTRUCTION AREA EXTINGUISHER, OR ONE STANDARD U.L. LISTED FABRICATION OF ANY STRUCTURAL ITEMS. IF • PROPERLY. NO ADDITIONAL COMPENSATION SHALL DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY 2-1/2 GALLON WATER (E-10) AND ONE U.L. LISTED DISCREPANCIES ARE FOUND BETWEEN WHAT IS BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR BE STORED IN THE EXISTING BUILDING. 1OBC CARBON DIOXIDE FIRE EXTINGUISHER MOUNTED/ ISSUE BLOCK DUE TO FAILURE TO FAMILIARIZE WORKERS WITH TOGETHER IN EACH 3000 SQ. FT. OF WORK AREA SHOWN ON THE DRAWINGS AND EXISTING FIELD THIS KNOWLEDGE. 7. REMOVE ANY EXISTING ITEMS, SERVICES, FINISHES OR FRACTION THEREOF (MINIMUM OF TWO CONDITIONS, CONTACT THE WAL-MART CONSTRUCTION �� OR SURFACES AS REQUIRED FOR THE INSTALLATION AVAILABLE IN ALL CONSTRUCTION AREAS AT ALL MANAGER AND THE ARCHITECT IMMEDIATELY TO DETERMINE WHAT ACTION SHOULD BE TAKEN TO 3. THE EXISTING BUILDING SHALL BE PROTECTED FROM OF NEW CONSTRUCTION. PROVIDE FURRING FOP'. TIMES). MATCH EXISTING CONDITIONS. THE BEGINNING OF MOISTURE, DUST AND DEBRIS. INSTALL DUST CONDUITS AND PIPING, SHOWN OR NOT, AND i WISH CONSTRUCTION OR FABRICATION BY THE GENERAL PARTITIONS OR DRAPES AS REQUIRED AND/OR OUT FURRING TO MATCH ADJACENT EXISTING CONTRACTOR MEANS ACCEPTANCE OF THE EXISTING DIRECTED BY THE WAL-MART CONSTRUCTION FINISHES. CONDITIONS. 3 MANAGER TO KEEP DUST AND MOISTURE FROM THE OPERATING AREAS OF THE STORE. 8. REPAIR, RE-ROUTE, AND EXTEND ALL SERVICES, 3. REPORT ANY DISCREPANCIES FOUND IN THE FIELD Q PIPING, CONDUIT OF EXISTING ITEMS AND IMMEDIATELY TO WAL-MART AND THE ARCHITECT 4. ANY DAMAGE TO WAL-MART PROPERTY, WHICH EQUIPMENT AS REQUIRED DURING THE PRIOR TO MAKING ANY STRUCTURAL MODIFICATIONS J OCCURS DURING THE PROCESS OF CONSTRUCTION, CONSTRUCTION PROCESS FOR THE COMPLETE OR ORDERING OF ANY MATERIALS. T3 SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL INSTALLATION AND OPERATIONS OF NEW EQUIPMENT. COST TO WAL-MART; THIS INCLUDES ALL THIS INCLUDES ALL ITEMS SHOWN OR NOT SHOWN -- MERCHANDISE. CONTRACTOR SHALL PAY WAL-MART ON THE DRAWINGS. RESET EXISTING EQUIPMENT OR j� THE COST FOR ALL DAMAGED MERCHANDISE. RELATED ITEMS AS REQUIRED FOR PROPER w OPERATION. — = 9. v WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH, AND/OR REPAINT AS NECESSARY . > TO BLEND WITH ADJACENT SURFACES. COORDINATE o WITH WAL-MART CONSTRUCTION MANAGER. UEEI CHECKED BY: 0 0 DRAWN BY: MRS c DOCUMENT DATE: 07/13/06 u� 2-A2 BUILDING CODE SUMMARY SCOPE OF WORK VICINITY MAP 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 ,� Q / / ... Edgewater Cir. ( I f NAME OF PROJECT: WAL-MART #0857 SANFORD, FL -REPAINT EXTERIOR Ad�r a� STREET ADDRESS: 3653 ORLANDO DR. -REPLACE SIGNS S#vl r I W -- -L - - PROPOSED USE: RETAIL 0&h,.�.. �M¢� I I OF SlAtD CODES: BUILDING CODE: 2004 FL STATE10 ; ELECTRICAL CODE: 2002 NEC sm - - - - In PLUMBING CODE: 2004 FL STATES 0 MECHANICAL CODE: 2004 FL STATE FIRE CODE. 2004 FL STATE ACCESSIBILITY CODE: 2004 FL STATE, CH 11 wo OCCUPANCY: M- MERCANTILE N l r r r I r I r I II I , y UNCHANGED cn 1 oG OCCUPANT LOAD: �l (` O'all Blvd I I I I I I I I I I Q 0 - - - 00 MEANS OF EGRESS. UNCHANGED I I I I I I I I n ALL QUESTIONS RELATED TO THE BIDDING AND a CONSTRUCTION OF THIS PROJECT SHALL BE --0 COVER DIRECTED TO THE GENERAL CONTRACTOR. CoachMghtCt _ _I * r �_ I_ _� _ r _ _y� _ ;E co r sunrand I I l I I I I i I I I'° SHEET co LU z - I -I r t r r- I - —� - —t - —t r - -�� - - - - C 0 ARCHITECT SANFORD BUILDING DEPT. OWNER CONTACT INFORMATION a ° C_ BOICE-RAIDL-RHEA ARCHITECTS, INC. SANFORD BUILDING DEPT. WAL*MART STORES, INC. I I VIP91 E u 6700 ANTIOCH PLAZA, SUITE 300 300 N. PARK AVE. REMODEL DESIGN DEPARTMENT ' ' _ ' ' _ ' ' MERRIAM, KS 66204 SANFORD, FL 32771 2001 SOUTHEAST 10TH STREET I ocir i (913) 262-9095 (407) 330-5656 BENTONVILLE, AR 72712 I I I. I. I � b a► I 'rte-x� I (479) 277-9503 0D_ ALL QUESTIONS RELATED TO THE BIDDING AND N F THIS PROJECT SHALL BE KEY PLAN - DIRECTED TO THE WAL-MART CONSTRUCTION o MANAGER AT THE TELEPHONE NUMBER LISTED.1_A1 SHEET: 1 "=90'-0" C C N J W 0 o 04 cD o R tiaQ co m,oC,oG W -- - - -- =Z u Q OOY Fo zQ: a a o� o_a • n=w b Ld rn o Ln o~r Eer~ ¢Z wo U_Za O D -4-.<< V) Z�� NQamo�L-u�wuia�0 I F 4: 4 Of JOp UUI1DfOaw LIM 0a LL_ ffi w�ncwiL�xo�zcnam ��'o' �Nww�mo� a 4ji p InUZ nlYU�pF-d LL�� W S' 3p'c'NNL'0O-owZ Q oaap��7zp�azola z opaLj—a"o Fao3 -i<zoo�wF11wwoUopHg ■ QAKiroDn m EVICTIKin- C ET' 000w&SOF m� N0!1: 0zwzwwoo STORE 0857 07/13/06 ADDITION SQ NUMBER: FT.:0W ago7 � o W a. • CE J 00 DRAWING INDEX: '00 GENERAL REQUIREMENTS SITE VERIFICATION REQUIREMENTS Q O INNIS z GENERAL 1. ALL WORK SHALL BE DONE IN A SAFE AND 5. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 1 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO O WORKMANLIKE MANNER AND IN STRICT OF THE EXISTING BUILDING SECURITY AT ALL TIMES. TIMELY ORDERING OF MATERIALS TO PROHIBIT VERIFY ALL EXISTING CONDITIONS PRIOR TO THE rT-14 CS COVER SHEET ACCORDANCE WITH THE LOCAL AND/OR STATE (IF THIS INCLUDES KEEPING THE BUILDING SECURE DELAYS OF THE CONSTRUCTION SCHEDULE OF THIS SUBMISSION OF HIS BID, ORDERING OF MATERIALS, � t•-+--� O � AND TO THE COMMENCEMENT OF ANY WORK. � �97� � APPLICABLE) BUILDING CODES, NATIONAL ELECTRIC FROM PERSONS, ENVIRONMENTAL ELEMENTS OR PROJECT. IT IS THE RESPONSIBILITY OF THE '��-\I (n a, ARCHITECTURAL cc CODE (NEC), ADA-ADAAGS (ADOPTED HANDICAP HAZARDS. THE CONTRACTOR SHALL BE CONTRACTOR TO COORDINATE DELIVERY OF 2. THESE CONSTRUCTION DOCUMENTS HAVE BEEN .43 -� ACCESSIBILITY REQUIREMENTS), OSHA AND ALL RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL MATERIALS IN A TIMELY MANNER. DESIGNED AND DRAWN ASSUMING EXISTING BUILDING SP1 SITE PLAN APPLICABLE CODES, REGULATIONS, ORDINANCES, EXISTING SECURITY SYSTEMS. THE CONTRACTOR CONDITIONS MATCH THE ORIGINAL DRAWINGS. THE AND AUTHORITIES HAVING JURISDICTION. SHALL OBTAIN PERMISSION FROM THE WAL-MART 11. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL Qy c Al SIGNAGE AND ELEVATIONS STORE MANAGER PRIOR TO THE MODIFICATION OF REQUIREMENTS OF THE STRUCTURAL w AT THE SITE, SHALL VERIFY ALL EXISTING � 2. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY EXISTING SECURITY SYSTEM FOR THE OPENING ENGINEER/ARCHITECT FOR VERIFICATIONS, a A2 ELEVATIONS HAVING A THOROUGH KNOWLEDGE OF ALL (DEMOLITION) OF ANY EXTERIOR WALL. RESPONSES AND SUBMISSIONS. STRUCTURAL COLUMN DIMENSIONS, STRUCTURAL BEARING HEIGHTS, EXISTING DIMENSIONS, TOP OF � DRAWINGS AND SPECIFICATIONS IN THEIR RELATED MASONRY ELEVATIONS, ROOFING CONDITIONS o FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH 6. THE CONTRACTOR SHALL KEEP WORK AREA CLEAN 12. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE (INCLUDING PARAPETS, SCUPPERS AND ROOF DRAINS) THIS KNOWLEDGE DOES NOT RELIEVE HIM OF ANY AND FREE OF DEBRIS AND IS TO REMOVE ALL ONE U.L. LISTED 2A:20BC DRY CHEMICAL FIRE AND JOIST BEARING ELEVATIONS PRIOR TO THE RESPONSIBILITY FOR PERFORMING HIS WORK TRASH AND DEBRIS FROM THE CONSTRUCTION AREA EXTINGUISHER, OR ONE STANDARD U.L. LISTED FABRICATION OF ANY STRUCTURAL ITEMS. IF • PROPERLY. NO ADDITIONAL COMPENSATION SHALL DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY 2-1/2 GALLON WATER (E-10) AND ONE U.L. LISTED DISCREPANCIES ARE FOUND BETWEEN WHAT IS BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR BE STORED IN THE EXISTING BUILDING. 1OBC CARBON DIOXIDE FIRE EXTINGUISHER MOUNTED/ ISSUE BLOCK DUE TO FAILURE TO FAMILIARIZE WORKERS WITH TOGETHER IN EACH 3000 SQ. FT. OF WORK AREA SHOWN ON THE DRAWINGS AND EXISTING FIELD THIS KNOWLEDGE. 7. REMOVE ANY EXISTING ITEMS, SERVICES, FINISHES OR FRACTION THEREOF (MINIMUM OF TWO CONDITIONS, CONTACT THE WAL-MART CONSTRUCTION �� OR SURFACES AS REQUIRED FOR THE INSTALLATION AVAILABLE IN ALL CONSTRUCTION AREAS AT ALL MANAGER AND THE ARCHITECT IMMEDIATELY TO DETERMINE WHAT ACTION SHOULD BE TAKEN TO 3. THE EXISTING BUILDING SHALL BE PROTECTED FROM OF NEW CONSTRUCTION. PROVIDE FURRING FOP'. TIMES). MATCH EXISTING CONDITIONS. THE BEGINNING OF MOISTURE, DUST AND DEBRIS. INSTALL DUST CONDUITS AND PIPING, SHOWN OR NOT, AND i WISH CONSTRUCTION OR FABRICATION BY THE GENERAL PARTITIONS OR DRAPES AS REQUIRED AND/OR OUT FURRING TO MATCH ADJACENT EXISTING CONTRACTOR MEANS ACCEPTANCE OF THE EXISTING DIRECTED BY THE WAL-MART CONSTRUCTION FINISHES. CONDITIONS. 3 MANAGER TO KEEP DUST AND MOISTURE FROM THE OPERATING AREAS OF THE STORE. 8. REPAIR, RE-ROUTE, AND EXTEND ALL SERVICES, 3. REPORT ANY DISCREPANCIES FOUND IN THE FIELD Q PIPING, CONDUIT OF EXISTING ITEMS AND IMMEDIATELY TO WAL-MART AND THE ARCHITECT 4. ANY DAMAGE TO WAL-MART PROPERTY, WHICH EQUIPMENT AS REQUIRED DURING THE PRIOR TO MAKING ANY STRUCTURAL MODIFICATIONS J OCCURS DURING THE PROCESS OF CONSTRUCTION, CONSTRUCTION PROCESS FOR THE COMPLETE OR ORDERING OF ANY MATERIALS. T3 SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL INSTALLATION AND OPERATIONS OF NEW EQUIPMENT. COST TO WAL-MART; THIS INCLUDES ALL THIS INCLUDES ALL ITEMS SHOWN OR NOT SHOWN -- MERCHANDISE. CONTRACTOR SHALL PAY WAL-MART ON THE DRAWINGS. RESET EXISTING EQUIPMENT OR j� THE COST FOR ALL DAMAGED MERCHANDISE. RELATED ITEMS AS REQUIRED FOR PROPER w OPERATION. — = 9. v WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH, AND/OR REPAINT AS NECESSARY . > TO BLEND WITH ADJACENT SURFACES. COORDINATE o WITH WAL-MART CONSTRUCTION MANAGER. UEEI CHECKED BY: 0 0 DRAWN BY: MRS c DOCUMENT DATE: 07/13/06 u� 2-A2 BUILDING CODE SUMMARY SCOPE OF WORK VICINITY MAP 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 ,� Q / / ... Edgewater Cir. ( I f NAME OF PROJECT: WAL-MART #0857 SANFORD, FL -REPAINT EXTERIOR Ad�r a� STREET ADDRESS: 3653 ORLANDO DR. -REPLACE SIGNS S#vl r I W -- -L - - PROPOSED USE: RETAIL 0&h,.�.. �M¢� I I OF SlAtD CODES: BUILDING CODE: 2004 FL STATE10 ; ELECTRICAL CODE: 2002 NEC sm - - - - In PLUMBING CODE: 2004 FL STATES 0 MECHANICAL CODE: 2004 FL STATE FIRE CODE. 2004 FL STATE ACCESSIBILITY CODE: 2004 FL STATE, CH 11 wo OCCUPANCY: M- MERCANTILE N l r r r I r I r I II I , y UNCHANGED cn 1 oG OCCUPANT LOAD: �l (` O'all Blvd I I I I I I I I I I Q 0 - - - 00 MEANS OF EGRESS. UNCHANGED I I I I I I I I n ALL QUESTIONS RELATED TO THE BIDDING AND a CONSTRUCTION OF THIS PROJECT SHALL BE --0 COVER DIRECTED TO THE GENERAL CONTRACTOR. CoachMghtCt _ _I * r �_ I_ _� _ r _ _y� _ ;E co r sunrand I I l I I I I i I I I'° SHEET co LU z - I -I r t r r- I - —� - —t - —t r - -�� - - - - C 0 ARCHITECT SANFORD BUILDING DEPT. OWNER CONTACT INFORMATION a ° C_ BOICE-RAIDL-RHEA ARCHITECTS, INC. SANFORD BUILDING DEPT. WAL*MART STORES, INC. I I VIP91 E u 6700 ANTIOCH PLAZA, SUITE 300 300 N. PARK AVE. REMODEL DESIGN DEPARTMENT ' ' _ ' ' _ ' ' MERRIAM, KS 66204 SANFORD, FL 32771 2001 SOUTHEAST 10TH STREET I ocir i (913) 262-9095 (407) 330-5656 BENTONVILLE, AR 72712 I I I. I. I � b a► I 'rte-x� I (479) 277-9503 0D_ ALL QUESTIONS RELATED TO THE BIDDING AND N F THIS PROJECT SHALL BE KEY PLAN - DIRECTED TO THE WAL-MART CONSTRUCTION o MANAGER AT THE TELEPHONE NUMBER LISTED.1_A1 SHEET: 1 "=90'-0" C C N J O C 21 O _V) C a� U O C O :,_. U L_ W C O 0 J 11 O c 0 r - L0 00 O N ¢ O 0 U) � E Of i w� � z � O J I W Eu) Q„ U O .� U') O d d - I p � U O N O n - N Co SHEET INCLUDED FOR INFORMATION ONLY NOTE: THIS SHEET IS A COPY OF THE AVAILABLE AS—BUILT SITE PLAN FOR THIS PROJECT. THIS SHEET IS PROVIDED FOR ADDITIONAL INFORMATION ON THE ASSUMED EXISTING CONDITIONS AT THE PROJECT SITE. THE ARCHITECT OF RECORD HAS MADE NO MODIFICATIONS TO THIS SHEET OR THE INFORMATION CONTAINED WITHIN THEM AND CANNOT BE HELD RESPONSIBLE FOR THE ACCURACY OF THE CONDITIONS ILLUSTRATED. 80TE DATA U.S. HI2P1HWAY NO. 17 & 92 (S.M. 10 -CC" DUNMN DONUTSEX15nNC EXISTING E UNIONI FRIED SITE S DETENrDN POND E � DETENTION PONDt:arm � CHICKIENp SH ERVVIN VVILLIAM4S SITH i a j I a E>csn4c r DEITNnON POND / SE MIIN OLE CCUNIVY � 8CI'4C®L ECAR® Lo EXISTING SHOPPING CENTER SITE AREA: 40.9 AC,+ OUT PARCEL AREAS: CV V) WENDYS SITE: 0.94 AC.* FIRST UNION SITE 0.72 AC.* KFC SITE: 0.79 AC.* TOTAL SHOPPING CENTER WITH OUT PARCELS: 43.35 AC.* PROPOSED ADDITIONAL RETENTION AREA: 6.12 AC.+ VEAL PROPERTY: 4.12 AR* DR. SMITH PROPERTY: ZOO AC.* TOTAL SHOPPING CENTER W/ OUT PARCELS F� LCI & ADDITIONAL NEW RETENTION: 49.47 All-* AREA PROPOSED TO BE DEDICATED TO CITY: AMERICANA BOULEVARD: 2.09 AC.* POND ON DR. SMITH PROPERTY: 2.00 AC.t WAL-MART LAND AREA TO BE PURCHASED: KIMCO SITE AREA: 19.39 AC.+ VEAL SITE AREA: 3.76 AC.f DR. WIN SITE AREA: 2.00 AC.+ TOTAL: 25.15 AC.* EXISTING BUILDING AREAS, EXIST. SHOPPING CENTER RETAIL AREA (NOT INCLUDING WAL-MART} 208,956* S.F. EXIST. WAL-MART BUILDING AREA: 104 680* S.F. DOST. WENDYS BUILDING AREA: 3,725* S.F. EXIST. FIRST UNION FILRDING AREA: 2,870+ S.F. EXIST. KFC BUILDING AREA: 4,344* S.F. TOTAL SHOPPING CENTER AREA (INCLUDING WAL-MART & OUT PARCELS} 324.381+ S,F. PROPOSRD BLI, IDtWX„LAWAL PROP. WAL-MART EXPANSION AREA: 107,063# S.F. PROP. WAL-MART SEASONAL BOX: 4,982* S.F. TOTAL PROP. SUPERCENTER AREA: 211,783* S.F. EXIST. SHOPPING CENTER RETAIL AREA 61,438* S.F. TO BE REMOVED: EXIST. SHOPPING CENTER TO REMAIN: 147,516* S.F. (NOT INCLUDING WAL-MART) PROP. NEW RETAIL SPACE: 8,500* S.F. TOTAL PROP, SHOPPING CENTER BUILDING AREA (INCLUDING WAL-MART SUPER CENTER} 367,761* S.F. PROP. U.S. HWY. 17-92 WTPARCELS (2 O 6,5000 S.F. EACH}. 13,000 S.F. TOTAL PROP. SHOPPING CENTER BUILDING AREA (INCLUDING WAL-MART SUPER CENTER & OUTPARCELS} 391,528* S.F. PARKING INFORMATMi PARKING REQUIRED BY CITY OF SANFORD : (1 SPACE/200 SF) 387,781 S.F. / 200 S.F. - 1,839 SP. PARKING PROVIDED: 1,655 SPACES OVERALL RATIO - 4.50 SP. / 1000 S.F. (BASED ON TOTAL BUILDING AREA OF 367,761 S.F.) WAL-MART PARKING: 960 SP. O 4,53 SP. / 1000 SF. REMAINING SHOPPING CETITER PARKING: 695 SP. O 4.45 SP. / 1000 S.F. n I I I I I I I I I I I I I I I I m BUS TERMINAL 1 I I i PROPOSDiI[D LE(MEND HEAVY DUTY CONCRETE --- PROPOSED ASSOCIATIVE PARKING — HEAVY DUTY ASPHALT PROPOSED PATRON PARKING I i O DOSTNG FULL ACCESS LIGHT DUTY ASPHALT O EXISTING SIGNALIZED FULL ACCESS 0I8CCUN T VIII}~ SIVE i 044i'V. I PMBLox ' (TO BE PEPLACED BY ROSS) a I r 11 I PROPOSED WAL-MART PROPERTY LINE (TYP.) PROPOSED ASSOCIATE PARKING . (SHOWN DASHED) 209 SPACES >i g NOT PLATTED qp\ WESTEP.LY U4F. tF W b _ --I- 9h/`�� NW 1/4 Or SECTION '7 — --I— I m I%�D 12 -2o -v NW COP4ER OF 'HE SW 9 I:- _x ': I .I 1/4 OF SECnON 12 -20 -JO PROPOSED FCltNO 1/2' IPON POD :CAP LB f2ins t (DR. SMITH PROPERTY) \\ WETLAND CONTAINING ON \ 10.8 acres t Sw 1/4 10 I. X57 PROP09 SO MULTI-FAMJILY dlw9.tCTN1NAL W 71ANO UNF AS Rr# A0 tar OrngPS. ®tEKEL®MMUINIV / I ` 101 \ r t I \ S POSSIBLE WETLAND t ` i1N® CONTAINING\` s\ 100,16 m ` 27.6 acres t � I I iii S• \ \ 1 JUaISOICTIV L WETLAND UWE ED \ As ELAccO"'PS, ,461 T 3n X33 2a W 1 I I \ 1 \\ SANFCRC LAND GRANT 1 1 \ I \ X \ \ SOUTHEASTERLY MrKy OF WAY LP+E PER COB 1170. PACES M9 - 727 \ \ uPSD�CTIONAI WETLAND UNE \ \ \ f \ AS FLAGGED BY OTHEAt;. \ \ u•�, WETLAND .0, Y. �r CONTAINING ' '� `''''• WESTERLY RIONT OF WAY lr UNE PER OR9 1170, PACES 21.5 acres O CB.eN 3g JT Its - e27 I II• e N 14.25'00" E T 460•a� GOVERNMENT LOT 3 o�/� NOT PLATTED RIGHT OF �aaw�� a+ cv. •ate � w .`•'" cr a a. \ lop., •A A / O. O. VIAt os'-./ E WESTERLY RICHT OF WAY LINE PER 0P9 1170, PACES exB - eo GOVERNMENT LOT 2 -�..-- -''� OCT 1 Z 1999 XISTING SITE PLAN — 0 o CV V) O BMW RZ N j z OpY F_ � ir a o� F� LCI (DV)M w NO� 00 V) <0 wo wZ< W 0 ZQa,�,twA �0 � azoQSoa��ju�oj3a��c) O ir��$ ��wcr far LL_ a w��Fw��j�Z�rrLda Z QMolgboo~0Www� O �aa�0 � -ZZZo z 7d < ZN �a wo< CL 3 a 0C)L- N mmXF wo I U) Xo[�Nmo In z0!5,iHwffiamaP ISSUE BLOCK CHECKED BY: 7 DRAWN BY: MRS DOCUMENT DATE: 07/13/06 J Z 0 z L0 5Q NG 0 LL Z w 0 LL SITE PLAN SHEET: SP1 cU U 00 O I v1 Z O F -- LU J W C] Z Q W CU Z CU V) s0 0 .2' O / V) E V O n c O U c U U J LL U V) r - LO O U � O LOE W CO ;7 J E U U CO 0) CL 17'-9 21 IebN 30" CAPS 22 1/2" (44.38 SQ. FT.) 30$p 1i LO W LOWER CASE FVETICA MEDIUM STUD MOUNT PLASTIC LETTERS PRICES" SIGN 4 1/4" = -0r, 20'-2" '0� u oa u, w N 21 ter V- 17 (50.42 SQ. FT.) 30" CAPS 22 1/2" LOWER CASE HELVETICA MEDIUM STUD MOUNT PLASTIC LETTERS (`-�430 "FOOD CEN TER" -SIGN- 1/4" = 1'-0" NEW SIGNAGE SCHEDULE \GE EXISTING SIGNAGE SCHEDULE COLOR INDIVIDUAL AREA FRONT SIGNAGE QTY COLOR INDIVIDUAL AREA TOTAL AREA FRON- 123.00 7' WAL*MART 1 WHITE 392 SF 392 SF 4' WAL*Mf 146 36" SUPERCENTER 1 YELLOW 87.94 SF 87.94 SF 12" SUPEF WHITE 30" Food Center 1 WHITE 50.45 SF 50.45 SF 30" Food SF 30" Low Prices 1 WHITE 44.38 SF 44.38 SF 30" Low F NEW SIGNAGE SCHEDULE \GE QTY COLOR INDIVIDUAL AREA TOTAL AREA SF 1 WHITE 123.00 SF 123.00 SF 'R 1 YELLOW 22.50 SF 22.50 SF 146 1 WHITE 50.42 SF 50.42 SF 1 WHITE 44.38 SF 44.38 SF 30" We Sell For Less 1 WHITE 68.20 SF 68.20 SF N a Dox 84" ALWAYS 2 RED 146 SF 292 SF (Dv):2 18" Bakery 1 RED 10.25 SF 10.25 SF 18" Deli 1 RED 5-301 SF 5.30 SF 18" Meat 1 RED 6.84 SF 6.84 SF 18" Produce 1 RED 11.87 SF 11.87 SF 18" Pharmacy 1 RED 14.59 SF 14.59 SF 18" 1 -Hr. Photo 1 RED 16.50 SF 16.50 SF 18" VISION CENTER 1 RED 10.25[L 10.25 SF TOTAL FRONT SIGNAGE 1010.57 SF TOTAL FRONT SIGNAGE 240.30 SF TOTAL BUILDING SIGNAGE 1 1010.571 SF TOTAL BUILDING SIGNAGE 240.301 SF GENERAL NOTES 1. REPLACE ALL EXISTING 7'-0" "WAL-MART" LETTERS WITH 5-0" LETTERS AND 2'-0" "SUPERCENTER" AS SHOWN ON ELEVATION 1-A1.1, DETAILS AND SCHEDULE. 2. ALL NEW "SUPERCENTER" SIGNS TO BE STUD -MOUNT, NOT LIGHTED. REF. DETAILS. 3. REPLACE ALL EXISTING 3'-0" "SUPERCENTER" SIGNS WITH A 2'-0" "SUPERCENTER" SIGN. REF. ELEVATION 1-A1.1 AND SCHEDULE, 4, EXISTING BANK, FOOD, HAIR CARE AND NAIL SALON TENANT SIGNS TO REMAIN. DO NOT REMOVE TO PAINT. AREA OF TENANT SIGNAGE NOT CONSIDERED IN THIS SCHEDULE. (TENANT SIGNAGE IS PERMITTED SEPERATELY). 5. MISCELLANEOUS SIGNAGE. (I.E. OPTICAL AWNING SIGN) NOT ADDRESSED IN THIS SCHEDULE. COORDINATE WITH JASON TURNER (479-204-0506). 6. REMOVE ALL LOGO SIGNAGE, I.E. "PENNZOIL", "VALVOLINE", "QUAKER STATE", AND "BETTER HOMES AND GARDENS." 7. PATCH AND REPAIR EXISTING EXTERIOR WALL SURFACES AS REQUIRED BY SIGNAGE REMODEL WORK. 8. JUNCTION BOX, CIRCUIT AND FINAL TERMINATION FOR EACH LIT SIGN PROVIDED BY WAL-MART GENERAL CONTRACTOR. COORDINATE WITH SIGN CONTRACTOR. (REFER ELECTRICAL GENERAL POWER NOTES) 9, INSTALL SIGNAGE PER MANUFACTURER'S SPECIFICATIONS FINISH SCHEDULE P3 SW1504 "NOBILITY BLUE" P37 SWO046 "WHITE HYACINTH" P38 SW6102 "PORTABELLO" P39 SW6122 "CAMELBACK" 7'-118" 30'-104" A bor%mrff (22.50 SQ. F7.) !%mF® 15'-0" ff m � It -14 r 1 i, '� 1 „ k' 32 NOTE: INDIVIDUAL f.mpmff�WAL-MART LETTERS ARE INTERNALLY LIT 7'-11„ 4'-0" "WAL-MART SUPERCENTER" SIGNAGE 1 /4" = 1'-0" PLANS REVIE'W'ED elTV f1C C A Utf%nn FRONT ELEVATION W a o0 V) o� t:aZ wo Za W Fzz QQO�V Lw �w� ¢aWwviaLj �cc.> a a ?- Ed ZOW a. ZI c W � t7NF>((7JZVlar L�-,08!2z)O Wa w Vl� C', n L�7�w� Z aCi ooww V�o0 ocnw�aZ oez Q Zak l.O1m0.�wa�aFzN� +� F- 4 F- }�}�,, V W C)0 LuFwgL'iW0 Ww OOU wVlmaW� U_pw0T In �V)12V)ULLJ ZOJQ6VlaLL, - Cii (Z) Ln m 24 0 z-l=z O C) W 0 c�z F- 0 0 Ga c') pq 0 ISSUE BLOCK CFIECKED BY: DRAWN BY: MRS DOCUMENT DATE: 07/13/06 SIGNAGE ANDI ELEVATIONS r 1 SHEET: .1 Al -- /l�+� N �= w_ N N a Dox F0 ¢ a � 0 0-rr (Dv):2 W a o0 V) o� t:aZ wo Za W Fzz QQO�V Lw �w� ¢aWwviaLj �cc.> a a ?- Ed ZOW a. ZI c W � t7NF>((7JZVlar L�-,08!2z)O Wa w Vl� C', n L�7�w� Z aCi ooww V�o0 ocnw�aZ oez Q Zak l.O1m0.�wa�aFzN� +� F- 4 F- }�}�,, V W C)0 LuFwgL'iW0 Ww OOU wVlmaW� U_pw0T In �V)12V)ULLJ ZOJQ6VlaLL, - Cii (Z) Ln m 24 0 z-l=z O C) W 0 c�z F- 0 0 Ga c') pq 0 ISSUE BLOCK CFIECKED BY: DRAWN BY: MRS DOCUMENT DATE: 07/13/06 SIGNAGE ANDI ELEVATIONS r 1 SHEET: .1 Al 0 a� a P39 0 Q CJ f� ,I w 0 J WllirlliiA w U Q 00Y o Fo <L P39 0 Q CJ f� ,I N LID 10 0 a WllirlliiA T Z z U Q 00Y o Fo w s ¢ a o�� D w w P39 ......... ......... ...... . .....,....,,._,....,....,,...........................................:.. Q CJ f� ,I N LID 10 0 a WllirlliiA T Z z U Q 00Y o Fo w s ¢ a o�� D w w . ,. E R U U O 0 C O Ir,Y'i U C]. V) N c9 O •N V> � C O 0 V) f� T) CO O P39 ......... ......... ...... . .....,....,,._,....,....,,...........................................:.. Q CJ f� ,I N LID 10 0 a WllirlliiA T Z z U Q 00Y Fo w s ¢ a o�� D w w R U N .O � n(O 0 N Ir,Y'i U C]. V) N c9 O O .3 Lr - P39 P39 PAINT EXISTING GUTTERS AND DOWNSPOUTS TO MATCH ADJACENT WALL COLOR (TYP.) P39 P39 SIDE ELEVATION - 3 (TYP.) [P37 REAR ELEVATION 1"=20'-O" ��)�.l !'1)��Ir�wr•+r SIDE ELEVATION- P39 ......... ......... ...... . .....,....,,._,....,....,,...........................................:.. Q P39 PAINT EXISTING GUTTERS AND DOWNSPOUTS TO MATCH ADJACENT WALL COLOR (TYP.) P39 P39 SIDE ELEVATION - 3 (TYP.) [P37 REAR ELEVATION 1"=20'-O" ��)�.l !'1)��Ir�wr•+r SIDE ELEVATION- P39 V) ori V)o� F= `�z wo wza � La 7da��ul6UAO';14 - 00 00 �¢ Zo a. oww � a >-oo �� O w ��J) xa��)Q: LL- EL 0 Z) -� Z ��ooWoo�o�lw`'' 0 :U� la � w�Q �0�0 cacao z=zoaaoz Z"OJ ¢ �4IZ`[aO'jUZQa 4 O4~ Fu F,w gwli)poEw �z w� F F- �1¢ozwmwL V)w�o Z' Ln O J,<V)4'maQ1- ISSUE BLOCK F7 I I CHECKED BY: DRAWN BY: MRS DOCUMENT DATE: 07/13/06 ELEVATIONS SHEET: A2 Q w �_. pW N LID 10 a WllirlliiA T Z z U Q 00Y Fo z � s ¢ a o�� o—� w V) ori V)o� F= `�z wo wza � La 7da��ul6UAO';14 - 00 00 �¢ Zo a. oww � a >-oo �� O w ��J) xa��)Q: LL- EL 0 Z) -� Z ��ooWoo�o�lw`'' 0 :U� la � w�Q �0�0 cacao z=zoaaoz Z"OJ ¢ �4IZ`[aO'jUZQa 4 O4~ Fu F,w gwli)poEw �z w� F F- �1¢ozwmwL V)w�o Z' Ln O J,<V)4'maQ1- ISSUE BLOCK F7 I I CHECKED BY: DRAWN BY: MRS DOCUMENT DATE: 07/13/06 ELEVATIONS SHEET: A2 DESIGN NUTES 1) ADI) AND RELOCATE HEADS PER NFPA 13-1999 FOR AN ORDINARY HAZARD CROUP II MERCANTILE SPACE, WITH 130 S F, MAX HEAD SPACING, AREA NOT RECALCULATED - EXISTING HEADS HAVE BEEN REWURKED AND NO HEADS HAVE BEEN ADDED. 2) ALL WORK SHALL BE DONE IN ACCORDANCE W/ NEPA 13-1999 AND LOCAL CODES, 3) ALL HANGERS AND MATERIALS TO BE IN ACCORDANCE W/ NEPA 13-1999 4) NEW ARM -OVERS AND DROPS TO BE THREADED BLACK SCHEDULE 40 PIPE, 5) PIPE LENGTHS NOTED CENTER TO CENTER, 6) EXISTING HEADS ARE AT 14'-0" A,F,F, UNLESS NOTED OTHERWISE 7) HEADS ARE TO BE INSTALLED CENTER OF TILE; 8) FDC & INSPECTOR'S TEST ARE EXISTING, 1i]U,V1E`Whv 7) Z�;V/j V �� Sanford ire Pre ven ion Div. Date:/ o U Q SANFORD SUILDING DEPT, ��–yy-��I *THESE PLANS ARE REVIEWED AND CONDITIONALLY l._L_T ACCEPTED FOR PERMIT. A PERHrr ISSUED SHALL BE C:ONSTRUED'TO BF_ A LICENSE TO PROCEED WITH THE WORK AND NOT AS AU'T'HORITY TO VIOLATE, W CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL Ld ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- Dr–TION OF ERRORS ON THE PLANS, CONSTRUCTION U UR OTHER VIOLATIONS OF THE CODES. Q U 0 x W WIGInTOR "B 6°��9 MS DATE STATUS _INITIALS _ v�/IVz a _ 5U8MITTAL _ FAB & INSTALL AS-BUILTS 'E R. M I T # o ow RENOVATED TENANT SPACE FIRE PROTECTION PLAN WATER SUPPLY ABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS NO, DATE REVISION DESCRIPTION BY 4 KID CONNECTION @ WAL MART FLOW TEST FIRE PUMP = CENTERLINE SIZE LOCATION TYPE SYSTEM NO. LOCATION SYMBOL QUANTITY K—FACTOR THREAD TEMP. MAKE & MODEL TYPE FINISH ESC. in n t1t 0 f 1 3653 ORLANDO DRIVE DA TE OF TEST: RATED CAP l Y: = ELEVATION 1 ARM -OVER I DROPS SCH. 40 HAZARD NO. OF SPRINKLERS 24 1/2" 1IZ 155^ EXIS"TING SSP WHITE '2 PC, l FIRE PROTECTION SANFORD, FLORIDA 32773 1. ENGINEERINGINC.TIME 0F TEST: RACED PRESSURE. TOS = TOP 0F STEEL ALL THRD, FITTINGS& COUPS. D.. SPACING DENSITY Florida Certification of Authorization # 7977 DRAWN BY: SAS DATE: 4/30/03 STATIC PRESSURE: PUMP TYPE: G = GROOVED PIPE END K FACTOR DESIGN AREA Orlando, Florida E] Tampa, Florida 0 West Palm Beach, Florida SPRKS. ON JOB: 24� SCALE: -1/8" = V-0" (407) 831-3414 (813) 623-2333 Office (561) 540-4420 Office RESIDUAL PRESSURE: WELL PUMP T = THREADED PIPE END INSIDE HOSE GPM DISCHARGEAPPROVALS: CITY OF SANFORD Jacksonville; Florida El Miami, Florida (] Melbourne, Florida (904) 262-6107 (305) 888-2402 (321) 722-5585 GALLONS FLOWING: GPM AVAILABLE: F = FLANGED PIPE END OUTSIDE HOSE RESIDUAL PSI AT CUSTOMER NAME: TRI -RIVER DESIGN & CONSTRUCTION Ft. Myero, Florida Daytona; Florida CONTRACT N0. 2070088 SHEET N0. 1 OF 1 TESTED BY: PSI AVAILABLE: C—C = CENTER TO CENT R RACK GPM 24 RELOC. HE THIS SHEET 0 5/2/03 ISSUE FOR APPROVAL SAS 94t 278-5855 � �— ( ) (386) 257-4300 SYMBOL LEGEND SB01-------� EQUIPMENT INDICATOR P3 COLOR INDICATOR F3/A3 FULL AND PARTIAL SECTION INDICATOR EXTERIOR AND INTERIOR 8%A3 ELEVATION INDICATOR SALES P-6-6-1 ROOM NAME AND NUMBER A6 PARTITION TYPE INDICATOR 1aaA DOOR INDICATOR <3>WINDOW INDICATOR - COLUMN LINE INDICATOR 1-6 100'-0" HEIGHT ELEVATION INDICATOR FF EL PLAN ELEVATION INDICATOR 5 A2 ENLARGED DETAIL INDICATOR 5 Al DETAIL INDICATOR DETAIL NAME SCALE CODE INTERNAL INFORMATION ONLY w D to r MERCHANDISE FIXTURES BY WAL-MART - TYPICAL N 5/8" GYPSUM BOARD ON 6" METAL STUDS 0 EXISTING WINDOW SYSTEMS TO REMAIN— 63'-4" 43'-5" lot -01) 01 5/8" GYPSUM BOARD ON BOTH SIDES OF 6" METAL FRAMING POCKET - POCKET PROVIDED -� BY DOOR MANUFACTURER AND INSTALLED BY GENERAL CONTRACTOR PER DOOR MANUFACTURER REQUIREMENTS TV MOUNTED BRACKET - RE: 9/A5 MERCHANDISE FIXTURES BY l WL -MART - 9'-11" OCO ATE HERSHEY JELLY BELLY HARMONY B ACHS COLO !WORKS - V I U T �WY EXISTING WALLS TO REMAIN I ! 0 I I AREA 1 A5 4/A2 221-2" i� I 103 - ^ 11' 1�„ _ 0 - 1 - 40 I I ' 12 1/A4.1 I i(NKKPINNER WONDER4/A4 B6 RACK BALL a ry II NEW aOil .,. N C �� CANDY SALES • 4—I 1 �_____ 100A i i 100 I 10 I I � rOLLIPOP TREE i L= KID CONNECTION CHECKOUT BY 5/A4.1 L.A. DARLING AND INSTALLED BY GENERAL CONTRACTOR .__ 4/A4.1 � '` � ' NEW HIGH I EXISTING DOOR AND FRAME I i TO REMAIN WELD THE DOOR DINING AREA SHUT - INSTALL A SIGN ON Q 12 EXTERIOR SIDE OF THE DOOR I THAT READS "THIS IS NOT AN EXIT" REPAINT TO MATCH EXSITING AS REQUIRED 7/A41 --_- REQUIRE NEW % SERVICE AREAL 1 I^ I 1 A 02` ¢ 3/A5 12 i -------- \\ BNEW 3'-0" X 7'---0" HOLLOW _ 104A METAL DOOR AND NEW ��`' _ _ — Iz_.._ __--- _ A — — HOLLOW METAL FRAME. - _ _ _ RE, 6, 7, 8/A5 5/A2 U00 In 3 A4.1 30-0„ 3,_0., ._ -._-_. co a I. NEW 1 II SERVICE '' 104 -4- I 3/A5 � CORRIDOR//vS: ►� 12 C3 Qo. 'tea ._._...,.�, �,�.............-.._.-._.___.._-......_._.....-..._..__._,...... ,_._..._-� ____._..-�� ,-.-. .._�..- ...a'�._...�'.. `--MERCHANDISE FIXTURES BY WAL-MART- ... ----- v --- TV MOUNTED BRACKET - RE: 9/A5 EXISTING WALL TO REMAIN INFILL EXISTING WINDOW OPENING WITH 6" METAL STUD FRAMING AT 16" U.C. WITH 1/2" GYP. NEW 3' -0"x7' -O" BOARD ON BOTH SIDES TO MATCH EXISTING - CASED OPENING PAINT EXTERIOR TO MATCH ADJACENT WALLS 630_4" 3 2.8 wLL a 7gZi AOW acv: w wc>:Fzo-1 '�` C) �� m0�a] a�w <wmo�Q Z h= cazv�c> �Uac�� z> 60 ZQZ �Qa I�ay17 VI j� F-�ooi5<0U o�'�zo aa�(Anam rr7 i � F-, GUMMY/ CHEWY PEZ/ SPIN POPS/ BARBIE/ WONKA OP TOnERS GALERIE M&M GIFT I LICENSE/ I NOVELTY KIDS CANDY ZONE -2 KIDS I ZO E - 1 I 3/A5 � CORRIDOR//vS: ►� 12 C3 Qo. 'tea ._._...,.�, �,�.............-.._.-._.___.._-......_._.....-..._..__._,...... ,_._..._-� ____._..-�� ,-.-. .._�..- ...a'�._...�'.. `--MERCHANDISE FIXTURES BY WAL-MART- ... ----- v --- TV MOUNTED BRACKET - RE: 9/A5 EXISTING WALL TO REMAIN INFILL EXISTING WINDOW OPENING WITH 6" METAL STUD FRAMING AT 16" U.C. WITH 1/2" GYP. NEW 3' -0"x7' -O" BOARD ON BOTH SIDES TO MATCH EXISTING - CASED OPENING PAINT EXTERIOR TO MATCH ADJACENT WALLS 630_4" 3 2.8 wLL a 7gZi AOW acv: w wc>:Fzo-1 '�` C) �� m0�a] a�w <wmo�Q Z h= cazv�c> �Uac�� z> 60 ZQZ �Qa I�ay17 VI j� F-�ooi5<0U o�'�zo aa�(Anam ISSUE BLOCK 1 04/2.5/03 CCR #1 CHECKED BY: WCs DRAWN BY: WCs DOCUMENT DATE: 03-03-03 r AOR PLAN AND rr7 i � F-, Q � � U CD m 0 L 00 cz LLJ ISSUE BLOCK 1 04/2.5/03 CCR #1 CHECKED BY: WCs DRAWN BY: WCs DOCUMENT DATE: 03-03-03 r AOR PLAN AND Cn <r rr) EQUIPMENT SCHEDULE V = VENDOR CC - GENERAL CONTRACTOR WM = WAL-MART AS = AIR SYSTEMS ITEM NO. QTY. DESCRIPTION MANUFACTURER MODEL NO. INSTALL BY HOOK UP BY SUPPLY BY SB01 1 ICEE MACHINE THE ICEE CORPORATION RTA SSW 1 V GC WM SB02 1 POPCORN MACHINE GOLD MEDAL 2214WM AS GC AS 51303 2 P.O.S STATION NCR ECM 7454 4694 W _ WM - GC WM SB04 1 HOT DOG GRILL W/ SNEEZE GUARD_._.__.___..__ ROUND UP -� - HDO-1 0A AS GC AS SBO5 1 HOT DOC BUNN WARMER COLD MEDAL 8117 AS GC AS SB06 1 PRETZEL DISPLAY J & J SNACK FOODS 304 AS GC AS SBO8 1 DECAF WARMER BUNK RWS1 AS GC AS m SBO9 1 ^^`» COFFEE BREWER BUNN SINGLE AS W.. GC AS SB10 1 ICED TEA DISPENSER BUNN PTD4 AS GC AS S1311 2 7 qt, WARMER AP WYOTT RW -1V AS GC AS SB16 1 MICROWAVE OVEN AMANA CRC,18T2 AS GC mAS SB21 1 3 COMPARTMENT SINK UNIVERSAL s*rAINLESS 3N -18-2D18 AS GC AS SB24 1 3 DOOR UPRIGHT FREEZER TRUE T -72F _._..- x AS GC AS SI325 2 WIRE SHELVING (4 SHELVES) METRO 1848NK2 AS GC AS SB31 2 CABINETS (36" UPPER) AIR SYSTEMS INC, -- AS GC AS SB37 1 CLEANING SUPPLY CABINET (24" UPPER) AIR SYSTEMS INC. -- AS GC AS SB43 1 COOKIE DISPLAY OTIS SPUNKMEYER E002 AS GC AS SB54 1 DOUBLE TRASH CAN AIR SYSTEMS DOUBLE TRASH AS GC AS - SB73 1� PIZZA DISPLAY HATCO FSOT-m-IX-4TCR AS GC AS SB80 2 MILK SHAKE MIXER HAMILTON BEACH HAM ----94950 AS GC AS SB81 1 COUNTERTOP SODA DISPENSER REMCOR ENDURO 150 V GC WM SB82 1 ICE CREAM DIPPING DISPLAY MASTER---BILT DD -26 AS GC AS SB83 1 FOUNTAINETTE RANDELL 68 AS GC AS S884 1 ICE FLAKER SCOTSMAN, AFE400A-1A AS GC AS SB85 1 FLASH BAKE OVEN VULCAN VF812 AS GC AS S886 1 CAPPUCCINO MACHINE CECILWARE GB2LP—LD AS CC AS S1387 1 COOKIE OVEN OTIS SPUNKMEYER OS1 AS GC AS SB88 2 SCALE HOBART PPTY—M30SB/P AS GC AS SB89 1 SINGLE DOOR FRIDGE TRUE — T -23F AS CC AS SB90 1 2 DOOR ICE CREAM FREEZER TRUE T- 49F AS GG AS SB91T — 1 STAINLESS STEEL TABLE TRUE TWT -60 AS GC AS SB92 1 SODA BAG AND SOX AND 002 TANK COKE N/A V GC WM PRODUCTS FURNISHED BY DESCRIPTION FURNISHED BY INSTALLED BY VENDOR MERCHANDISE FIXTURES WAL—MART WAL—MART WAL—MART TABLES, CHAIRS, BOOTHS AND STOOLS AIR SYSTEMS AIR SYSTEMS AIR SYSTEMS KID CONNECTION CHECK OUT L.A. DARLING GENERAL CONTRACTOR L.A. DARLING CONDIMENT COUNTER AIR SYSTEMS. AIR SYSTEMS AIR SYSTEMS T.V. MONITOR AND CABLE WAL—MART WAL—MART WAL—MART T.V. MONITOR BRACKET C.C./L.A. DARLING GENERAL CONTRACTOR LA, DARLING T.V. BRACKET INSTALLED BY GENERAL CONTRACTOR AND MONITOR AND CABLE INSTALLED BY WAL--MART - RE: 9/A5---\ CHOCOLATE HERSHEY JELLY BELLY HARMONY BRACHS COL.ORWORKS �v�- WONKPINNER TRUCK RACK NEW CANDY SALES LOLLIPOP TREE EQUIPM KID CONNECTION CHECKOUT BY L.A. DARLING AND INSTALLED BY GENERAL CONTRACTOR WONDER BALL F1 a (3) 30" TABLES BY L AIR SYSTEMS i SB82 S604 (12) CHAIRS BY AIR <=c SYSTEMS ---J 1 / SB80 SBI 1 SBO6 f • . • \ SB83 C 0 �h Li I y SB81 h � SB86 SB08 � NEW ss09 _ DINING AREA III ` . a�� sato 101---_----��.- ' gBO3 0 °c I NEW SERVICE AREA ( !r 102 1 \ (10) 30" SODA FOUNTAIN STOOLS BY AIR SYS fEMS (`� \ \ /i — --_ NEW SERVICE COUNTER —-- RE: 6/A4....__.,......_. (3) BOOTHS BY AIR 000 SYSTEMS ENT PLAN. T.V. BRACKET INSTALLED BY GENERAL CONTRACTOR AND MONITOR AND CABLE INSTALLED BY WAL-MART - RE: 9/A5 PROVIDE MOP/BROOM RACK FOR PROPER 'STORAGE OF MOPS AND BROOMS -- PROVIDED AND INSTALLED BY WAL—MAR-f NEW UTILTY AREA 103 NEW SERVICE CORRIDOR 1U4 SB$9 SB90 5825 SF325 NEW HAND SINK — RE: PLUMBING NEW PREP SINK --- RE: PLUMBING NEW HAND SINKS — RE: PLUMBING NEW MOP SINK — RE: PLUMBING WRXXXXAI."I.DWG � � {\7✓J N � n "� G GUMMY/ CHEWY PEL/ �SPIN POPS/ WONKA P TOPPER` BARB#E/ GALERIE M&M GIFT :LICENSE/ NOVELTY KIDS CANDY Z.ONE-2 KIDS ZONE - 1 ENT PLAN. T.V. BRACKET INSTALLED BY GENERAL CONTRACTOR AND MONITOR AND CABLE INSTALLED BY WAL-MART - RE: 9/A5 PROVIDE MOP/BROOM RACK FOR PROPER 'STORAGE OF MOPS AND BROOMS -- PROVIDED AND INSTALLED BY WAL—MAR-f NEW UTILTY AREA 103 NEW SERVICE CORRIDOR 1U4 SB$9 SB90 5825 SF325 NEW HAND SINK — RE: PLUMBING NEW PREP SINK --- RE: PLUMBING NEW HAND SINKS — RE: PLUMBING NEW MOP SINK — RE: PLUMBING WRXXXXAI."I.DWG r 000 ¢Ld �n�W� ez r- �d o N�d¢��azsvM.a oajjac'(np s62<ww OfL<< ajw�O-ir. � "= (D 3:010 a ��fz aoo F- ��-m ac :03P _4 �P m L N tiaP�Z Z � W2w ZU V) oz0ozn 4R! am aoa.6caI,-M � � {\7✓J N � n "� G Q 1131 �4 raj u 7 w as 0 o N p co U O n U r 000 ¢Ld �n�W� ez r- �d o N�d¢��azsvM.a oajjac'(np s62<ww OfL<< ajw�O-ir. � "= (D 3:010 a ��fz aoo F- ��-m ac :03P _4 �P m L N tiaP�Z Z � W2w ZU V) oz0ozn 4R! am aoa.6caI,-M ISSUE BLOCK I 04/25/03 _ CCR #1 r CHECKED BY: WCs DRAWN BY: RGS DOCUMENT DATE: 03-03-03 0 [EQUIPMENT PLAN AND EQUIPMENT SCHEDULE SHEET: All � I Q 1131 �4 raj p co O 44 00 O Q �a -w G V C ISSUE BLOCK I 04/25/03 _ CCR #1 r CHECKED BY: WCs DRAWN BY: RGS DOCUMENT DATE: 03-03-03 0 [EQUIPMENT PLAN AND EQUIPMENT SCHEDULE SHEET: All N 2 c: •.� v� v r!> CA I cc 4 N aC3 Ln I PLASTIC LAMINATI WITH ALUMNUM E 4" RUBBER BASE B1 (N.I.C.) FOR SERVICE COUNTER SECTION REFERENCE ONLY 1-1/21 1,-0,> KC-12.DWG �l 6" x 20 GA. METAL STUD KICKER AT 48" O.C. - ATTACH TO TOP TRACK AND TO ROOF STRUCTURE CEILING HEIGHT 11 -6 NEW 24"x24" SUSPENDED ACOUSTIC TILE CEILING CEILING HEIGHTfjk 9 -6 3/4" PLYWOOD BLOCKING IN WALL FOR MENU BOARD FIRE RETARDANT WOOD BLOCKING AS REQUIRED FOR MENU BOARD MOULDING HEIGHT w 6„ MTL STUD CHAIR RAIL MOULDING AT 5'-4" AFF - RE: MOULDING SCHEDULE A2 /- 5/8" GYP BOARD FRP TO 11'-6" AFF LAMINATE TO CHAIR RAIL NOTE: �- AT BACK COUNTER INTERIOR OF ALL CABINETRY TO BE WHITE MELAMINE -- -�TYPICAL 2'-6" PLASTIC LAMINATE - BACK COUNTER AND -3/4" X 1 1/2" SOLID BACKSPLASH PL2 WOOD NOSING -PL2 ADJUSTABLE SHELVING ON HEAVY DUTY STANDARDS --CABINETRY SUPPLIED BY AIR SYSTEMS 1. GENERAL CONTRACTOR TO CALL AND SCHEDULE INSTALLATION OF EQUIPMENT AND CABINETRY WITH AIR SYSTEMS. 2. ALL WOOD BLOCKING AND PLYWOOD TO BE FIRE RETARDANT. 3. ALL MILLWORK AND LAMINATE PROVIDED AND INSTALLED BY AIR SYSTEMS. 4. ALL RUBBER BASE AT MILLWORK TO BE SUPPLIED AND INSTALLED BY AIR SYSTEMS. SACK COUNTER SECTION 1 1/2" = V-0" 4" RU88ER BASE B1 (NIC) FOR REFERENCE ONLY KC20.DWG a c I C 2?-3?1 5" SERVICE COUNTER CUT OU TERTOP BEYOND TIC LAMINATE TOP ALUMINUM EDGE NUOUS _ SUPPORT /4" PLYWOOD )ND) PLYWOOD CABINET BEYOND 113BER BASE 81 (N.I.C.) FOR REFERENCE ONLY T SECTION KC13.DWG CONDIMENT COUNTER S ECTION"'R REFERENCE ONLY 1 1/2" = 1'-0" c i KC-14.DWG of n OTIC LAMINATE TOP ALUMINUM EDGE WOOD BLOCKING STABLE SHELVING EAVY DUTY )ARDS PLYWOOD WOOD STUDS 0 C. IBBER BASE B1 DIA. EXPANSION OR BOLT @ 48" FOR REFERENCE ONLY HANDICAP CSECTION ENLARGED SERVICE COUNTER KC31.0W03 6 3/4" = 1'-0" 00 N m 2/A4 TYPICAL 1 1/2" = 1'-0" Ism 5' - 0" STORAGE UNDER COUNTER --------------------------- 2'-6" WR2113A4.DWG T� %2, x U - - 2"x4" WOOD BLOCKING VJ ADJUSTABLE SHELVES ON HEAVY DUTY - 3/4" PLYWOOD STANDARDS - ` '' - - -•--72"x4" WOOD BLOCKING —1/2" DIA. EXPANSION WOOD BLOCKING - ANCHOR BOLT Q 48" TYPICAL 0. C, 4" RUBBER BASE - 4" RUBBER TEASE B1 CE) --- CONDIMENT COUNTER S ECTION"'R REFERENCE ONLY 1 1/2" = 1'-0" c i KC-14.DWG of n OTIC LAMINATE TOP ALUMINUM EDGE WOOD BLOCKING STABLE SHELVING EAVY DUTY )ARDS PLYWOOD WOOD STUDS 0 C. IBBER BASE B1 DIA. EXPANSION OR BOLT @ 48" FOR REFERENCE ONLY HANDICAP CSECTION ENLARGED SERVICE COUNTER KC31.0W03 6 3/4" = 1'-0" 00 N m 2/A4 TYPICAL 1 1/2" = 1'-0" Ism 5' - 0" STORAGE UNDER COUNTER --------------------------- 2'-6" WR2113A4.DWG w O Ltj -L2 u woo D 4Ld C] F-irWV1�SZ a aoW°via�,�¢raQ LL aa¢0�v�w`E�w�w ti oma' Qw��s�u�¢ CL Qa�WµW��ww2wQ 0�+-QWaa�L�i'W V) �or��zc��ssaawon.m �4 CD � W �CD < O Lo CD O Z 0 I.— pq WAJ Q 1ISSUE BLOCK /1\104/25/031 CCR #1 CHECKED BY: WCs DRAWN BY: RGS DOCUMENT DATE: 03-03-03 4 SHEET: A4 ', T� %2, x U VJ W U P� . w O Ltj -L2 u woo D 4Ld C] F-irWV1�SZ a aoW°via�,�¢raQ LL aa¢0�v�w`E�w�w ti oma' Qw��s�u�¢ CL Qa�WµW��ww2wQ 0�+-QWaa�L�i'W V) �or��zc��ssaawon.m �4 CD � W �CD < O Lo CD O Z 0 I.— pq WAJ Q 1ISSUE BLOCK /1\104/25/031 CCR #1 CHECKED BY: WCs DRAWN BY: RGS DOCUMENT DATE: 03-03-03 4 SHEET: A4 ', EXISTING 3" VENT PIPING. FIELD VERIFY EXACT LOCATION. d Mr GENERAL PLUMBING NOTES 15.404 15.409 4" 4, FCO____ S4N 4» 15.410 15.405 15.414 11 r FCO'0- NEW CANDY SALES "V FCO ETR 4" V 3"V 'D 3 4" 15.405 15.409 4/" 15.410 EXISTING 4" GREASE WASTE. FIELD VERIFY EXACT LOCATION AND 3"V DEPTH. 15.408 4" "VS -5 SB21 ee ,1� 1 2»V P3 EXISTING 4" SANITARY WCO SEWER. FIELD VERIFY EXACT LOCATION AND DEPTH. s 15.403 / 9� 15.408 4" 15.410 SP 5.403 2"V -� J /I 52 ,' SS3 SS3 13 2"V SS1 WASTE & VENT RISER NTS EXISTING 3" VENT PIPING. FIELD VERIFY 15.414 15.414 15.409 15.414 EXACT LOY�TION. 15.405 15.405 . ,,..,,.., . �.._......_ ......w._..,.. __..y_".W..... ..,�.�,. F � -._...__.._.-.,. "ra v.^eff....ro vv' -•^r^ ..�. nwi��r .�a@�fi�1�......,.. EXIS1;iNG e 15.404 � 4� 4 ""!"3Jf"7"77•'9`y'Y'7:h`id'o".J'.F"f 7'7717'.x".7"e:...i�-i7 �'�. 1, 4,.,,� f � �i i�•. �.+y-.�w.iSa..,. i, rr.e r,. -es r.t. �.rr. rr,.r✓. I M,,,•,.,,,.� �, r_ FCO + Owl; ETR P3v, $+4tkti, SB21 15.410 FD -3 411 ..1:.:.x „ 15.405 4 K r` 15.408 ETR aµ V 3ePV. FID 1 i SB81 �- 15.405 �� FS -8 / , g /1 SB84 ✓� ' �4'Me,� �w SB821.. 3 ; 15.410 ' _ ) 4» ��..".. 15.408m�,. . FCO ETR 1) 6" SCHEDULE 40 PVC �M PIPES WITH LONG RADIUS ✓ N, 4 45' ELBOWS AT EACH END j'i F`ro.a P3 TO ACT AS CONDUIT FOR to � BEVERAGE LINES. I o NEI,,',, - 2"V /, +o FS -5 SS4 DINING A,° ,,.,:� ° �r AREA (�FS-8� ,. J 211V . + e's$ NEW .. •' 1 NEW SB86 UTILITY ., SERVICE AREA ..._ d,..w AREA N t, 3 r? 7A y • 15.408 /h/°,.,..., '�'�,R• �`1 �`4,9•� ; M_."...,,...M,..«....,.._.........« ,,.^aSa. .._....».,. ...«....._. � S S 1 �ra,p"r ( .I/ mow.. � 4 ""� ✓ ji .......... ... ..... ........., ....._ C), SCALE: 1/4"=l' -O" �i NEW SERVICE CORRIDOR ._�..".._V 15.410 15.409 4r, EXISTING 4" GREASE _ WASTE. FIELD VERIFY r EXACT LOCATION AND DEPTH. 15.408 3"V - 2"V WCO P3 (TYP.) 3" 15.403 5.408 IV EXISTING 4" SANITARY I 'I SAN SEWER. FIELD VERIFY EXACT LOCATION AND DEPTH. I 15.410 NOTE EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS 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 DISCIPLINES AND EXISTING CONDITIONS. CONTRACTOR NOTES 1. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED AREA. THE FAILURE TO ACQUAINT THEMSELVES WITH THESE DOCUMENTS DOES NOT RELIEVE THEM OF ANY RESPONSIBILITY FOR PERFORMING THEIR WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS INFORMATION. 2. ALL QUESTIONS RELATED TO THE WORK INVOLVED SHALL BE DIRECTED TO THE STORE PLANNING DEPARTMENT OF WAL-MART. 3• ALL QUESTIONS RELATED TO THE BIDDING AND CONSTRUCTION OF THIS PROJECT SHALL BE DIRECTED TO THE WAL-MART CONSTRUCTION MANAGER. ®ww cr} w 1<" +x w C4 w Z a 8� ZOO � Wiz o - E3 iz oo> Ld oEV,t: aZ W 2� � �t-�a z col:o J(L/2 U N Q UV QQ 20 Mm"ziflo-w 0 1tnV1o0vt�ww->- vtc?w ,00�aw' � 0 3W,aQO oz o ¢zza ¢a a N a¢tF-wFE'Or.-S�s�600oNz�WUH0zooBz�0LdMWg V)SE ISSUE BLOCK A I CCR#1 1 04/25/03 CHECKED BY: MEF/CC DRAWN BY: SKG DOCUMENT DATE: 03/03/03 WASTE & VENT PLAN & RISER PLUMBING KEYNOTES GENERAL PLUMBING NOTES 1. GENERAL NOTES ARE APPLICABLE TO ALL 15.403 CONNECT TO EXISTING SANITARY PIPE PLUMBING WORKING DRAWINGS. OF EQUAL OR LARGER SIZE. VERIFY SIZE, 2. STORE MUST BE KEPT OPERATIONAL. ARRANGE LOCATION, ELEVATION, AND FLOW ALL WORK TO KEEP DISRUPTIONS TO DIRECTION AT SITE. OPERATIONS TO A MINIMUM. COORDINATE 15.404 CONNECT TO EXISTING VENT PIPE OF DISRUPTIONS WITH THE WAL-MART CONSTRUCTION MANAGER AND WAL-MART EQUAL OR LARGER .SIZE. VERIFY SIZE MECHANICAL SERVICES CONSTRUCTION MANAGER. AND LOCATION AT SITE. 3. COORDINATE ALL WORK WITH OTHER TRADES. 15.405 PROPERLY CAP, PLUG AND CONCEAL VERIFY CONDITIONS BEFORE FABRICATING ANY PIPING LEFT IN PLACE. CAP DUCTWORK. ABANDONED SEWER PIPING A MINIMUM OF 8" BELOW FINISHED FLOOR, PATCH 4. FURNISH AND INSTALL ALL MATERIALS FOR A AND REPAIR SLAB, RE: ARCHITECTURAL COMPLETE INSTALLATION IN ALL RESPECTS, PLANS. REMOVE UNUSED WATER AND READY FOR INTENDED USE AND IN STRICT VENT PIPING ABOVE CEILING AND CAP ACCORDANCE WITH ALL STATE AND LOCAL CODES REMAINING PIPE. AND MANUFACTURER'S RECOMMENDATIONS. 15.408 CUT AND PATCH EXISTING CONCRETE COORDINATE WITH EXISTING AND NEW CONSTRUCTION. PAY ALL NECESSARY FEES AND FLOOR SLAB FOR INSTALLATION OF NEW PERMITS. UNDERGROUND PLUMBING PIPE. MATCH EXISTING CONSTRUCTION. 5. SANITARY SEWER PIPING SHOWN IS BASED ON 15.409 CONNECT TO EXISTING GREASE WASTE 1/4" PER FOOT FALL FOR ALL PIPING SMALLER THAN 4", AND 1/8" PER FOOT FALL FOR ALL OF EQUAL OR LARGER SIZE. VERIFY SIZE, PIPING 4» AND LARGER. VERIFY BUILDING LOCATION, ELEVATION AND FLOW SEWER LOCATION AND INVERT ELEVATION PRIOR DIRECTION AT SITE. TO CONSTRUCTION. 15.410 EXISTING PIPING TO REMAIN (VERIFY 6. LOCATE ALL FLOOR CLEAN -OUTS OUT OF LOCATION IN FIELD). TRAFFIC WAYS, WHILE MAINTAINING ACCESSIBILITY. LOCATE PER DIMENSIONS IF SHOWN ON PLANS. 15.414 REMOVE EXISTING PLUMBING FIXTURE, ADJUST CLEAN-OUT COVERS TO BE FLUSH WITH TYPE INDICATED, AS WELL AS ITS FINISHED FLOOR. PLUMBING SERVICE PIPES (HOT WATER, COLD WATER, WASTE AND VENT) BACK 7. TRAP SEAL PRIMERS ARE TO BE PROVIDED AT NO ADDITIONAL COST TO OWNER IF REQUIRED BY TO BEHIND REMAINING SURFACES OR AUTHORITY HAVING JURISDICTION. CONTRACTOR ACTIVE MAINS AND CAP THERE. REPAIR SHALL VERIFY REQUIREMENT. REMAINING SURFACES TO MATCH EXISTING WHERE REQUIRED. 8. PROVIDE ACCESS DOORS TO ALL INACCESSIBLE VALVES AND CLEAN -OUTS. 9. PLUMBING CONTRACTOR SHALL VERIFY EXISTING SEWER AND VENT PIPE SIZE AND ELEVATION AND SHALL VERIFY THAT PROPER SLOPES ARE AVAILABLE BEFORE CUTTING FLOOR SLAB FOR NEW SEWER PIPING. 10, FLOOR CUTS SHALL BE STRAIGHT AND CLEAN, REPLACE REMOVED SLAB WITH CONCRETE FLUSH AND SMOOTH WITH ADJACENT, COORDINATE WITH GENERAL CONTRACTOR, 11. PLUMBING CONTRACTOR SHALL PROVIDE ONE YEAR WARRANTY FOR PROPER SEWER SYSTEM OPERATION. COORDINATE ALL WORK WITH EXISTING AND NEW CONSTRUCTION. 12. EXISTING WATER AND SANITARY PIPING SIZES AND LOCATIONS HAVE NOT BEEN FIELD VERIFIED. THEY ARE TAKEN FROM ORIGINAL BUILDING PRINTS. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY LOCATIONS AND SIZES OF ALL EXISTING PIPING THAT IS BEING CONNECTED TO OR MODIFIED. 13, ROUTE PIPING WITHIN PARTITION WALLS. DOMESTIC WATER PIPING ROUTED IN EXTERIOR WALLS SHALL BE INSULATED TO PROTECT FROM FREEZING. 14. CAP ALL PIPING OPENINGS DURING CONSTRUCTION UNTIL FINAL CONNECTIONS TO EQUIPMENT AND ACCESSORIES ARE MADE. 15. NOT USED. 16, PROVIDE SCREW -ON TYPE BACKFLOW PREVENTER (WATTS #8A OR EQUAL) ON ALL THREADED HOSE OUTLETS. 17, INSTALL VTR'S, EXHAUST FANS AND FLUES A MINIMUM OF 60" FROM PARAPET WALLS AND 10'-0" MINIMUM FROM ROOF TOP EQUIPMENT WITH OUTSIDE AIR INTAKE. 18. DO NOT INSTALL PIPING WITHIN COOLER PANELS. INSTALL EXPOSED PIPING IN PREP AREAS A MINIMUM OF 1" FROM WALL AND 6" ABOVE FINISHED FLOOR TO ALLOW FOR CLEANING. 19. PROVIDE ESCUTCHEON PLATES FOR PLUMBING PENETRATIONS THROUGH GROCERY CEILINGS AND WALLS. 20. PROVIDE AIR TIGHT SEAL AROUND PIPING PENETRATIONS THROUGH COOLER/FREEZER WALLS AND CEILINGS. FINISH WITH ESCUTCHEON PLATE. 21. PROVIDE HEAT TAPE AND INSULATION ON ALL WATER AND DRAIN PIPING EXPOSED TO FREEZING. NOTE EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS 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 DISCIPLINES AND EXISTING CONDITIONS. CONTRACTOR NOTES 1. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED AREA. THE FAILURE TO ACQUAINT THEMSELVES WITH THESE DOCUMENTS DOES NOT RELIEVE THEM OF ANY RESPONSIBILITY FOR PERFORMING THEIR WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS INFORMATION. 2. ALL QUESTIONS RELATED TO THE WORK INVOLVED SHALL BE DIRECTED TO THE STORE PLANNING DEPARTMENT OF WAL-MART. 3• ALL QUESTIONS RELATED TO THE BIDDING AND CONSTRUCTION OF THIS PROJECT SHALL BE DIRECTED TO THE WAL-MART CONSTRUCTION MANAGER. ®ww cr} w 1<" +x w C4 w Z a 8� ZOO � Wiz o - E3 iz oo> Ld oEV,t: aZ W 2� � �t-�a z col:o J(L/2 U N Q UV QQ 20 Mm"ziflo-w 0 1tnV1o0vt�ww->- vtc?w ,00�aw' � 0 3W,aQO oz o ¢zza ¢a a N a¢tF-wFE'Or.-S�s�600oNz�WUH0zooBz�0LdMWg V)SE ISSUE BLOCK A I CCR#1 1 04/25/03 CHECKED BY: MEF/CC DRAWN BY: SKG DOCUMENT DATE: 03/03/03 WASTE & VENT PLAN & RISER 1 2" 15.402 �`f EXISTING 1 "CW & 140'HW PIPING, FIELD VERIFY EXACT LOCATION. \ _15.410 \\ 1 " 15.410 `r70. RUN 1 /2"FW1 AND HW WITHIN THE WALL BELOW COUNTERTOP. EXISTING 1 "CW & 1 /2"FW 1 SB83 SB81 3/4" 3/4"HW & CW DOWN IN WALL 3/4" (BYPASS) SB21 ' F 3/4" 3/4"FW ILTER `\ BM -2 `\ 15.417 1 /2" <_3(BYPASS)/4" a WATER RISERNTS I'll 2 3/4" 4"FILTER 3FW / IM -1 1/2 FW2 / 15.417 SB84 / 1" 3/4" 3/4" ` 1" 1/2"FW1 O SB01 3/4„ SS4 3/4„ 3/4"HW & CW DOWN IN S�S3I r WALL [S _S3 WATER PLAN SCALE: 1/4'1=V-0)' HW & )WN IN ALL FILTER BM -2 FILTER 15.417 IM -1 PLUMBING KEYNOTES 15.401 CONNECT TO EXISTING COLD WATER PIPE OF EQUAL OR LARGER SIZE. VERIFY SIZE AND LOCATION AT SITE. PROVIDE SHUT-OFF VALVE IN NEW PIPE AT POINT OF CONNECTION. 15.402 CONNECT TO EXISTING HOT WATER PIPE OF EQUAL OR LARGER SIZE. VERIFY SIZE AND LOCATION AT SITE. PROVIDE SHUT-OFF VALVE IN NEW PIPE AT POINT OF CONNECTION. 15.405 PROPERLY CAP, PLUG AND CONCEAL ANY PIPING LEFT IN PLACE, CAP ABANDONED SEWER PIPING A MINIMUM OF 8" BELOW FINISHED FLOOR. PATCH AND REPAIR SLAB. RE: ARCHITECTURAL PLANS. REMOVE UNUSED WATER AND VENT PIPING ABOVE CEILING AND CAP REMAINING PIPE. 15.410 EXISTING PIPING TO REMAIN (VERIFY LOCATION IN FIELD). 15.414 REMOVE EXISTING PLUMBING FIXTURE, TYPE INDICATED, AS WELL AS ITS PLUMBING SERVICE PIPES (HOT WATER, COLD WATER, WASTE AND VENT) BACK TO BEHIND REMAINING SURFACES OR ACTIVE MAINS AND CAP THERE. REPAIR REMAINING SURFACES TO MATCH EXISTING WHERE REQUIRED. 15.417 COORDINATE MOUNTING LOCATION WITH WAL-MART CONSTRUCTION MANAGER, REFER TO FILTER MANUFACTURER'S INSTALLATION INSTRUCTIONS. FILTERS ARE TO BE SUPPLIED BY WAL-MART AND INSTALLED BY PLUMBING CONTRACTOR. NOTE EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS 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 DISCIPLINES AND EXISTING CONDITIONS, CONTRACTOR NOTES 1. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED AREA. THE FAILURE TO ACQUAINT THEMSELVES WITH THESE DOCUMENTS DOES NOT RELIEVE THEM OF ANY RESPONSIBILITY FOR PERFORMING THEIR WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS INFORMATION. 2. ALL QUESTIONS RELATED TO THE WORK INVOLVED SHALL BE DIRECTED TO THE STORE PLANNING DEPARTMENT OF WAL-MART. 3. ALL QUESTIONS RELATED TO THE BIDDING AND CONSTRUCTION OF THIS PROJECT SHALL BE DIRECTED TO THE WAL-MART CONSTRUCTION MANAGER. z Oc4W w W wzo Z (Do lilt �zzo� xw E3 o o, Loaz wo ``Z4 w Q�'�¢aa� CWI- LL a��o��,yw�oZ'Fa Q�W OPV OCF, Ii W,w� oaoo�W�1o° azza Q�a�aaOFw�a00aw3 °czZo~Ld WW �ooceg w �w�� 5: 0 0� F- m -i M zw` 4�[oi�o (n F-�L,'nza�av)da�a10 r� � I O CD O Q qC:) o � U o O V. r--,00 L CD CID o � z Qj O o U) ISSUE BLOCK CCR#1 04/25/03 CHECKED BY: MEF/CC DRAWN BY: SKG DOCUMENT DATE: 03/03/03 WATER PLAN & RISER SHEET: P2 PLUMBING SYMBOLS - DOMESTIC COLD WATER (CW) - - DOMESTIC HOT WATER (HW) — - - - HOT WATER RECIRCULATION (HWR) SAN SANITARY SEWER (SAN) GW GREASE WASTE (GW) A COMPRESSED AIR (A) „ 3/4„ 3/4 PLUMBING VENT (V) V 2" SHUT OFF VALVE (SOV) 1-0-1 SHUT OFF VALVE IN RISE ----�o i RISE AND FALL IN PIPE ----•--0 NEW FLOOR CLEANOUT (FCO) 3/4° EXISTING FLOOR CLEANOUT (FCO) 3" 2" FLOOR DRAIN, CASE DRAIN & FUNNEL FLOOR DRAIN (FFD) JOSAM 36343-20 PREP AREA DRAIN & STOCKROOM FLOOR DRAIN (FD) 0 FOOD SINK DRAIN (FS) ® TRENCH DRAIN (TD) WADE 1213-3-8-27 © PLUMBING RISER NUMBER ® CONNECT TO EXISTING VTR VENT THRU ROOF VBF VENT BELOW FLOOR ETR EXISTING TO REMAIN HS HAND SINK 3CS THREE -COMPARTMENT SINK CTS COUNTERTOP SINK HB HOSE BIBB X DETAIL NUMBER w —SHEET NUMBER DENOTES EQUIPMENT FURNISHED BY OWNER AND INSTALLED BY PLUMBING CONTRACTOR. ROUGH -IN AND CONNECTION IS BY PLUMBING CONTRACTOR. SEE OWNER -PROVIDED EQUIPMENT INFORMATION FOR ACTUAL ROUGH -IN HEIGHT REQUIREMENTS, U DENOTES EQUIPMENT FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. ROUGH -IN AND CONNECTION IS BY PLUMBING CONTRACTOR. PLUMBING KEY NOTES, STUB ELBOWS ABOVE FLOOR AT LOCATIONS SHOWN ON PLAN. BURY PIPE AT DEPTH AS REQUIRED TO ACHIEVE APROXIMATELY A 90 DEGREE PENETRATION OF SLAB. PROVIDE A TEMPORARY PVC PIPE AND CAP WELDED TO ENDS OF CONDUIT DURING CONSTRUCTION PHASE. TRIM ELBOWS AT TIME OF INSTALLATION OF BEVERAGE LINES TO 6" ABOVE SLAB NORMALLY, 8" INTO CABINETRY. SEAL TO CABINET WITH SILICONE. SEAL FLOOR PENETRATION WITH 1 FLEXIBLE WATERPROOF MATERIAL FF q TO COMPENSATE FOR r�_ i PIPE EXPANSION. -_ (� FLOOR LVAPOR CRUSHED SLAB BARRIER ROCK \ LENGTH AS REQUIRED , SET CONDUIT ON COMPACTED EARTH. USE 6" SCHEDULE 40 PVC ELECTRICAL CONDUIT AND FITTINGS WITH SOLVENT -WELDED JOINTS, USE MINIMUM QUANTITY OF FITTINGS REQUIRED. PROVIDE LONG SWEEP ELBOWS AT BOTH ENDS, WITH MINIMUM 30" RADIUS (AVAILABLE AS ELECTRICAL CONDUIT -- DO NOT USE MULTIPLE ELBOWS TO MAKE 90' TURNS.) PROVIDE TEST OF CONDUIT AFTER ASSEMBLY TO VERIFY WATERTIGHTNESS. REPAIR LEAKS BEFORE BACKFILLING TRENCH WITH SAND, MAINTAIN PRESSURE UNTIL BEVERAGE LINES ARE INSTALLED. AVOID ELBOWS IN HORIZONTAL RUN IF AT ALL POSSIBLE. GENERAL CONTRACTOR WILL SEAL ENDS OF CONDUIT WITH FOAM AFTER BEVERAGE LINES ARE INSTALLED IN CONDUIT. PVC BEVERAGE CONDUIT NTS FLOOR DRAIN SCHEDULE PROVIDE ONLY THOSE DRAINS SHOWN ON FLOOR PLAN. PLUMBING FIXTURE SCHEDULE MARK MARK FIXTURE MANUFACTURER LEONARD CATALOG NUMBER C -210 -AF -BR- STSTL TRIM S.S. CABINET, CHECK STOPS, THERMOMETER. SET DISCHARGE TEMPERATURE AT 110'F. MINIMUM BRANCH SLZES NOTES CW HW WASTE VENT TMV THERMOSTATIC MIXING „ 3/4„ 3/4 C7 APPROVED EQUAL. LAWLER 310 -SC, SYMMONS THERMIXER SERIES 5B 2" 3" VALVE SS1 JANITOR STERN- WILLIAMS SB -800 FAUCET HOSE/BRACKET & MOP HANGER. 3/4° 3/4” 3" 2" C, F JOSAM 36343-20 SINK APPROVED EQUAL: FIAT # TSB -200, FLORESTONE MODEL 10 (24X24X12) 3" FAUCET: STERN WILLIAMS T -10 -VB, FIAT 830 -AA, FLORESTONE MR -371 3" OUTLET HEAVY DUTY DRAIN WITH HEAVY DUTY TRACTOR GRATE, REMOVABLE SEDIMENT BUCKET AND SECONDARY STRAINER (FOR USE IN AREAS SUBJECT TO FORK LIFT TRAFFIC). WADE 1213-3-8-27 J,R.SMITH 2143-LO3-FBS HOSE/BRACKET: STERN WILLIAMS T-35, FIAT 832 -AA, FLORESTONE MR -370 CLEANOUT FS -5 3" MOP HANGER: STERN WILLIAMS T-40, FIAT F889 -CC, FLORESTONE MR -372 3" FOOD SINK DRAIN WITH SEDIMENT BUCKET & 3" x 8" ELONGATED FUNNEL & 10" SQ. GRATE. WADE 9143-EG8-1-27 J.R.SMITH 3151-LO3-25 SS3 LAVATORY BY AIR SYSTEMS WALL MOUNTED 3" 1/2"__ 1/2" 1-1 /2" 1-1 /2" A DIMENSIONED PLUMBING FLOOR 3" 4" TRENCH DRAIN WITH HEAVY DUTY SLOTTED STAINLESS STEEL GRATE (IN PREPARATION AREAS), PROVIDE FLOAT TYPE BACKWATER VALVE IN MEAT PREPARATION AREA. ES4l PREP SINK BY AIR SYSTEMS 1 N-18-LD18 1 COMP, SINK UNIVERSAL STAINLESS 3/4" 3/4" (IND.) 2" F, J JOSAM 49042 -AS -16-31 FOUNTAINETTE Z -1470-A, 3° Fs_s5_1 HAND SINK BY AIR SYSTEMS KP2-1 1515-C 1 COMP. SINK UNIVERSAL STAINLESS 1/2)) 1/2" 1-1 /2" 2" F, J (IND) FW: 30" AFF (FW2) DENOTES EQUIPMENT FURNISHED BY OWNER AND INSTALLED BY O DENOTES EQUIPMENT FURNISHED AND INSTALLED A, E, H PLUMBING CONTRACTOR. ROUGH -IN AND CONNECTION IS BY BY PLUMBING CONTRACTOR. ROUGH -IN AND MACHINE CFs-B8ACHINE O PLUMBING CONTRACTOR, SEE OWNER -PROVIDED EQUIPMENT CONNECTION IS BY PLUMBING CONTRACTOR. INFORMATION FOR ACTUAL ROUGH -IN HEIGHT REQUIREMENTS. (IND) NOTES: FW: 30" AFF INSIDE DRINK CABINET (FW1) A. PROVIDE DRAIN OUTLET WITH OFFSET TAILPIECE AND INSTALL TRAP PARALLEL TO WALL, HOLD EXPOSED PIPING AS HIGH AS POSSIBLE. PROVIDE 5/8" THICK WHITE "ARMAFLEX" OR EQUIVALENT ELASTOMERIC INSULATION ON WATER AND WASTE PIPES UNDER LAVATORY. B. MOUNT EYEWASH 36" AFF TO TOP OF HEAD SPRAY. C. LOCATE TWO MOP HANGERS SIDE BY SIDE IN REAR OF JANITOR'S CLOSET NEAR JANITOR'S SINK. D, MOUNT HOSE BIBBS AND MIXING HOSE BIBBS AT 42" AFF (UNLESS NOTED OTHERWISE). E. REFER TO ARCHITECTUAL PLANS FOR PROPER MOUNTING HEIGHT, TO MEET ADA STANDARDS OR NOT. F. PROVIDE DUAL CHECK VALVES ON HOT AND COLD WATER SUPPLIES (WATTS #7 OR EQUAL). G. PROVIDE SCREW -ON TYPE BACKFLOW PREVENTER (WATTS #8A OR EQUAL) ON FAUCET SPOUT HOSE END. H. FLUSH CONTROL HANDLE TO BE LOCATED ON SIDE OF TANK WHICH COINCIDES WITH THE OPEN SIDE OF THE ACCESSIBLE STALL. J. REFER TO OWNER PROVIDED EQUIPMENT INFORMATION FOR ACTUAL ROUGH -IN HEIGHT REQUIREMENTS. K. USE ONLY IF EXISTING FIXTURES BEING REPLACED ARE TANK TYPE. COORDINATE WITH WAL-MART CONSTRUCTION MANAGER, L. MOUNT WALL HYDRANT AT 18" AFF (UNLESS NOTED OTHERWISE). FLOOR DRAIN SCHEDULE PROVIDE ONLY THOSE DRAINS SHOWN ON FLOOR PLAN. SYMBOL MARK BODY SIZE P -TRAP SIZE DRAIN DESCRIPTION MANUFACTURERS MODEL NUMBERS DESCRIPTION HUB AND SPIGOT CAST IRON FLOOR DRAIN BODY WITH 2" OUTLET LIGHT DUTY GENERAL USE FLOOR DRAIN WITH 5" DIAMETER NICKEL BRONZE GRATE WADE 1102-STD5-1 J.R.SMITH 2005-LO2-AO5NB JOSAM 30002-5A C7 �— TO LENGTH REQUIRED BY 2" 3" 2" LIGHT DUTY CASE DRAIN W/ 10" DIAMETER LOOSE SET NICKEL BRONZE GRATE. NO FLOOR SLOPE REQUIRED, SET TOP ELEVATION TO FINISHED FLOOR. WADE 1102-STD10-1-27 J.R. SMITH 2005-YO2-A10NB-B JOSAM 30002-10A-80 0 C� FD -3 3" 4" 3" OUTLET FLOOR DRAIN WITH HEAVY DUTY POLISHED BRONZE GRATE, REMOVABLE SLOTTED SEDIMENT BUCKET AND SECONDARY STRAINER. PROVIDE FLOAT -TYPE BACKWATER VALVE IN PREPARATION AREAS. WADE 1243-1-27-8 J.R.SMITH 2243 -1_03 -FBS -PB JOSAM 36343-20 AND VENT BRANCH FD -4 3" 4" 3" OUTLET HEAVY DUTY DRAIN WITH HEAVY DUTY TRACTOR GRATE, REMOVABLE SEDIMENT BUCKET AND SECONDARY STRAINER (FOR USE IN AREAS SUBJECT TO FORK LIFT TRAFFIC). WADE 1213-3-8-27 J,R.SMITH 2143-LO3-FBS JOSAM 36213-81 CLEANOUT FS -5 3" 4" 3" FOOD SINK DRAIN WITH SEDIMENT BUCKET & 3" x 8" ELONGATED FUNNEL & 10" SQ. GRATE. WADE 9143-EG8-1-27 J.R.SMITH 3151-LO3-25 JOSAM 49043AS-18-31 ® FD -6 2" 3" 2" LIGHT DUTY FUNNEL DRAIN WITH 4" DIAMETER FUNNEL AND 5" DIAMETER NICKEL BRONZE GRATE. WADE 1102-STD5-1-EF4 J,R.SMITH 2005-LO3-A5-NB-21 JOSAM 30003 -5A -F4 LOCATE FLOOR SINK WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR 3" 4" TRENCH DRAIN WITH HEAVY DUTY SLOTTED STAINLESS STEEL GRATE (IN PREPARATION AREAS), PROVIDE FLOAT TYPE BACKWATER VALVE IN MEAT PREPARATION AREA. ICE CREAM DIPPING DISPLAY SMITH/ACO 9930-SSHD (9935-SSHD) ZURN Z-886-RFS/Z-887-RFS-Y FS -8 2" 3" 2" LIGHT DUTY FOOD SINK DRAIN WITH SED. BUCKET & 4" DIA. FUNNEL. 10" DIA. NICKEL BRONZE GRATE. WADE 9142-EG8-1-27 J.R.SMITH 3151-LO2-21 JOSAM 49042 -AS -16-31 FOUNTAINETTE Z -1470-A, 3° 4" TRENCH DRAIN WITH HEAVY DUTY SLOTTED GALVANIZED STEEL GRATE (AT CART STORAGE AND TMA). SMITH/ACO 9930-GHD (9935-GHD) ZURN Z-886-RFG/Z-887-RFG-Y A, E, G SET TOP OF DRAIN GRATE 1/4" BELOW FINISHED FLOOR DATUM AND SLOPE FLOOR FOR 36" DIAMETER AROUND. DRAIN FOR FOOD PREPARATION AREAS NTS PLUMBING EQUIPMENT CONNECTION SCHEDULE DEPTH OF ,SEWER ITEM FIXTURE ROUGH -IN CONNECTIONS DESCRIPTION HUB AND SPIGOT CAST IRON FLOOR DRAIN BODY WITH CW HW BOTTOM OUTLET SIZE, CAULK OR PIPE INCREASER. TRIM PUSH -ON TYPE, WITH MEMBRANE �— TO LENGTH REQUIRED BY CLAMPING COLLAR AND SEDIMENT DEPTH OF SANITARY BUCKET. BRANCH. MAXIMUM FW: 30 AFF (FW1) #W-8130AF, TAILPIECE LENGTH IS 2', COMBINATION WASTE SB09 COFFEE MAKER 1/2" OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS AND VENT BRANCH PROVIDE BACKFILL PER ARCHITECTURAL (FW1) LOCATE CLEANOUTS WHERE A DEEP -SEAL P -TRAP: PVC LINE, MAXIMUM 15' 3-COMP'T SINK CLEANOUT 3/4 3/4 3 (13" IND) WITH SOLVENT WELD JOINTS TO 4" SANITARY C, D, F YARD OR CAST IRON WITH BELL MAIN. SLOPE AT 1 /2" Z-1474, AND SPIGOT NEOPRENE MINIMUM OF 2%. GASKET JOINTS. LOCATE FLOOR SINK WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR PLAN. PROVIDE EXCAVATION AND BACKFILL PER ARCHITECTURAL SPECIFICATIONS. REFER TO SCHEDULE FOR DRAIN SPECIFICATIONS. DRAIN FOR FOOD PREPARATION AREAS NTS ROUND SECURED GASKETED NICKEL BRONZE ADJUSTABLE TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE GASKETED PLASTIC PLUB IN CAST IRON BODY. USE TEFLON JOINT COMPOUND ON PLUG THREADS. CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION. MEMBRANE CLAMP -\ r- FLOOR SLAB ON GRADE AS REQUIRED FOR PLUMBING EQUIPMENT CONNECTION SCHEDULE DEPTH OF ,SEWER ITEM FIXTURE ROUGH -IN CONNECTIONS DESCRIPTION HUB AND SPIGOT NOTES FW CW HW WASTE VENT SB01 ICEE DISPENSER 1/2" / (IND) FW: 30 AFF (FW1) #W-8130AF, A, H FCO SB09 COFFEE MAKER 1/2" OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, AND/OR WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER ARCHITECTURAL (FW1) LOCATE CLEANOUTS WHERE A CONSULT LOCAL CODES FOR SB21 3-COMP'T SINK CLEANOUT 3/4 3/4 3 (13" IND) 2" HW & CW: 18" AFF, WASTE: 18" AFF C, D, F YARD SB81 BEVERAGE DISPENSER 1 /2" Z-1474, A, D (IND) FW: 30" AFF INSIDE DRINK CABINET (FW1) A 58680 SB82 ICE CREAM DIPPING DISPLAY (IND) #W -8590A, WCO WALL THREADED DRAINAGE FITTINGS Fs—B8 3 FOUNTAINETTE Z -1470-A, A, C 1/2" (IND) HW: 30" AFF INSIDE CABINET JOSAM A, E, G FsB84 UNDER COUNTER ICE FLAKER 1/2" (IND) FW: 30" AFF (FW2) A, E, H B. HEAVY DUTY TRACTOR TOP. 6 MACHINE CFs-B8ACHINE O 1/2" C. ROUND STAINLESS STEEL COVER AND SCREW. (IND) FW: 30" AFF INSIDE DRINK CABINET (FW1) A GENERAL INFORMATION 1. EQUIPMENT AND TRIM FURNISHED BY OWNER. ROUGH -IN AND FINAL CONNECTIONS BY PLUMBING CONTRACTOR, NOTES: A. PROVIDE SHUT-OFF VALVES. B. PROVIDE P -TRAP WITH CLEANOUT PLUG AND ESCUTCHEON. C. PROVIDE CHROME PLATED ANGLE SUPPLY, FLEXIBLE RISER, AND WHEEL HANDLE WITH ESCUTCHEON. D. PROVIDE CHECK VALVES ON HOT AND COLD WATER SUPPLIES, E. PROVIDE FULL-SIZE DRAIN LINE FROM EQUIPMENT. END OVER FUNNEL DRAIN WITH 2" AIR GAP. F. IF PLUMBING PLAN SHOWS THE 3 -COMPARTMENT SINK INDIRECTLY CONNECTED TO FLOOR SINK, THEN WASTE ROUGH -IN HEIGHT AND VENT SIZE DO NOT APPLY. G. PROVIDE STAINLESS STEEL BACKFLOW PREVENTER ON WATER LINE SERVING CARBONATOR PER LOCAL CODE REQUIREMENTS. PROVIDE PEX TUBING (NOT COPPER OR BRASS PIPING) ON DOWNSTREAM SIDE OF CARBONATOR BACKFLOW PREVENTER. H. PROVIDE BACKFLOW PREVENTER PER LOCAL CODE REQUIREMENTS ON WATER SUPPLY. WITH BRASS RAISED HEAD PLUG, ROUND SECURED GASKETED NICKEL BRONZE ADJUSTABLE TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE GASKETED PLASTIC PLUB IN CAST IRON BODY. USE TEFLON JOINT COMPOUND ON PLUG THREADS. CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION. MEMBRANE CLAMP -\ r- FLOOR SLAB ON GRADE AS REQUIRED FOR SAME SIZE AS SEWER DEPTH OF ,SEWER UP TO 4" MAXIMUM PVC PIPE OR LONG SWEEP ELBOW AT HUB AND SPIGOT END OR TURN OF RUN CAST IRON PIPE BELOW FLOOR -- COMBINATION WYE AND SANITARY EIGHTH BEND IN RUN. SEWER LINE ENTER TOP OF PIPE. DIRECTION #W-8130AF, FCO FLOOR OF FLOW LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, AND/OR WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. FLOOR CLEANOUT 2 NTS WADE #W -8300 CLEANOUT SCHEDULE MARK SERVICE DUTY MANUFACTURER APPROVED NOTES MODEL EQUAL WADE #W-8130AF, FCO FLOOR MEDIUM DUTY J.R. SMITH #4020 --PB ZURN Z-1400-ZB, A, B JOSAM 58360-2 WADE #W -8300 -MF, YCO YARD HEAVY DUTY J.R. SMITH #4880 ZURN Z-1474, A, D JOSAM 58680 WADE #W -8590A, WCO WALL THREADED DRAINAGE FITTINGS J.R. SMITH #4470 ZURN Z -1470-A, A, C JOSAM 58540 NOTES: A. SAME SIZE AS WASTE LINE IT SERVES. B. HEAVY DUTY TRACTOR TOP. C. ROUND STAINLESS STEEL COVER AND SCREW. D. EXTRA HEAVY ACCESS HOUSING WITH # W -8530-A CLEANOUT FERRULE WITH BRASS RAISED HEAD PLUG, PIPE MAY EXTEND AS WASTE OR VENT. PROVIDE CLEANOUT TEE COLUMN OR WITH SCREWED COUNTER- PARTITION SUNK ABS PLASTIC PLUG: AS SHOWN TAPERED -THREAD WITH ON FLOOR TFE JOINT COMPOUND, PLAN, WHERE CLEANOUT TEE IS CONCEALED IN A CLEANOUT CHASE OR PARTITION, FACE SHALL PROVIDE A ROUND 18 BE WITHIN GAUGE STAINLESS 4" OF WALL STEEL COVER WITH SURFACE. BEVELED EDGES AND PROVIDE FLATHEAD MACHINEJH EXTENSION SCREW. IF REQUIRED, ° a7 q ° CONCRETE HUB AT FLOOFER TO PLUMBING FLOOR RISER LENGTTURE SCHEDULE SLAB AS REQUIRED SPECIFICATIONS LONG SWEEP AT END OF R FURTHERWCOORMATION. OOR COMBINATION WYE AND EIGHTH BEND INDIRECTION RUN OF LINE.Er- 3 -0 OF FLOW PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR, CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. WALL CLEANOUT, 1 NTS Z q) cl Oa'W w z CL. 1�2 z CD 0 10- w�zg r� zE 1L3 Ln oo>_ W �o F- a`� ``za cn Oz - 2 O � �¢ - o r�o� v� z�� r�aaT w (rpJWU(nQ w�Oj ¢a� �oO��irlpww LL_a�',o(7)Fn z ¢()wo�0o6'--'•wx2 3UQ tOWL' Qoo0jE0 Od�p pwpw'U�,•7o QZZQ J Q��a� F-41�(aLO�Va�¢ 0000 0iaFawv�'owow Ow w wo�0az�� V) w V F-• li ( ) �0 O�QpZw�wwOp oLLAzo_jL'< <wm<� rr) � I O I r� O L Lj Q q 0 O O D O co � o c CD co O W w �cf) n�R I_ - u) ISSUE BLOCK QUI CCR#1 I 04/25/03 CHECKED BY: MEF/CC DRAWN BY: SKG DOCUMENT DATE: 03/03/03 PLUMBING SCHEUDLES & DETAILS SHEET: p 3 ELECTRI SCALE: 1/4"=l' -O" CAL LIGHTING PLAN (POS STATION) 1 CZ A r, Q 0-7 ELECTRICAL POW -1 SCALE: 1/4"=V-0" E: E2) NOTE: E.C. SHALL SELECT EXISTING LIGHT FIXTURES THAT ARE IN GOOD WORKING ORDER AND REUSABLE FOR RELOCATION TO NEW AREA INDICATED ON PLAN. E.C. SHALL REMOVE ALL EXISTING LIGHT FIXTURES IN THIS AREA NOT BEING RELOCATED AND TURN OVER TO OWNER. N OTE: DEMO EXISTING ELECTRICAL DEVICES, CONDUIT, AND WIRING IN THIS AREA AS DIRECTED BY WAL-MART CONSTRUCTION MANAGER. VERIFY EXISTING CONDITION PRIOR TO BID. ELECTRICAL SYMBOLS LEGEND VOICE/DATA JUNCTION BOX (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) GENERAL POWER NOTES SYMBOL DESCRIPTION PUSH BUTTON INCANDESCENT OR HID FIXTURE 1. UPON COMPLETION OF ELECTRICAL INSTALLATION AND O (WALL MOUNTED/CEILING MOUNTED) PRIOR TO ENERGIZING CIRCUIT:A. SMOKE DETECTOR FIRE ALARM HORN / STROBE INSPECT WIRE AND CABLE FOR PHYSICAL DAMAGE. FIRE ALARM PULL STATION FLUORESCENT FIXTURE B. PERFORM CONTINUITY TEST, C. VERIFY PROPER PHASING CONNECTION TO ALL THREE FLUORESCENT FIXTURE, PHASE MOTOR LOADS. EMERGENCY LIGHT 2. PROVIDE LIQUID—TIGHT FLEXIBLE METAL CONDUIT AND r z 7 7 z %7 FLUORESCENT FIXTURE, WIRING FROM DISCONNECT SWITCH OR JUNCTION BOX TO NIGHT LIGHT EQUIPMENT KNOCKOUT OR ELECTRICAL CONNECTION POINT. / EXIT FIXTURE 3. WHERE EQUIPMENT NAMEPLATE PROTECTIVE DEVICE RATING (WALL MOUNTED/CEILING MOUNTED) DIFFERS FROM SIZE PROVIDED, CHANGE OUT BRANCH EMERGENCY FIXTURE CIRCUIT WIRING AND OVERCURRENT DEVICE TO APPROPRIATE RATING PER NEC. SWITCH, SINGLE POLE 4. WHEN EQUIPMENT IS FURNISHED WITH A DIFFERENT PLUG, REMOVE OLD PLUG AND INSTALL NEW PLUG AS SPECIFIED. $3 SWITCH, 3—WAY 5. ELECTRONIC FIRE PROTECTION/SECURITY ALARM BOXES AND CONDUITS SHOWN ON POWER PLANS SHALL BE PROVIDED UNDER THIS CONTRACT. IN ADDITION, UNLESS 4 SWITCH, 4—WAY NOTED OTHERWISE, THE FOLLOWING GENERAL NOTES APPLY: $K SWITCH, KEYED A. ALL ALARM JUNCTION BOXES SHALL BE 4"X4"X2-1 /8" MINIMUM. $D SWITCH, DIMMER B. ALARM RACEWAYS SHALL BE 3/4" MINIMUM WITH PULL WIRE AND INSULATING BUSHINGS. $VS SWITCH, VARIBLE SPEED C. VERTICAL RACEWAYS FROM ALARM BOXES SHALL BE EITHER CONCEALED INSIDE WALL OR SURFACE M SWITCH, MANUAL MOTOR MOUNTED (TO MATCH JUNCTION BOX MOUNTING). ALL VERTICAL RUNS SHALL BE TURNED 90—DEGREES fm AT TOP SIDE OF BOTTOM CHORD OF BAR JOIST AND RECEPTACLE, DUPLEX EXTENDED HORIZONTALLY TO A LOCATION ACCESSIBLE BY VERTICAL FLOOR TYPE LIFT. Qz RECEPTACLE, DUPLEX, MOUNTED HORIZONTALLY RECEPTACLE, DUPLEX FLUSH FLOOR KEYNOTES RECEPTACLE, DUPLEX ISOLATED (716- .13 1 RECONNECT RELOCATED LIGHTING TO EXISTING GROUND FLUSH FLOOR LIGHTING CIRCUIT, E.C. SHALL VERIFY RECEPTACLE, DOUBLE DUPLEX PRIOR TO ROUGH -IN THAT EXISTING CIRCUIT HAS SPARE CAPACITY TO ACCOMMODATE RECEPTACLE, DUPLEX ISOLATED GROUND LOAD. 16.133 EXISTING LIGHT FIXTURES TO BE RELOCATED TO RECEPTACLE, DOUBLE DUPLEX, NEW LOCATION AS SHOWN. ISOLATED GROUND 16.137 E.C. SHALL PROVIDE A VOLTAGE BARRIER OO RECEPTACLE, SIMPLEX TWIST LOCK, BETWEEN SWITCHES, O RECEPTACLE, SIMPLEX TWIST LOCK, 16.161 IT SIGNS ISOLATED GROUND NNECT COTO THE UNSWITCHED LINE SIDE OF LIGHTING CIRCUIT OR NIGHT LIGHT SERVING -® RECEPTACLE, SPECIAL ADJACENT AREA. (A) IN AREAS WITH CEILING MOUNT FIXTURE ON CEILING 2'-6" FROM WALL, CENTERED 1'-0" ABOVE RECEPTACLE, PLUGMOULD DOOR OPENING. (B) IN WALL AREAS WITHOUT CEILING, MOUNT SIGNS ON WALL, CENTERED 1'-0" ABOVE DOOR RECEPTACLE, SIMPLEX OPENING UNLESS NOTED OTHERWISE. JUNCTION BOX 16.163 EMERGENCY LIGHTS O (WALL MOUNTED/CEILING MOUNTED) CONNECT TO THE UNSWITCHED LINE SIDE OF LIGHTING CIRCUIT OR NIGHT LIGHT CIRCUIT OUTLET BOX WITH 1/2" C. SERVING ADJACENT AREA, DO NOT SWITCH, OETHERNET E AND PULL WIRE TO BAR JOISTS. (A) WHEN SHOWN ON WALL, MOUNT 1'-0" BELOW TERMINATE WITH BUSHING. CEILING OR BOTTOM OF STRUCTURE, WHICHEVER IS APPLICABLE, O ALARM JUNCTION BOX, (B) WHEN NOT SHOWN ON WALL, MOUNT ON (WALL MOUNTED/CEILING MOUNTED) CEILING OR BOTTOM CORD OF BAR JOIST, ® ALARM JUNCTION BOX FOR TEST/RESET WHICHEVER IS APPLICABLE. COORDINATE( TH (WALL MOUNTED/CEILING MOUNTED) DUCMIN MIIZEIOTHEOAMOUNT OSHADOWS. Eh NON-FUSED DISCONNECT 16.456 EQUIPMENT COUNTERS ARE PROVIDED WITH PANELBOARD AND ARE PREWIRED. ROUTE PANEL 01 FUSED DISCONNECT FEEDERS THROUGH COUNTERS IN LIQUID -TIGHT FLEXIBLE METAL CONDUIT, NEUTRAL CIRCUIT, CONCEALED IN WALLS OR GROUND -HOT�T CEILING, E INDICATES EXISTING 16.457 PROVIDE FIRE ALARM SIGNALING DEVICES TO is WIRING MATCH EXISTING FIRE ALARM SYSTEM. CIRCUIT, CONCEALED IN SLAB FLOOR, COORDINATE CONNECTION OF NEW DEVICES TO E INDICATES EXISTING WIRING EXISTING BUILDING FIRE ALARM SYSTEM WITH WAL—MART CONSTRUCTION MANAGER, FIRE ALARM CIRCUIT, EXPOSED, CONTRACTOR SHALL PROVIDE REVISED BATTERY E INDICATES EXISTING WIRING CALCULATIONS TO MEET BUILDING CODE STANDARDS FOR ALL DEVICES CONNECTED TO ------------- MANUFACTURED WIRING SYSTEM EXISTING ALARM PANEL. --------DO- COMMUNICATION WIRING SYSTEM 16.458 PROVIDE 3/4" CONDUIT WITH PULLWIRE FROM JUNCTION BOX TO ABOVE ACCESSIBLE CEILING. NOTE EACH SUBCONTRACTOR IS 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 THE RESPONSIBILITY OF PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. NOTE EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. 'o "s U) 16 L- <ZZWO pZQ u.vi^.. 4A;OWi z -z Qa M'OpOa �J pWW cr_W J`�`�W 5 W Om LL acn]o�ln ¢W 5, OW[,. Ws ZILW,6 ?0�QZpOQ ¢EL Q �o .Waa 7Fiwo�oWWw��OZQwMz'oWg3 00 WNmmmjEOSowoF F- N J H OoUd0S O p Z W(y W EIS 0 V) F-DL,NzBnL¢(A-(MM< r1r) CO � I O CD ® Q q � QD O O o �- ECD® 00 c. ►� O www as �' U) o ISSUE BLOCK CCR#1 04/25/03 CHECKED BY: VGM DRAWN BY: MVH DOCUMENT DATE: 03/03/03 ELECTRICAL PLANS SHEET: VOICE/DATA JUNCTION BOX ® VOICE/DATA JUNCTION BOX FLUSH FLOOR Xy MOTOR TELEPOWER POLE PUSH BUTTON BELL SS SAIL SWITCH JUNCTION BOX O SMOKE DETECTOR FIRE ALARM HORN / STROBE FIRE ALARM PULL STATION NOTE EACH SUBCONTRACTOR IS 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 THE RESPONSIBILITY OF PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. NOTE EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. 'o "s U) 16 L- <ZZWO pZQ u.vi^.. 4A;OWi z -z Qa M'OpOa �J pWW cr_W J`�`�W 5 W Om LL acn]o�ln ¢W 5, OW[,. Ws ZILW,6 ?0�QZpOQ ¢EL Q �o .Waa 7Fiwo�oWWw��OZQwMz'oWg3 00 WNmmmjEOSowoF F- N J H OoUd0S O p Z W(y W EIS 0 V) F-DL,NzBnL¢(A-(MM< r1r) CO � I O CD ® Q q � QD O O o �- ECD® 00 c. ►� O www as �' U) o ISSUE BLOCK CCR#1 04/25/03 CHECKED BY: VGM DRAWN BY: MVH DOCUMENT DATE: 03/03/03 ELECTRICAL PLANS SHEET: EQUIPMENT SCHEDULE NO. DESCRIPTION MANUFACTURER MODEL NO. VOLT / PH. AMPS HP VA TERMINATION MTG. HT. NOTES SB01 ICEE MACHINE MITCHELL RTA SSW1 208/120/1 22.5 6 B 0.30 1.50 WP RECEPTACLE, NEMA: L14 -30R .... 20 SB02 POPCORN MACHINE GOLD MEDAL 2214WM 120/1 15.5 SB89 REFRIGERATOR 1860 WP RECEPTACLE, NEMA: 5-15R 20 1 SBO3 P.O.S. STATION NCR 7454 POS SYS. 120/1 2 20 NEW WP RECEPTACLE, NEMA: 5-20R NEW 20 S1304 HOT DOG GRILL ROUNDUP HDC30 120/1 12.5 1.43 1 0.96 1 0.88 0.50 1 1500 WP RECEPTACLE, NEMA:5-20R PANEL 15 SPACE AND PROVISION SBO5 HOT DOG BUN WARMER GOLD MEDAL 8117 120/1 2.5 1 300 WP RECEPTACLE, NEMA:5-15R LC2 10 SB06 PRETZEL DISPLAY J & J SNACK FOOD 304 120/1 208/120V SPARE 20) 150 WP RECEPTACLE, NEMA:5-20R SPACE AND PROVISION I ISPACE AND PROVISION SBO8 DECAF WARMER BUNN RWS1 120/1 0.8 �I LDC4 100 WP RECEPTACLE, NEMA: 5-15R 15 SB84 ICE FLAKER (18) 15 SBO9 COFFEE BREWER BUNN 20950.0002 120/1 18.3 17 SB88 SCALE 15 JUNCTION BOX 1 20 S1311 SOUP WARMER APW RW -1V 120/1 4 1 500 WP RECEPTACLE, NEMA: 5-15R 1.97 16 16 10 KVA AMPS AMPS AMPS 51316 MICROWAVE OVEN AMANA CRC18T2 208/1 20 1 4000 WP RECEPTACLE NEMA:6-20R SPACE AND PROVISION SB24 3 DOOR FREEZER TRUE T -72F 208/120/1 11 SPACE AND PROVISION RECEPTACLE, NEMA: 14-20R +44" SB73 PIZZA DISPLAY HATCO FSOT-IX-4TCR 120/1 12.3 WP RECEPTACLE, NEMA:5-20R 26 27 PANEL LC2 (1) (20 SB80 MILK SHAKE MIXER HAMILTON BEACH HAM -94950 120/1 2.2 1/6 291 WP RECEPTACLE, NEMA: 5-20R SB81 SODA DISPENSER REMCOR ENDURO 150 120/1 4 16.80 17.77 140 148 50.46 KVA 36.85 KVA 15.89 132 140 102 WP RECEPTACLE, NEMA: 5-20R SB82 ICE CREAM DISPLAY MASTER BILT DD26 120/1 7.4 WP RECEPTACLE, NEMA:5-20R SB83 FOUNTAINETTE RANDELL MD68 120/1 6.5 WP RECEPTACLE, NEMA:5-15R SB84 UNDER COUNTER ICE FLAKER SCOTSMAN AFE40OA-1A 120/1 15 1/4 WP RECEPTACLE, NEMA:5-15R SB85 FLASH BAKE OVEN VULCAN VFB12 208/1 11900 WP RECEPTACLE NEMA: 14-60R SB86 CAPPACCINO MACHINE CECILWARE GB3LP-LD 120/1 15 1800 WP RECEPTACLE, NEMA: 5-15R SB87 COOKIE OVEN OTIS SPUNKMEYER OS -1 120/1 11.3 1350 WP RECEPTACLE, NEMA:5-20R SB88 SCALE HOBART PPTY-M30KC/P 120/1 1.25 WP RECEPTACLE, NEMA: 5-15R SB89 SINGLE DOOR REFRIGERATOR TRUE T -23F 120/1 7.5 WP RECEPTACLE, NEMA:5-20R +44" SB90 2 DOOR ICE CREAM FREEZER TRUE T -49F 120/1 13.2 WP RECEPTACLE, NEM A:5-2OR +44" SB92 SODA SYSTEM 120/1 8 WP RECEPTACLE, NEMA:5-20R +72" NOTES: A. E.C. SHALL MAKE ALL FINAL CONNECTIONS TO EQUIPMENT SUPPLIED BY OTHERS AND PROVIDE WHIPS AND/OR CORD AND PLUGS AS NEEDED FOR EQUIPMENT ON PREWIRED CABINETS, B. E.C. SHALL FIELD VERIFY NAMEPLATE DATA OF EQUIPMENT" PROVIDED AND COORDINATE CHANGES WITH WAL-MART CONSTRUCTION MANAGER. C. COUNTER PROVIDED BY OTHERS WITH ALL RECEPTACLES IN COUNTER PRE -WIRED TO PANELBOARD INSTALLED IN COUNTER BY OTHERS. COUNTER SHALL BE U.L. LISTED. E.C. SHALL PROVIDE FEEDER TO PANELBOARD INDICATED ON DRAWINGS. INDOOR SENSORS AND ETMS FOR HVAC UNITS INDICATED ON PLAN ARE NEW, UNLESS OTHERWISE NOTED, AND SHALL BE FIELD SERIES WIRED TO THE NEAREST RTU. ETM F ✓ ZONE TEMPERATURE SENSOR ETM ELECTRONIC THERMOSTAT MODULE DTS DTs RTS RTS ROUTE CABLE THROUGH- I OPENING INSIDE EQUIPMENT CURB.........., .... ..... M..,,_M ......w. `� f --FAN CONFIRMATION SWITCH. (FIELD INSTALLED) PRESSURE DIFFERENTIAL SWITCH. (FIELD INSTALLED) ROOF CURB r- ROOF WIR-2020 CABLE(1) WIR-2020 TO PREY. RTU 6.-0. WIR-2020 CABLE CABLE COIL TO NEXT RTU S-# -----MOUNT AS SHOWN ON PLAN. RE: 2-E1 K7-_z� �ROOFTOP UN T D E TAI L NOT TO SCALE S-# COLUMN OR WALL • _ I'livil''I''Fal - •AM -.. ►10191061ULlt 1l ---- NOT TO SCALE NOTE: ALL OF THE ELECTRICAL DEVICES SHOWN ON THE ONE -LINE DIAGRAM AS EXISTING ARE BASED UPON AS -BUILT DRAWINGS. E.C. SHALL VERIFY THE EXACT EXISTING CONDITIONS, SIZES AND LOCATIONS OF EQUIPMENT PRIOR TO ROUGH -IN. THIS ONE -LINE IS SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ANY NEW DEVICES ARE SHOWN IN BOLD AND ARE NOTED. DURING CONSTRUCTION, THE STORE SHALL STAY OPEN FOR BUSINESS. ANY NECESSARY POWER DOWNTIME SHALL BE SCHEDULED AND APPROVED BY WAL*MART CONSTRUCTION MANAGER. ONE -LINE DIAGRAM LEGEND NEW EQUIPMENT EXISTING EQUIPMENT ------- EQUIPMENT TO BE DEMOLISHED EXISTING PANEL H4B I 480/277V 1F ENERGY MANAGEMENT SYMBOLS S-? ZONE TEMPERATURE SENSOR ETM ELECTRONIC THERMOSTAT MODULE DTS DUCT TEMPERATURE SENSOR RTS REMOTE TEMPERATURE SENSOR IOM INPUT/OUTPUT MODULE RTU ROOF TOP UNIT E.C. SHALL SPLICE INTO EXISTING #1/0 FEEDER SERVING EXISTING . PANELBOARD LFS AND ROUTE NEW FEEDER TO PANELBOARD LFS. E.C. SHALL INSPECT EXISTING FEEDER CONDUCTORS TO INSURE THEY MEET U.L. RATINGS AND MATCH SIZE AND TYPE OF NEW CONDUCTORS. PARTIAL ONE -LINE DIAGRA NOT TO SCALE LFS (RELOCATED) 19 SERVES: SODA FOUNTAIN EQUIPMENT LOCATION: SODA FOUNTAIN UTILITY AREA FLUSH MOUNT - � LIGHTING FIXTURE SCHEDULE #6 1-5 AMPS 208/120V, 3 PH, 4W 225A, M. L. 0. 10,000 AIC GROUND BUS ISOLATED GROUND BUS DESCRIPTION WIRE BRKRPL 770 FT. KVA WIRE PLBRKWIRE 75SKVA (EXISTING) C DESCRIPTION 15 1 6 B 0.30 1.50 1 WALL WASH LIGHTS .... 20 1 0.83 1 0.90 1.60 E= 1 0.90 1.58 1 20 5 SB05 HOT DOG BUN WARMER 15 1 SB89 REFRIGERATOR 2 3 PENDANT LIGHTS 20 1 1 20 1 25 SB03 P.O.S. STATION (1) (20) 4 RELOCATED 20 NEW 1 NEW 20 SB90 I.C. FREEZER (20) 6 7 FOOD PREP LIGHTS 150A i i PANEL 1.43 1 0.96 1 0.88 0.50 1 PANEL 1 PANEL 15 SPACE AND PROVISION ISB92 SODA SYSTEM 20 8 3P 20 LFS 1 LC1 96 LC2 10 - EXISTING 2 208/120V 20 208/120V SPARE 20) 208/120V 13 SPACE AND PROVISION I ISPACE AND PROVISION 24 1.09 1.44 1= 1 0.15 1 20 18 �I LDC4 LSODA FOUNTAIN UTILITY AREA PARTIAL ONE -LINE DIAGRA NOT TO SCALE LFS (RELOCATED) 19 SERVES: SODA FOUNTAIN EQUIPMENT LOCATION: SODA FOUNTAIN UTILITY AREA FLUSH MOUNT ##12 PANELBOARD LIGHTING FIXTURE SCHEDULE #6 1-5 AMPS 208/120V, 3 PH, 4W 225A, M. L. 0. 10,000 AIC GROUND BUS ISOLATED GROUND BUS DESCRIPTION WIRE BRKRPL 770 FT. KVA WIRE PLBRKWIRE Rl A B C DESCRIPTION 15 1 6 B 0.30 1.50 1 WALL WASH LIGHTS #10 20 1 0.83 1 0.90 1.60 E= 1 0.90 1.58 1 20 5 SB05 HOT DOG BUN WARMER 15 1 SB89 REFRIGERATOR 2 3 PENDANT LIGHTS 20 1 1 20 1 25 SB03 P.O.S. STATION (1) (20) 4 5 DOWN LIGHTS 20 1 1 20 20 SB90 I.C. FREEZER (20) 6 7 FOOD PREP LIGHTS -1J?,-'.10 20 11 1.43 1 0.96 1 0.88 0.50 1 1.09 1 20 15 SPACE AND PROVISION ISB92 SODA SYSTEM 20 8 9 WALL WASH LIGHTS 20 1 1 20 96 KIDDIE RIDE (20) 10 11 SB24 FREEZER 20 20 2 1 20 15 SPACE AND PROVISION SPARE 20) 12 13 SPACE AND PROVISION I ISPACE AND PROVISION 24 1.09 1.44 1= 1 0.15 1 20 18 SPARE (20) 14 15 SB84 ICE FLAKER (18) 15 1 11 20 AND SPARE (20) 16 17 SB88 SCALE 15 1 1 20 22 SPARE 20 18 19 SPARE (20) A,D 20 1 0.54 1 0.36 1.97 16 16 10 KVA AMPS AMPS AMPS 120/277 SPACE AND PROVISION 20 21 RECEPTACLES (20) 20 1 A,C LIGHT FIXTURE SCHEDULE NOTES: A. ALL LAMPS IN FOOD SERVCE AREA SHALL BE SHATTERPROOF OR PROVIDED WITH LENS. B. FIXTURES UTILIZE A BATTERY BACKUP SYSTEM AND SHALL NOT BE SWITCHED. C. FIXTURES PROVIDED BY WAL-MART. CONTACT HUNZICKER LIGHING (JOHN DEAN - 800-324-1026) FOR PROCUREMENT . THE STORAGE OF THESE FIXTURES IS THE RESPONSIBILITY OF THE CONTRACTOR. D. FIXTURES PROVIDED BY CONTRACTOR. THE STORAGE OF THESE FIXTURES IS THE RESPONSIBILITY OF THE CONTRACTOR, SPACE AND PROVISION 22 23 RECEPTACLES 20) 20 1 SPACE AND PROVISION 24 25 1.94 1 9.65 1 1 1.72 10.85 1.82 1 9.98 26 27 PANEL LC2 (1) (20 (8) 60 3 3 100 (8) PANEL LC1 28 291 1 1 1 30 TOTAL PER NEC ARTICLE 220 TOTAL LOAD FEEDER LOAD 16.80 17.77 140 148 50.46 KVA 36.85 KVA 15.89 132 140 102 KVA AMPS AMPS AMPS LC1 (BY OTHERS) SERVES: SODA FOUNTAIN EQUIP. LOCATION: SODA FOUNTAIN CABINET PANEL PROVIDED WITH CABINET ##12 PANELBOARD LIGHTING FIXTURE SCHEDULE #6 1-5 AMPS 208/120V, 3 PH, 4W 100A, M. L. 0. 10,000 AIC GROUND BUS FLUSH MOUNT DESCRIPTION WIRE BRK PL KVA 770 FT. PLBRKR WIRE DESCRIPTION VA A B C 1 SB02 POPCORN MACHINE 15 1 1.86 2.34 0.48 2.34 0.30 1.50 2 30 #10 SB01 ICEE MACHINE 2 3 SB11 SOUP WARMER 15 1 SB88 SCALE 2 4 5 SB05 HOT DOG BUN WARMER 15 1 11 20 1 SB04 HOT DOG GRILLE 6 7 SB87 COOKIE OVEN 20 1 1.36 2.20 2,08 2.08 1 25 #10 S1309 COFFEE BREWER 8 A E NDP VI O 11 SPACE A D FTROVISON 2 20 SB16 MICROWAVE OVEN 10 20 12 O D A R -1J?,-'.10 1.80 5.95 5.95 1 15 SB86 CAPPACCINO MACHINE 14 15 SPACE AND PROVISION 2 60 #4 SB85 FLASH BAKE OVEN 16 17 SPACE AND PROVISION 12 A D P VI 0 18 19 SPACE AND PROVISION 96 CAPRI CF82HL26QU-T465 SPACE SPACE AND PROVISION 20 21 SPACE AND PROVISION 15 SPACE AND PROVISION SPACE AND PROVISION 22 23 SPACE AND PROVISION SPACE AND PROVISION I ISPACE AND PROVISION 24 TOTAL 9.65 PER NEC ARTICLE 220 80 TOTAL LOAD 30.33 FEEDER LOAD 19.72 NOTE: CIRCUITS PREWIRED BY OTHERS. SHOWN FOR INFORMATION 10.85 90 KVA JKVA ONLY. 9.83 82 84 55 KVA AMPS AMPS AMPS 18 19 SPACE AND PROVISION LC2 BY OTHERS) SERVES: SODA FOUNTAIN EQUIP. LOCATION: SODA FOUNTAIN CABINET PANEL PROVIDED WITH CABINET FLUSH MOUNT ##12 PANELBOARD LIGHTING FIXTURE SCHEDULE #6 1-5 AMPS 208/12OV, 3 PH, 4W 100A, M. L. 0. 10,000 AIC GROUND BUS ISOLATED GROUND BUS DESCRIPTION WIRE BRKR PL KVA 770 FT. PLBRK 100 FT. WIRE VA DESCRIPTION 11-15 AMPS A B c 1 SB73 PIZZA DISPLAY 20 1 1.79 f 0.15 0.24 0.70 1.34 1 0.48 1 15 SB88 SCALE 2 3 S1303 POS STATION (1) 20 1 1 20 SB82 ICE CREAM DISPLAY 4 5 SB80 MILK SHAKE MIXER 20,1 1 20 94 SB81 SODA DISPENSER 6 7 SPACE AND PROVISION 0.78 0.15 1 20 SPARE 6" DOWN LIGHT A,C 8 8 F I T 15 1 11 S1306 PRETZEL DISPLAY 20 1 THOMAS M2579-80 SPACE AND PROVISION 10 100 100A/WL 24/4 1 SPACE AND PROVISION 12 A D P VI 0 A,C 96 CAPRI CF82HL26QU-T465 SPACE AND PROVISION 14 15 SPACE AND PROVISION RECESSED WALL WASHER SPACE AND PROVISION 16 17 SPACE AND PROVISION CAPRI CIND8-RMS50CLR SPACE AND PROVISION 18 19 SPACE AND PROVISION 60W PAR38 HIR/FL 1 RECESSED 8" DOWN LIGHT A,C SPACE AND PROVISION 20 21 SPACE AND PROVISION BLADES 120 200 SPACE AND PROVISION 22 23 SPACE AND PROVISION ADJ. STEM CEILING FAN MIN. 42" BLADE A,D SPACE AND PROVISION 24 TOTAL 1.94 PER NEC ARTICLE 220 16 TOTAL LOAD 5.63 FEEDER LOAD 3.74 NOTE: CIRCUITS PREWIRED BY OTHERS. SHOWN FOR INFORMATION 1.72 14 KVA JKVA ONLY. 1.97 16 16 10 KVA AMPS AMPS AMPS 120/277 20 INTEGRAL 2 EMS GENERAL NOTES 1. ALL EMS WIRING & CABLES SHALL BE RUN IN CONDUIT WHERE THEY ARE BELOW BAR JOIST LEVEL OR WOULD BE EXPOSED TO VIEW FROM THE SALES FLOOR, IN OTHER AREAS THEY MAY BE STRUNG ALONG OR PERPENDICULAR TO BAR JOISTS, IF SUPPORTED AT LEAST EVERY 6' BY WIRE TIES TO A BAR JOIST, CONDUIT, OR PIPE. 2. WHERE APPLICABLE, ALL EMS CONDUIT IN SALES AREA SHALL BE CONCEALED (LE, ROUTED UNDER CASES, THRU TUNNELS, WALLS, PIPE RACKS AND/OR CHASES). 3• ALL EMS CABLES/WIRING TO BE IDENTIFIED ON EACH END OF CABLE RUN. 4. ALL EMS CONDUIT, CABLES, AND WIRING SHALL BE INSTALLED AND CONNECTED BY ENERGY MANAGEMENT CONTRACTOR (EMC). 5. EMC SHALL COORDINATE WITH OTHER TRADES TO INSTALL ONLY CODE APPROVED PENETRATIONS OF FIRE WALLS. 6. NOVAR RESERVES THE RIGHT TO CHANGE AND/OR MODIFY ANY/ALL COMPONENTS AND TO MAKE CHANGES TO EQUIPMENT DESIGN. REFER TO NOVAR EQUIPMENT INSTALLATION INSTRUCTIONS FOR CURRENT LAYOUT AND CONFIGURATION, 7, MINOR CHANGES IN MATERIALS OR TERMINATION POINTS SHALL, IN NO CASE, CAUSE INCREASE IN COST TO OWNER OR SERVE CAUSE TO GENERATE CHANGE ORDER PAPERWORK. NO CHANGE ORDER IN INSTALLATION OR TERMINATION OF EMS EQUIPMENT DESIGNATED ON DRAWINGS SHALL BE ACCEPTED BY WAL-MART OR NOVAR. 8, EMC SHALL MAKE ALL TERMINATIONS IN ACCORDANCE WITH WAL-MART AND NOVAR INSTALLATION INSTRUCTIONS. NO MORE THAN 3" OF WIRE(S) SHALL BE EXPOSED AND HEAT SHRINK TUBING SHALL COVER THE END OF THE INSULATING JACKET OF ALL EMS CABLES. NO FOIL OR UNUSED WIRE(S) SHALL BE EXPOSED AFTER APPLICATION OF HEAT SHRINK TUBING, 9. ZONE TEMPERATURE SENSOR (S -X): EMC SHALL INSTALL EACH ZONE TEMPERATURE SENSOR IN SAME LOCATION AS EXISTING THERMOSTATS OR AS SHOWN ON PLAN (ONE PER RTU) ON A 2 X 4 JUNCTION BOX WITH STAINLESS STEEL COVER. THE BOX SHALL BE MOUNTED HORIZONTALLY 84" A.F.F. ON COLUMN OR WALL AS INDICATED ON PLANS. EMC SHALL INSTALL CABLES IN 1/2" CONDUIT FROM SENSOR TO CORRESPONDING RTU OR IOM, RE: 2-E1, 2-E2, 3-E2. 10. EMC SHALL MOUNT ALL SALES FLOOR SENSORS AS SHOWN. EMC SHALL COORDINATE WITH AFFECTED TRADES TO ENSURE PROPER INSTALLATION OF SENSORS, RE: 2-E1, 2-E2, 3-E2. 11, ALL SENSORS NOTED AS EXISTING TO REMAIN (ETR), EMC SHALL VERIFY THAT SENSOR IS OPERATIONAL, 12. NO SPLICING WILL BE ALLOWED OF EXISTING NOVAR WIRING, IF EXISTING WIRING IS NOT LONG ENOUGH TO REACH NEW UNITS, NEW WIRING MUST BE PULLED FROM SOURCE. 13. FIELD LOCATE ALL TEMPERATURE SENSORS AND CONNECT TO NEW ETM CONTROLLERS LOCATED ON NEW ROOFTOP UNITS. VERIFY ALL SENSOR LOCATIONS WITH WAL-MART CONSTRUCTION MANAGER. PANELBOARD NOTES (1) TERMINATE GROUND ON ISOLATED GROUND BUS. (2) INSTALL LOCKING DEVICE (LOCK -OFF FOR MAINTENANCE). (3) INSTALL LOCKING DEVICE (LOCK -ON FOR CRITICAL LOAD). (4) GFI BREAKER. (5) REFER TO SITE LIGHTING PLAN FOR WIRE SIZES. (6) CONDUCTOR SIZE HAS BEEN INCREASED FOR VOLTAGE DROP, SIZE EQUIPMENT GROUNDING CONDUCTOR PROPORTIONATELY PER NEC. (7) REFER TO ONE -LINE DIAGRAM FOR AVAILABLE FAULT CURRENT FOR INTERRUPT RATINGS. (8) REFER TO ONE -LINE DIAGRAM FOR WIRE SIZES. (9) FACTORY WIRED TO LOAD. (10) BREAKER SHALL BE HIGH MAGNETIC TYPE. (11) NEW PANEL TO REPLACE EXISTING PANEL WITH .1•HE SAME NAME. NEW PANEL POPULATION WAS DETERMINED BY ORIGINAL CONSTRUCTION DRAWINGS. E.C. SHALL VERIFY THAT ALL EXISTING BRANCH CIRCUITS ARE EXTENDED TO NEW PANEL LOCATION. E.C. SHALL VERIFY CONDITION OF EXISTING BRANCH CIRCUIT CONDUIT AND WIRE TO EXTEND PRIOR TO USE, TO INSURE THAT THEY MEET ALL U.L. RATINGS AND REPLACE AS REQUIRED. (12) ROUTE CIRCUIT THROUGH "SWEATMISER PANEL" (13) EXISTING CIRCUIT TO REMAIN. (14) ROUTE CIRCUIT THROUGH NEW CONTACTOR REF 1-E4, 1-EM2 (15) PROVIDE INTERLOCK WIRING WITH EXHAUST HOOD ANSUL SYSTEM. (16) CIRCUIT TO BE RELOCATED FROM EXISTING PANELBOARD. (17) INSTALL HACR RATED BREAKER. (18) HACR CIRCUIT BREAKER. (19) EXISTING PANELBOARD TO BE RELOCATED TO NEW LOCATION INDICATED ON PLAN. ALL CIRCUIT BREAKERS ARE NEW UNLESS NOTED OTHERWISE. CAREFULLY RELOCATE AND INSTALL TO INSURE THE INTEGRITY AND U.L. RATING. (20) EXISTING CIRCUIT BREAKER TO REMAIN, VERIFY CONDITION TO INSURE THAT IT IS OPERATIONAL AND MEETS ALL U.L. RATINGS GENERAL NOTES 1, FURNISH AND INSTALL ALL MATERIALS FOR A COMPLETE INSTALLATION IN ALL RESPECTS READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH NEC, STATE AND LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. ARRANGE ALL WORK TO KEEP DISRUPTIONS TO STORE OPERATION TO A MINIMUM. COORDINATE ANY DISRUPTIONS WITH WAL-MART CONSTRUCTION MANAGER. COORDINATE BETWEEN EXISTING AND NEW CONSTRUCTION. E.C. SHALL PAY FOR ALL NECESSARY FEES AND PERMITS, 2. E.C. SHALL VERIFY THAT THE PANELBOARDS USED TO SUPPLY POWER TO THE NEW LOADS HAVE THE SPACE AND AMPACITY TO DO SO PRIOR TO ROUGH -IN. 3. DEMOLITION: ELECTRICAL CONTRACTOR SHALL PROVIDE ELECTRICAL DEMOLITION OF AREAS AFFECTED BY THE RENOVATION. REMOVE CONDUITS AND WIRES ALL THE WAY BACK TO ORIGINATING JUNCTION BOXES OR PANELS. DEMOLITION SHALL NOT AFFECT ACTIVE CIRCUITS, LABEL CIRCUIT IN PANELS AS SPARE, 4. NEW CIRCUITS: NEW ELECTRICAL CIRCUITS FOR THIS PROJECT SHALL BE ROUTED TO PANELBOARD AS INDICATED ON DRAWINGS. NO CIRCUITRY WILL BE ALLOWED TO BE ROUTED ACROSS THE ROOF OR THE EXTERIOR SIDE OF THE EXTERIOR WALLS. 5. EXISTING CIRCUITS: 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 OPERATION. EXISTING CIRCUITS: E.C. SHALL TRACE ALL ELECTRICAL CIRCUITS FOR ALL EXISTING ELECTRICAL PANELBOARDS AFFECTED BY NEW WORK AND PROVIDE LEGIBLE TYPEWRITTEN CIRCUIT DIRECTORIES IDENTIFYING LOAD(S) ON EACH CIRCUIT MOUNTED UNDER CLEAR PLASTIC COVER INSIDE A DIRECTORY HOLDER. 6. UNDERGROUND SERVICES: IF NEW CONSTRUCTION DISRUPTS 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 PROPER OPERATION, 7. ALL CUTTING AND PATCHING OF WALL AND FLOORS FOR ELECTRICAL EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR, COORDINATE WITH WAL-MART CONSTRUCTION MANAGER PRIOR TO CUTTING WALLS AND FLOORS. 8. FIRE WALL PENETRATIONS, INSTALL O.Z./GEDNEY CFS SERIES 3 -HOUR FIRE SEAL OR EQUAL WHERE CONDUITS PENETRATE FIRE WALL. 9. ALL PANELBOARDS SHOWN ON PLAN ARE EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. 10. ALL WIRING SHALL BE #12 AWG UNLESS NOTED OTHERWISE. 11. 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" 12. E.C. SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR EFFECTIVE THE DAY THE PROJECT IS ACCEPTED BY THE OWNER. 13. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE 1999 NATIONAL ELECTRICAL CODE AND ALL LOCAL AND STATE CODES, ELECTRICAL ABBREVIATIONS CF CEILING FAN CO CHECK OUT CR CORD REEL CW CASH/WRAP EF EXHAUST FAN G,GND GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER IG ISOLATED GROUND NL NIGHT LIGHT R.E.C. REFRIGERATION ELECTRICAL CONTRACTOR RK RACK RECEPTACLE RH RADIANT HEATER UH UNIT HEATER UNO UNLESS NOTED OTHERWISE WH WATER HEATER WP WEATHER PROOF XFER TRANSFER XFMR TRANSFORMER 20A WIRE SIZING SCHEDULE ALL WIRE SIZES SHOWN ON PANEL SCHEDULES 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. 120 VOLT ##12 ##10 LIGHTING FIXTURE SCHEDULE #6 1-5 AMPS 200 FT. NUMBER VENDOR 770 FT. CATALOG NUMBER 100 FT. VOLTS VA LAMP (PHILIPS) 11-15 AMPS MOUNTING DESCRIPTION NOTES ORDER NUMBER QTY 16 DUAL -LITE LXURWEI 120/277 4 INTEGRAL SURFACE LED EXIT SIGN W/ EMERG BATTERY B,C 94 CAPRI CIND6-1502 M1 -CLEAR 120 90 90PAR38/HAL/FL28 1 RECESSED 6" DOWN LIGHT A,C 95 THOMAS M2579-80 120 100 100A/WL 24/4 1 8'-0" AFF PENDANT LIGHT A,C 96 CAPRI CF82HL26QU-T465 120 52 26W QUAD 2 RECESSED WALL WASHER A,C 97 CAPRI CIND8-RMS50CLR 120 60 60W PAR38 HIR/FL 1 RECESSED 8" DOWN LIGHT A,C 98 HUNTER CLASSIC BLACK #23855 W/ OAK BLADES 120 200 N/A ADJ. STEM CEILING FAN MIN. 42" BLADE A,D 99 DUAL -LITE LZW2D1 120/277 20 INTEGRAL 2 SURFACE EMERGENCY BATTERY UNIT A,C LIGHT FIXTURE SCHEDULE NOTES: A. ALL LAMPS IN FOOD SERVCE AREA SHALL BE SHATTERPROOF OR PROVIDED WITH LENS. B. FIXTURES UTILIZE A BATTERY BACKUP SYSTEM AND SHALL NOT BE SWITCHED. C. FIXTURES PROVIDED BY WAL-MART. CONTACT HUNZICKER LIGHING (JOHN DEAN - 800-324-1026) FOR PROCUREMENT . THE STORAGE OF THESE FIXTURES IS THE RESPONSIBILITY OF THE CONTRACTOR. D. FIXTURES PROVIDED BY CONTRACTOR. THE STORAGE OF THESE FIXTURES IS THE RESPONSIBILITY OF THE CONTRACTOR, EMS GENERAL NOTES 1. ALL EMS WIRING & CABLES SHALL BE RUN IN CONDUIT WHERE THEY ARE BELOW BAR JOIST LEVEL OR WOULD BE EXPOSED TO VIEW FROM THE SALES FLOOR, IN OTHER AREAS THEY MAY BE STRUNG ALONG OR PERPENDICULAR TO BAR JOISTS, IF SUPPORTED AT LEAST EVERY 6' BY WIRE TIES TO A BAR JOIST, CONDUIT, OR PIPE. 2. WHERE APPLICABLE, ALL EMS CONDUIT IN SALES AREA SHALL BE CONCEALED (LE, ROUTED UNDER CASES, THRU TUNNELS, WALLS, PIPE RACKS AND/OR CHASES). 3• ALL EMS CABLES/WIRING TO BE IDENTIFIED ON EACH END OF CABLE RUN. 4. ALL EMS CONDUIT, CABLES, AND WIRING SHALL BE INSTALLED AND CONNECTED BY ENERGY MANAGEMENT CONTRACTOR (EMC). 5. EMC SHALL COORDINATE WITH OTHER TRADES TO INSTALL ONLY CODE APPROVED PENETRATIONS OF FIRE WALLS. 6. NOVAR RESERVES THE RIGHT TO CHANGE AND/OR MODIFY ANY/ALL COMPONENTS AND TO MAKE CHANGES TO EQUIPMENT DESIGN. REFER TO NOVAR EQUIPMENT INSTALLATION INSTRUCTIONS FOR CURRENT LAYOUT AND CONFIGURATION, 7, MINOR CHANGES IN MATERIALS OR TERMINATION POINTS SHALL, IN NO CASE, CAUSE INCREASE IN COST TO OWNER OR SERVE CAUSE TO GENERATE CHANGE ORDER PAPERWORK. NO CHANGE ORDER IN INSTALLATION OR TERMINATION OF EMS EQUIPMENT DESIGNATED ON DRAWINGS SHALL BE ACCEPTED BY WAL-MART OR NOVAR. 8, EMC SHALL MAKE ALL TERMINATIONS IN ACCORDANCE WITH WAL-MART AND NOVAR INSTALLATION INSTRUCTIONS. NO MORE THAN 3" OF WIRE(S) SHALL BE EXPOSED AND HEAT SHRINK TUBING SHALL COVER THE END OF THE INSULATING JACKET OF ALL EMS CABLES. NO FOIL OR UNUSED WIRE(S) SHALL BE EXPOSED AFTER APPLICATION OF HEAT SHRINK TUBING, 9. ZONE TEMPERATURE SENSOR (S -X): EMC SHALL INSTALL EACH ZONE TEMPERATURE SENSOR IN SAME LOCATION AS EXISTING THERMOSTATS OR AS SHOWN ON PLAN (ONE PER RTU) ON A 2 X 4 JUNCTION BOX WITH STAINLESS STEEL COVER. THE BOX SHALL BE MOUNTED HORIZONTALLY 84" A.F.F. ON COLUMN OR WALL AS INDICATED ON PLANS. EMC SHALL INSTALL CABLES IN 1/2" CONDUIT FROM SENSOR TO CORRESPONDING RTU OR IOM, RE: 2-E1, 2-E2, 3-E2. 10. EMC SHALL MOUNT ALL SALES FLOOR SENSORS AS SHOWN. EMC SHALL COORDINATE WITH AFFECTED TRADES TO ENSURE PROPER INSTALLATION OF SENSORS, RE: 2-E1, 2-E2, 3-E2. 11, ALL SENSORS NOTED AS EXISTING TO REMAIN (ETR), EMC SHALL VERIFY THAT SENSOR IS OPERATIONAL, 12. NO SPLICING WILL BE ALLOWED OF EXISTING NOVAR WIRING, IF EXISTING WIRING IS NOT LONG ENOUGH TO REACH NEW UNITS, NEW WIRING MUST BE PULLED FROM SOURCE. 13. FIELD LOCATE ALL TEMPERATURE SENSORS AND CONNECT TO NEW ETM CONTROLLERS LOCATED ON NEW ROOFTOP UNITS. VERIFY ALL SENSOR LOCATIONS WITH WAL-MART CONSTRUCTION MANAGER. PANELBOARD NOTES (1) TERMINATE GROUND ON ISOLATED GROUND BUS. (2) INSTALL LOCKING DEVICE (LOCK -OFF FOR MAINTENANCE). (3) INSTALL LOCKING DEVICE (LOCK -ON FOR CRITICAL LOAD). (4) GFI BREAKER. (5) REFER TO SITE LIGHTING PLAN FOR WIRE SIZES. (6) CONDUCTOR SIZE HAS BEEN INCREASED FOR VOLTAGE DROP, SIZE EQUIPMENT GROUNDING CONDUCTOR PROPORTIONATELY PER NEC. (7) REFER TO ONE -LINE DIAGRAM FOR AVAILABLE FAULT CURRENT FOR INTERRUPT RATINGS. (8) REFER TO ONE -LINE DIAGRAM FOR WIRE SIZES. (9) FACTORY WIRED TO LOAD. (10) BREAKER SHALL BE HIGH MAGNETIC TYPE. (11) NEW PANEL TO REPLACE EXISTING PANEL WITH .1•HE SAME NAME. NEW PANEL POPULATION WAS DETERMINED BY ORIGINAL CONSTRUCTION DRAWINGS. E.C. SHALL VERIFY THAT ALL EXISTING BRANCH CIRCUITS ARE EXTENDED TO NEW PANEL LOCATION. E.C. SHALL VERIFY CONDITION OF EXISTING BRANCH CIRCUIT CONDUIT AND WIRE TO EXTEND PRIOR TO USE, TO INSURE THAT THEY MEET ALL U.L. RATINGS AND REPLACE AS REQUIRED. (12) ROUTE CIRCUIT THROUGH "SWEATMISER PANEL" (13) EXISTING CIRCUIT TO REMAIN. (14) ROUTE CIRCUIT THROUGH NEW CONTACTOR REF 1-E4, 1-EM2 (15) PROVIDE INTERLOCK WIRING WITH EXHAUST HOOD ANSUL SYSTEM. (16) CIRCUIT TO BE RELOCATED FROM EXISTING PANELBOARD. (17) INSTALL HACR RATED BREAKER. (18) HACR CIRCUIT BREAKER. (19) EXISTING PANELBOARD TO BE RELOCATED TO NEW LOCATION INDICATED ON PLAN. ALL CIRCUIT BREAKERS ARE NEW UNLESS NOTED OTHERWISE. CAREFULLY RELOCATE AND INSTALL TO INSURE THE INTEGRITY AND U.L. RATING. (20) EXISTING CIRCUIT BREAKER TO REMAIN, VERIFY CONDITION TO INSURE THAT IT IS OPERATIONAL AND MEETS ALL U.L. RATINGS GENERAL NOTES 1, FURNISH AND INSTALL ALL MATERIALS FOR A COMPLETE INSTALLATION IN ALL RESPECTS READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH NEC, STATE AND LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. ARRANGE ALL WORK TO KEEP DISRUPTIONS TO STORE OPERATION TO A MINIMUM. COORDINATE ANY DISRUPTIONS WITH WAL-MART CONSTRUCTION MANAGER. COORDINATE BETWEEN EXISTING AND NEW CONSTRUCTION. E.C. SHALL PAY FOR ALL NECESSARY FEES AND PERMITS, 2. E.C. SHALL VERIFY THAT THE PANELBOARDS USED TO SUPPLY POWER TO THE NEW LOADS HAVE THE SPACE AND AMPACITY TO DO SO PRIOR TO ROUGH -IN. 3. DEMOLITION: ELECTRICAL CONTRACTOR SHALL PROVIDE ELECTRICAL DEMOLITION OF AREAS AFFECTED BY THE RENOVATION. REMOVE CONDUITS AND WIRES ALL THE WAY BACK TO ORIGINATING JUNCTION BOXES OR PANELS. DEMOLITION SHALL NOT AFFECT ACTIVE CIRCUITS, LABEL CIRCUIT IN PANELS AS SPARE, 4. NEW CIRCUITS: NEW ELECTRICAL CIRCUITS FOR THIS PROJECT SHALL BE ROUTED TO PANELBOARD AS INDICATED ON DRAWINGS. NO CIRCUITRY WILL BE ALLOWED TO BE ROUTED ACROSS THE ROOF OR THE EXTERIOR SIDE OF THE EXTERIOR WALLS. 5. EXISTING CIRCUITS: 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 OPERATION. EXISTING CIRCUITS: E.C. SHALL TRACE ALL ELECTRICAL CIRCUITS FOR ALL EXISTING ELECTRICAL PANELBOARDS AFFECTED BY NEW WORK AND PROVIDE LEGIBLE TYPEWRITTEN CIRCUIT DIRECTORIES IDENTIFYING LOAD(S) ON EACH CIRCUIT MOUNTED UNDER CLEAR PLASTIC COVER INSIDE A DIRECTORY HOLDER. 6. UNDERGROUND SERVICES: IF NEW CONSTRUCTION DISRUPTS 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 PROPER OPERATION, 7. ALL CUTTING AND PATCHING OF WALL AND FLOORS FOR ELECTRICAL EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR, COORDINATE WITH WAL-MART CONSTRUCTION MANAGER PRIOR TO CUTTING WALLS AND FLOORS. 8. FIRE WALL PENETRATIONS, INSTALL O.Z./GEDNEY CFS SERIES 3 -HOUR FIRE SEAL OR EQUAL WHERE CONDUITS PENETRATE FIRE WALL. 9. ALL PANELBOARDS SHOWN ON PLAN ARE EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. 10. ALL WIRING SHALL BE #12 AWG UNLESS NOTED OTHERWISE. 11. 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" 12. E.C. SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR EFFECTIVE THE DAY THE PROJECT IS ACCEPTED BY THE OWNER. 13. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE 1999 NATIONAL ELECTRICAL CODE AND ALL LOCAL AND STATE CODES, ELECTRICAL ABBREVIATIONS CF CEILING FAN CO CHECK OUT CR CORD REEL CW CASH/WRAP EF EXHAUST FAN G,GND GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER IG ISOLATED GROUND NL NIGHT LIGHT R.E.C. REFRIGERATION ELECTRICAL CONTRACTOR RK RACK RECEPTACLE RH RADIANT HEATER UH UNIT HEATER UNO UNLESS NOTED OTHERWISE WH WATER HEATER WP WEATHER PROOF XFER TRANSFER XFMR TRANSFORMER 20A WIRE SIZING SCHEDULE ALL WIRE SIZES SHOWN ON PANEL SCHEDULES 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. 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. 110 FT. 1 165 FT. 1 255 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. FEEDER SCHEDULE 65 60A, (4)#4, (1)#10G, (1)##10 ISO OND 1-1/4" C 104 100A, (4)#1, (1)##80, 1-1/2" C 155 150A, (4)#1/0, (1)#6G, (1)##6 IG 1-1/2" C 0 � w� q) W.< agog m Z V4 z WZz WE IL3 o Y N p0> (f)pul- `lZ Wq wz`t � ul wvi¢UO \w 5 71 Ox8� ]i V a � a�'o�v��wR�o- �UW M2U0�0 0 O W 00p0 D F- 0,0 a�ooaazz¢ �v' k'CL aF- CL `'�°=�o'wF'0auj QRZ qV) I- �w ow F V) 8z,,- 'rro��a�� (0 �W� O-QOLw�wwg0 � li N Z O J L1<C V Q Q Q'w - rr7 CD � I 13 o CD ® W q Q ® � U O 0 L0 0 0 •v �T, Q a z W w Pa U7 0 ISSUE BLOCK 1 CCR#1 04/25/03 CHECKED BY: VGM DRAWN BY: MVH DOCUMENT DATE: 03/03/03 I ELECTRICAL SCHEDULES SHEET: E2 KID CONNECTION/SODA FOUNTAIN SANFORD, FLORIDA STORE NO.: 0857 EXISTING SQ FT: DATE: 2,236 03/03/03 GENERAL ci COVER SHEET ARCHITECTURAL AD1 DEMOLITION PLAN Al FLOOR PLAN AND SYMBOL LEGEND A1.1 EQUIPMENT PLAN AND EQUIPMENT SCHEDULE A2 INTERIOR ELEVATIONS AND MOULDING SCHEDULE A3 TILE PATTERN PLAN AND REFLECTED CEILING PLAN A4 ENLARGED SERVICE COUNTER PLAN AND SECTIONS A4.1 SECTIONS AND DETAILS A5 DOOR TYPES, WALL TYPES, SCHEDULES AND DETAILS A6 SPECIFICATIONS A6.1 SPECIFICATIONS MECHANICAL M1 MECHANICAL PLAN MES1 MECHANICAL SPECIFICATIONS MES2 MECHANICAL AND ELECTRICAL SPECIFICATIONS GENERAL INFORMATION 1. ALL WORK SHALL BE DONE IN STRICT 5. ANY DAMAGE TO WAL—MART PROPERTY 9. REPAIR, REROUTE AND EXTEND ALL ACCORDANCE WITH ALL STATE AND LOCAL DURING THE CONSTRUCTION PROCESS SERVICES, PIPING, CONDUITS AND BUILDING CODES, NATIONAL ELECTRIC SHALL BE REPAIRED AND REPLACED BY EQUIPMENT AS REQUIRED DURING THE CODE (LATEST EDITION), AND ANY THE CONTRACTOR AT NO ADDITIONAL CONSTRUCTION PROCESS FOR THE APPLICABLE REGULATIONS AND COST TO WAL—MART. THE CONTRACTOR COMPLETE INSTALLATION AND OPERATION ORDINANCES HAVING JURISDICTION. SHALL PAY WAL—MART THE RETAIL COST OF NEW EQUIPMENT. THIS INCLUDES ALL 2. THE EXISTING BUILDING SHALL BE OF ANY DAMAGED MERCHANDISE. ITEMS SHOWN OR NOT SHOWN ON THE PROTECTED FROM MOISTURE, DUST, AND 6. REMOVE ANY EXISTING SERVICES, DRAWINGS. RESET EXISTING EQUIPMENT OR DEBRIS. INSTALL TEMPORARY DUST FINISHES,; AND SURFACES AS REQUIRED RELATED ITEMS AS REQUIRED FOR PROPER PARTITIONS AS REQUIRED TO PROHIBIT FOR THE INSTALLATION OF NEW OPERATION. DUST FROM ENTERING THE SALES AREA CONSTRUCTION. PROVIDE FURRING AROUND 10. FURNISH AND INSTALL ALL MATERIALS DURING DEMOLITION. CONDUITS AND PIPING SHOWN OR NOT FOR A COMPLETE INSTALLATION READY 3. THE CONTRACTOR SHALL KEEP THE SHOWN AND FINISH OUT FURRING TO FOR INTENDED USE. ALL INSTALLATIONS CONSTRUCTION AREA CLEAN AND SHALL MATCH EXISTING ADJACENT SURFACES. SHALL BE IN ACCORDANCE WITH REMOVE TRASH AND DEBRIS FROM THE 7. WHERE EXISTING SURFACES ARE TO -MANU�TUREK'S RECOMMENDATIONS AND CONSTRUCTION AREA DAILY. NO REMAIN, REPAIR AND PATCH AS INS CTIOW. '6 FLAMMABLE LIQUIDS OR MATERIALS SHALL NECESSARY TO MATCH EXISTING. IF MODIFICATION TO SPRINKLER SYSTEM IS ,,`BE .STORED-LL�L.TI-LE� G NG & SCHEDULE ALL WORK TO KEEP REQUIRED GENERAL CONTACTOR SHALL 4. DURING CONSTRUCTION TWO UL LISTED DISRUPTIONS TO THE STORE OPERATIONSHIRE LICENSED SPRINKLER CONTRACTOR. (TO 2A:20BC DRY CHEMICAL FIRE AT A MINIMUM. COORDINATE UTILITY CONTRACTOR TO SUBMIT SIGNED AND EXTINGUISHERS SHALL BE ACCESSIBLE AT DISRUPTIONS WITH THE WAL—MART STORESEALED SPRINKLER DRAWINGS FOR ALL TIMES WITHIN THE CONSTRUCTION MANAGER. APPROVAL PRIOR TO ANY ALTERATION OF AREA. THE AUTOMATIC SPRINKLER SYSTEM. WORK BE DONE UNDER SEPARATE PERMIT. PLUM INGRre DepL, P1 WASTE & VENT PLAN & RISER Final insp� ' 1�- P2 WATER PLAN & RISER Date P3 PLUMBING SCHEDULES AND DETAILS ELEURICAL F1 ELECTRICAL PLANS E2 ELECTRICAL SCHEDULES GENERAL CONTRACTOR NOTES 1. EXISTING CONDITIONS SHOWN IN THESE 3. EACH SUBCONTRACTOR IS RESPONSIBLE 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE PLANS ARE FROM ORIGINAL DESIGN FOR HAVING THOROUGH KNOWLEDGE OF ADEQUATE SHORING, BRACING AND SUPPORT SYSTEMS DRAWINGS AND HAVE NOT BEEN FIELD ALL DRAWINGS AND SPECS IN THEIR AND TO KEEP EXISTING INTACT AND IN SAFE VERIFIED BY THE ARCHITECT. ALL LXIS TING RELATED AREA. THE FAILURE TO CONDITION DURING THE REMOVAL OF ITEMS AND NEW MATERIAL, DIMENSIONS, ELEVATION, AND ACQUAINT THEMSELVES WITH THIS CONSTRUCTION. IT IS THE CONTRACTORS GENERAL CONDITIONS OF THE BUILDING KNOWLEDGE DOES NOT RELIEVE THEM OF RESPONSIBILITY FOR MEANS AND METHODS OF SHALL BE VERIFIED BEFORE PURCHASE OF ANY RESPONSIBILITY FOR PERFORMING DEMOLITION AND NEW CONSTRUCTION. MATERIAL AND CONSTRUCTION. NOTIFY THEIR WORK PROPERLY. NO ADDITIONAL WAL--MART CONSTRUCTION MANAGER OF COMPENSATION SHALL BE ALLOWED 6. THE GENERAL CONTRACTOR IS TO VERIFY EXISTING ANY DISCREPANCIES BETWEEN PLANS AND BECAUSE OF CONDITIONS THAT OCCUR CONCRETE SLAB CONSTRUCTION TYPE PRIOR TO ANY FIELD CONDITIONS IMMEDIATELY. DUE TO FAILURE TO FAMILIARIZE WORKERS SAWCUTTING OF THE SLAB. CONTACT ARCHITECT WITH THIS KNOWLEDGE. IMMEDIATELY IF ANY STRUCTURAL SLABS ARE 2. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES, WHETHER THEY ARE SHOWN ON THE DRAWINGS OR NOT PRIOR TO BIDDING AND SHALL NOTIFY WAL MART STORE PLANNING OF WORK RESULTING FROM THE LOCATION OF ANY EXISTING UTILITIES. -Fire Dept.. I Final InspU Date I 4. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE ITEMS AS DIRECTED BY WAL-MART CONSTRUCTION MANAGER DURING PRF'- CONSTRUCTION MEETING. ENCOUNTERED. AIR SYSTEMS L.A. DARLING T&K LUMBER CO. INC. DYNAMIC CLOSURE ELIASON SHERMAN WILLIAMS LIRON WILSONART LAMINATE ARMSTRONG AMERICAN OLEAN POSITIVE LOCKS HUNZICKER SPI BILL STEELMAN or STEVE WITZELING KENNETH FIELDING JIMMY LFFABVRE JASON HORN SCOTT WEBER RACHEL GERHARDT KEVIN KAULFUS BRUCE TRICE SHAWN CAMPBELL KIMBRA WHITE JOHN DEAN (800) 326---6736 DION CHAMBERS (479) 464-2844 800--624-6828 800-663-4599 (616) 327--7003 (479) 464-0001 (713) 802---9137 (254) 207-0207 (501) 758-9650 (214) 309--4083 800-342-7670 800-324--1026 800-643-2980 EXT. 310 RECEIVED MAR 172 03 PROJECT DATA & CODE INFORMATION CODES: STORE INFORMATION: 2001 FLORIDA BUILDING CODE 3653 ORLANDO DRIVE 2001 FLORIDA MECHANICAL CODE SANFORD, FL 32773 2001 FLORIDA FIRE PREVENTION CODE (407) 321-1371 phone 2001 FLORIDA PLUMBING CODE 1994 NATInNAI FI F( -TRIC: COnF OCCUPANCY: - M - MERCANTILE TYPE OF CONSTRUCTION: TYPE 2C - UNPROTECTED BUILDING IS PROTECTED BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM AND IS ISOLATED BY PERMANENT OPEN SPACE AS SPECIFIED IS SECTION 504.2. UNLIMITED AREA CRITERIA IS APPLICABLE BUILDING INFORMATION: TENANT SPACE REMODEL = 2,236 SQ. FT. LOCAL CONTACTS BUILDING OFI" ICAL: BUILDING OFFICIAL CITY OF SANFORD BUILDING DEPT. 300 NORTH PARK AVE. SANFORD, FLORIDA 32771 (407) 330-5660 phone CONSULTANTS MEP ENGINEERS HENDERSON ENGINEERS, INC. 8325 LENEXA DRIVE, Suite 400 LENEXA, KANSAS 66214 (913) 307-5300 KEY PLAN 1 e Ar SANPORf7 BUILDINGIL [)EPT TOCCf" r 4{�PL3F 1 TA VIt`WFL3MYT,CONDI Mr 4 PFF 1 LIC -NS HA �LT� p. NOT AS AU1 C0 20 �'POCFFD qty �. :r:'• OF-rOR SE A -j,- 70 VroLATE. +UFINi• CIF �ECHNtCAL T ANY oF- C" A nFRM47 PRE"V cuDF',. fJOSHAlR HL. T" HFRFAFT .N? -, 'Eou VtQLRTIfJ .QTrT r1P NC'P Vf NS -N ARORG�ON OFFICE COPY _ V - PERMIT #oa •t CHECKED BY: WCS DRAWN BY- WC,; DOCUMENT DATE: 03-03-03 341 c--1 W o�J�aaaaovw ¢ 4�M�V 4W- aN3 O wo OZN� In rY U Q x p,,,WWvrWrp Vl LL' f n- (n aoWM ''oocZaa Z �O aW �4'ZrYaW �p��zo�rraaWoam CHECKED BY: WCS DRAWN BY- WC,; DOCUMENT DATE: 03-03-03 341 c--1 —L. DEMOLITION NOTES CHECKED BY: WCS 1. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE DRAWN BY: WCS MANNER AND IN STRICT ACCORDANCE WITH OSHA _ DOCUMENT DATE: 03-03-03 REGULATIONS, 2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION, THE WORK INCLUDES BUT IS NOT LIMITED TO, THE DEMOLITION AND REMOVAL OF WALLS, DOORS, FASCIAS, CEILINGS, SOFFITS, FLOORING, FIXTURES, PLUMBING, MECHANICAL, SPRINKLER, AND ELECTRICAL ITEMS INCLUDING CONDUITS, DUCTWORK, AND ITEMS WHETHER OR NOT SHOWN ON DRAWING FOR INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING, BRACING AND SUPPORT SYSTEMS AND TO KEEP EXISTING INTACT AND IN SAFE CONDITION DURING THE REMOVAL OF ITEMS AND NEW CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY FOR MEANS AND METHODS OF DEMOLITION AND NEW CONSTRUCTION. 4. DURING DEMOLITION AND RECONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH THE WAL-MART CONSTRUCTION MANAGER ANY SAFETY BARRIERS OR BARRICADES. 5, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A DEMOLITION PERMIT AS REQUIRED BY ALL CITY AND/OR COUNTY AGENCIES. 6. ALL DEMO MATERIALS NOT REUSED OR RELOCATED SHALL BE REMOVED BY THE CONTRACTOR. COORDINATE WITH WAL--MART MANAGER REGARDING MATERIALS TO BE SALVAGED BY WAL-MART. 7. EXISTING CONDITIONS SHOWN IN THESE PLANS ARE FROM ORIGINAL DESIGN DRAWINGS AND HAVE NOT BEEN FIELD VERIFIED BY THE �` ^ (� �J �:lV!•t,••', 5mid �, � ''JVJ�1T �::'IC�' � � M.1V, r �I' V�,,.., i` P t� 'K �- L�' l,�G' .,-.�.J. 9.+ � n .^.Pf.I.MER �Ay� i[]` r' 1� �,t� .� +....--._•r..",w.- -.� ...- G -. 'tkftF d3 . • Pr ':.'✓F' EL TION � ANt� GE R I I S,_ EVA NE AL 'GOND T QN OF°rHE BUILDING SHALT_ BE VERIFIED BEF-ORE PURCHASE OF MATERIAL AND CONSTRUCTION, NOTIFY WAL-MART CONSTRUCTION MANAGER OF ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS IMMEDIATELY. 8. REMOVE ALL EXISTING CEILING TILES AND GRID SYSTEM, EXISTING CEILING TILE AND GRID SYSTEM TO BE REMOVED - TYPICAL 9. REMOVE ALL EXISTING HVAC DIFFUSERS AND RETURN GRILLS AND SAVE FOR REUSE, COORDINATE EXISTING DUCT WORK WITH NEW MECHANICAL PLAN. EXISTING SIGNAGE TO BE REMOVED - COORDINATE WITH WAL-MART 10. REMOVE ALL EXISTING LIGHT FIXTURES AND SAVE CONSTRUCTION MANAGER----.-- . FOR REUSE. REFERENCE ELECTRICAL AND VERIFY WITH WAL-MART CONSTRUCTION MANAGER FOR REUSE. EXISTING BULKHEAD TO BE 11. VERIFY EXISTING CONCRETE SLAB CONSTRUCTION REMOVED - TYPICAL --- PRIOR TO ANY SAWCU TING OF THE SLAB. EXISTING RAILING TO BE REMOVED - TYPICAL EXISTING FLOOR FINISHES TO BE REMOVED - TYPICAL TEMPORARY DUST PARTITION - RE: 2/AD1 -- z Q J w w w 0 z z Lu r Q w z u- -v SECUR11 1/2" _ 11-0" 2" x 4" PLATE WITH CONTINUOUS SEALANT ALL AROUND EXISTING WALL EXTEND WALL MINIMUM 2'-0" EACH SIDE OF OPENING 1/2" CDX PLYWOOD SCREW TO STUDS OVER 6 MIL. CLEAR POLY SHEETS -• TAPE ALL JOINTS AT POLY SHEETS PRIOR TO INSTALLATION OF PLYWOOD - PROVIDE 2" x 4" BLOCKING AT EACH PLYWOOD JOINT PROVIDE (2) 3'-0"x6'-8" HINGED DOORS WITH HASP LOCK ON SALES FLOOR SIDE, ENSURE DOORS SEAL FOR DUST PROTECTION 2" x 4" STUDS AT 24" O.C. 2" x 4" PLATE WITH CONTINUOUS SEALANT ALL AROUND GENERAL CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGED FLOOR TILE DUE TO INSTALLATION OF OR REMOVAL OF TEMPORARY DUST WALL DUST WALL. DUST PAP,TITION.DWG C EXISTING FLOOR FINISHES TO BE REMOVED IN PREP AND SERVICE AREAS 1 7 1 � .. .+•' � t~ �.a ,. � a t � .... ss" �.+.�-.>r .. a .�.,•,. +I -a � ' .w. .,. ., .. � �:. f .......-_. ,� x 1' 2 a ,.., t r s ', ai :.,: „s .n -::r�-- .�..-.-_.L.r._•..-^-.--'• - �.-..—^-+-.r'w•..-._ ., lu...s LGsb. 4 T k ................�-.-----•-�'.>�.._.• w.,----�- �.�_,-,-�.�.e-cam �. �,4,-,... `L' ..�.. v REMOVE EXISTING HOOD - RE: MECHANICAL--\------------ �- r ----,( }r M I % I 1 _ __ �I I --- ------ i fur' — u�� (; 71d 11 (� _,fit f� it ' g1 I ! I I \i 1 11 I\. -�M 1 I 1 I I11 I � % II .-� II 1 IXit IIxI I IIII ,x\� I._j '-_— I L—�k-____—_—__� ! 1 t i 1 li i - I U: 1 I 1 f �- -�E I ---------- ALL EQUIPMENT TO BE ALL EQUIPMENT TO BE REMOVED TYPICAL I I EXISTING REMOVED - TYPICAL -- ; VERIFIY WITH WAL MART EXISTING II UTILITY AREA VERIFIY WITH WAL-MART E� --jI_�- CONSTRUCTION MANAGER SERVICE AREA I 1 CONSTRUCTION MANAGER LA 1 - _-----r,�.�----,--------_-._------ 1 t l I I 111 It"""1' 1 I rl !l I r 1 1 1 I i I I 111 1 L _� Ir ---.......------,r ----------- r ---_ _ i� -_ __ ; _,.-•---- I! _J I L_-; I I I I 1 I I II I i IIL.I.�..�.I.--Jr..--------- _ I I 11 II I 1, 1 1 I i ----��___ -I---17�=J_.,...... --- I.... ------I II II t f i..--..___ �_ ___ 1� _ _ _______J________ 1 _____J h I --------- j - I, -__- - ---_ _....._ - _ _ _ __ I 1 I I •-•, } 11 I II I 1 II 1 1 L ----____..-_a 1 EXISTING ,4-, _____�-��1 ��___�_�i\\. ice` SNACKBAR ------- r-----------1 ..,. I1 I r"'••� r-'` „"_�. r--� r--., .•-•., r_1 .+^•� r^•v,\ !,,'..'1\ 1 1 r'- 1 !r } r II Ir r 1 Ir 1 Ir t Ir 1 1 1 i E ..�� \ti�� 1 I �`r� �..�� I I `•..rte �� i I \�Ji \...�� E I` -,.,ate �..�� I i 1 i I 1 L-------- 1 ! �\ I I i - �\ i �\ I ! / `\ !r- .\ 1 1 /' - `\ /' - `\ I I /-, \ L -------- J F_ _ I 1 f ! II It ! r II Ir } r II Ir } r II Ir ! 1 L____J 1 \ \' '! \ EXISTING '�� '—� _ I i`�._�' DINING AREA ' _ 'i i` ' I -- — —T 11 It I I 1 Ir[ Ir r 1 IN. '��.r•�' 1 1 `�-�� '��_^.�' I I'��•,.,� �..� 1 (��._.�' `�,.....�' I I �\1��/ �\,,.�� I i'��..»� �1 ,/ 1 I j ' `\ /i-- `\ i \ / •-�\ f II Ir 1 r I1 Ir I r II I► ! r II It f II It I r II It 1 I II i L__ _J L____� t v EXISTING WINDOW SYSTEM TO REMAIN _ _ --__-- — — ------ ——__ 1 r 1 f 1 f ! r ! d Id III 1 I 1 1 I I 1 1 41 1 I NI I I � ! I II ,,�'". 1•-_--------" '..1.'. j d Id h1 AI 41 pl II 10 1 1 I I pl I I 41 I I I ! 1 1 I 1 d l 1 I� fit! 41 a ► N ► 1 EXISTING MILLWORK AND SEATING TO BE REMOVED EXISTING SEATING TO BE REMOVED - TYPICAL- EXISTING YPICAL-EXISTING WINDOW SYSTEM TO BE REMOVED - --- -- EXISTING PLUMBING FIXTURES TO BE REMOVED •- TYPICAL - REF PLUMBING — VERIFY WITH WAL-MART CONSTRUCTION A M G. f ) •'.f 34 t EXISTING FURRING WALLS AND MATERIALS TO BE REMOVED -- TYPICAL EXISTING CEILING TILE AND GRID SYSTEM TO BE REMOVED -- TYPICAL EXISTING STUD WALLS AND MATERIALS TO BE REMOVED - TYPICAL EXISTING DOOR TO BE REMOVED EXISTING DOOR AND FRAME TO REMAIN EXISTING CEILING TILE AND GRID SYSTEM TO BE REMOVED - TYPICAL co EXISTING STUD WALLS ¢ AND MATERIALS TO BE REMOVED - TYPICAL SAWCUT AND REMOVE PORTION OF EXISTING CMU WALL 8" BELOW FINISH FLOOR AND 8'-8" ABOVE FINISH FLOOR DEMOLITION PLAN 1/4" = 1'-0" WR2113AD1.DWG 00 I el- 0 I LE V) w p,Lra¢¢aa�vw�'3 � Q WiEZ<N M Q Zw,jiWl^`'t��WaFQ4 xw � ¢�acS�wa�wt```n&woo Q 3 ii z��a�n�. pw�Ceo�� 4a¢h4~FL��c9h- WV�WVy �a�C��hli �7Q_LS•WiU U1 Thoii�zo�� anion. CD� I IQ o C <' 1 k 4 U .7 J.� .a w.E„v C) Q Q Lca 00Q Ca w (l7 � ISSUE BLOCK LMOUTIM, PLAN CHECKED BY: WCS DRAWN BY: WCS _ DOCUMENT DATE: 03-03-03 LMOUTIM, PLAN SYMBOL LEGEND SBCi EQUIPMENT INDICATOR COLOR INDICATOR 8/A3 FULL AND PARTIAL SECTION INDICATOR EXTERIOR AND INTERIOR 8/A3 ELEVATION INDICATOR SALES 10U ROOM NAME AND NUMBER A6 PARTITION TYPE INDICATOR loan DOOR INDICATOR QWINDOW INDICATOR (A)---- - COLUMN LINE INDICATOR 100'-0" HEIGHT ELEVATION INDICATOR FF EL 100'-0" PLAN ELEVATION INDICATOR A2 ENLARGED DETAIL INDICATOR 5 A2 DETAIL INDICATOR DETAILNAME SCALE CODE INTERNAL INFORMATION ONLY 4 to MERCHANDISE FIXTURES BY , WAL-MART - TYPICAL- N 5/8" GYPSUM BOARD ON 6" METAL STUDS EXISTING WINDOW SYSTEMS TO REMAIN LOOR PLAN 1/4- = 1--u 21 1 L.eHOCOLATE I HERSHEY JELLY BELLY 22'-2" oINNER RACK NEW CANDY SALES 100 . � z =�0-- COKE Air � � z cccpllv�x L-e`��e� o 63'-4" 43'-5" 10'-0" _ -RECEIVED 5/8" GYPSUM BOARD ON BOTH SIDES OF 6" NAR I METAL FRAMING POCKET - POCKET PROVIDED BY DOOR MANUFACTURER AND INSTALLED BY GENERAL CONTRACTOR PER DOOR. MANUFACTURER REQUIREMENTS TV MOUNTED BRACKET --- RE: 9/A5, - MERCHANDISE FIXTURES BY I I WAL-MART I I HARMONY B ACHS COLORWORKS I N T WY �' XISTING WALLS TO REMAIN I AREA 4/A2 r I LT _. -- I- 103 H-- 11'-10" WONDER BALL u KID CONNECTION 5/A4.1 CHECKOUT BY L.A. DARLING AND INSTALLED BY GENERAL CONTRACTOR 5/A2 qqw 12 i r 4/A4 cru =OIL \ �� O p p Ozq _ N , N �� oil LLLJ fTl o i - H _ _ _ 4/A4A EXISTING DOOR AND FRAME `- aj NEW HIGH TO REMAIN - WELD THE DOOR OQ DINING AREA I 1 H SHUT - INSTALL A SIGN ON 12 EXTERIOR SIDE OF THE DOOR it THAT READS "THIS IS NOT AN 1n A6 EXIT" REPAINT TO MATCH a X �-'---�'-� 7/A4.1 I - EXSITING AS REQUIRED / NEW 0 SERVICE AREA co l I _ I I — ._... ......-- o — 0 1 _ n 1 ` O \ ` \ 31A5 12 NEW 3'-0" X 7'-0" HOLLOW 0T I �- 104A METAL DOOR AND NEW HOLLOW METAL FRAME 00 0-` _ m` RE: 6, 7, 8/A5 1- 3 A4.1 3,�0„ 3,-0„ 1, 0 - - _ - 00 o I 'NEW I I ( EW�ICE 104B 3/A5 C eRIE)OR sMilo sum °Q - ¢ MERCHANDISE FIXTURES BY WAL—MART \_m Q �' t TV MOUNTED BRACKEN - RE: 9/A5 - - - -�� I \\`� I �' -EXISTING WALL TO REMAIN I "INFILL EXISTING WINDOW OPENING WITH 6" METAL STUD FRAMING AT 16" O.C. WITH 1/2" GYP. !` NEW 3'-O"x7'-0" BOARD ON BOTH SIDES TO MATCH EXISTING CASED OPENING PAINT EXTERIOR TO MATCH ADJACENT WALLS I 5'-10„ I 11'-5” 36'-1" I 0'-1 V, 1 63' 4" 0Z _,3 4 3.8 3 2.8 'tel e IC5 C,3 A-0 WRXXXXAI.DWG 4j r r Ld — W W OZ O W W 53 OZ a4;�jaaao�Cw otnaaQ 3N� 44'v W�W`aar o 1- ��-Zwp�.11Q�Q��aa�oz� WUF-^4F-�GrUj �. V1Q Q4�-z� a (Ijw nan��ozv W L Nz�UClarzz<0W V1 �oC.� azo teELL)_Won.m rr) CD GUMMY/ CHEWY PIN POPS/ PEZ/ kl? WONKA TOnERS BARBIE/ GALERIE M&M GIFT -f LICENSE/ NOVELTY KIDS CANDY ZONE -2 KIDS ZO E - 1 3/A5 C eRIE)OR sMilo sum °Q - ¢ MERCHANDISE FIXTURES BY WAL—MART \_m Q �' t TV MOUNTED BRACKEN - RE: 9/A5 - - - -�� I \\`� I �' -EXISTING WALL TO REMAIN I "INFILL EXISTING WINDOW OPENING WITH 6" METAL STUD FRAMING AT 16" O.C. WITH 1/2" GYP. !` NEW 3'-O"x7'-0" BOARD ON BOTH SIDES TO MATCH EXISTING CASED OPENING PAINT EXTERIOR TO MATCH ADJACENT WALLS I 5'-10„ I 11'-5” 36'-1" I 0'-1 V, 1 63' 4" 0Z _,3 4 3.8 3 2.8 'tel e IC5 C,3 A-0 WRXXXXAI.DWG 4j r r Ld — W W OZ O W W 53 OZ a4;�jaaao�Cw otnaaQ 3N� 44'v W�W`aar o 1- ��-Zwp�.11Q�Q��aa�oz� WUF-^4F-�GrUj �. V1Q Q4�-z� a (Ijw nan��ozv W L Nz�UClarzz<0W V1 �oC.� azo teELL)_Won.m r UE BLOCK CHECKED BY: WCS DRAWN BY: WCS DOCUMENT DAME: 03-03-03 SHEEN: A 1 rr) CD o � W C) I-, CQ co C Q w pq r UE BLOCK CHECKED BY: WCS DRAWN BY: WCS DOCUMENT DAME: 03-03-03 SHEEN: A 1 EQUIPMENT SCHEDULE V = VENDOR GC = GENERAL. CONTRACTOR WM = WAL---MART AS = AIR SYSTEMS ITEM NO QTY, DESCRIPTION MANUFACTURER MODEL NO. INSTALL BY HOOK UP BY SUPPLY BY SB01 1 ICEE MACHINE THE ICES CORPORATION RTA SSW 1 V GC WM SB02 1 POPCORN MACHINE GOLD MEDAL 2214WM AS GC AS SBO3 2 P.O.S STATION NCR IBM 4694 WM GC WM SB04 1 HOT DOG GRILL W SNEEZE GUARD / ROUND UP LIDO21 SG -21 AS - -- -GC AS S805 1 HOT DOG BUNN WARMER w COLD MEDAL 8117 AS GC AS SB06 1 PRETZEL DISPLAY J & J SNACK FOODS 304 AS GC AS SBO8 1 DECAF WARMER 13UNN RW51 AS GC AS SB09 1 COFFEE BREWER BUNN SINGLE AS GC AS 5810 1 ICED TEA DISPENSER BUNN PTD4 AS GC AS SB11 2 7 qt. WARMER AP WYOTT RW -1V AS GC AS SB16 1 MICROWAVE OVEN AMANA CRC18T2 AS GC AS 5821 1 3 COMPARTMENT SINK UNIVERSAL STAINLESS 3N -18-2D18 AS GC A5 SB24 1 3 DOOR UPRIGHT FREEZER TRUE T ---72F AS GC AS 5825 2 WIRE SHELVING (4 SHELVES) METRO 1848NK2 AS GC AS S831 2 CABINETS (36" UPPER) AIR SYSTEMS INC, -- AS GC AS S837 1 CLEANING SUPPLY CABINET (24" UPPER) AIR SYSTEMS INC. - AS GC AS SB43 1 COOKIE DISPLAY OTIS SPUNKMEYER E002 AS GC AS SB54 1 DOUBLE TRASH CAN AIR SYSTEMS DOUBLE TRASH AS GC AS SB73 1 PIZZA DISPLAY HATCO FSOT--IX-4TCR AS GC AS S1380 2 MILK SHAKE MIXER HAMILTON BEACH HAM -94950 AS GC AS SB81 1 COUNTERTOP SODA DISPENSER REMCOR ENDURO 150 V GC WM SB82 1 ICE CREAM DIPPING DISPLAY MASTER-BILT DD -26 AS GC AS 5883 1 FOUNTAINETTE RANDELL 68 AS GC AS S1384 1 ICE FLAKER SCOTSMAN AFE400A-1A AS GC AS SB85 1 FLASH BAKE OVEN VULCAN VFB12 AS GC AS SB86 1 CAPPUCCINO MACHINE CECILWARE GB2LP-LD AS GC AS SB87 1 COOKIE OVEN OTIS SPUNKMEYER OS1 AS GC AS SB88 2 SCALE HOBART PPTY-M30SB/P AS GC AS SB89 1 SINGLE DOOR FRIDGE TRUE T -23F AS GC AS SB90 1 2 DOOR ICE CREAM FREEZER TRUE T- 49F AS GC AS SB91 1 STAINLESS STEEL TABLE TRUE TWT -60 AS GC AS SB92 1 SODA BAG AND BOX AND CO2 TANK COKE N/A V GC WM BY - i FURNISHED BY INSTALLED BY VENDOR r u, WAL--MART WAL-MART WAL-MART PEZ/ WONKA AIR SYSTEMS AIR SYSTEMS AIR SYSTEMS LICENSE/ NOVELTY L.A. DARLING GENERAL CONTRACTOR L.A. DARLING AIR SYSTEMS AIR SYSTEMS AIR SYSTEMS WAL----MART- WAL--MART WAL-MART G.C./L.A. DARLING GENERAL CONTRACTOR LA. DARLING EQUIPM 1/411 r.. 1'-0" T.V. BRACKET INSTALLED BY GENERAL CONTRACTOR AND MONITOR AND CABLE INSTALLED BY WAL-MART - RE: 9/A5---\ ENT PLAN T.V. BRACKET INSTALLED BY GENERAL CONTRACTOR AND MONITOR AND CABLE INSTALLED BY WAL-MART - RE: 9/A5 m NEW PREP SINK -- RE: PLUMBING NEW HAND SINKS - RE: PLUMBING NEW MOP SINK - RE: PLUMBING WRXXXXA1.1.DWG i rra C) I U r u, c) GUMMY/ CHEWY PEZ/ WONKA SPIN POPS/ OP TOPPER BARBIE/ GALERIE M&M GIFT LICENSE/ NOVELTY KIDS CANDY ZONE -2 KIDS ZONE -- 1 ENT PLAN T.V. BRACKET INSTALLED BY GENERAL CONTRACTOR AND MONITOR AND CABLE INSTALLED BY WAL-MART - RE: 9/A5 m NEW PREP SINK -- RE: PLUMBING NEW HAND SINKS - RE: PLUMBING NEW MOP SINK - RE: PLUMBING WRXXXXA1.1.DWG 11 WF'-'L1l3Wh- JWIKpis iii a x¢Gbb�V)rx t;WICw < Z_� Hca. � �--�Uw��o,r_}. `jWj ? o 4 40.. u�iVJ��ryF-� ° L') jWCLweg 8 U) i�o�zo�aaloam i rra C) I U r u, c) rr7 U P- O 0 �o In 00 U •'G V7 [? C1 W 11 WF'-'L1l3Wh- JWIKpis iii a x¢Gbb�V)rx t;WICw < Z_� Hca. � �--�Uw��o,r_}. `jWj ? o 4 40.. u�iVJ��ryF-� ° L') jWCLweg 8 U) i�o�zo�aaloam ISSUE BLOCK CHECKED BY: WCS DRAWN BY. RGS DOCUMENT DATE: 03-03-03 0 SHEET: A1. 1 i rra C) I c) rr7 rk, P- O �o In 00 C1 W pq U1 a ISSUE BLOCK CHECKED BY: WCS DRAWN BY. RGS DOCUMENT DATE: 03-03-03 0 SHEET: A1. 1 i 9'-6» CEILIN NEW CHAlf RE: MOULT NEW MILD BY AIR S1 SHEET A4 3/4" PLY) WALL FOR RE: 3/A4 - Ap_R„ COORDINATE WITH WAL-MART CABINET VENDOR FOR DETAIL ACK COUNTER ELEVATION 1/4" = 1,-0„ NEW SIGNAGE -- PROVIDED BY WAL-MART AND INSTALLED BY GENERAL CONTRACTOR--- /�► 14'-0" A.F.F. CEILING HEIGHT FIELD VERIFY PAINT NEW WALL TO MATCH EXISTING --- Lik 10,_.0" A.F.F. TOP OF OPENING 5/8" GYPSUM BOARD ON BOTH SIDES OF 6" METAL FRAMING POCKET - PROVIDED BY DOOR MANUFACTURER AND INSTALLED BY GENERAL CONTRACTOR PER DOOR MANUFACTURER REOUIRMENTS NEW DOOR/WINDOW MOULDING - RE: MOULDING SCHEDULE A2----- Jk FLOOR NEW BASE TO MATCH EXISTING RUBBER BASE...-.--.. ...... :.._�.__ 102A EQUIPMENT OMITTED FOR CLARITY 11'-6" A.F.F. CEILING HEIGHT "" Vd FLEX CROWN MOULDING - : MOULDING SCHEDULE A2 W CROWN MOULDING - MOULDING SCHEDULE A2 11'-6" A.F.F. CEILING HEIGHTIV NEW CROWN MOULDING - `----' MODEL NUMBER UJ 4 CASING DOOR/WINDOW RE: MOULDING SCHEDULE A2 --__-- ___ ,- TK -3445-6" _ PT5 - WALLS TO MATCH EXISTING ADJACENT FINISHES-\` EXISTING WINDOWS TK -297 FLEX MOULDING _ PT1 � NEW PICTURE MOULDING -- NEW PICTURE MOULDING - PT1 RE: MOULDING SCHEDULE A2 RE: MOULDING SCHEDULE A2 PT5 I ! I I I I I I I I I I I I I l I I I I I I I I I I I ! l I I I E I ! I I I I I PTS PT4 ---.�_� NEW CHAIR RAIL MOULDING - NEW DOOR/WINDOW MOULDING - RE: MOULDING SCHEDULE A2 RE: MOULDING SCHEDULE A2 � _ -�`-- PL2 S PT4 NEW DOOR/WINDOW MOULDING - NEW MILLWORK PROVIDED BY i RE: MOULDING SCHEDULE A2 AIR SYSTEMS - RE: SHEET A4 NEW BASE MOULDING - PL1 � -,--NEW MILLWORK PROVIDED BY RE: MOULDING SCHEDULE A2 ED AIR SYSTEM - RE: SHEET A4 FINISH FLOOR _._ __._ FINISH FLOOR KID CONNECTION FRON 1/4" = 1'-0" NEW CROWN MOULDING -- RE: MOULDING SCHEDULE A2 - 11'-6" A.F.F. CEILING HEIGHT NEW PICTURE MOULDING - RE: MOULDING SCHEDULE A2 NEW CHAIR RAIL MOULDING - RE: MOULDING SCHEDULE A2. Ah FINISH FLOOR i NEW BASE MOULDING RE: MOULDING SCHEDULENTERIOR WALL ELEVATION, 100A NEW ROLLING SECURITY GATE - RE: 1/A55 . /A5-- T ELEVATION \-EXISTING CMU--/ EXISTING CONCRETE CURB_/ PAINT NEW WALL TO MATCH EXISTING WRXXXXA2.DWG WRXXXXA2.DWG FRONT COUNTER ELEVATION r"'?, -9 V„ _W BASE MOULDING - RE: MOULDING SCHEDULE A2 INTERIOR WALL ELEVATION, 1/4 = 'I --- U 47'--62" 5'-2j" 15'-22" 32'-0„ MODEL NUMBER PT5 TK -747-1 CASING DOOR/WINDOW TK -3244 Ile TK -3445-6" �9s kid ri®nnect�on PT5 - WALLS TO MATCH EXISTING ADJACENT FINISHES-\` EXISTING WINDOWS TK -297 FLEX MOULDING :.. •; ELEM I ! I I I I I I I I I I I I I l I I I I I I I I I I I ! l I I I E I ! I I I I I PTS PT4 KID CONNECTION FRON 1/4" = 1'-0" NEW CROWN MOULDING -- RE: MOULDING SCHEDULE A2 - 11'-6" A.F.F. CEILING HEIGHT NEW PICTURE MOULDING - RE: MOULDING SCHEDULE A2 NEW CHAIR RAIL MOULDING - RE: MOULDING SCHEDULE A2. Ah FINISH FLOOR i NEW BASE MOULDING RE: MOULDING SCHEDULENTERIOR WALL ELEVATION, 100A NEW ROLLING SECURITY GATE - RE: 1/A55 . /A5-- T ELEVATION \-EXISTING CMU--/ EXISTING CONCRETE CURB_/ PAINT NEW WALL TO MATCH EXISTING WRXXXXA2.DWG WRXXXXA2.DWG FRONT COUNTER ELEVATION r"'?, -9 V„ _W BASE MOULDING - RE: MOULDING SCHEDULE A2 INTERIOR WALL ELEVATION, 1/4 = 'I --- U 47'--62" 5'-2j" 15'-22" 32'-0„ MODEL NUMBER PT5 TK -747-1 CASING DOOR/WINDOW TK -3244 BASE MOULDING TK -3445-6" PICTURE MOULDING PT5 - CHAIR RAIL MOULDING TK -297 FLEX MOULDING --- I ! I I I I I I I I I I I I I l I I I I I I I I I I I ! l I I I E I ! I I I I I PTS PT4 1/4" = 1'-O" NEW CHAIR RAIL AND BASE MOULDING TO STOP AT FIXTURES --INFILL EXISTING WINDOW OPENING WITH 6" METAL STUD FRAMING AT 16" O.C. WITH 1/2" GYP. BOARD ON BOTH SIDES TO MATCH EXISTING - PAINT EXTERIOR TO MATCH ADJACENT WALLS T -EXISTING WINDOW SYSTEM RE: MOULDING SCHEDULE A2 MOULDING SCHEDULE DESCRIPTION MODEL NUMBER CROWN MOULDING TK -747-1 CASING DOOR/WINDOW TK -3244 BASE MOULDING TK -3445-6" PICTURE MOULDING TK -391 CHAIR RAIL MOULDING TK -297 FLEX MOULDING TK�---747--1 S NOTES: MOULDING TO BE SUPPLIED BY WAL-MART AND INSTALLED BY GENERAL CONTRACTOR. WRXXXXA2.DWC W ' v, M- V) a l__t <O�pvztn �o Lt1>44Mol N LL_ QQ`(o Un L.xh¢ a jEW z $ g-aOma_ 660281-- zq' �Z�iia wo itlzwz N11 �t'��ooiaa�� V) FQ wzzO� chi. LLWGOW1. ISSUE BLOCK T i � CHECKED BY: WCs DRAWN BY: RGS DOCUMENT DATE: 03-03--03 vw X N 0H U w C/) V) h W ' v, M- V) a l__t <O�pvztn �o Lt1>44Mol N LL_ QQ`(o Un L.xh¢ a jEW z $ g-aOma_ 660281-- zq' �Z�iia wo itlzwz N11 �t'��ooiaa�� V) FQ wzzO� chi. LLWGOW1. ISSUE BLOCK T i � CHECKED BY: WCs DRAWN BY: RGS DOCUMENT DATE: 03-03--03 GENERAL NOTES: 1, FIELD VERIFY EXACT LOCATION OF ALL EXISTING LIGHT FIXTURES - RELOCATE AS REQUIRED FOR REMODEL. VERIFY AND LOCATE ANY RECESSED LIGHTING FIXTURES AND REMOVE AS REQUIRED FOR REMODEL - RE: ELECTRICAL. 2. FIELD VERIFY EXACT LOCATIONS OF ALL SUPPLY AND RETURN DIFFUSERS, RELOCATE AS REQUIRED FOR REMODEL �- RE: MECHANICAL. 3. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR MODIFYING EXISTING FIRE SPRINKLER SYSTEM AS REQUIRED BY APPLICABLE CODES, FLOOR TILE' PATTERN LEGEND VCT1 WHITE 12" X 12" VINYL COMPOSITION TILE BY LIRON, COLOR: CLOUD WHITE #V802 VCT2 RED 12" X 12" VINYL COMPOSITION TILE BY LIRON, COLOR: RED PEPPER #2951 VCT3 EILUE 12" X 12" VINYL COMPOSITION TILE: BY LIRON, =3•x1 7;v:: COLOR: TRUE BLUE #2927 VCT4 YELLOW 12" X 12" VINYL COMPOSITION TILE BY LIRON, COLOR: YELLOW #V980 QT1 CRAY AMERICAN OLEAN, FAWN GRAY - SURE STEP Q22 GROUT - LATICRETE, 24 NATURAL GREY (1) NEW LIGHT FIXTL RE: ELECTRICAL NEW CEILING FAP RE: ELECTRICAL AIR DIFFUSERS - RE: MECHANICAL NEW CEILING TILI SYSTEM - TYPIC RE: FINISHES CC1 ALIGN SOFFIT WITH FUSERS - CHANICAL _IXTURES - - RE: ICAL REFLECTED CEILING PLAN, no 1 CA r-10, I Lo v;' -n" IVtYY l..tlLJI\lli IILt AIVU UKIU SYSTEM - 'TYPICAL. - RE: FINISHES Al d4" ,IT LIGHTS (2) - :CTRICAL 1ERGENCY LIGHT -S (5) - RE: ELECTRICAL WR2113A3.DWG TILE PATTERN PLAN 1/4" = 1'-0" WR2113A3.DWG r w xg�. � c��agcn I�i1 2vQ awrrn ¢ aw>I¢K 5U�` Oo w000 Oa w ` w�Fpo� x'-) 61 aW ��iE x'n oma¢ Q zaLPr O QQZC10omr'. W"5oN4 Qa aF'Z�wU- ?U q��a ar"} w�ooc�ao Lr � aa..r �n (L Co 1'r7 O i � O H } Ld L--' U W4 � nH CID \2 G S`1 U V 3 W CE 0 z r w xg�. � c��agcn I�i1 2vQ awrrn ¢ aw>I¢K 5U�` Oo w000 Oa w ` w�Fpo� x'-) 61 aW ��iE x'n oma¢ Q zaLPr O QQZC10omr'. W"5oN4 Qa aF'Z�wU- ?U q��a ar"} w�ooc�ao Lr � aa..r �n (L Co ISSUE BLOCK CFIECKED BY: WCs DRAWN BY: RGS DOCUMENT DATE: 03-03-03 TIS PATTIRN PLAN AND REFLEMIED CMNG PIAN 1'r7 O i � O Ld L--' �Q CID \2 W CE 0 z ISSUE BLOCK CFIECKED BY: WCs DRAWN BY: RGS DOCUMENT DATE: 03-03-03 TIS PATTIRN PLAN AND REFLEMIED CMNG PIAN PLASTIC LAMINATE TC WITH ALUMNUM EDGE 4" RUBBER BASE B1 0) I V-) L-, O.C.. (N.I.C.) FOR SERVICE COUNTER SECTION REFERENCE ONLY 1 1/2" 1 '-0" KC -12. DWG x 20 GA. METAL STUD ICKER AT 48" O.C. - T TACH TO TOP TRACK AND 0 ROOF STRUCTURE CEILING HEIGHT O,_ 11 -6 EW 24"x24" SUSPENDED .COUSTIC TILE CEILING CT1 CEILING HEIGHT O,- 9 -6 /4 PLYWOOD BLOCKING ,I WALL FOR MENU OARD IRE RETARDANT WOOD LOCKING AS REQUIRED _-- FOR MENU BOARD MOULDING HEIGHT 5'- 4 MTL STUD ~ --CHAIR RAIL MQULDING AT 5'-4" AFF - RE: MOULDING SCHEDULE A2 -5/8" GYP BOARD l !� - FRP TO 11'-6" AFF __---------LAMINATE TO CHAIR RAIL AT BACK COUNTER CEQ PLASTIC LAMINATE ` BACK COUNTER AND BACKSPLASH T PL2 ACK COUNTER SECTION 1 1/2" = 1'-- 1. GENERAL CONTRACTOR TO CALL AND SCHEDULE INSTALLATION OF EQUIPMENT AND CABINETRY WITH AIR SYSTEMS. 2. ALL WOOD BLOCKING AND PLYWOOD TO BE FIRE RETARDANT. 3. ALL MILLWORK AND LAMINATE PROVIDED AND INSTALLED BY AIR SYSTEMS, 4, ALL RUBBER BASE AT MILLWORK TO BE SUPPLIED AND INSTALLED BY AIR SYSTEMS. 0 I i� NOTE: INTERIOR OF ALL CABINETRY TO BE WHITE MELAMINE ---- TYPICAL /--3/4" X 1 1/2" SOLID WOOD NOSING - PL2 h I; - ADJUSTABLE SHELVING ON HEAVY DUTY STANDARDS CABINETRY SUPPLIED BY AIR SYSTEMS PL3 RUBBER BASE 61 (NIC) FOR REFERENCE ONLY K020.DWG a TERTOP - BEYOND TIC LAMINATE TOP ALUMINUM EDGE NUOUS _ SUPPORT /4" PLYWOOD )ND) PLYWOOD CABINET - BEYOND REFERENCE ONLY SERVICE COUNTER CUT OUT SECTION 1 1/21) = 1'-0" `PL2 -11 KC18.DW(;, i r L D'-8" I - D U PL2 PLD - � - - � 2"x4" WOOD BLOCKING s N I ADJUSTABLE SHELVES ON HEAVY DUTY - - 3/4" PLYWOOD o STANDARDS - 44 2"x4" WOOD BLOCKING - ----1/2" DIA. EXPANSION WOOD BLOCKING - ANCHOR BOLT @ 48" TYPICAL-------_.._� w Q.C. 4" RUBBER BASE---_ � --`'_ ---- 4" RUBBER BASE B1 B1 ` O U) � CONDIMENT COU ca N S ECTION FOR REFERENCE ONLY NTER KC-14.DWG 01 "`'TIC LAMINATE TOP ALUMINUM EDGE -(ED WOOD BLOCKING HANDICAP COUNTER SE 1 1/2" = 1'-011 STABLE SHELVING EAVY DUTY )ARDS PLYWOOD E WOOD STUDS @ �. C. )BBER BASE B1 DIA. EXPANSION OR BOLT ® 48" (N.I.C.) FOR REFERENCE ONLY CTION KC3I.DWG ENLARGED SERVICE COUNTER 3/42 V-013 WRXXXXA4.DWG >- Ld o "!n Qrx�p 4 12 W UI��Q OLL- gQv��acFjv� Q)P,o0 i �F 3n�uU�'E F� 0� 2m'-- pR,, al J 'iww � I— p2} n�p± te uj C>0' U R Q_��w� qn-Z_ F (n4 U) xon, Tz�wr0005a(LawarLi.L I a D U Q I c) � W � � s N U �w u7 .- t�O Q v ----------------- >- Ld o "!n Qrx�p 4 12 W UI��Q OLL- gQv��acFjv� Q)P,o0 i �F 3n�uU�'E F� 0� 2m'-- pR,, al J 'iww � I— p2} n�p± te uj C>0' U R Q_��w� qn-Z_ F (n4 U) xon, Tz�wr0005a(LawarLi.L ISSUE BLOCK CHECKED BY: _ WCS DRAWN BY: RGS DOCUMENT DATE: 03-03-03 x � ra► ��I' « R I a D ® I c) � W o 44 O W w O U) � ISSUE BLOCK CHECKED BY: _ WCS DRAWN BY: RGS DOCUMENT DATE: 03-03-03 x � ra► ��I' « R NEW 1" x 3" CONTINUOUS WOOD DOOR TRACK PROVIDED BY DOOR MANUFACTURER 5/8" GYP. BOARD WITH METAL EDGE BEADS NEW SECURITY GATE — RE: 1 /A5 NEW 1" x 3" CONTINUOUS WOOD BLOCKING EXISTING 1/2" GYP BOARD--- EXISTING OARD--- EXISTING METAL STUD S ---.----------- EXISTING BOX BEAM NEW CONTINUOUS 6" X 20 GA METAL TRACK ATTATCHED TO EXISTING BOX BEAM NEW 6" BATT INSULATION NEW 6" METAL STUDS AT 16" O.C. NEW 1/2" CYP BOARD — —� NEW CONTINUOUS 6" X 20 GA METAL TRACK ATTATCHED TO EXISTING CMU SILL BLOCK -------- EXISTING CMU CAP BLOCK ---- EXISTING CMU EXISTING 8" CURB FINISH FLOOR IV 00 W-6", A.F.F. CEILING HEIGHTNP NEW CROWN MOULDING — HE: MOULDING SCHEDULE A2 P T1 3-5/8" x 20 GA METAL STUD KICKER AT 48" O.C. — ATTACH TO TOP TRACK AND TO ROOF STRUCTURE ABOVE 12'—O" TOP OF STUD mp CEILING HEIGHTMIP NEW CEILING TILE AND GRID SYSTEM — REFERENCE FINISHES CTI CROWN MOULDING — RE: MOULDING SCHEDULE. A2 NEW 1" x 3" CONTINUOUS WOOD BLOCKING 9'-0" MOULDING HEIGHT PICTURE.. MOULDING — RE: MOULDING SCHEDULE A2 5'-4" CHAIR RAIL MOULDING — RE: MOULDING SCHEDULE A2 NEW 3-5/8" METAL STUD FRAMING TO 12'-0" A.F.F. WITH 5/8" GYPSUM BOARD 5/8" GYP. BOARD PAINTED — REFERENCE FINISHES BASE MOULDING — RE: MOULDING SCHEDULE A2 3-5/8" x 20 GA METAL TRACK ANCHORED TO FLOOR WITH POWDER ACTIVATED FASTENERS AT 32" O.C. FINISH FLOOR SECTION AT SECURITY DOOR WALL2. SECTION &3/4"ECTION AT WALL 3/4" = 1'-0" KC -33 3/4" = 1'-0" KC-30.DWG -- V-0" WALL DETAIL-09.DWG T 'A EXISTING BAR JOIST-----/ NEW CONTINUOUS 3 5/8" x 20 GA. METAL TRACK ATTACHED TO EXISTING ROOF DECK ABOVE — FIELD VERIFY CT1 CEILING HEIGHT --- 1'-0„ CROWN MOULDING — : N� 1p Zl RE: MOULDING SCHF..DULE PL2 r r A2 U F+ ALIGN FRONT OF 3/4" PLYWOOD BULKHEAD WITH FRONT co I a M r. EDGE OF COUNTER (Y ) � BELOW-----_._.—__._.... PL1 �, -- 2"x4" WOOD STUDS 3 5/8" X 20 GA. METAL STUDS © 16" 30ARD---------3 5/8" GYP. BOARD--------- — — — 2"x4" WOOD BLOCKING 35/8" X 20 GA. METAL STUD DIAGONAL BRACING 48" O.C...._T_� PICTURE — ti ,MOULDING RE: MOULDING SCHEDULE A2 0- / NipBOTTOM OF BULKHEAD 3 5/8" X 20 GA. METAL 8�» 2 7" 2'-0" FRAMING Q 16" O.C. SBULKHEAD SECTION l "'T )1--1/2 11-o„ REFERENCE DETAIL 6/A4.1 FOR HANGER ROD DETAIL NEW 1/2" HANGER RODS AT 48" O.C. NEW 1" x 3" CONTINUOUS WOOD BLOCKING 8�- RECESSED DOWN LIGHT RE: ELECTRICAL CT1 9'-6" CEILING HEIGHT KC-26.DWG 4" RUBBER B/ B1 NOTES: 1, GENERAL CONTRACTOR TO CALL AND SCHEDULE INSTALLATION OF EQUIPMENT AND CABINETRY WITH AIR SYSTEMS. 2, ALL WOOD BLOCKING AND PLYWOOD TO BE FIRE RETARDANT. 3, ALL MILLWORK AND LAMINATE PROVIDED AND INSTALLED BY AIR SYSTEMS 4. ALL RUBBER BASE AT MILLWORK TO BE SUPPLIED AND INSTALLED BY AIR SYSTEMS 0" W N� 1p Zl PL2 r r s r U F+ 1 3/4" PLYWOOD 4! 1 co I a M r. 8�- RECESSED DOWN LIGHT RE: ELECTRICAL CT1 9'-6" CEILING HEIGHT KC-26.DWG 4" RUBBER B/ B1 NOTES: 1, GENERAL CONTRACTOR TO CALL AND SCHEDULE INSTALLATION OF EQUIPMENT AND CABINETRY WITH AIR SYSTEMS. 2, ALL WOOD BLOCKING AND PLYWOOD TO BE FIRE RETARDANT. 3, ALL MILLWORK AND LAMINATE PROVIDED AND INSTALLED BY AIR SYSTEMS 4. ALL RUBBER BASE AT MILLWORK TO BE SUPPLIED AND INSTALLED BY AIR SYSTEMS 0" 1/2" DIA. EXPANSION ANCHOR BOLT @ 48" O.C. DINING AREA SECTION 1 1/2" = 1'-0" KC--15.DWG ' ZINC PLATED HEX WITH LOCK WASHER. 4E BRIDGING EEN JOISTS. HANGE 3" = 1'-0" JOIST BEYOND METAL ALL—THREAD :ER ROD AT 48" O.C. (MUST BE PLUMB) KC-28.DWG WALL SE 1 1/2" = 1'--O" 6" x 20 GA. METAL STUD KICKER AT 48" O.C. — ATTACH TO TOP TRACK AND TO ROOF STRUCTURE NEW 24"x24" SUSPENDED ACOUSTIC TILE CEILING CT1 CEILING HEIGHT NEW 24"x48" SUSPENDED ACOUSTIC TILE CEILING -- 5— 4" -5-4„ MOULDING HEIGHTIV "X20 GA. MTL. STUDS AT 16" O.C. CHAIR RAIL MOULDING AT 5'--4" A.F.F. — RE: MOULDING SCHEDULE A2 5/8" GYP. BOARD 5/8" GYP. BOARD WITH F.R.P. TO 11'-6" A.F.F. 4" RUBBER BASE B1 6" X 20 GA METAL TRACK ANCHORED TO FLOOR WITH POWDER ACTIVATED FASTENERS AT 32" O.C. FINISH FLOOR/' CTION KC35.DWG I W N� 1p Zl PL2 r r U F+ 3/4" PLYWOOD co I a M r. r (Y ) � PL1 �, -- 2"x4" WOOD STUDS SSE — _ — — — 2"x4" WOOD BLOCKING 1/2" DIA. EXPANSION ANCHOR BOLT @ 48" O.C. DINING AREA SECTION 1 1/2" = 1'-0" KC--15.DWG ' ZINC PLATED HEX WITH LOCK WASHER. 4E BRIDGING EEN JOISTS. HANGE 3" = 1'-0" JOIST BEYOND METAL ALL—THREAD :ER ROD AT 48" O.C. (MUST BE PLUMB) KC-28.DWG WALL SE 1 1/2" = 1'--O" 6" x 20 GA. METAL STUD KICKER AT 48" O.C. — ATTACH TO TOP TRACK AND TO ROOF STRUCTURE NEW 24"x24" SUSPENDED ACOUSTIC TILE CEILING CT1 CEILING HEIGHT NEW 24"x48" SUSPENDED ACOUSTIC TILE CEILING -- 5— 4" -5-4„ MOULDING HEIGHTIV "X20 GA. MTL. STUDS AT 16" O.C. CHAIR RAIL MOULDING AT 5'--4" A.F.F. — RE: MOULDING SCHEDULE A2 5/8" GYP. BOARD 5/8" GYP. BOARD WITH F.R.P. TO 11'-6" A.F.F. 4" RUBBER BASE B1 6" X 20 GA METAL TRACK ANCHORED TO FLOOR WITH POWDER ACTIVATED FASTENERS AT 32" O.C. FINISH FLOOR/' CTION KC35.DWG I LK = QL;c-NQT2a QC] F,.$Zlx1 VT wz o �4qQ StUi. �4 <' �t7zOQ4wac¢�3 �. Q�v'UO � t� o a¢ctSaia¢�ww 0�4 Q��y Od(w/1W4F_O f--' �W�yQ�a�O�V�CCpr ffi 0 in w i� w LA LU Lu V Z CL �aJpJ,r �qQ`' "oOCZ0. du �04.�0G']_..l�Q�,.aWgattwi CD � I Q � l r� G � Fw- I< U O ^^ C] Q LO Cdo � c L� Q � L Q CID O�� 0 ISSUE BLOCK CHECKED BY: WCS DRAWN BY: RCS DOCUMENT DATE: 03-03-03 r6;68NS AND INTAILS 0 4- W N� 1p Zl r r U F+ N U P� a M r. LK = QL;c-NQT2a QC] F,.$Zlx1 VT wz o �4qQ StUi. �4 <' �t7zOQ4wac¢�3 �. Q�v'UO � t� o a¢ctSaia¢�ww 0�4 Q��y Od(w/1W4F_O f--' �W�yQ�a�O�V�CCpr ffi 0 in w i� w LA LU Lu V Z CL �aJpJ,r �qQ`' "oOCZ0. du �04.�0G']_..l�Q�,.aWgattwi CD � I Q � l r� G � Fw- I< U O ^^ C] Q LO Cdo � c L� Q � L Q CID O�� 0 ISSUE BLOCK CHECKED BY: WCS DRAWN BY: RCS DOCUMENT DATE: 03-03-03 r6;68NS AND INTAILS 0 4- FINISH SCHEDULE GC = GENERAL CONTRACTOR WM = WAL-MART AS AIR SYSTEMS CODE TYPF/LOCATION MANUFACTURER STYLF_/C0t_OR REP. NAME AND NUMBER NOTES SUPPLIED 13Y INSTALLED BY PT1 GENERAL WALL PAINT SHERWIN WILLIAMS CONFIDENT YELLOW SW 6911 LOCAL SHERWIN WILLIAMS STORE EGGSHELL FINISH GO Go PT2 GENERAL WALL PAINT SHERWIN WILLIAMS KNOCKOUT ORANGE SW 6885 LOCAL SHERWIN WILLIAMS STORE EGGSHELL FINISH GC cc PT4 GENERAL WALL PAINT SHERWIN WILLIAMS IZMIR PURPLE - SW 6825 LOCAL SHERWIN WILLIAMS STORE EGGSHELL FINISH cc cc PT5 TRIM FINISH SHERWIN WILLIAMS EXTRA WHITE - SW 7006 LOCAL SHERWIN WILLIAMS STORE SEMI -GLOSS FINISH cc GC PT6 DOOR PAINT SHERWIN WILLIAMS PURE WHITE - SW 1004 LOCAL SHERWIN WILLIAMS STORE SEMI -GLOSS FINISH cc cc PT7 DOOR PAINT SHERWIN WILLIAMS EXTRA WHITE - SW 7006 LOCAL SHERWIN WILLIAMS STORE SEMI -GLOSS FINISH GC GO PT8 DOOR PRIMER SHERWIN -WILLIAMS DTM ACRYLIC PRIMER/FINISH B66Wl LOCAL SHERWIN WILLIAMS STORE PRIMER GO GC VCTI VINYL COMPOSITION TILE LIRON CLOUD WHITE - V862 RACHEC GERHARDT (713) 802-9137 c} WM cc VCT2 VINYL COMPOSITION TILE LIRON RED PEPPER — Z951 RACHFL GERHARDT (713) 802-9137 LL_ WM cl C VCT3 VINYL COMPOSITION TILE LIRON TRUE BLUE Z927 RACHEL GERHARDT (713) 802-9137 WM GC VCT4 VINYL COMPOSITION TILE LIRON YE LLOW - V980 RACHEL GERHARDT (713) 802-9137 U U WM GO PL'I PLASTIC LAMINATE WILSONART LAMINATE MAROOCHY BRUSH - 4745-60 KEVIN KAULFUS (254) 2Q7-0207 WM AS PL2 PLASTIC LAMINATE WILSONART LAMINATE ILLAWARRA BRUSH - 4806-60 KEVIN KAULFUS (254) 207-0207 WM AS PL3 PLASTIC LAMINATE WILSONART LAMINATE BARCOO BRUSH - 4821-60 KEVIN KAULFUS (254) 207-0207 S1EELCRAFT Wm AS CT1 2x2 LAY -IN CEILING ARMSTRONG WHITE CLEAN ROOM VL - #868 BRUCE TRICE (501) 758-9650 WASHABLE VINYL SURFACE cc Gc CT2 2x4 LAY -IN CEILING ARMSTRONG WFIITE CLEAN ROOM VL - #870 BRUCE TRICE (5Ql) 758-9650 WASHABLE VINYL SURFACE cc GC QT1 QUARRY TILE AMERICAN OLEAN FAWN CRAY - SURE STEP Q22 GROUT -- LATICRETE, 24 NATURAL GREY (1) MICHELLE BALDWIN (800) 621-9810 EXT1253 WM cc FRP1 FIBERGLASS REINFORCED PANELS SPI KEMLITE GLASSBOARD/BES385-PIF-#85 WHITE (800)326-6736 EMBOSSED FINISH Gc GO 81 RUBBER BASE FLEXCO BLACK GC 15`-0^ DOOR TYPES NO. SIZE MATERIAL BASE WALLS —NEW CMU TO FRAME HARDWARE NOTES MATCH EXISTING A. HANDLE 1 EA. PASSACE LATCHSET Dl 05 REINFORCMENT RHODES STOP 1 EA, (1) FLOOR STOP 440 W/RISER WHEN REQ'D ROCKWOOD 8 3 Pr. BUTTS (800) 622-4393 STANLEY BOTTOM FBB191 4-1/2"x4-1/2" NRP 626 If I. j4_. POSTIVE LOCK ----NEW CMU LINTEL THPA-30 (800) 342-7670 1 ea. THRESHOLD DOOR HEAD Ak CO. 171A (805) 642-2600 1 ea, JAMB & HEAD WEATHERSTRIP PEMKO MFG. CO. 303AV SEALANT - 130TH SIDES 1 ca. DOOR BOTTOM WEATHERSTRIP PEMKO MFG. CO. 315CN NEW CMU JAMB 1 ea. DOOR SHOE PEMKO MFG, CO. 202AV BLOCK - BEYOND 1 ea. DRIP CAP PEMKO MFG, CO. 346C x FW A" DOOR AND NEW 3�j ronmE - vxvv/ FILLED 4 � DOOR HEAD FRAME, DOOR AND HARDWARE FINISH COLOR.) --DUPLEX OUTLET MOUNTED u- ^ ' AT 90" AFF i 6"x20 GA METAL c} ,� U U ^ ``--EX|STlNG ' STUDS -`-` LL_ METAL STU�S WITH L.A. DARLING FOR PROVIDING THE LLJ o U U ou PROVIDE FIRE RETARDANT WOOD 13LOCKING 1000 AT T.V. MONITOR BRACKET AS REQUIREDBY HIGH 3L|U|N8 SECURITY GATE, (OPENING 3|ZE\. DYNAMIC CLOSURE, EUASON STEELCRAF[ S1EELCRAFT LINKSGUARD CLOSURE SYSTEM. 4 5/8" CHAIN MESH PATTERN ANDSCp_D WITH THE MANUFACTURER STANDARD PIPE AND RING CASTINGS. /DOOR FURNISHED AND ^|CKpLATE D-26 INSTALLED BY GENERAL CONTRACTOR). PERSIAN BLUE (DOORS FURNISHED AND INSTALLED BY GENERAL CONTRACTOR) DOOR TYPES 1 1/2" = 1 t-0" WRXXXXA5.DWG EXISTING CMU WALL SAWCUTEXSDNQ CMU AS REQUIRED FOR INSTALLATION OF NEW JAMB BLOCK NEW 8" CMU JAMB BLOCK - CMU TYPE TO KJ/\TCU EXISTING -) �8 FOR LENGTH OF CELL ' REQUIRED - TYP SEALANT BOTH SIDES - TYPICAL NEW HOLLOW METAL DOOR AND NEW FRAME DOOR JAMB 1 1/2" = 1 P-0" KC -1 O.DWG WALL TYPE KEYSYMBOL DETAIL: REF. OPP. SIDE SIDE NUMBER INDICATES STUD HEICHT LETTER INDICATES 12 NO NUMBER INDICATES STUD PARTITION TYPE A HEIGHT TO BOTTOM OF _L ROOF DECK REFERENCE]t�E PLAN: I —NUMBER INDICATES STUD OPPOSITE [SIDE SIZE AS FOLLOWS: METAL STUDS AT 16' O.C. " GYP. BOARD A] El WALL TYP ES 1 1/2" = l' -O" NEW HOLLOW METAL DOOR AND NEW FRAME COUNTERSUNK 4"x2" SLEEVE ANCHORS AT 1`-O" O.C. EXISTING CONCRETE ----i 1/2" EXPANSION JOINT CONTINUOUS TOP AND BDTTOM-------~ EXISTING FOUNDATION WALL DOOR SILL 1 1/7" = 1'_0" METALSTUDS AT 18' 0, C. 5/8" GYP, 130ARD 5/8' GYP. BOARD DOOR SCHEDULE NO. SIZE MATERIAL BASE WALLS —NEW CMU TO FRAME HARDWARE NOTES MATCH EXISTING A. HANDLE 1 EA. PASSACE LATCHSET Dl 05 REINFORCMENT RHODES STOP 1 EA, (1) FLOOR STOP 440 W/RISER WHEN REQ'D ROCKWOOD 8 3 Pr. BUTTS (800) 622-4393 STANLEY BOTTOM FBB191 4-1/2"x4-1/2" NRP 626 If I. j4_. POSTIVE LOCK ----NEW CMU LINTEL THPA-30 (800) 342-7670 1 ea. THRESHOLD DOOR HEAD Ak CO. 171A (805) 642-2600 1 ea, JAMB & HEAD WEATHERSTRIP PEMKO MFG. CO. 303AV SEALANT - 130TH SIDES 1 ca. DOOR BOTTOM WEATHERSTRIP PEMKO MFG. CO. 315CN NEW CMU JAMB 1 ea. DOOR SHOE PEMKO MFG, CO. 202AV BLOCK - BEYOND 1 ea. DRIP CAP PEMKO MFG, CO. 346C x FW A" DOOR AND NEW 3�j ronmE - vxvv/ FILLED 4 � DOOR HEAD FRAME, DOOR 1 1/2" = 1 t-0" WRXXXXA5.DWG EXISTING CMU WALL SAWCUTEXSDNQ CMU AS REQUIRED FOR INSTALLATION OF NEW JAMB BLOCK NEW 8" CMU JAMB BLOCK - CMU TYPE TO KJ/\TCU EXISTING -) �8 FOR LENGTH OF CELL ' REQUIRED - TYP SEALANT BOTH SIDES - TYPICAL NEW HOLLOW METAL DOOR AND NEW FRAME DOOR JAMB 1 1/2" = 1 P-0" KC -1 O.DWG WALL TYPE KEYSYMBOL DETAIL: REF. OPP. SIDE SIDE NUMBER INDICATES STUD HEICHT LETTER INDICATES 12 NO NUMBER INDICATES STUD PARTITION TYPE A HEIGHT TO BOTTOM OF _L ROOF DECK REFERENCE]t�E PLAN: I —NUMBER INDICATES STUD OPPOSITE [SIDE SIZE AS FOLLOWS: METAL STUDS AT 16' O.C. " GYP. BOARD A] El WALL TYP ES 1 1/2" = l' -O" NEW HOLLOW METAL DOOR AND NEW FRAME COUNTERSUNK 4"x2" SLEEVE ANCHORS AT 1`-O" O.C. EXISTING CONCRETE ----i 1/2" EXPANSION JOINT CONTINUOUS TOP AND BDTTOM-------~ EXISTING FOUNDATION WALL DOOR SILL 1 1/7" = 1'_0" METALSTUDS AT 18' 0, C. 5/8" GYP, 130ARD 5/8' GYP. BOARD DOOR SCHEDULE NO. SIZE MATERIAL BASE WALLS DOOR FRAME HARDWARE NOTES xRECOMMENDATIONS A. HANDLE 1 EA. PASSACE LATCHSET Dl 05 RHODES STOP 1 EA, (1) FLOOR STOP 440 W/RISER WHEN REQ'D ROCKWOOD 8 3 Pr. BUTTS (800) 622-4393 STANLEY FBB191 4-1/2"x4-1/2" NRP 626 1 ea. ALARM EXIT DEVICE w/ CYLINDER POSTIVE LOCK THPA-30 (800) 342-7670 1 ea. THRESHOLD PEMKO MFG. CO. 171A (805) 642-2600 1 ea, JAMB & HEAD WEATHERSTRIP PEMKO MFG. CO. 303AV (805) 642-2600 1 ca. DOOR BOTTOM WEATHERSTRIP PEMKO MFG. CO. 315CN (805) 642-2600 1 ea. DOOR SHOE PEMKO MFG, CO. 202AV (805) 642-2600 1 ea. DRIP CAP PEMKO MFG, CO. 346C x FW �805) 642-2600 (CLOSER, PUSH, PULL HANDLES AND HINGES BY DOOR MANUFACTURER, COORDINATE WITH WAL-MART FOR ALUMINUM FRAME, DOOR AND HARDWARE FINISH COLOR.) --DUPLEX OUTLET MOUNTED u- ^ ' AT 90" AFF i 6"x20 GA METAL c} ,� U U ^ ``--EX|STlNG ' STUDS -`-` LL_ METAL STU�S WITH L.A. DARLING FOR PROVIDING THE LLJ o U U ou PROVIDE FIRE RETARDANT WOOD 13LOCKING AT T.V. MONITOR BRACKET AS REQUIREDBY THE MANUFACTURER Ld DOOR NOTES: 1. NEW HOLLOW METAL DOOR AND FRAME, FIRST COAT, DTM ACRYLIC PRIME/FINISH (1366W1)ET�) SECOND COAT: PROMAR 400 INTERIOR LATEX SEMI -GLOSS ENAMEL MATCH SW1004 "PURE WHITE" 2. NEW HOLLOW METAL DOOR AND FRAME, FIRST COAT: DTM ACRYLIC PRIME/FINISH (B66Wl)ED SECOND COAT: INTERIOR OF DOOR - SW4031 "STRUCTURAL GRAY" EXTERIOR OF DOOR TO MATCH EXTERIOR OF 1EXISTING BUILDING - FRAME TO MATCH THE EXTERIOR OF EXISTING BUILDING DOOR HARDWARE NOTES: ROOM NAME FLOOR BASE WALLS HARDWARE SETS: CLO HT xRECOMMENDATIONS A. HANDLE 1 EA. PASSACE LATCHSET Dl 05 RHODES STOP 1 EA, (1) FLOOR STOP 440 W/RISER WHEN REQ'D ROCKWOOD 8 3 Pr. BUTTS (800) 622-4393 STANLEY FBB191 4-1/2"x4-1/2" NRP 626 1 ea. ALARM EXIT DEVICE w/ CYLINDER POSTIVE LOCK THPA-30 (800) 342-7670 1 ea. THRESHOLD PEMKO MFG. CO. 171A (805) 642-2600 1 ea, JAMB & HEAD WEATHERSTRIP PEMKO MFG. CO. 303AV (805) 642-2600 1 ca. DOOR BOTTOM WEATHERSTRIP PEMKO MFG. CO. 315CN (805) 642-2600 1 ea. DOOR SHOE PEMKO MFG, CO. 202AV (805) 642-2600 1 ea. DRIP CAP PEMKO MFG, CO. 346C x FW �805) 642-2600 (CLOSER, PUSH, PULL HANDLES AND HINGES BY DOOR MANUFACTURER, COORDINATE WITH WAL-MART FOR ALUMINUM FRAME, DOOR AND HARDWARE FINISH COLOR.) --DUPLEX OUTLET MOUNTED u- El METAL STUDS AT 5/8" GYP. BOARD YYRXXXXA5.DWG NEW 8" CMU JAMB BLOCK - BEYOND - CMU TYPE TO MATCH EXISTING DOOR THRESHOLD SET IN FULL BED OF SEALANT �SMOOTH DOWELS AT 24O.C. GREASE AND EMBED 8^ INTO EXISTING SLAB \--NEW CONCRETE SLAB LL LL � 5"x20 CA METAL STUDS 5/8" GYP BOARD N00D DOOR MOULDING - �[: MOULDING SCHEDULE (\2 WOOD BLOCKING 3/4" WOOD JAMB ROOM FINISH SCHEDULE ROOM NAME FLOOR BASE WALLS CEILING CLO HT xRECOMMENDATIONS 3U0NG SECURITY '—CEILING AS SCHEDULED `- BRACKET k40JNDNG PLATE 3/4" WOOD JAMB - MODEL UP -1 \ ADJUSTABLE MONITOR WINDOW MOULDING - MOUNTING BRACKET RE: MOULDING SCHEDULE MODEL VWP-14 A2 --DUPLEX OUTLET MOUNTED u- ^ ' AT 90" AFF i 6"x20 GA METAL c} ,� U U ^ ``--EX|STlNG ' STUDS -`-` METAL STU�S WITH L.A. DARLING FOR PROVIDING THE o U U ou PROVIDE FIRE RETARDANT WOOD 13LOCKING AT T.V. MONITOR BRACKET AS REQUIREDBY THE MANUFACTURER Ld Ld 104 SERVICE CORRIDOR 1 2 :f2 1 —_ ROOM FINISH NOTES: 1. REMOVE ALL EXISTING STORE FIXTURES AND MILLWORK FROM SPACE — COORDINATE WITH WAL—MART CONSTRUCTION MANAGER FOR REMOVAL AND DISPOSAL. 2. REMOVE AND REPLACE ALL FLOORING — COORDINATE WITH WAL—MART CONSTRUC-HON MANAGER 3. PATCH, REPAIR, AND REPAINT EXISTING WALLS AS REQUIRED -- COORDINATE WITH WAL—MART CONSTRUCTION MANAGER. 4. ALL DIMENSIONS ARE FOR REFERENCE ONLY — FIELD VERIFY ALL DIMENSIONS. 5. INSTALL SOUND BATT INSULATION IN ALL NEW WALLS. 6. GYPSUM BOARD, PLYWOOD AND INSULATION TO 4" ABOVE CEILING. VNNDWN MOULDING - RE: MOULDING SCHEDULE A2 - (SLIDING SECURITY GATE TRIM AS NECESSARY TO RT ^^.°,` o */r3um rlv*nu um BOTH SIDES OF O^ METAL FRAMING POCKET - PROVIDED BY DOOR k�ANUFACTURER AND {N3TALLED BY GENERAL CONTRACTOR PER DOOR MANUFACTURER REQU|RMENTS WINDOW MOULDING - RE: MOULDING SCHEDULE /\2 DOOR FRAME DOOR/WINDOW SECTION MOULDING DETAIL WINDOW MOULDING @ ANGLED WALL —'-- K 9-t K J —WALL MOUNT BRACKET ANCHOR TO WALL PER MANUFACTURER xRECOMMENDATIONS 3U0NG SECURITY '—CEILING AS SCHEDULED `- BRACKET k40JNDNG PLATE 3/4" WOOD JAMB - MODEL UP -1 \ ADJUSTABLE MONITOR WINDOW MOULDING - MOUNTING BRACKET RE: MOULDING SCHEDULE MODEL VWP-14 A2 --DUPLEX OUTLET MOUNTED u- ^ ' AT 90" AFF i 6"x20 GA METAL c} ,� U U ^ ``--EX|STlNG ' STUDS -`-` METAL STU�S WITH L.A. DARLING FOR PROVIDING THE o U U ou PROVIDE FIRE RETARDANT WOOD 13LOCKING AT T.V. MONITOR BRACKET AS REQUIREDBY THE MANUFACTURER mmmiNommumm K0-11.DWG U�� U��K� �� .� , �MOULDINGT.V. DETAIL-02.DWC? (i Oel 1/2" = V -01p ISSUE BLOCK CHEC ED BY: WCS DRAWN BY: WCS DOCUMENT DATE: 03-03-03 SHEET: A5 Q) _ ej 14) N Q t ..0 L +-1 Q C_ Q Qcn vm W� N I E 00 CU0 1r0 N r c) ++ 0 a (1i (1) V) I 0L L_ S 1-12 11 COND11IMi OF CONTRAC] The following Conditions of Contract are included as if bound with this document: Owner Contractor Agreement: 1. AiA A101--1997, Stipulated Sum or as stipulated by Owner. General Conditions: 1, AIA A201-1997, for Construction. SPECIFICATION5 Technical and administrative requirements for the Project are divided into 16 Divisions as follows. Division 1 General Requirements apply to all work for the Project. Division 1 General .Requirements Division 2 Sitework Division 3 Concrete Division 4 Masonry Division 5 Metals (Not Used) Division 6 Wood and Plastics Division 7 Thermal and Moisture Control Division 8 Doors and Windows Division 9 Finishes Division 10 Specialties Division 11 Equipment Division 12 Furnishings Division 13 Special Construction Division 14 Conveying Systems (Not Used) Division 15 Mechanical Division 16 Electrical DIV 510 1 - 9ENERA4 REQU1 Ef3 MENT_S E� Q'1n1ON 1 Summary: 1. The Project consists of the interior upfitting (renovation) of an existing building. it shall include, but is not limited to the construction of walls, doors, finishes, and electrical. Project Requirements: 1. Requirements for Sequence of Work, Phasing, and occupancy. Verify with Owner. 2. Prior or Concurrent Work by Owner or Others: Verify with Owner. 3. Existing Site Conditions and Restrictions: Verify with Owner. 4. Contractor's Use of Premises and Adjacent Facilities: Verify with owner, 5. Prepurchased and Preordered Items: None. 6. Owner -Furnished and Owner -Installed Items: a. Furniture. b. Artwork. c. Telephone and Data Equipment. d. Display fixtures e. Signage f. Television monitor 7. Owner -Furnished and Contractor -Installed Items: None. 8. Special mockups: None. 9. Related Future Work: None. 10. Reference Drawings and Reports: Fixture package. 11. Owner's Building Standards: Verify with Owner, Permits: 1. Apply for, obtain, and pay for building permits, other permits, and utility company back charges required to perform the work. Submit copies to Architect. 2. Coordinate, obtain, and pay for building and health permits already applied for. required to perform the work. Submit copies to Architect. Intent: 1. Drawings and specifications are intended to provide the basis for the proper completion of the Project suitable for the intended use of the Owner. 2. Items not expressly set forth but which are reasonably implied or necessary for the proper performance of this work shall be included. Coordination: 1. Coordinate the work of all trades. 2. Prepare coordination drawings for areas above ceilings where close tolerances are required between building elements and mechanical and electrical work. 3. Verify location of utilities and existing conditions. Notify Architect of conditions differing from those indicated on the Drawings. 4. Verify dimensions on Drawings with dimensions at the Project. Do not scale Drawings. Cutting and Patching: 1. Provide cutting and patching work to properly complete the Project. 2. Do not remove or alter structural components without written approval. 3. Out with tools appropriate for materials to be cut. 4. Patch with materials and rnethods to produce patch which is not visible from a distance of one foot. 5. Do not cut and patch in a manner that would result in a failure of the work to perform as intended, decrease fire performance, decrease acoustical performance, decrease energy performance, decrease operational life, or decrease safety factors. Field Engineering: 1. Verify and locate utilities, existing facilities, and equipment. 2. Survey and layout improvements, utilities, structures, and components. Project Meetings: 1. Arrange for a preconstruction conference prior to start of construction. Meeting shall be attended by Owner, Architect, Contractor, and major subcontractors. 2. Arrange for progress meetings once a month during construction, prior to application for payment. Record minutes and distribute promptly. Submittals: 1, Submit a project schedule and update at least monthly. Submit for approval all submittals listed in individual sections with the following number of copies: Shop drawings, reviewed and annotated by the Contractor, 3 copies plus reproducible sepia; product data, 3 copies; samples, 3 sets plus range samples where applicable; test reports, 3 copies; warranties, 3 copies; other submittals, 3 copies. 2. include details of construction and adjacent construction in shop drawings. Clearly indicate any deviations from requirements of the contract documents. Fabricate materials from approved shop drawings only. Quality Assurance: 1. Comply with applicable codes, regulations, ordinances and requirements of authorities having jurisdiction, including accessibility guidelines where applicable. Submit copies of inspection reports, notices and similar documents to Architect. 2. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. 3. Use experienced installers. Furnish evidence of experience if requested. 4. Deliver, handle, and store materials in strict accordance with manufacturer's instructions. 5. Use of any supplier or subcontractor is subject to Owner's and/or Architect's approval. 6. Engage and pay for testing agencies as required. Refer to .individual sections for additional requirements. Temporary Facilities: 1. Provide temporary facilities and connections as required for the proper completion of the project. 2. Owner will pay for utility service consumed. Do not waste. 3. Provide temporary protection for adjacent areas to prevent contamination by construction dust and debris. 4. Provide temporary barricades as necessary to ensure protection of the public, 5. Provide suitable waste disposal units and empty regularly. Do not permit accumulation of trash and waste materials. 6, Use of designated existing sanitary facilities in building is acceptable. 7. Maintain egress within and around construction areas. 8. Maintain fire alarm systems in operation during construction. 9, Provide fire extinguishers in work areas during construction. 10. Provide temporary protection for adjacent construction. Promptly repair any damage at no additional cost to the Owner. Products and Substitutions: 1. Provide products and materials specified. Request Architect's selection of colors and accessories in sufficient time to avoid delaying progress of the work. 2. Submit requests for substitutions shall be In writing, including reasons. Submit sufficient information for Architect to evaluate proposed substitution. 3. If substitution is approved, the Contractor takes full responsibility for all related materials and work associated with the substitution. 4. Remove and replace work which does not conform to the contract documents at no additional expense to the Owner. Installation: 1. Inspect substrates and report unsatisfactory conditions in writing. 2. Do not proceed until unsatisfactory conditions have been corrected., 3. Take field measurements prior to fabrication where practical. Form to required shapes and sizes with true edges, lines and angles. Provide inserts and templates as needed for work of other trades. 4. Install materials in exact accordance with manufacturer's instructions and approved submittals. 5. Install materials in proper relation with adjacent construction and with proper appearance. 6. Restore units darnaged during installation, Replace units which cannot be restored at no additional expense to the Owner. 7. Refer to additional installation requirements and tolerances specified under Individual specification sections - Close --out: 1. Prepare punch list for remaining work for review by the Architect. 2. Complete punch list items promptly at no additional expense to the Owner. 3. Submit accurate record documents of building and site. 4. Submit operating manuals, maintenance manuals, and warranty information. 5. Obtain and submit copy of occupancy permits. 6. Train Owner in use of building u g systems. 7. Submit HVAC's Test & Balance Report, 8. Submit Waivers of Lien Release. 9. Remove temporary facilities and provide final cleaning and touch-up. c 10. Restore portions of building damaged by construction operations to the satisfaction of the Architect at no additional expense to the Owner. END OF DIVISION 1 SECTION 02220 - DEMOLITION Summary. 1. Provide selective demolition of interior partitions, systems, and building components designated to be removed. 2. Protect portions of building, site and adjacent structures affected by demolition operations. 3. Remove hollow items or Items which could collapse. 4. Remove abandoned utilities and wiring systems. 5. Notify Owner of schedule of shut-off of utilities which serve occupied spaces. 6. Provide temporary protection for the public from demolition operations. 7. Provide pollution control during demolition operations. 81. Provide removal and legal disposal of materials. Submittals: 1. Submit demolition schedule. Include methods for protecting adjacent work and location of temporary partitions if applicable. 2. Submit proposed location for disposal of materials, and permit if applicable. Demolition: 1. Survey existing conditions and correlate with Drawings and specifications to verify extent of demolition required. 2. Verify conditions at site to determine whether demolition methods proposed for use will not endanger existing structures by overloading, failure, or unplanned collapse. 3. Perform demolition operations by methods which do not endanger adjacent spaces, structures, or the public. 4. Perform demolition operations to prevent dust and .pollutant hazards. Provide chutes as required to control dust and debris. Schedule: 1. Items to be Salvaged for Reinstallation: As indicated on Drawings. 2. Items to be Salvaged for Delivery to Owner: As indicated on Drawings. END OF DIVISION 2 DIVISION 3 CONCRETE SECTION Q33QQ - QAST, IN PLACE CONCRETE 1. Required testing will be performed by Testing Laboratory employed and paid for by Wal-Mart. Notify Testing Laboratory 24 hours prior to proposed concrete placement. Testing Laboratory shall be present at every concrete placement. 2. Cold Weather: Perform Work in accordance with ACI 306. Hot Weather: Perform Work in accordance with ACI 305. .3. Verify final grades around new ramps arid stairs and adjust stair risers/treads and ramp lengths to accommodate required romp slope or riser heights. The following are max./min. guidelines: a. Bale rarnps: Slope 10% (1:10); 8'-0" width, minimum. b. ADA ramps: Slope 87. (1:12); 4'-O minimum (Refer to Drawings. C. Stair riser: 7" max. height. d. Stair tread: 11" min. length. e. Stoops/landings: 6'x4' (single door); 9'x4' (double door). 4. Engineer forms, shores, bracing, and other temporary supports to support loads imposed during construction. Wa(erstops: Volclay RX -101; by American Colloid Company; Synko-Flex; by Synko-Flex Products (Division of Henry Company). 5. Reinforcing Steel: ASTM A615; 60 ksi yield grade billet- steel plain bars, uncoated finish. Welded Steel Wire Fabric: ASTM A185 plain type. Tie Wire: Minimum 16 gauge annealed type. 6. Cement: ASTM C150, normal - Type I. Fine and Coarse Aggregate: ASTM C33. Use maximum coarse aggregate size per ACI 318, but not larger than 1-1/2" inches, except building slabs on-grode use 1 inch maximum. For pumped concrete, use maximum aggregate size of 1/3 the Inside diameter of the hose or pipe. Water: Clean, potable and not detrimental to concrete. 7. Air Entrainment: ASTM C260. Chemical Admixtures: ASTM C494; Type A --- water reducing; Type B retarding; Type C - accelerating; Type D - water reducing and retarding; Type E - water reducing and accelerating. The maximum water soluble chloride Ion content in hardened concrete at 28 days shall not exceed 0.15 percent by weight of cement. 8. Expansion Joint Material: ASTM D 1751, Preformed type, 1/2 inch thick, non -extruded resilient filler saturated with bitumen. Vapor Barrier: 6 mil polyethylene sheets. 9. Leveling Compound: Ardex V-900 by Ardex Engineered Cements; Flo -Top by Euclid Chemical Co.; SikoTop Overlay System by Sika Corporation; Thoro Underlayment Self -Leveling including Thoro Primer #800 by Thoro System Products; Certi-Vex SLU TC including EnviroBond A Primer by Vexcon Chemicals, Inc.; Mastertop 110 by Master Builders, Inc. 10. Mix concrete in accordance with ASTM C94, Provide concrete with the following characteristics: 1. Compressive strength: 28 days: 3000 psi, (3500 psi for exterior concrete, slabs; 5000 psi for compactor pads). . 2. Air Content: 5%, plus/minus 1%. 3. Maximum slump for conventionally placed not to exceed 4 inches. Maximum slump for pumped concrete not to exceed 7 inches. 4. 5 sack cement/sq.yd. (minirriurn) 5. Water Cement Ratio: .046 (exposed to weather); .058 (riot exposed to weather). 11. Curing/Sealing Compound for Slabs: Sonneborn Building Products (Kure -N -Seal -WB), Vexcon Chemicals (StarSeal 1315), Conspec High Seal), Master Builders (Mastercure N -Seal ---W). 12. Where indicated and at ADA ramps, provide stamped colored textured concrete noted as "Detectable Warning Area" and "Vestibule Floor Texture." Patterned Concrete industries; Bomanite Corporation. 13. Verify anchors, seats, plates, reinforcement, and other items to be cost into concrete are accurately placed, held securely, and will not cause hardship in placing concrete. Following preparation of base for slabs -on grade, place vapor barrier sheets in longest dimensions possible. Lap joints a minimum of 6" and seal by pinning with nails. 14. Perform concrete reinforcement work in accordance with CRSI Manual of Standard r cDocuments 63 i P a tce and 65. '15. Notify Wal-Mart Construction Manager minimum 24 hours prior to commencement of concreting operations. Place concrete in accordance with ACI 301; including hot and cold weather placement procedures. 16. Vibration: As soon as concrete is deposited, thoroughly agitate with mechanical vibrators and suitable hand tools to work mixture into corners of forms and around reinforcing and embedded items. 17. Saw cut control joints within 12 hours after finishing. Use 3/16 inch thick blade, cutting 1--1/4 inch into slab. All cold joints shall also be saw cut and sealant added, 18. When pumping concrete, maintain controls for proportioning, mixing and adjusting of mix. Place in accordance with ACI 301 and ACI 304.2R. 19. Provide ACI Class A tolerance; 1/8 inch variation in 10 feet, measured with straight edge laid in any direction. Pitch to drains 1/4 inch minimum to 1/2 inch maximum per foot. Area of slope shall be 3'--0"x3'-O" square area with the drain centered in square. 20. Chemical Cure for Slabs: Apply in accordance with manufacturer's application instructions, For Building Additions, apply in accordance with manufacturer's three coat application with the second and third coats applied just prior to Occupancy. 21. Modify or replace concrete not conforming to required levels and lines, details, and elevations. Verify method of removal and replocement with Wal-Mart Construction Manager. Repair or replace concrete not properly placed or of the specified type. 22. Protect finished work and other existing construction from concrete placing operations. Repair damage as a result of inadequate or unsuitable protection. Immediately after placement, protect concrete from premature drying (windy conditions), excessively hot or cold temperatures, and mechanical injury. END OF DIVISION 3 . 5EC11QN 041RQ - MS?EIAR- AND -MASONRY GROUT 1. Portland Cement: ASTM C150, normal -Type I or Type II; gray color. FLY ASH, SLAG, AND POZZOLANS NOT PERMITTED AS SUBSTITUTES FOR PORTLAND CEMENT. MASONRY CEMENT IS NOT ALLOWED. 2, Mortar Aggregate: ASTM C144, standard masonry type; clean, dry, protected against dampness, freezing, and foreign matter. Grout Coarse Aggregate: ASTM 0404, Maximum 3/8 inch size. The use of blast furnace slag is not permitted, Grout Fine Aggregate: Sand. Hydrated Lime: ASTM C207, UBC 21-13, Type S, Water: Potable. 3. Admixtures or other chemicals containing thyocyanates, calcium chloride or more than 0.1 percent chloride ions are not permitted. 4. Proportion and mixture ingredients in accordance with ASTM 0270, UBC 21-15, Type S with minimum compressive strength of 1800 psi. Control mortar mix to determine desired color to match existing mortar color - no additives and no antifreeze compounds. . 5, Grout fill is for concrete masonry unit bond beams, lintels, and reinforced cells with reinforcing bars and embedded plates. Compressive Strength: 2000 psi minimum at 28 days. Slump: 8 inches minimum, 10 inches maximum. 6. After reinforcing of masonry is in place, plug clean --out holes with masonry units. Brace against wet grout pressure. SEC110K 04220_ - CONCRETE UNiT MA59NBX 1. Hollow Load Bearing Units: ASTM C90, Grade N, strength properties of Type II; light weight above grade; normal weight below grade. 2. Solid Load -Bearing Units; ASTM C145, Grade N, strength properties of Type 11; light weight above grade; normal weight below grade. 3. Masonry Units. Modular units sized 8 x 8 x 16 inch and/or 8 x 12 x 16 inch; provide special units for bond beams control and expansion i p p xpan ran �o nts, and lintels. 4. Horizontal Joint Reinforcement: Truss or ladder design, minimum 9 gauge welded steel wire; mill galvanized after fabrication to 1,5 oz. Truss or ladder width 1-1/2" to 2 inches less than wall thickness. Deformed bars of grade indicated shall comply with ASTM A615, Grade 60. Shop fabricate reinforcement which is shown bent or hooked. Provide bar positioners for reinforced grouted cell: Shall be minimum 9 alvanized wire b Dur -O -Wall A816 f gauge 9 Y #D/ yr multiple bars or #D/A815 for single bars; AA Wire Products, Co.; or Masonry Reinforcement Corp. of America. 5. Anchor bolts as shown embedded in masonry shall comply with ASTM A307 bolts and threaded parts. 6. Joint Filler: Closed cell foam, oversized 50 percent; self expanding. Preformed Control Joint Filler: Rapid Control Joint D/A 2001 by Dur -O -Wal; Control Joint No. 9101 by Southern Construction Products, Inc.; No. 571 by Greenstreak. 7. Masonry Fill Insulation: Granular Insulation: ASTM C516 vermiculite or ASTM C549 perlite. Foamed--In-Place Insulation: Core --Fill 500 by Tailored Chemical Products, Inc.; Thermco Foam by Thermal Corp. of America; Tripolymer Foam insulation by C.P. Chemicals; Rapco Blue by JESCO, Inc.; R501 PolyMaster Plastic Foam Insulation by PolyMaster, Inc.; The FOM by The FOM Co. 8. Place masonry to lines and levels indicated. Maintain masonry courses to uniform width. Make vertical and horizontal joints equal and of uniform thickness matching coursing of existing building. Lay concrete masonry units in running bond. Course one block unit and one mortar joint to equal 8 inches. Form flush mortar joints where joint will be covered by other construction, 9. Tool joint concave (to mach existing adjacent masonry joints) where joint will be left exposed and painted; use tool with large enough radius that joint is not excessively raked free of mortar. . 10. Lay solid concrete masonry units with completely filled bed and he joints; b with ad j attar ds en w t sufficient mortar to fill head joints and shove into place. Do not slush head joints. Remove excess mortar. 11. Lay hollow concrete masonry units with full mortar coverage on horizontal and vertical face shells. Bed webs in mortar in starting course on footings and foundation walls and in all courses of piers, columns and pilasters, and where adjacent to cells or cavities to be reinforced or filled with concrete or grout. For starting courses on footings where cells are not grouted, spread out full mortar bed, including areas under cells. 12. Fully bond intersections, and external and internal corners, Do not shift or tap masonry units after mortar has taken initial seta Where adjustment must be made, remove mortar and replace. Perform job site cutting with proper tools to provide straight unchipped. edges. Take care to prevent breaking masonry unit corners or edges. Isolate masonry partitions from vertical structural framing members (columns) with a control joint. 13. Install horizontal joint reinforcement 16 inches on center, except space at 8 inches in parapet walls and below finished floor. Place masonry joint reinforcement in first and second horizontal joints above and below openings. Extend 24 inches minimum each side of opening. Place joint reinforcement continuous in first and second joint below top of walls. 14. Grout cells full that contain vertical reinforcing. Use low lift grout method of construction. Maximum height of grout pour: 4 feet. Units may be laid up to a height not exceeding 8'-0". If height exceeds 4'-O", use clean -outs. 15. Install insulation in masonry unit cores of exterior walls. 16. Continue bond beams reinforcing across control joints. Provide sleeves to allow horizontal slippage. Install preformed control joint filler at locations indicated on Drawings. Use proper size material to create sealant joint space. 17. Remove excess mortar and smears. Replace defective mortar. Match adjacent work. Clean soiled surfaces with a non -acidic solution which will not harm masonry or adjacent materials. Consult masonry manufacturer for acceptable cleaners. Use non-metallic tools in cleaning operations, END OF DIVISION 4 DIVISION 6 - WOOD AND PLASTICS Summary: 1. Provide Rough Carpentry. a, Wood grounds, nailers, and blocking. b, Backing panels. c. Sheathing. Submittals: 1. Submit product data. Products: 1. Lumber Standards and Grade Stamps: PS 20, American Softwood Lumber Standard and inspection agency grade stamps. 2. Construction Panel Standards; PS 1, U.S. Product Standard for Construction and Industrial Plywood; APA PRP -108. 3. Fire -Retardant Treatment- AWPA C20 for lumber and AWPA C27 for plywood; noncorrosive type. 4. Miscellaneous Lumber, Blocking and Nailers: a. Moisture Content, 19 percent. b. Grade: Standard grade light framing. 5. Construction Panels: a. Plywood Backing Panels: APA C -D Plugged Exposure 1 with exterior glue, fire -retardant treated. 6. Auxiliary Materials: a. Framing Anchors and Fasteners: Non -corrosive, suitable for load and exposure. Installation: 1. Comply with requirements of Section 01000 - Project Requirements, 2. Comply with NFPA Manual for House Framing, NFPA Recommended Nailing Schedule, and NFPA National Design Specifications for Wood Construction. 3. Comply with APA Design and Construction Guide, Residential and Commercial Construction. 4. Provide nailers, blocking and grounds where required, Set work plumb, level and accurately cut. 5. Comply with manufacturer's requirements for treated materials. _ _ _ __ __ __. Summary., 1. Provide Interior Architectural Woodwork: a. Standing and running trim and rails. b. Door frames, glazed frames and framed openings. Q. Shelving. Submittals: 1. Submit product data, samples, mockup of each type if requested. Products: 1. AWI Standards: Architectural Woodwork Institute (AN) "Architectural Woodwork Quality Standards." 2. Fire -Retardant Treatment: a. Lumber: AWPA C20, non -corrosive interior type. b. Plywood: AWPA C27, non -corrosive interior type. c. Particleboard: ASTM E 84, flame spread 20 or less. 3. interior Wood Standing and Running Trim and Rails: a. Species for Transparent Finish: As indicated on drawings. b. Species for Opaque Finish: Any closed -grain hardwood. c. Grade: Custom, 4. Interior Plastic Standing and Running Trim and Rails: a. Crown Molding: By Stewart - Contact Jimmy Levette 704.283.6898 5. Interior Plastic Laminate Clad Casework: a. Laminate: High pressure decorative laminate, NEMA LD -3. b. Grade: Custom. c. Face Style: Flush overlay. d. Frame Fabrication: Frameless. 6. Casework Hardware and Auxiliary Materials: a. Hardware Standard: ANSI/BHMA A156.9 b. Hardware Finish and Base Metal: Satin chromium plated brass (US26D). 7. Interior Plastic Laminate Clad Countertops: a. Laminate: High pressure decorative laminate, NEMA LD -3. b. Grade: Custom. c. Core: Plywood, particleboard or as allowed by grade. d. Edge: Laminate 8. Interior Frames and Framed Openings: a. Species for Transparent Finish, As indicated on drawings. b. Species for Opaque Finish: Any closed --grain hardwood. c. Grade: Custom. 9. Shelving: u. Species for Opaque Finish: Hardwood veneer plywood with solid hardwood edgeband. b. Grade: Custom. c. Shelf Supports: Surface mounted slotted standards. d. Closet poles: Chrome plated steel with intermediate supports. 10. Auxiliary Materials: a. Screws: FS FF -S-111, countersunk. b. Nails, FS FF -N-105, countersunk. c. Anchors: Type required for secure anchorage. Installation: 1. Comply with requirements of Section 01000 - Project Requirements, 2. Comply with standards referenced. 3. Backprime work before installation. 4. Provide trim for scribing and site cutting. 5. Install work plumb, level and in ; proper alignment. 6. Provide work free from tool marks and blemishes. 7. Securely fasten to substrates. 8. Install in lengths to minimize joints and seams. 9. Color match wood for transparent finish at joints for uniform appearance. 10. Touchup damaged or abraded finishes. END OF DIVISION 6 DIVISION 7 - THERMA,-RJRE PROTECTION SEQTION 07270 - FIBUTOPPIN Summary. 1. Provide Firestopping at the Following Locations: a. Penetrations through fire -resistance -rated floor and roof construction. b. Penetrations through fire -resistance -rated walls and partitions. c. Penetrations through smoke barriers and construction enclosing corn partmentalized areas. d. Sealant joints in fire -resistance -rated construction. Submittals: 1. Submit product data and test reports. Products: 1. Products: Hilti Firestop Systems, Specified Technologies Inc. or Tremco. 2. Fire Performance: ASTM E 119, ASTM E 814, and local regulations. . 3. Through. -Penetration Firestop Systems, a. Cerarnic-Fiber and Mastic Coating. b. Endothermic, Latex Compounds. c. Intumescent Latex Sealant. d. Intumescent Putty. 4. Fire -Resistive Elastomeric Joint Sealants: a. Single -component, neutral ---curing, silicone sealant. b. Multicomponent, nonsag, urethane sealant. c. Single -component, nonsag, 'urethane sealant. Installation: 1. Comply with requirements of Section 01000 - Project Requirements. 2. Inspect existing and new work for proper Firestopping prior to close -in of ceilings and wails. 3. Provide material thicknesses necessary to provide fire -resistance ratings indicated or required by authorities having jurisdiction. SECTION 07900 - JQ1NT S @S Summary, 1. Provide joint sealers at interior vertical and horizontal joints. Submittals: 1. Submit product data and if requested, adhesion test results for each joint type. Products: 1. Silicone Elastomeric Joint Sealants: a. Type and Application: One -part nonacid -curing silicone sealant, ASTM C 920, for vertical and horizontal joints, modulus as required for application, Interior use. b. Type and Application: One -part mildew -resistant silicone sealant, ASTM C 920, for sanitary applications, interior use. 2. Latex Joint Sealants: a. Acrylic Type. Acrylic -emulsion, ASTM C 834. b. Silicone Type: Silicone emulsion, ASTM C 834, and ASTM C 920. c. Application: Interior joints in vertical and overhead surfaces with limited movement. 3. Compression Seals: a. Type: Preformed foam sealant. b. Application: Wide exterior joints in vertical surfaces. 4. Fire -Resistive Joint Sealers: a. Type: One part fire --stopping sealant. b. Application: Penetrations in fire --rated floor and wall assemblies. 5. Specialty Sealants: a. Type and Application: Synthetic rubber for acoustical sealant for concealed joints. 6. Auxiliary Materials: a. Plastic foam joint fillers. b. Elastomeric tubing backer rods. c. Bond breaker tape. Installation: 1. Comply with requirements of Section 01000 - Project Requirements. 2. Test sealant adhesion for each substrate required. 3. Install in proper relation with adjacent work. 4. Clean adjacent surfaces soiled with sealant immediately. END OF DIVISION 7 UlVI51ON 8 - DOORS AND WINDOWS SECTION 08110 UEEL 00013S AND FRAMES Summary. 1. Provide Steel Doors and Frames: a. Interior door frames. Submittals: 1. Submit ,product data, shop drawings. Products: 1. Products: Ceco, Republic or Steelcraft complying with the following: 2, Standards: ANSI/SDI-100, Recommended Specifications for Standard Steel Doors and Frames. 3. Fire --Rated Assemblies: NFPA 80, ASTM E152 and acceptable testing agency listing. 4. Steel Frames: a. Interior Frames: Knockdown (KD) type. b. Material: Sheet steel, mitered or coped corners. 1). 14 gage for frames wider than 5 feet. 2). 16 gage. c. Hardware Locations: Per ASTM A250.8. d. Accessories: Door silencers and plaster guards. e. Finish: Factory primed and field painted Installation: 1. Comply with requirements of Section 01000 - Project Requirements. 2. Comply with SDI -100, and NFPA 80 for fire -rated assemblies. ;; ECtT ON. 08325 HiGH IMPACT DOORS PART 1 -- GENERAL 1.1 SUMMARY A. This Section includes high impact door systems, hardware, and accessories. 1.2 STORAGE AND PROTECTION A. Retain high impact doors in manufacturer's standard shipping protection until installation. Store doors under cover and on minimum 4 -inch high wood blocking. B. Avoid the use of non -vented plastic or canvas shelters that could create a humid€ty chamber. Provide 1/4 -inch air space between stacked doors to promote air circulation. 1.3 WARRANTY A. Special Warranty: Written warranty, executed by manufacturer agreeing to repair or replace high impact doors and accessories that fail in materials and workmanship to include structural failures, warping, faulty hardware, deterioration of material and finishes within two (2) years from date of Substantial Completion. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by the following: 1. Eloison Manufacturing, . a. model as noted. 2..2 HIGH IMPACT DOORS A. General: Provide double --acting traffic doors constructed to comply with the following: 1. Plastic laminate skin with solid wood internal construction. a. Color: Per door mamufacti.irer. 2. Door edging partially gasketed. 3. Doors to be mounted on self-closing hinge system with self-lubricating bushings. a. Proline 250 degree hinge system. B. Vision Panels: Vision panels to be high impact polycorbonate, set in heavy gage ABS molded frame center 60 -inches from the floor. I. Size: 16 -finches x 16 inches for panels over 30-36 inches. 2, Size: 17 -inches x 23 inches for panels over 36 inches. 2.3 ACCESSORIES A. Protective Coverings: Protective coverings to be manufacturer's standard spring bumpers. 1, Size: 24 inches. B. Jamb Guards and Spine: Provide manufacturer's standard jamb guards and steel spine. 1. Jamb Guards Size: 18 inches. PART 3 -- EXECUTION 3.1 INSTALLATION A. Install high Impact doors and accessories in accordance with manufacturer's written instructions. Coordinate sequence of installation with other work to avoid delays. B. Fit high impact doors and hardware accurately and securely in frames at manufacturer's recommended clearances. C. Remove and replace defective equipment, including defective or damaged doors and frames that are warped, bowed, or otherwise unacceptable to Architect. D. Final Adjustments: Check and adjust high irnpact doors and hardware to proper operating condition prior to final inspection. Summary: 1. Provide hardware for swinging doors. 2. Comply with code and accessibility requirements. Submittals: 1. Submit product data, samples, proposed hardware schedule, maintenance data. Products: 1. Products: As selected on drawings complying with the following., 2. Product Requirements: a. Hardware for Fire -Rated Openings: NFPA 80, and local requirements. b. Handicapped Accessibility. ANSI A117.1, ADAAG, and local requirements. c. Materials and Application: ANSI A156 series standards. d. Quality Level: Commercial, 3. Locksets and Latchsets: Cylinder type. 4. Lock Cylinders: Integral type. 5, Keying: Owner's requirements. 6. Hinges and Butts: Full -mortise type with nonrernovable pins at entrance and security doors. 7. Closers: Barrier -free type. 8. Push/Pull Units: Through -bolted type. 9, Hardware Finishes: Satin chrome (US26D). 10, Door Trim Units: Kick plates, armor plates, edge trim, viewers, knockers, and mail drops and related trim. 11. Wali/floor stops for each door. 12. Silencers. 13. Overhead door holders. 14. Flush bolts with dustproof strikes. 15. Coordinators. 16. Automatic door bottoms. 17. Coat hooks. 18. Soundstripping. 19, Weatherstripping 20. Thresholds. Installation: 1, Cornply with requirements of Section 01000 - Project Requirements. 2. Comply with DHI "Recommended Locations for Builder's Hardware" and hardware manufacturers instructions. 3. Refer to the door schedule for hardware sets. END OF DIVISION 8 X W P! i; W ,- o 31 � fl .1, H � X U W E_� F IQ " 0 F., A � 4LLJ U .: „ <;1-- l "s , F" Ld M < Y) D w �iEo z�`n Wc��4a�45�;000 M 0z rooNo00oaiE3 Oa.`t � n��a4VoW 4 ,,. � D W L � �wr�w�Za,iFP F- 0 oma 1 a <z177 z� �C�F 1L a 9 v)�y�y,�, wpppppp7,,,wzwo I- .1 NOP 33 <0W (0 �o 'nzo��aaFiaam t rr) C7 I 0 I i� 11 ) CD � 4LLJ 9 ('�) I-- a <Z) � U o �w, 0 �'` 9:: 4 ® �i C-) r, LO Co c, 1 O o LL1 Cn � P U) PCI a ISSUE BLOCK CHECKED BY; WCS DRAWN BY. RGS DOCUMENT DATE: 03-03-03 FI SMI"�Cxili" SHEET: A6 I . 0 0 4- M 5ECTiON 09260 - GYPSUM BOARD A5SEM,D.I„L_5 Summary: 1. Provide Gypsum Board Assemblies: a. Interior walls, partitions, and ceilings for tape and joint compound finish. b. Remodeling gypsum drywall systems at areas of new construction. 2. Gypsum Board Attachment: a. Gypsum board screw -attached to steel froming and furring. Submittals: 1. Submit product data. Products: 1. Products: Georgia-Pacific, National Gypsum or U.S. Gypsum complying with the following: 2. Gypsum Board: ASTM C 1396. a. Gypsum Wallboard: ASTM C 36, regular and fire -rated types: 1). 5/8 inch typical thickness. b. Water -Resistant Gypsum Sacking Board: ASTM C 630, regular and fire - rated types,: 1). 5/8 inch typical thickness. c, Joint Treatment. ASTM C 475 and ASTM C 840, 3 -coat system. d. Installation Standard: ASTM C 840, 3. Trim Accessories-, a, Material: Metal or plastic. b. Types: Cornerbead, edge trim, and control joints. c. Decorative Profiles: Aluminum reveals and channels. 4. Steel Framing for Walls and Partitions: a. Steel Studs and Runners: ASTM C 645: 1). 22 gage (.0276 inch) b. Typical Depth: 1). 3-5/8 inch or as noted on drawings. c. Furring Channels: ASTM C 645: 1). 25 gage (.0179 inch). d. Auxiliary Framing Components; Furring brackets, resilient furring channels. Z --furring members, and non -corrosive fasteners. e. Installation Standard: ASTM C 754. 8. Steel Framing for Suspended and Furred Ceilings: a. Furring Channels: ASTM C 645: 1). 25 gage (.0179 inch) 2). Standard channels. b. Steel Studs: Match steel studs used for walls. c. Accessories: Hangers and inserts, d. Installation. Standard: ASTM C 754, 10. Auxiliary Materials: a. Gypsum board screws, ASTM C 1002. b. Concealed acoustical sealant. c. Mineral fiber sound attenuation blankets, Installation: 1. Comply with requirements of Section 01000 --- Project Requirements. 2. Comply with standards referenced above and ASTM C 840 and GA 216. a. Level 1: For areas in ceiling plenum and concealed areas. b, Level 4: For all areas exposed to view and to receive wall finish. 3. install joints only over framing members. Do not allow butt -to -butt joints. 4, Provide blocking for items such as railings, grab bars, casework, toilet accessories, and similar items, 5. Provide acoustical sealant at runner tracks, wall perimeters, openings, expansion, and control joints. 6. Install gypsum board assemblies true, plumb, level and in proper relation to adjacent surfaces, 7. Where new partitions meet existing construction, remove existing corrierbeads to provide smooth transition. 8. Provide 3 -coat joint treatment such that, after finishing, joints are not visible. a. Sand and leave ready for finish painting and wall treatment. ;jLQJ10N 09310 CERAMIC TILE 1.1 SUMMARY A. This Section includes the following: 1. Stone thresholds installed as part of the installations. 2. Crack -suppression membrane for thin -set tile installations. 1.2 SUBMITTALS A. Product Data: For each product indicated. B. Shop Drawings: Show locations of each type of the and the pattern. Show widths, details, and locations of expansion, contraction, control, and Isolation joints, 1,3 QUALITY ASSURANCE PARi', 2 - PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply for product selection: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified. 2.2 TILE PRODUCTS A. Manufacturers: 1, American Olean; Div. of Dal -Tito International Corp. B. ANSI Ceramic Tile Standard: Provide Standard grade tile that complies with ANSI A137.1, "Specifications for Ceramic Tile," for types, compositions, and other characteristics indicated. C. Unglazed Quarry Tile CT -1, CT -2; Square -edged flat the as follows: 1, Wearing Surface: Nonabrasive, smooth, 2. Facial Dimensions: As indicated. 3. Thickness: 1/2 Inch. 4, Face. Plain. 5. Products: a. American Olean; Ruebelled Quarry Tile, 1) Color and Pattern: As Indicated D. Quarry Tile Trim Units. Matching characteristics of adjoining flat tale and coordinated with sizes and coursing where applicable. 1. Base: Coved with surface bullnose top edge 6 by 6 inches. 2.3 ACCESSORY MATERIALS A. Thresholds: Fabricate to provide transition between adjacent floor finishes. Bevel edges at 1:2 slope, limit height of bevel to 1/2 inch or less, and finish bevel to match face of threshold. 1. Marble Thresholds: ASTM C 503 with • a minimum abrasion resistance of 10 per ASTM C 1353 or ASTM C 241 and with honed finish. a. Description: Uniform, fine- to medium -grained white stone with gray veining. B. Crack -Suppression Membranes for Thin -Set "file Installations; Manufacturer's standard product that complies with ANSI A118,10, 1. Chlorinated -Polyethylene -Sheet Product: Nonplasticized, chlorinated polyethylene faced on both sides with nonwoven polyester fabric, 0.030 -inch nominal thickness. a. Product: Noble Company (The); Nobleseal TS. 2.4 SETTING AND GROUTING MATERIALS A. Manufacturers: 1. LATICRETE International Inc. 2. MAPEI Corporation. 3. Summitville files, inc. B. Latex -Portland Cement Mortar (Thin Set): ANSI A118.4, 1. Prepackaged dry -mortar mix containing dry additive to which only water must be added. 2. For wall applications, provide nonsagging mortar. C. Chemical -Resistant, Water -Cleanable, Tile --Setting and -Grouting Epoxy. ANSI Al18,3. D. Organic Adhesive: ANSI A136.1, Type 1. E. Standard Sanded Cement Grout: ANSI A118.6, color as indicated. F. Standard Unsonded Cement Grout: ANSI A118.6, color as indicated. G. Polymer -Modified Tile Grout: ANSI A118.7, color as indicated. 1. Polymer Type, Dry, redispersible form, prepackaged with other dry ingredients. 2.5 MISCELLANEOUS MATERIALS A. Trowelable Underlayments and Patching Compounds: Latex -modified, Portland cement- based formulation provided or approved by manufacturer of tile -setting materials. B. Metal Edge Strips: Angle or L -shape, half -hard brass exposed -edge material. PART 3 - EXECUTION 3.1 PREPARATION A. Remove coatings, including curing compounds and other substances that contain soup, wax, oil, or silicone, that are incompatible with tile -setting materials. B. Fill cracks, holes, and depressions with trowelable leveling and patching compound according to tile -setting material manufacturer's written instructions. C. Remove protrusions, bumps, and ridges by sanding or grinding. D. Blending: For tile exhibiting color variations, use factory blended tile or blend tiles at Project site before installing. E. Field -Applied Temporary Protective Coating: Where indicated under tile type or needed to prevent grout from staining or adhering to exposed tile surfaces, precoat them with continuous film of temporary protective coating, taking care not to coat unexposed tile surfaces. 3.2 INSTALLATION, GENERAL A. ANSI Tile Installation Standards: Comply with parts of ANSI A108 Series "Specifications for Installation of Ceramic Tile" that apply to types of setting and grouting materials and to methods indicated in ceramic tile installation schedules. B. TCA Installation Guidelines. TCA's "Handbook for Ceramic Tile Installation." Comply with TCA installation methods indicated in ceramic tile installation schedules. C. Extend tile work into recesses and under or behind equipment and fixtures to form complete covering without interruptions, unless otherwise indicated. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint alignments. D. Accurately form intersections andreturns. Perform cutting and drilling of tile without marring visible surfaces, Grind cut edges of tile abutting trim, finish, or built --in items. Fit tile closely to electrical outlets, piping, fixtures, and other penetrations so plates, collars, or covers overlap tile, E. Jointing Pattern: Lay tile in grid pattern, unless otherwise indicated. Align joints when adjoining tiles on floor, base, walls, and trim are same size. Lay out tile work and center the fields In both directions in each space or on each wall area. Adjust to minimize the cutting. Provide uniform joint widths, unless otherwise indicated. F. Lay out the , wainscots to next full tile beyond dimensions indicated. G. Expansion Joints: Locate expansion joints and other sealant -filled joints during installation of setting materials, mortar beds, and tile. Do not saw --cut joints after installing tiles. 1, Locate joints in tile surfaces directly above joints in concrete substrates. 2. Prepare joints and apply sealants to comply with requirements in Division 7 Section "Joint Sealants." H, Grout the to comply with requirements of ANSI A108.10, unless otherwise indicated. 1. For chemical -resistant epoxy grouts, comply with ANSI A108.6. I. For installations Indicated below, follow procedures in ANSI A108 Series the installation standards for providing 95 percent mortar coverage. 1, Tile floors composed of tiles 8 by 8 inches or larger. 2, Tile floors composed of rib -backed tiles. J. Install the on floors with the following joint widths: 1. Ceramic Mosaic Tile: 1/16 inch. 2. Quarry Tile: 3/8 inch, unless otherwise indicated. 3. Paver Tile: 1/4 inch. K. Stone Thresholds: Install stone thresholds at locations indicated; set in same type of setting bed as abutting field tile, unless otherwise indicated. 1. Set thresholds in latex-portland cement mortar forlocations where mortar bed would otherwise be exposed above adjacent pontile floor finish. L. Metal Edge Strips: Install at locations indicated or where exposed edge of tile flooring meets carpet, wood, or other flooring that finishes flush with top of tile. M. Install metal lath and scratch coat for walls to comply with ANSI A108.1A, Section 4.1. N. Install tile on walls with the following joint widths: 1. Glazed Wall Tile: 1/4 inch, unless otherwise indicated. 3.3 FLOOR TILE INSTALLATION SCHEDULE A. Interior floor installation on concrete; thin -set mortar; TCA F113. 1. Thin --Set Mortar: Latex- portland cement mortar, 2. Grout: Polymer -modified unsanded grout, 8, Interior floor installation on crack -suppression membrane over concrete; cement mortar bed (thickset); TCA F121. 1. Bond Coat/Thin-Set Mortar: Latex-- portland cement mortar. 2. Grout: Polymer -modified unsanded grout. C. Interior wall installation over gypsum board on metal studs; organic adhesive; TCA W242. Grout: Polymer -modified unsanded grout. SECTION_ 09510 - ACOUSTIG61L CEILINGS Summary. 1. Remodel existing acoustical lay --in ceilings, trim, and metal suspension system. Submittals: 1. Submit product data, samples. Products: 1. Products: As selected on drawings complying with the following: 2. Acoustical Panel Ceilings: Q, Size: As indicated. b. Thickness- As indicated. c. Edge Detail: As indicated. d. Pattern: As indicated. e, Type and Finish, ASTM E 1264: As indicated. 3. Suspension Systems: a. Exposed grid suspension system, ASTM C 635 intermediate duty classification, standard profile. b. Fire -Rating: Non -fire -resistance rated suspension system. c. Suspension System Accessories: Attachment devices and hangers, ASTM C 635. d. Cap Material: Painted steel finish. e. Edge molding and trim. Installation: 1. Comply with requirements of Section 01000 - Project Requirements, 2. Measure and layout acoustical ceilings to avoid less than 1/2 panel units whenever practical, 3. Install suspension systems in accordance with ASTM C 636. 4. Install panels with pattern or grain running one-way. Schedule: 1, Public Areas: As indicated on finish drawings. 2. Bock -of -House Areas. As indicated on finish drawings. SEC110N 09650 - RESIUENI EI QQ131NQ Summary: 1. Provide resilient flooring. Submittals: 1. Submit product data, samples and maintenance data. Products: 1. Products: As selected on drawings complying with the following: 2. Tile Flooring: a. Vinyl Composition Tile: ASTM F 1066, Composition 1, nonasbestos formulated 1). Class 1. 2). Size: 12 by 12 inches. 3). Thickness: 1/8 inch thick. b. Vinyl Tile 1), Class 1 2). Size: 3 by 36 inches 3. Auxiliary Materials: a. Edge strips and terminations. b. Feature strips and inlaid borders. Installation: 1. Comply with requirements of Section 01000 - Project Requirements, 2, Install per manufacturer's written instructions. 3. Prepare surfaces by cleaning, leveling and priming. 4. Level to 1/8 inch in 10 feet tolerance. 5. Install the with tight joints and required patterns. SECTION -U9651__ RESIUENT BASE AND ACCESSORIES Summary. 1. Provide resilient wall base, resilient flooring accessories and resilient carpet accessories. Submittals: 1. Submit product data and samples. Products: 1. Products: As selected on drawings and complying with the following: 2. Resilient Wall Base: a. Rubber Wall Base: FS SS -W-40, Type 1, 0,125 inches thick. b. Height: 4 inches. c. Type: Straight type with no toe at carpet installations, cove type with topset toe elsewhere, 3. Resilient Accessories: a. Rubber accessories. 4. Installation Accessories: a, Concrete Slab Primer: Nonstaining type. b. Trowelable Underlayments and Patching Compounds: Latex -modified, Portland -cement -based formulation, c. Adhesives: Water-resistant type. Installation: 1, Comply with requirements of Section 01000 - Project Requirements. SECTION Q2]2Q - WALL OVERINGS Summary. 1. Provide wall coverings and surface preparation, Submittals: 1. Submit product data and samples. Products: 1. Products: As selected on drawings and complying with the following: 2. Vinyl Wall Covering: a. Type: FS CCC -W -408A, Class "C" with a flamespread 76--200 and smoke development 0-450. d. Stain Resistance: Factory applied polyvinyl fluoride or polymer coating. Installation: 1. Comply with requirements of Section 01000 - Project Requirements. 2. Install per manufacturer's written instructions. SUTTON_ 09910_- PAINTING Summary. 1. Provide painting and surface preparation for interior and exterior unfinished surfaces as scheduled. 2. Provide painting and surface preparation of exposed mechanical and electrical piping, conduit, ductwork, and equipment. 3. Provide repainting and surface preparation at areas of remodeling. 4. Provide painting of entire surface where patch painting is required, Submittals: 1. Submit product data, samples, if requested a 4 foot by 4 foot mockup of each color, extra stock consisting of 1 unopened gallon of each type of point used. Products: 1. Products: As selected on drawings and complying with the following: 2. Regulations: Compliance with VOC and environmental regulations. 3. First-line commercial -quality products for all coating systems. Installation: 1, Comply with requirements of Section 01000 - Project Requirements. 2. Test sample area for adhesion for each type of paint. 3. Remove cover plates and protect hardware and adjacent surfaces. 4. Sand before painting until smooth and flat and sand between coats. 5. Apply paint to achieve manufacturer's recommended dry film thicknesses. 6. Paint entire surface where patch painting is required, 7. Recoat areas which show bleed -through or defects, 8. Clean paint spatter from adjacent surfaces and glass, 9, Touch-up damaged surfaces at completion of construction, Schedule: 1. Provide paint systems complying with the following schedule. 2. Gypsum Drywall Walls: a, Gloss: 1). Egg shell b. System: 1). 1 coat latex primer 2). 2 coats latex finish 3. Gypsum Drywall Walls and Ceilings in Bathrooms, Kitchens and Wet Areas: a. Gloss: 1), Semi b. Texture: 1). None c. System: 1), 1 coat latex primer 2). 2 coats latex finish 4. 5. Gypsurn Drywall Walls to Receive Wall Covering: a, System. 1), 1 coat latex primer 6, Gypsum Drywall Ceilings: a. Gloss: 1). Egg shell b. System: 1), 1 coat latex primer 3). 2 coats latex finish 7. Wood for Painted Finish: a. Gloss: 1). Semi b, System: 1). 1 coat latex primer 2), 2 coats latex enamel 8. Wood for Transparent Finish: a, Gloss: 1). Satin b. System: 1). 1 coat water base sealer 2). 2 coats water base varnish 10. Wood for Stain Finish: U, Gloss: 1). Satin b. System: 1), 1 coat water base wood stain 2). 1 coat water base sealer 3). 2 coats water base varnish 11. Ferrous Metals: a. Gloss: 1). Semi b. System: 1). 1 coat rust -inhibiting primer 2). 2 coats latex enamel 16. Galvanized Metal: a. Gloss: 1), Semi b. System: 1). 1 coat galvanized metal primer 3). 2 coats latex enamel END OF DIVISION 9 MOON 1.0=522 - FIRE EXT NQVISHERS AND CABINETS Summary - 1. Provide fire extinguishers and cabinets a. Fire extinguishers. b. Fire extinguisher cabinets, c. Fire extinguisher mounting brackets. Submittals: 1. Submit pro ct data. Products: 1. Products: J. L. Indoatwiee Larsen's complying with the following: 2, Standards: UL and FM listed products. 3, Fire Extinguishers: a, Type: Multipurpose dry chemical. b. Rating: UL Rated, 4---A; 60 -BC, 10 -Ib nominal capacity. c. Public Area Mounting: Cabinet mounted, d. Service Area Mounting: Metal brackets, 4. Cabinets: a. Mounting: Semirecessed. b. Trim: Exposed, c. Doors: Enameled steel, baked enamel. d, Door Style: Duo -panel. e. Accessories: Fire handle. installation: 1. Comply with requirements of Section 01000 - Project Requirements, END OF DIVISION 10 DIVISION 13 - SPECIAL QQN5J8Q5'M12C! SECTIO 13900 -FIRE PROTECTION Summary: 1.Provide first protection systems for the following: a. Sprinkler system. b. Fire and smoke detection system. c. Fire alarm system. d. Standpipe and Horne Systems. 2. Modify, relocate and extend existing service to accommodate new work. Relocate existing heads as required of new system. Provide concealed flush -mounted heads at acoustical ceilings. 3. Maintain the fire alarm system in operation during construction. 4. Coordinate with Owner's room uses to provide adequate system for all contact areas. 5. Coordinate location of fire protection systems to avoid interference with location of designated lighting fixture locations. 6, Do not cut structural elements without prior written approval. Subrni ttals: 1. Submit product data, warranties, operating and maintenance data. 2. Submit signed and sealed shop drawings for review and as required for building permit. Products: 1. Provide new materials suitable for service Intended complying with approved submittals. 2. Sprinkler Heads: Match existing type, 3. Fire Alarm System: Integrated with fire detection, smoke detection and sprinkler systems. 4. Power Sources: Emergency or alternate power system backup. Installation: 1. Comply with requirements of Section 01000 - Project Requirements. 2; Cornply with applicable codes, regulations, ordinances and requirements of authorities having jurisdiction and NFPA 13, 14, 70 and 72 as applicable. 3. Conceal piping to the greating extent practical, 4. Center ceiling -mounted elements in center of ceiling tiles as applicable, 5. Maintain Indicated fire ratings of walls, partitions, ceilings and floors at penetrations. Seal with firestopping to maintain fire rating. 6. Test oil systems for proper operation, including backup and alarm systems. 7, instruct Owner's personnel in proper operation of systems. END OF DIVISION 13. DIVISION 15 -- MECHANICAL, See Mechanical Drawings, DIVISiPM I0 - ELECTRICAL See Electrical Drawings. _.; to lei. ¢ta0 K W rL-�vlIr p R;�-n F rpi3 ,z r� io a a- av�wotr,o�Orl1�aN_< IL � I_ La a�4ULL_ ELOta, ¢��.00,,•,V3w��nii� �,, qow F c94otrJ,�O�yU[Y•��}- J 3j��W�� n� a LL s ,_ r ",-- c� �- K_ U) i-O�NZaJMaawgaM ISSUE BLOCK ID HECKED : WCS RAWN BY: RGS DOCUMENT DATE: 03-03-03 rl [S-PECIM MS SHEET: 6*1 x p rJUw l" N %D FJ r" 1 U W / V) x g U s" P� �; t S _.; to lei. ¢ta0 K W rL-�vlIr p R;�-n F rpi3 ,z r� io a a- av�wotr,o�Orl1�aN_< IL � I_ La a�4ULL_ ELOta, ¢��.00,,•,V3w��nii� �,, qow F c94otrJ,�O�yU[Y•��}- J 3j��W�� n� a LL s ,_ r ",-- c� �- K_ U) i-O�NZaJMaawgaM ISSUE BLOCK ID HECKED : WCS RAWN BY: RGS DOCUMENT DATE: 03-03-03 rl [S-PECIM MS SHEET: 6*1 12"0 RELOCATED 12"0 DIFFUSER REBALANCE TO 500 CFM 515 RELOCATED 12"o DIFFUSER REBALANCE TO 500 CFM `15.502 15.503 /T\/n\ °... NEWm .... CANDY SALES 15.502 #, RELOCATED 12"0 DIFFUSER REBALANCE TO 12"0 15.502 LOCATED 12"0 -FUSER "BALANCE TO 400 CFM 1V--(5.303 (TYP.) lk�15.515 REMOVE ALL EXISTING DUCTWORK ASSOCIATED WITH RTU -9 AND RTU -11 AS SHOWN, INSTALL NEW DUCTWORK AS SHOWN. CLEAN EXISTING DIFFUSERS AND RELOCATE AS SHOWN. 15.515 15.516 RELOCATED 12"0 DIFFUSER REBALANCE TO 500 CFM----- 15.500Y70, FM----- 16/14 15.50 Tp 15.515 15.515 REMOVE EXISTING EXHAUST HOOD IN ITS ENTIRETY, CLEAN EXISTING EXHAUST DUCTWORK PRIOR TO CAPPING ABOVE CEILING. EXISTING EXHAUST FAN TO BE ABANDONED IN PLACE. 15.516 (RELOCATED) 15.504 ........ ......EX[STiNG... ,,. 3 T RTU -11 07 15.515 15,515 �� I 1p, i 15.502 / € ,. 18 16 1 .,..; CD3 t 15.502 :i.f i 10"o i £ ' 300 i � t _• , I s , £ J 101)- 1YP 20/16 - } ( ) M1 15.515 18/16 i :..... 1 x.502 14 15.502 .:RAG i CD3 14 14 10"o 300 (TYP 2 /f RAG NEW ;mfr' ` 14"0 DINING AREA ' 15.502.. NEW SERVICE AREA 15.515 / i r i 14 14 :., i> r I : i - 14/14 r 14 ?0 a .:......:.::.::.... . EXISTING E 1.:20/16 , RTU -9 15.502 », ............ RELOCATED 12"0 15.515 15 50 x DIFFUSER 6:.....:.f REBALANCE TO 400 CFM � MECHANICAL PLAN - SCALE: MECHANICAL SYMBOLS AFF ABOVE FINISHED FLOOR GRILLE AND DIFFUSER SCHEDULE SAW MARK SERVICE RETURN OR EXHAUST DUCT IN SECTION MANUFACTURER CEILING SUPPLY AIR DIFFUSER STYLE FRAME TYPE NOTES RECTANGULAR ELBOW W/ TURNING VANES EAG EXHAUST AIR GRILLE MODEL EXISTING TO REMAIN i TEE WITH TURNING VANES FACE SIZE KEYNOTE DESIGNATION CD3 SUPPLY AIR TITUS E.H. PRICE CARNES ROOFTOP UNIT SENSOR ROUND NECK LAY -IN A, B, D, E CONNECT TO EXISTING FD r : TMS SCD SF SERIES 15.503 ROUTE DUCTWORK TIGHT TO THE BOTTOM CEILING DIFFUSER 24x24 GRILLE/DIFFUSER TYPE NECK SIZE CFM CD4 SUPPLY AIR TITUS E.H. PRICE CARNES -DETAIL NUMBER SHEET NUMBER ROUND NECK LAY -IN A, C, D, E 4. IF APPLICABLE, MECHANICAL CONTRACTOR SHALL TMS SCD SF SERIES 15.515 CONNECT NEW DUCTWORK TO EXISTING CEILING DIFFUSER 24x24 DUCTWORK, REDISTRIBUTE AIR FROM SAW SUPPLY AIR TITUS E.H. PRICE CARNES NEW CFM REQUIREMENTS. FIELD VERIFY DUCT MOUNTED SURFACE MOUNT B, E, F, G, H GAS-FIRED EQUIPMENT INCLUDING BUT NOT 300 -RS 520 RTDA 15.516 REMOVE EXISTING SUPPLY AND RETURN WALL REGISTER AS NOTED ON DRAWINGS AIR DUCTWORK AND DIFFUSERS NOT RAG RETURN AIR TITUS E.H. PRICE CARNES DUCTWORK AS NEEDED: EGGCRATE LAY -IN C, E, F ALL EQUIPMENT. 50F 80 RAPA CEILING GRILLE 24x24 EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EXCEPTION OF DEHUMIDIFICATION UNITS WHICH GENERAL NOTES: DRAWINGS AND SITE VISITS AND MAY NOT REFLECT ARE PROVIDED BY WAL-MART AND INSTALLED BY EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL MECHANICAL CONTRACTOR. 1. REFER TO SPECIFICATION SECTION 15880 FOR APPROVED EQUALS. 7. MECHANICAL CONTRACTOR SHALL PROVIDE AND 2. REFER TO PLANS FOR ADDITIONAL OPPOSED BLADE DAMPER (OBD) LOCATIONS. CONDITIONS. UNITS. NOTES: CONTRACTOR NOTES 8• MECHANICAL CONTRACTOR SHALL CUT AND SET CURB AND ROOFTOP UNIT AND FLASH ROOF A. 4 -WAY PATTERN UNLESS SHOWN OTHERWISE ON DRAWINGS. STRUCTURAL DRAWINGS FOR CURB DETAILS. DRAWINGS AND SPECIFICATIONS IN THEIR B. ALL STEEL CONSTRUCTION. RELATED AREA, THE FAILURE TO ACQUAINT REPAIR ANY ROOF WORK ASSOCIATED WITH THE THEMSELVES WITH THESE DOCUMENTS DOES NOT C. ALL ALUMINUM CONSTRUCTION. PERFORMING THEIR WORK PROPERLY. NO EQUIPMENT AND CURBS. ADDITIONAL COMPENSATION SHALL BE ALLOWED D. BRANCH DUCT SIZE SHALL BE SAME AS NOTED DIFFUSER NECK SIZE UNLESS NOTED OTHERWISE. THE CONDENSATE DRAINS WITH THE SLOPE OF E. STANDARD WHITE BAKED ENAMEL FINISH. 2. ALL QUESTIONS RELATED TO THE WORK INVOLVED 1 1 • MECHANICAL CONTRACTOR SHALL INSTALL NEW F. PROVIDE NECK FOR DUCT CONNECTION. DEPARTMENT OF WAL-MART. WITH DUCTWORK MODIFIED UNDER THIS MECHANICAL SYMBOLS AFF ABOVE FINISHED FLOOR ® SUPPLY DUCT IN SECTION SAW SUPPLY AIR WALL REGISTER RUSKIN RETURN OR EXHAUST DUCT IN SECTION CD CEILING SUPPLY AIR DIFFUSER RAG RETURN AIR GRILLE ,�'�� RECTANGULAR ELBOW W/ TURNING VANES EAG EXHAUST AIR GRILLE ETR EXISTING TO REMAIN i TEE WITH TURNING VANES NO SUBSTITUTIONS ALLOWED, KEYNOTE DESIGNATION TO ENERGY MANAGEMENT DRAWINGS FOR ROUND (OR OVAL) ELBOW RTU -1 THERMOSTAT S-? ROOFTOP UNIT SENSOR MECHANICAL DRAWINGS. VOLUME CONTROL DAMPER ® CONNECT TO EXISTING FD r : FIRE DAMPER (WHERE INDICATED) ---G--- NATURAL GAS PIPING ON ROOF 15.503 ROUTE DUCTWORK TIGHT TO THE BOTTOM CD4 GRILLE/DIFFUSER TYPE NECK SIZE CFM -G NATURAL GAS PIPING UNDER ROOF 12 8 400 �X XX -DETAIL NUMBER SHEET NUMBER �T �\ EXISTING DUCT TO BE REMOVED OR RELOCATED VOLUME DAMPER SCHEDULE TYPE MANUFACTURER MODEL NUMBER ROUND AES RUSKIN SISNEROS BROTHERS WM-VCD WMRS-25 SBWM-VCD RECTANGULAR AES RUSKIN SISNEROS BROTHERS 200 ARVCD WMD-25 SBR-VCD NO SUBSTITUTIONS ALLOWED, CONTACTS: TO ENERGY MANAGEMENT DRAWINGS FOR AES - (800)-786-0402 15.502 COORDINATE LOCATION OF DIFFUSERS, RUSKIN - (816)-761-7476 SISNEROS BROTHERS - (800)-499-0106 BOTTOM OF STRUCTURE - RECTANGULAR DUCT 15.502 CD4 8"0 8r/� 8 r A/ 12 RTU -9 T 14"0 1 15.502 RELOCATED) NEW SERVICE CORRIDOR 1 200 1 m ROOF DUCT LOCATION BETWEEN JOISTS THREADED�jl II � ,R 2UNISTR'UANGLE ,'OD TYP.) O I �---� 4 XZ_x /'4" ANGLE OR UNISTRUT RECTANGULAR DUCT RECTANGULAR DUCT PERPENDICULAR TO STRUCTURE PARALLEL TO STRUCTURE RECTANGULAR DUCT HANGER ., ATTACHMENTS NTS FIRE/MECHANICAL KEYNOTES NEW/ GENERAL MECHANICAL NOTES UTILITY ................ .,...,. AREA t 1 3 CD4 3? AREA. 15.501 COORDINATE WITH GENERAL CONTRACTOR 8rr0 FOR ROUTING DUCTWORK, ROOF 200 '1(15.502 UNDER SEPARATE CONTRACT BY OTHERS, REFER RTU -9 T 14"0 1 15.502 RELOCATED) NEW SERVICE CORRIDOR 1 200 1 m ROOF DUCT LOCATION BETWEEN JOISTS THREADED�jl II � ,R 2UNISTR'UANGLE ,'OD TYP.) O I �---� 4 XZ_x /'4" ANGLE OR UNISTRUT RECTANGULAR DUCT RECTANGULAR DUCT PERPENDICULAR TO STRUCTURE PARALLEL TO STRUCTURE RECTANGULAR DUCT HANGER ., ATTACHMENTS NTS zwo 0ww wwF z O wwzl� E3 or 0 r W a�' wza ¢ao�oLLJ Z�z WF, F-aa�p JAW vi<0 oocn��(Wo�w O �FvP-W�F-2G-,zcnam L� ° N�u-waWa Z ¢�L�oWooU0 www O 3w,ZL`pliiwryazoawz 0 ooLHlZo apza aZz W Ldw,CL.o�nFara3 amara-Z��rno�og D oZZ05wFwww1 o0 ow �' O -a OZw<Wwo0 in ZOJLlaVla��aF-• rr) CD � I O CD � � W f--- Q m, 0 co O � � co L0 ,C-7) 4 o co �.�Ww CID L: z 0 as ISSUE BLOCK CHECKED BY: MEF/CC DRAWN BY: SKG DOCUMENT DATE: 03/03/03 MECHANICAL PLANA SHEET: m 1 FIRE/MECHANICAL KEYNOTES MECHANICAL KEYNOTES GENERAL MECHANICAL NOTES I. GENERAL NOTES ARE APPLICABLE TO ALL MECHANICAL WORKING DRAWINGS. 15.303 REVISE SPRINKLER PIPING IN REMODELED AREA. 15.501 COORDINATE WITH GENERAL CONTRACTOR FOR ROUTING DUCTWORK, ROOF 2. ENERGY MANAGEMENT CONTROL SYSTEM IS PENETRATIONS AND FLASHING, UNDER SEPARATE CONTRACT BY OTHERS, REFER TO ENERGY MANAGEMENT DRAWINGS FOR 15.502 COORDINATE LOCATION OF DIFFUSERS, EQUIPMENT CONTROLS NOT SHOWN ON REGISTERS, AND GRILLES WITH WAL-MART MECHANICAL DRAWINGS. CONSTRUCTION MANAGER, 3. IF APPLICABLE, COORDINATE ALL NEW GAS 15.503 ROUTE DUCTWORK TIGHT TO THE BOTTOM PIPING AND ROOF EQUIPMENT WITH EXISTING GAS OF STRUCTURE. PIPING, SKYLIGHTS, AND ROOF EQUIPMENT, FIELD VERIFY EXISTING CONDITIONS. 15.504 COORDINATE SENSOR LOCATION WITH WAL-MART BUILDING MANAGER. 4. IF APPLICABLE, MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL GAS PIPING UP TO 15.515 CONNECT NEW DUCTWORK TO EXISTING AND INCLUDING THE REGULATOR AND FINAL DUCTWORK, REDISTRIBUTE AIR FROM CONNECTION TO THE EQUIPMENT. EXISTING DUCTWORK TO MATCH NEW CFM REQUIREMENTS. FIELD VERIFY 5. PROVIDE START-UP ASSISTANCE FOR ALL LOCATION OF EXISTING DUCTWORK, GAS-FIRED EQUIPMENT INCLUDING BUT NOT LIMITED TO ROOF TOP UNITS, RADIANT HEATERS, 15.516 REMOVE EXISTING SUPPLY AND RETURN UNIT HEATERS, AND COOKING EQUIPMENT, AIR DUCTWORK AND DIFFUSERS NOT COORDINATE ADJUSTMENT OF REGULATORS WITH BEING REUSED, PATCH AND REPAIR SET-UP PERSONNEL TO ENSURE CORRECT GAS DUCTWORK AS NEEDED: FLOW PRESSURES FOR PROPER OPERATION OF ALL EQUIPMENT. NOTE 6. MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL ROOFTOP EQUIPMENT WITH THE EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EXCEPTION OF DEHUMIDIFICATION UNITS WHICH DRAWINGS AND SITE VISITS AND MAY NOT REFLECT ARE PROVIDED BY WAL-MART AND INSTALLED BY EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL MECHANICAL CONTRACTOR. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL 7. MECHANICAL CONTRACTOR SHALL PROVIDE AND CAREFULLY COORDINATE NEW WORK AND DEMOLITION INSTALL ALL ROOF CURBS AND STRUCTURAL WITH ALL OTHER DISCIPLINES AND EXISTING SUPPORTS INCLUDING ANGLES FOR ROOFTOP CONDITIONS. UNITS. CONTRACTOR NOTES 8• MECHANICAL CONTRACTOR SHALL CUT AND SET CURB AND ROOFTOP UNIT AND FLASH ROOF 1. EACH SUBCONTRACTOR IS RESPONSIBLE FOR BACK IN. REFER TO ARCHITECTURAL AND HAVING A THOROUGH KNOWLEDGE OF ALL STRUCTURAL DRAWINGS FOR CURB DETAILS. DRAWINGS AND SPECIFICATIONS IN THEIR 9, MECHANICAL CONTRACTOR SHALL PATCH AND RELATED AREA, THE FAILURE TO ACQUAINT REPAIR ANY ROOF WORK ASSOCIATED WITH THE THEMSELVES WITH THESE DOCUMENTS DOES NOT RELIEVE THEM OF ANY RESPONSIBILITY FOR INSTALLATION AND/OR REMOVAL OF ROOFTOP OR PERFORMING THEIR WORK PROPERLY. NO EQUIPMENT AND CURBS. ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO 10. ROOFTOP UNITS SHALL BE ORIENTED SO THAT FAILURE TO FAMILIARIZE WORKERS WITH THIS THE CONDENSATE DRAINS WITH THE SLOPE OF INFORMATION. THE ROOF. 2. ALL QUESTIONS RELATED TO THE WORK INVOLVED 1 1 • MECHANICAL CONTRACTOR SHALL INSTALL NEW SHALL BE DIRECTED TO THE STORE PLANNING FILTERS ON NEW AND EXISTING ROOFTOP UNITS DEPARTMENT OF WAL-MART. WITH DUCTWORK MODIFIED UNDER THIS CONTRACT, NO MORE THAN ONE DAY PRIOR TO 3• ALL QUESTIONS RELATED TO THE BIDDING AND STARTING TEST & BALANCE PROCEDURES. CONSTRUCTION OF THIS PROJECT SHALL BE FILTERS SHALL BE 2" THICK EQUAL TO FARR DIRECTED TO THE WAL-MART CONSTRUCTION 30/30. MANAGER. 12. MECHANICAL FAILURE OF NEW ROOFTOP UNITS GENERAL FIRE PRIOR TO , BE REPAIRED ORCEPTANCE REPLACEDBBYOWNERCONTRACTORL PROTECTION NOTE THROUGH WARRANTY AGREEMENT WITH MANUFACTURER. FIRE PROTECTION SPRINKLER SYSTEM IN 13. ROOFTOP UNITS BEING ADDED TO EXISTING ROOF BUILDING IS EXISTING. ALL SPRINKLER WORK STRUCTURE SHALL BE INSTALLED WHEN THE SHALL BE PERFORMED BY A LICENSED UNITS ARRIVE AT THE JOB SITE. SPRINKLER CONTRACTOR, FIRE PROTECTION SPRINKLER CONTRACTORSC (FPSC) SHALL 14. IF ROOFTOP UNITS ARE SET ON THE ROOF PROVIDE A COMPLETE AND FUNCTIONING BEFORE ROOFING IS COMPLETED, THE SPRINKLER SYSTEM, WITH VALVES, PIPING MECHANICAL CONTRACTOR SHALL BE AND HEADS, THROUGHOUT THE EXISTING AND RESPONSIBLE FOR ANY DAMAGE WHICH OCCURS NEW SPACE. FPSC SHALL VERIFY DURING THE ROOFING PROCESS, ESPECIALLY TAR REQUIREMENTS WITH LOCAL CODE OFFICIALS ON COILS. PRIOR TO BID. FPSC SHALL PROVIDE THE SYSTEM DESIGN, SHALL PREPARE REQUIRED 15. PROVIDE PROTECTIVE COATING TREATMENT #1 DRAWINGS, AND SHALL OBTAIN APPROVAL OF (WITHIN 1 MILE ) / �2 (WITHIN 1-5 MILES) FOR STATE AND LOCAL AND INSURANCE COASTAL APPLICATIONS PER WAL-MART UNDERWRITING AUTHORITIES. MATERIALS AND REQUIREMENTS. INSTALLATION SHALL COMPLY WITH NEPA 13, LOCAL AND STATE CODES, AND 16. DUCT INSULATION: PROVIDE 1" THICK SPECIFICATIONS. FPSC SHALL TEST THE SYSTEM PER NFPA STANDARDS, AND OBTAIN DUCTLINER ON ALL RECTANGULAR SUPPLY DUCTS INSPECTION AND APPROVAL BY LOCAL FIRE AND 1/2" THICK ON ALL RETURN AIR DUCTS. SHOWN MARSHALL BEFORE ACCEPTANCE BY OWNER. SIZES ARE CLEAR INSIDE DIMENSION, FPSC SHALL COORDINATE PIPE AND HEAD SHEET METAL SIZES SHALL BE INCREASED LOCATIONS WITH OTHER TRADES. FPSC ACCORDINGLY. PROVIDE 1-1/2" THICK WRAP SHALL VERIFY AND COORDINATE ALL WORK INSULATION ON ALL RIGID ROUND SUPPLY DUCTS WITH THE WAL-MART CONSTRUCTION MANAGER ABOVE FINISHED CEILINGS WHERE APPLICABLE. AND GENERAL CONTRACTOR, 17. REFER TO M SHEETS FOR DETAILS & EQUIPMENT SCHEDULES, 18. DUCT HANGER ATTACHMENT DETAILS ARE APPLICABLE THROUGHOUT THE STORE. 19. STORE MUST BE KEPT OPERATIONAL. ARRANGE ALL WORK TO KEEP DISRUPTIONS TO OPERATIONS TO A MINIMUM. COORDINATE DISRUPTIONS WITH THE WAL-MART CONSTRUCTION MANAGER AND WAL-MART MECHANICAL SERVICES CONSTRUCTION MANAGER. 20. COORDINATE ALL WORK WITH OTHER TRADES. VERIFY CONDITIONS BEFORE FABRICATING DUCTWORK. 21. FURNISH AND INSTALL ALL MATERIALS FOR A COMPLETE INSTALLATION IN ALL RESPECTS, READY FOR INTENDED USE AND IN STRICT ROOF ROOF ACCORDANCE WITH ALL STATE AND LOCAL CODES -- AND MANUFACTURER'S RECOMMENDATIONS. COORDINATE WITH EXISTING AND NEW „ 2"x2"x1/4" ANGLE CONSTRUCTION. PAY ALL NECESSARY FEES AND rr 6 OR UNISTRUT 6 PERMITS, 22. LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE OVER DIFFUSER AND GRILLE LOCATIONS. LOCATE DIFFUSERS AND GRILLES TO ACCOMMODATE BOTTOM OF LIGHTING LAYOUT. STRUCTURE TWO SHEETMETAL TWIST STRAP SELF TAPPING SCREWS 23, FLEXIBLE DUCTWORK MAXIMUM LENGTH 5'-0' ) TO IS PERMITTED PRIOR CONNECTING TO DIFFUSER. 16 GA, GALV. STEEL 24.-32 NOT USED. BAND (2" WIDE) 33. PROVIDE WET PIPE SPRINKLER SYSTEM, INCLUDING MATERIALS AND INSTALLATION, IN ACCORDANCE WITH NFPA 13, STATE AND LOCAL ROUND DUCT CODES, A.I.E. AND FACTORY MUTUAL ENGINEERING REQUIREMENTS. FIRE SPRINKLER PERPENDICULAR TO JOIST PARALLEL TO JOIST CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING HIS OWN FLOW READING FOR PURPOSE OF DESIGN. FURNISH AND INSTALL ROUND DUCT HANGER SPRINKLERS IN EXPANDED AREA AND MODIFY HEADS IN REMODELED AREAS AS REQUIRED. ATTACHMENTS.3TO 34• PROVIDE FIRE PROTECTION SPRINKLER SYSTEM COMPLY WITH NFPA APPENDIX "A" ORDINARY NTS HAZARD OCCUPANCY. (GROUP 2) 35. OBTAIN FIRE PROTECTION OCCUPANCY PERMIT AND ACCEPTANCE RELEASE PRIOR TO POSSESSION BY WAL-MART. zwo 0ww wwF z O wwzl� E3 or 0 r W a�' wza ¢ao�oLLJ Z�z WF, F-aa�p JAW vi<0 oocn��(Wo�w O �FvP-W�F-2G-,zcnam L� ° N�u-waWa Z ¢�L�oWooU0 www O 3w,ZL`pliiwryazoawz 0 ooLHlZo apza aZz W Ldw,CL.o�nFara3 amara-Z��rno�og D oZZ05wFwww1 o0 ow �' O -a OZw<Wwo0 in ZOJLlaVla��aF-• rr) CD � I O CD � � W f--- Q m, 0 co O � � co L0 ,C-7) 4 o co �.�Ww CID L: z 0 as ISSUE BLOCK CHECKED BY: MEF/CC DRAWN BY: SKG DOCUMENT DATE: 03/03/03 MECHANICAL PLANA SHEET: m 1 SHORT FORM SPECIFICATIONS SECTION 15050 - BASIC MECHANICAL MATERIALS AND METHODS PART '1 GENERAL 1.01 WARRANTY A. Warrant to Wal-Mart that materials, equipment, and workmanship provided under this Division of the Specifications will be free from defects for a period of one year from date of Substantial Completion. Additional equipment warranty requirements are stated in other sections of the Specifications. END OF SECTION SECTION 15300 - FIRE PROTECTION PART 1 GENERAL 1.01 SUBMITTALS A. Submit the following: 1. To ensure proper and timely approval of submittals, it is imperative that submittals be complete, accurate and in full compliance with specifications. 2. No extension of time will be allowed due to submittal approval delays due to rejected submittals. If submittal is rejected, revise and submit until approved. General Contractor must respond to ALL shop drawing review comments within 15 days of receipt! B. Submittal Rejection: If submittal is rejected by A.I.E. for any reason listed below, Wal-Mart Stores, Inc., will back -charge the Contractor $200.00 (Two Hundred Dollars) via Change Order, to cover the processing costs of each subsequent review, until submittal is approved. C. Submittal shall include, but is not limited to, fire protection system design, product data, shop drawings, hydraulic calculations, and additional data as may be required by local authorities having jurisdiction. A.I.E. will reject submittals which do not comply with specifications. Submittal rejections include, but are riot limited to, the following reasons: 1. Hydraulics: Input errors, incorrect remote areas, shop drawings do not match calculations, etc. 2. Design Problems: Incorrect densities and design areas. Wrong equipment, wrong area per head, hose station missing, incomplete system design, etc. 3. Wrong Water Test: Did not use Wal -mart water test found on project Civil Drawings. No other water test data is permitted for system design submittals. 4. Backflow Preventors: Devices incorrectly located on the suction side of pumps. Improper friction loss used in calculations. Device installed in the vertical position. 5. Pump Details: Make, model number unknown. Piping and valve arrangement not defined, product data not submitted. Electrical details missing. 6. Pump Electrical: Safety shut-off not shown in power feed to pump controller. 7. Incorrect Pipe: Unapproved pipe products being proposed. Submit pipe as specified. 8. Incomplete Calculations: Submit calculations for all areas specified and shown on drawings. 9. Incorrect Valves: Do not propose OS&Y valves when PIV's are specified. 10. Incorrect Sprinkler Heads: Unapproved sprinkler heads being proposed as substitutions. Submit sprinkler heads only as specified. 11. Substitute products which are proposed, but not specified, will be cause for rejection and $200.00 penalty, described above, will be imposed until submittals are approved by A.I.E.. D. Send submittals to governing authorities and A.I.E. within 15 working days after award of contract. Expect 30 day turn- around on submittals sent to A.I.E.. 1. Submittals to Governing Authorities: Submit two copies of complete submittals to governing authorities having jurisdiction. Submit additional copies if required. 2. Submittals to A.I.E.: Submit five copies of shop drawings (folded, not rolled), one copy of hydraulic calculations, one copy of product data cut sheets, and one copy of fire pump motor control electrical diagrams. Send A.I.E. submittals to: Susan Wormann Alternatives in Engineering 1314 Hwy DD Defiance, MO 63341 (636)398-5288 Fax: (636)828-4634 Telephone calls may also be directed to the Plan Review Department. 3. Submittals to Wal-Mart: After receiving approval from the governing authorities and A.I.E., forward two (A.I.E. stamped and approved) copies of the submittal to Wal-Mart Construction Manager, before Fire Protection Work begins. Do not send submittals to Engineers. E. Submittals to be received within 15 working days of Contract date. 1.02 SYSTEM DESCRIPTION A. System shall provide coverage for all existing building and new expansion areas including, but not limited to, areas scheduled in this Section. Any changes in design area, design criteria, pipe sizes, or deviation of water supply shall be approved by Wal-Mart prior to fabrication. 1. Provide automatic sprinkler system in new expansion building areas. 2. Modify sprinkler system in existing building as required by work. 3. In Sales Area, align new sprinkler heads with existing heads to provide a uniform pattern where applicable. 4. Maintain full operational integrity of the existing fire protection systems during the construction of the project. Report any deficiencies found in the existing systems to the Wal-Mart Construction manager B. Provide system complying with NFPA 13, authorities having jurisdiction, and Contract Documents. Densities and areas of application shown or specified have been developed based on NFPA requirements, engineering judgment and insurance carrier requirements. C. Fire Sprinkler Contractor shall perform water flow test as required to perform system design. Verify actual backflow preventer to ensure correct friction loss is calculated. D. Authorities having jurisdiction may require the following areas to have sprinkler protection: Canopies not otherwise shown or specified, wastepaper areas, shade cloth, and trash compactor u p chute, Verify sprinkler requirements and provide protection for these areas as required by authorities having jurisdiction. Use non -freeze system (drypipe or anti -freeze) if sprinkler system in any area is subject to freezing. E. Authorities having jurisdiction may require hydraulically calculated densities, areas of application, and hose allowance differing from those shown or specified. Verify and provide hydraulic calculations per authorities having jurisdiction and these Contract Documents. F. All sprinklers in light hazard areas shall be quick response type. G. Limit each system to 52,000 square feet. H. Provide 5 psi safety factor between supply curve and demand point, including hose stream allowance. I. Base areas of application on actual floor area protected by sprinklers. J. Include hose allowance as required in schedule in the hydraulic calculations as required by NFPA 13, K. If overhead doors open in horizontal position, provide sprinklers below door when the door is in a horizontal position. (REFER TO PROJECT MANUAL FOR DIVISION 1 REQUIREMENTS) L. Provide hangers, supports and earthquake bracing per Contract Documents, NFPA 13, and authorities having jurisdiction. M. Interface sprinkler system with fire protection supervisory system. N. If required by authority having jurisdiction, provide Fire Department lock -box; quantity, size, type and location as directed. 1.03 DESIGN REQUIREMENT SCHEDULE A. Match existing densities in areas being expanded if approved by Authority having juridiction. For new areas of the store provide densities listed in this section. B. Freezers and Coolers: In addition to design requirements otherwise shown or specified including overhead .sprinkler system above walk-in freezers and coolers, provide dry pendent sprinklers supplied from wet system. 1. Density: 0.20 gpm/sq. ft. for entire area, with 250 gpm hose stream allowance. 2. Sprinkler Temperature Rating: 200 ?F, dry pendent sprinklers. 3. Spacing: 130 sq. ft. per sprinkler, (maximum). 4. Occupancy: Ordinary Hazard Group 2 per NFPA 13. C. Retail Areas (general), Vestibule, Above Ceiling Panels in building with Combustible Construction, Enclosed Seasonal: 1. Density: 0.20 gpm/sq. ft. for most hydraulically remote 1500 square feet, with 250 gpm hose stream allowance. 2. Sprinkler Temperature Rating: 212 ?F. 3. Spacing: 130 sq. ft. per sprinkler, (maximum). 4. Occupancy: Mercantile, Ordinary Hazard Group 2 per NFPA 13, D. Offices; Restrooms: 1. Density: 0.10 gpm/sq. ft. for most hydraulically remote 1500 square feet, with 100 gprn hose stream allowance. 2. Sprinkler Temperature Rating: 165 ?F. 3. Spacing: 225 sq. ft, per sprinkler, (maximum). 4. Occupancy: Light Hazard, per NFPA 13, E. Grocery and General Merchandise Dock/Receiving and Stock Areas: 1, Density: 0.30 gpm/sq. ft, for most hydraulically remote 2000 square feet, with 500 gpm hose stream allowance. 2. Sprinkler Temperature Rating: 286 ?F. 3. Spacing: 100 sq. ft. per sprinkler, (maximum). 4. Occupancy: Single and double row racks and solid pile storage of Class IV commodities. Maximum storage height is 15 feet. Extra Hazard Group 1 per NFPA 13, 5. Occupancy: Multiple row rack storage of Class IV commodities. Maximum storage height is 12 feet. Extra Hazard Group1 per NEPA 13. F. Non -Enclosed Garden Center (Metal Canopy): 1. Density: 0.20 gpm/sq. ft. for most hydraulically remote 1950 square feet, with 250 gpm hose stream allowance. 2. Sprinkler Temperature Rating: 286 ?F. Sidewall sprinklers are not acceptable. 3. Spacing: 130 sq. ft, per sprinkler (maximum). 4. Occupancy: Mercantile, Ordinary Hazard Group 2 per NFPA 13. 5. Protect sprinkler system in this area from freezing with drypipe system. G. Garden Center Glazed Structures: 1. Density: 0.20 gpm/sq. ft, for most hydraulically remote 1950 square feet, with 250 gpm hose stream allowance. 2. Sprinkler Temperature Rating: 286 ?F. 3. Spacing: 130 sq. ft. per sprinkler, (maximum). 4. Utilize Drypipe System, H. Used Tire/Battery Storage: 1. Density: 0.20 gpm/sq. ft. over entire storage area, with 250 gpm hose stream allowance. 2. Sprinkler 'Temperature Rating: 286 ?F. 3. Spacing: 130 sq. ft, per sprinkler, (maximum). 4. Occupancy: Ordinary Hazard Group 2 per NFPA 13. 5. Protect sprinkler system in this area from freezing. Dry sidewall sprinklers are permitted in this area if appropriate. I. Automotive Service Areas (Area 15 feet Beyond Tire Storage): 1. Density: 0.20 gpm/sq. ft. for most hydraulically remote 1500 square feet, with 250 gpm hose stream allowance. 2. Sprinkler Temperature Rating: 286 ?F. 3. Spacing: 130 sq, ft, per sprinkler, (maximum). 4. Occupancy: Mercantile, Ordinary Hazard Group 2 per NFPA 13, J. Auto Service Tire Storage Area: 1. Density: 0.30 gpm/sq. ft, over storage area and 15 feet beyond (approximately 1620 square feet), plus 6 most remote sprinklers in walkway flowing minimum 30 gpm each, with 250 gpm hose stream allowance. 2. Sprinkler Temperature Rating: 286 ?F at roof and 165 ?F under walkway. 3. Roof Spacing: 100 sq, ft. per sprinkler, (maximum). 4. Walkway Sprinkler Spacing: 8 feet between sprinklers (maximum); 64 sq. ft. per sprinkler (maximum). 5. Occupancy: Tire Storage per FM Data Sheet 8-3. Rack storage of tires. Maximum storage height of 16 feet. K. Auto Service Tire Storage Area (If FM 8-3 is not allowed, coordinate correct tire racks with supplier): 1. Density: 0.20 gpm/sq. ft. over 1500 square feet, plus 4 most remote sprinklers in walkway flowing minimum 15 psi each, with 250 gpm hose stream allowance. 2. Sprinkler Temperature Rating: 286 ?F at roof and 165 ?F under walkway. Provide 12 inch sprinkler heat colletor. 3. Roof Spacing: 130 sq. ft. per sprinkler, (maximum). 4. Walkway Sprinkler Spacing: 8 feet between sprinklers, (maximum); 64 sq. ft. per sprinkler (maximum). 5. Occupancy: Single row fixed rack storage of tires. Maximum storage height of 12 feet. Miscellaneous tire storage, ordinary hazard group 2, with one level of in -rack sprinklers per NFPA 13. L. Vestibule: 1. Density: 0.20 gpm/sq.ft for most hydraulically remote 1500 sq. ft., with 250 gpm hose stream allowance. 2. Sprinkler Temperature Rating: 212 ?F. 3. Spacing: 130 sq. ft. per sprinkler, (maximum). 4. Occupancy: Mercantile, Ordinary Hazard Group 2 per NFPA 13. 1.04 QUALITY ASSURANCE A. Guarantee system for a period of one year after completion of work and acceptance by Owner. B. Qualifications (Installer): Company specializing in performing work of this Section with minimum three year experience and a minimum of a NICET Certified Engineering Technician (Level III) Fire Sprinkler Designer on staff responsible for project. C. Company shall have a sprinkler contractor license issued by the authorities having jurisdiction. D. Regulatory Requirements: Provide certificate of compliance from authorities having jurisdiction indicating approval of field acceptance tests. r PART 2 PRODUCTS 2.01 MATERIALS A. Provide UL Listed and FM Approved materials complying. with NFPA 13. 2.02 FIRE PROTECTION PIPING - ABOVE GROUND A. Black Steel Pipe: Schedule 10 or 40. Galvanized required for Drypipe Systems, 1. Steel Fittings: Not acceptable for Drypipe systems. 2. Cast Iron Fittings: Not acceptable for Drypipe systems. 3. Malleable Iron Fittings. 4. Mechanical Grooved Couplings: Roll groove only, cut groove unacceptable 5. Fitting type to match pipe. Galvanized required for Drypipe systems. B. Substitutions: Acceptable Alternatives to Schedule 10 and Schedule 40 pipe (not allowed for Drypipe systems). 1. Sprinkler pipe shall be manufactured to standards recognized by NFPA 13. Threaded pipe shall have a corrosion resistance rating of 1.0 or greater. 2. Crimp -type couplings shall not be used. 3. Threadable thinwall pipe with corrosion resistance rating of less than 1.0 shall be used only with roll groove fittings. 2.03 SPRINKLERS A. Subject to compliance with requirements, provide UL Listed and FM Approved automatic sprinklers. Provide sprinklers with nominal 5.6, 8.0, 11.2, or 16.8 K -factor. Sidewall sprinklers are not acceptable, unless noted otherwise. Provide the following sprinkler types: 1. Areas With Exposed Structure Above: Upright or pendent sprinkler, bronze. 2. Areas With Finished Ceilings, Not Visible To The Public: Pendent sprinkler, white, with two-piece white escutcheon plate. 3. Areas With Finished Ceilings 10 Feet Above Finish Floor or Higher, Visible to the Public: Pendent sprinkler, white, with two-piece white escutcheon plate. 4. Areas With Finished Ceilings Below 10 Feet Above Finish Floor, Visible to the Public: Pendent sprinkler, white, with- - two piece semi recessed white escutcheon plate. B. Standard Sprinklers: Glass bulb sprinklers are acceptable. Sprinklers with o -rings not permitted. C. Dry Pendent Sprinklers shall be Concealed type Globe, Model 5681. 1. Substitutions: Not permitted. PART 3 EXECUTION 3.01 GENERAL INSTALLATION REQUIREMENTS A. Install system and equipment in accordance with NFPA 13 and manufacturer's instructions. 3.02 INSTALLATION - ABOVE GROUND PIPING A. Provide piping in accordance with NFPA 13. B. Locate top beam clamp within 3 inches of joist panel point for piping 4 inch and larger. C. Space pipe hangers at maximum distances shown in the following schedule. Do not locate two or more pipes 4 inch or larger between the same joists. D. Provide piping to conserve building space. Do not interfere with use of building space and other work. E. Group piping whenever practical at common elevations. F. Prepare pipe, fittings, supports, and accessories for finish painting. Where pipe support members are welded to structural building framing, scrape, brush clean, and apply one coat of zinc rich primer to welding. Protect sprinkler to ensure sprinklers do not receive field paint. Remove protective covering after painting. Replace sprinklers having paint other than factory finish with new sprinklers. Cleaning and reuse of painted sprinklers is prohibited. G. Examine other work indicated on the Drawings and conditions job site. Coordinate routing of work with other construction trades to avoid interference with other installations. Do not cut building structural members, beams, joists, etc. for routing of sprinkler piping. H. Provide sleeves when penetrating floors and walls. Seal pipe and sleeve penetrations to achieve fire resistance equivalent to fire separation required. Provide wall plates at all penetrations. I. Provide valves with stems upright or horizontal, not inverted. J. Route piping and locate sprinklers as required to avoid building structure, equipment, plumbing piping, heating and air conditioning piping, ductwork, lighting fixtures, electrical conduits and bus ducts, and similar work. 1. Final location of lighting and exposed ductwork shall have priority over pipe routing and final sprinkler locations. 2. Sprinkler piping in sales area without a ceiling and stockroom shall be located above bottom of joists. Minimum height of sprinkler piping in areas with ceilings shall be V-0" above ceiling. 3. Mezzanines: Maintain sprinkler piping minimum of 7'-6" AFF under mezzanines. K. Provide inspector's test valves at five feet (minimum) to seven feet (maximum) above finish floor. L. Provide pressure relief valves on gridded wet pipe systems. M. Provide protection from freezing for sprinkler piping exposed to freezing conditions per Contract Documents and NFPA 13, N. Provide valves, backflow prevention devices, check valves, and drains per Contract Documents and authorities having jurisdiction. Main control valves for risers shall be through - wall post indicator valves. 0. Use full lengths of pipe, except where needed to accommodate changes in direction or for space limitations. 3.03 SPRINKLERS (COOLERS / FREEZERS) A. Install dry pendent sprinklers with a minimum 14 inch distance between the outside top surface of the freezer/cooler and the face of tee connecting to the wet pipe supply system. B. Core drill 2 1/2 inch diameter hole through freezer/cooler insulated ceiling panel. C. Properly seal sprinkler piping penetrations utilizing Dow Corning 739 plastic adhesive sealant between ceiling opening and dry pendent sprinkler cup in accordance with sealant manufacturer's instruction. Completely fill annular ceiling opening between the escutcheon and top of ceiling panel with open -cell polyethylene foam backerod. Inject Dow Corning 739 plastic adhesive sealant into the top of the freezer/cooler ceiling core opening in accordance with sealant manufacturers instructions. 3.04 FIELD QUALITY CONTROL A. General 1. All required tests shall be witnessed by authorities having jurisdiction. 2. Send completed material and test certificates to Property Manager, 702 SW 8 St. Dept 9360, Bentonville, AR 72716-9078, (479) 273-8992. B. Site Tests - Under Ground Fire Protection Piping: 1. Test per NFPA 24. 2. Flush underground mains and lead-in connections thoroughly to remove foreign material before connection is made to above ground system piping. Minimum flow rate shall not be less than the maximum water flow demand rate of the system and not less than necessary to provide a velocity of 10 feet per second. Continue flushing for sufficient time to ensure thorough cleaning. Provide proper disposal of water from flushing operation. C. Site Tests - Above Ground Fire Protection Piping: 1. Test per NFPA 13. Inspect welds and verify welder's qualifications per authorities having jurisdiction. END OF SECTION SECTION 15400 - PLUMBING PART 1 PRODUCTS 1.01 DOMESTIC WATER PIPING A. Water Piping Above Grade: 1. Type "L" hard drawn, seamless copper water tube, ASTM B88. Join with wrought copper pressure fittings, ANSI B16.22. Make joints using "lead free" solder and a non -corrosive, paste -type flux. Core solder is not permitted. Solder shall be solid string or wire type. Where soldered copper piping is connected to threaded brass piping, use cast brass adaptor. B. Water Piping Below Grade (Under Slob): 1. 1-1/2 Inches and Smaller: Crosslinked PE (PEX) tubing, ASTM F876. Joints shall not be made below slab 2. 2 Inches and Larger: Type "K" hard drawn with brazed fittings. D. Insulation: 1. Manufacturers: Subject to compliance with requirements, provide insulation as manufactured by one of the following: a. CertainTeed. b. Imcoo. C. Knauf. d. Owens-Corning. e. Johns -Manville. 2. Provide one of the following types of insulation throughout the project: a. Rigid Class Fiber: Type ASJ/SSL, maximum k factor at 75 degrees F of 0.23 Btu-in/hr.f.sq ft, 3-Ib/cu. Ft density. Vapor barrier shall be white kraft paper with glass fiber yarn, bonded to aluminized film conforming to ASTM 0921, with a maximum moisture vapor transmission rate of 0.02 perm -inch in accordance with ASTM E96. Insulate fittings with PVC covers with glass fiber inserts. b. Polyolefin Foam Insulation: Maximum k factor at 75 degrees F of 0.24 Btu-in/hr.f.sq ft, 1.5 lbs/cu, ft density, maximum flame spread and smoke development of 25 and 50, respectively. Insulate fittings with pre- formed foam covers. Foarn insulation color: white. 3. Insulation Thickness: Provide minimum insulation thickness for water piping in compliance with ASHRAE 90.1 and the following: a. Hot Water: 1) Branch runouts up to 2" in diameter and less than 12 feet in length: 1/2" insulation. 2) Pipes 2" in diameter and less: 1" insulation. 3) Pipes 2-1/2" in diameter to 4": 1-1 /2" insulation, b. Cold Water: 1/2" insulation. 1.03 SANITARY WASTE AND VENT PIPING A. Soil, Waste, and Vent Piping: Provide any of the following as applicable:. 1. Cast Iron: Cast iron soil pipe and fittings, coated inside and outside, ASTM A74. Label with Cast Iron Soil Pipe Institutes "Mark of Quality and Permanence". Provide weight of pipe as required by code for location and duty. 2. PVC Pipe: ASTM D1785, PVC Plastic Schedule 40; NSF Seal CS -272 may be used for sanitary drainage pipes (drain, waste, and vent) where permitted by Authority Having Jurisdiction. Foam core PVC not permitted. 3. Copper Drainage Tubing (Above grade only): Copper drainage tubing conforming to ASTM B306. B. Joints: 1. Cast Iron Pipe: Provide "push -on" gasketed type joint above and below grade. "No -hub" mechanical joints permitted above grade only. 2. PVC Pipe: Provide solvent -welded joint. 3. Copper Drainage Tubing: Join with wrought copper pressure fittings, ANSI B16.22. Make joints using "lead- free" solder and a non -corrosive paste -type flux. Core solder shall not be used. Solder shall be solid string or wire type. C. Traps: 1. Provide deep seal P -traps for floor drains, including drains furnished as integral parts of floor -type mop basins, and similar fixtures. D. Photo Lab Sanitary Sewer: PVC pipe and fittings if permitted by local codes. If PVC is not permitted, provide high -silicon iron pipe and fittings, ASTM A 861, as manufactured by Duriron, Dayton, OH. Location as indicated on Drawings. PART 2 EXECUTION 2.01 PIPING INSULATION - INSTALLATION A. Domestic Hot and Cold Water Lines: Insulate lines above slab. B. Interior Air Conditioning Condensate Piping: Insulate condensate piping below roof. C. Interior Horizontal Storm Drainage Piping Above Grade: Adhere insulation with 6 -inch wide adhesive strips on 16 -inch centers. Provide 16 gage annealed tie wire, spiral wound, or tied at 16 foot centers for securing insulation until adhesive sets. Butt insulation and seal joints with 2 -inch wide foil tape adhered over joints. Insulate drain bodies. 2.02 PIPE TESTS A. Test underground piping prior to backfilling and before installing equipment and before insulation is applied, using specified methods and conditions. Subject piping to test for not less than 24 hours. Make necessary replacements or repairs and repeat tests until entire system, including equipment, is accepted as satisfactory. B. Install equipment, operate systems, clean out scale, dirt, oil, waste, and foreign matter, and correct additional leaks C. Test plumbing drainage systems under 10 foot static head for a period of not less than 24 hours. Test water systems under 150 psig hydrostatic pressure. D. Sterilize domestic water system to meet Authority Having Jurisdiction requirements. Flush system thoroughly of dirt and foreign matter, then fill with water treated with 50 ppm of chlorine. During filling process, open valves and faucets several times to assure treatment of entire system. Post warning signs at outlets. Leave treated water in system for 24 hours after which time system may be flushed; if residual chlorine is not less than 10 ppm, repeat flushing. After sterilization, receive approval by Authority Having Jurisdiction on samples of water in system. END OF SECTION SECTION 15440 - PLUMBING FIXTURES PART 1 PRODUCTS 1.01 FIXTURES A. Subject to compliance with requirements, provide plumbing fixtures and compatible trim as scheduled on Drawings. B. Provide new plumbing fixtures, first quality, free from mars or chips. Support each fixture in rigid manner which permits no perceptible movement of fixture by manually applied forces. Seal space between fixtures and floor or walls with silicone sealant. C. Provide each fixture complete with required trim; exposed piping and trim to be polished chrome -plated brass. Furnish each fixture with chrome angle stop valves having metal -to - metal seats. D. Provide for each sink (except service sinks and 3 - compartment sinks), flow-limiting device which limits flow to not more than 2.2 gpm. Furnish devices integral with fixture trim, wherever possible, and products of same manufacturer as fixture trim. E. Provide for each lavatory, flow-limiting device which limits flow to not more than 0.5 gpm. Furnish devices integral with fixture trim, wherever possible, and products of same manufacturer as fixture trim. F Flush Valves: Subject to compliance and compatible with plumbing fixtures as scheduled on Drawings. Provide flush valves that do not exceed code requirements for maximum gallons per flush. G. Provide trim, as required, to permit scheduled lavatory to be installed for handicap use. H. Provide bolt caps with retainer clips on water closets. I. When required by authority having jurisdiction, lavatory faucets for public use or within public restrooms shall be self -e closing type and shall be adjusted to remain open minimum 15 seconds, and have a 0.5 GPM flow restrictor in accordance with ASME/ANSI A112.18.1. Provide devices integral with fixture trim, wherever possible, and products of some manufacturer as fixture trim. PART 2 EXECUTION 2.01 ADJUSTING AND CLEANING A. Operate and adjust stops or valves for intended water flow rate to fixtures without splashing, noise or overflow. 1. Replace malfunctioning units. 2. Replace washers and seals of leaking and drippvng faucets and stops. B. Clean fixtures, trim, and accessories of foreign materials, including labels before final acceptance. END OF SECTION SECTION 15455 - WATER HEATERS PART 1 PRODUCTS 1.01 ELECTRIC WATER HEATERS A. Glass -lined electric storage -type water heater of size and capacity indicated on Drawings. 1. Heating elements will be suitable for electrical current having characteristics indicated on Drawings, and complete with necessary operating and safety controls. 2. Each tank will be equipped with magnesium anodes for corrosion protection. 3. Heaters shall be UL listed and labeled, meeting efficiency requirements of ASHRAE 90.lb-1992. a. Water heaters will be California Energy Commission certified for projects in State of California. 1.02 ACCESSORIES A. Wall Bracketed Platform (Water heaters 20 gallon capacity and less): Provide water heater wall bracketed platform as indicated on Drawings. B. Relief Valves: Provide temperature and pressure relief valves, unless valves are furnished as integral part of water heater. Provide valves ASME and/or AGA stamped, of the sizes and types required to meet ASME and/or AGA Code temperature steam rating for discharge capacity. C. Expansion Tanks: Provide expansion tank as scheduled on the drawings. Tank shall be closed type, welded steel, design working pressure of 125 psi, with internal diaphragm to separate water from air charge. END OF SECTION SECTION 15490 - FUEL GAS PIPING PART 1 PRODUCTS 1.01 FUEL GAS PIPING (ABOVE GRADE) A. Piping: Black steel, standard weight, Schedule 40 ASTM A 53. 1. Piping 2 inches and smaller: Welded or threaded with malleable iron fittings including couplings. 2. Piping 2-1/2 inches and larger: Welded, with butt -welding fittings. B. Fittings: ASME B16.3, malleable iron or ASTM A234, forged steel welded type. C. Joints: NFPA 54, threaded or welded to ANSI B31.9, ASME Sectionl. 1.02 GAS VALVES A. Valves 2 inches and smaller: 175 PSI black iron body, flat head cock, with brass plug. Subject to compliance with requirements of Section 01600, provide valves of one of the following: 1. McDonald Model No. 559B. 2. Homestead Model No. 611. 3. Rockwell Nordstrom Model No. 142. 4. Dezurik Model No. 425-S1RS49. B. Valves 2-1/2 inches and larger: 175 PSI WOG, serni- steel, lubricated, wrench operated, and flange ends. Subject to compliance with requirements of Section 01600, provide valves of one of the following: 1. McDonald Model No. 10685. 2. Homestead Model No, 612. 3. Rockwell Nordstrom Model No. 143, 4. Dezurik Model No. 425-S1RS49. 1.03 PRESSURE REGULATORS A. Gas Pressure Reducing Regulators: Provide commercial style regulator manufactured by Equimeter or Fisher. Capacity ranges are scheduled on the drawings. PART 2 EXECUTION 2.01 INSTALLATION A. Extend gas piping to gas appliances and install shut-off valve, dirt leg, and union at each appliance. B. Provide flexible gas hose connections to all indoor heating equipment. C. Conform to NFPA 54, and applicable local codes. D. Roof Protection: Protect roofing with welding blankets. E. Prime and point gas piping before installation. See Section 09900 for paint type and for touch-up on the job site. 2.02 FIELD QUALITY CONTROL A. Testing: 9 1. Pressure test piping at 60 psig, or as required by Authority Having Jurisdiction if rnore stringent. 2. Maintain full test pressure for a period of 30 minutes, and make visual inspection for tightness of system. END OF SECTION SECTION 15500 - HEATING. VENTILATING AND AIR CONDITIONING PART 1 GENERAL 1.01 SYSTEM STARTUP A. Follow unit manufacturer's printed installation and start-up instructions. Provide final connections for rotation sensitive compressors if motor leads are shipped unconnected. Mechanical failure of new units, prior to acceptance by Owner, shall be repaired by Contractor through warranty agreement with manufacturer. Record designated start-up data on forms attached at end of this Section. B. Prior to test and balance, complete Work of this Section and Contract interface Work of Section 13810 - Energy Management Systems. Refer to Section 13810 for testing of energy management controls by energy management system. installer. C. Schedule start-up, allowing Owner's representative to be present unless Owner directs otherwise. If start-up and testing cannot be completed due to seasonal weather conditions, perform remaining start-up at an appropriate time. Payment may be withheld until Work is complete. During start-up, operate each unit in every mode, separately and in conjunction with other units for sufficient period of time, demonstrating to Owner's satisfaction that each unit is operating properly. PART 2 PRODUCTS 2.01 ROOF TOP AIR CONDITIONING UNITS (CONTRACTOR FURNISHED & INSTALLED) A. Roof top air conditioning units and roof curbs will be furnished and installed by Contractor. RTU manufacturer is limited to the one scheduled on the drawings. B. Roof Top Air Conditioning Units: Manufactured by, AAON, Inc., Tulsa, Oklahoma. 1. Contact: Jerry Nolan, (918) 583-2266 Ext. 102, 2. Warranty Contact: Jim Blevins, (918) 583-2266. C. Roof Top Air Conditioning Units: Manufactured by, Lennox, Inc. 1. Contact: Monnie Morrow, Sales Account Administrator: (800) 628-5289, Jeff O'Dell, Technical Coordinator: (800) 367-6285. Pat Trlica, Wal-Mart National Account Executive: (405) 350-1246. 2. Warranty Contact: Jeff O'Dell, Technical Coordinator: (800) 367-6285. D. Record designated start-up data on form "Air Conditioning Start-up Report" attached at end of this Section. E. Where required for roof top units, factory mount and wire smoke detectors in roof top unit unless noted otherwise on RTU schedule on Drawings. F. RTU shall be ARI certified and UL listed. PART 3 EXECUTION 3.01 INSTALLATION A. Install equipment per manufacturers instructions and requirements of Authority Having Jurisdiction. B. Coordinate Work of this Section with energy management system installer for installation dates, testing dates, and completion dates. C. Label roof -top units with 6 inch black permanent paint stencil. Number units as indicated on Drawings. Locate label for each unit so it can be read from the roof hatch. D. Do not set roof top equipment on curbs until installation of roofing base flashing has been completed. END OF SECTION SECTION 15624 - RADIANT HEATERS PART 1 GENERAL 1.01 WARRANTY A. Document 00800 - Supplementary Conditions: Requirements for warranties. B. Manufacturer: 1. Provide three year manufacturer's warranty on components (parts only). 2. Provide five year manufacturer's warranty on emitter tubes (parts only). OWW I Cn w "I , W W O 1Q Q�104 g:if Z O O 6 WZz I 0 XW- � - �I_ r oow W 0L�f- azZwq �Z`L W QwT<< Z ,�r-0Z laal F^ (p QQr rip O,n- W O 6 0)0)wnNv, UJo>-zv)�m L- a()p�'a�wwWWoi0.r¢ V>Uw�w� ate- 0 Z 3v¢_L,-5www�aojsa F- 0CL0o��vo° QZz¢ Q �< lAal wWXaQ(�QF- w¢ 0 Z Z 0 5 W r_ W W W Z)O- W � Nvwi,(7)0 nnQozg0w �o �Z)L_ V)Za JE<V)QCri aw F< 4 and Smaller Pipe 6 Pipe 8 Pipe Parallel to 12 feet 10 feet 6 feet Joist Not Trapezed Trapezed Trapezed Perpendicular 12 feet 6 feet 6 feet to Joist Not Trapezed Not Trapezed Trapezed qI,._4 Hanger at every Hanger at Hanger at ® other joist every joist every joist D. Provide piping to conserve building space. Do not interfere with use of building space and other work. E. Group piping whenever practical at common elevations. F. Prepare pipe, fittings, supports, and accessories for finish painting. Where pipe support members are welded to structural building framing, scrape, brush clean, and apply one coat of zinc rich primer to welding. Protect sprinkler to ensure sprinklers do not receive field paint. Remove protective covering after painting. Replace sprinklers having paint other than factory finish with new sprinklers. Cleaning and reuse of painted sprinklers is prohibited. G. Examine other work indicated on the Drawings and conditions job site. Coordinate routing of work with other construction trades to avoid interference with other installations. Do not cut building structural members, beams, joists, etc. for routing of sprinkler piping. H. Provide sleeves when penetrating floors and walls. Seal pipe and sleeve penetrations to achieve fire resistance equivalent to fire separation required. Provide wall plates at all penetrations. I. Provide valves with stems upright or horizontal, not inverted. J. Route piping and locate sprinklers as required to avoid building structure, equipment, plumbing piping, heating and air conditioning piping, ductwork, lighting fixtures, electrical conduits and bus ducts, and similar work. 1. Final location of lighting and exposed ductwork shall have priority over pipe routing and final sprinkler locations. 2. Sprinkler piping in sales area without a ceiling and stockroom shall be located above bottom of joists. Minimum height of sprinkler piping in areas with ceilings shall be V-0" above ceiling. 3. Mezzanines: Maintain sprinkler piping minimum of 7'-6" AFF under mezzanines. K. Provide inspector's test valves at five feet (minimum) to seven feet (maximum) above finish floor. L. Provide pressure relief valves on gridded wet pipe systems. M. Provide protection from freezing for sprinkler piping exposed to freezing conditions per Contract Documents and NFPA 13, N. Provide valves, backflow prevention devices, check valves, and drains per Contract Documents and authorities having jurisdiction. Main control valves for risers shall be through - wall post indicator valves. 0. Use full lengths of pipe, except where needed to accommodate changes in direction or for space limitations. 3.03 SPRINKLERS (COOLERS / FREEZERS) A. Install dry pendent sprinklers with a minimum 14 inch distance between the outside top surface of the freezer/cooler and the face of tee connecting to the wet pipe supply system. B. Core drill 2 1/2 inch diameter hole through freezer/cooler insulated ceiling panel. C. Properly seal sprinkler piping penetrations utilizing Dow Corning 739 plastic adhesive sealant between ceiling opening and dry pendent sprinkler cup in accordance with sealant manufacturer's instruction. Completely fill annular ceiling opening between the escutcheon and top of ceiling panel with open -cell polyethylene foam backerod. Inject Dow Corning 739 plastic adhesive sealant into the top of the freezer/cooler ceiling core opening in accordance with sealant manufacturers instructions. 3.04 FIELD QUALITY CONTROL A. General 1. All required tests shall be witnessed by authorities having jurisdiction. 2. Send completed material and test certificates to Property Manager, 702 SW 8 St. Dept 9360, Bentonville, AR 72716-9078, (479) 273-8992. B. Site Tests - Under Ground Fire Protection Piping: 1. Test per NFPA 24. 2. Flush underground mains and lead-in connections thoroughly to remove foreign material before connection is made to above ground system piping. Minimum flow rate shall not be less than the maximum water flow demand rate of the system and not less than necessary to provide a velocity of 10 feet per second. Continue flushing for sufficient time to ensure thorough cleaning. Provide proper disposal of water from flushing operation. C. Site Tests - Above Ground Fire Protection Piping: 1. Test per NFPA 13. Inspect welds and verify welder's qualifications per authorities having jurisdiction. END OF SECTION SECTION 15400 - PLUMBING PART 1 PRODUCTS 1.01 DOMESTIC WATER PIPING A. Water Piping Above Grade: 1. Type "L" hard drawn, seamless copper water tube, ASTM B88. Join with wrought copper pressure fittings, ANSI B16.22. Make joints using "lead free" solder and a non -corrosive, paste -type flux. Core solder is not permitted. Solder shall be solid string or wire type. Where soldered copper piping is connected to threaded brass piping, use cast brass adaptor. B. Water Piping Below Grade (Under Slob): 1. 1-1/2 Inches and Smaller: Crosslinked PE (PEX) tubing, ASTM F876. Joints shall not be made below slab 2. 2 Inches and Larger: Type "K" hard drawn with brazed fittings. D. Insulation: 1. Manufacturers: Subject to compliance with requirements, provide insulation as manufactured by one of the following: a. CertainTeed. b. Imcoo. C. Knauf. d. Owens-Corning. e. Johns -Manville. 2. Provide one of the following types of insulation throughout the project: a. Rigid Class Fiber: Type ASJ/SSL, maximum k factor at 75 degrees F of 0.23 Btu-in/hr.f.sq ft, 3-Ib/cu. Ft density. Vapor barrier shall be white kraft paper with glass fiber yarn, bonded to aluminized film conforming to ASTM 0921, with a maximum moisture vapor transmission rate of 0.02 perm -inch in accordance with ASTM E96. Insulate fittings with PVC covers with glass fiber inserts. b. Polyolefin Foam Insulation: Maximum k factor at 75 degrees F of 0.24 Btu-in/hr.f.sq ft, 1.5 lbs/cu, ft density, maximum flame spread and smoke development of 25 and 50, respectively. Insulate fittings with pre- formed foam covers. Foarn insulation color: white. 3. Insulation Thickness: Provide minimum insulation thickness for water piping in compliance with ASHRAE 90.1 and the following: a. Hot Water: 1) Branch runouts up to 2" in diameter and less than 12 feet in length: 1/2" insulation. 2) Pipes 2" in diameter and less: 1" insulation. 3) Pipes 2-1/2" in diameter to 4": 1-1 /2" insulation, b. Cold Water: 1/2" insulation. 1.03 SANITARY WASTE AND VENT PIPING A. Soil, Waste, and Vent Piping: Provide any of the following as applicable:. 1. Cast Iron: Cast iron soil pipe and fittings, coated inside and outside, ASTM A74. Label with Cast Iron Soil Pipe Institutes "Mark of Quality and Permanence". Provide weight of pipe as required by code for location and duty. 2. PVC Pipe: ASTM D1785, PVC Plastic Schedule 40; NSF Seal CS -272 may be used for sanitary drainage pipes (drain, waste, and vent) where permitted by Authority Having Jurisdiction. Foam core PVC not permitted. 3. Copper Drainage Tubing (Above grade only): Copper drainage tubing conforming to ASTM B306. B. Joints: 1. Cast Iron Pipe: Provide "push -on" gasketed type joint above and below grade. "No -hub" mechanical joints permitted above grade only. 2. PVC Pipe: Provide solvent -welded joint. 3. Copper Drainage Tubing: Join with wrought copper pressure fittings, ANSI B16.22. Make joints using "lead- free" solder and a non -corrosive paste -type flux. Core solder shall not be used. Solder shall be solid string or wire type. C. Traps: 1. Provide deep seal P -traps for floor drains, including drains furnished as integral parts of floor -type mop basins, and similar fixtures. D. Photo Lab Sanitary Sewer: PVC pipe and fittings if permitted by local codes. If PVC is not permitted, provide high -silicon iron pipe and fittings, ASTM A 861, as manufactured by Duriron, Dayton, OH. Location as indicated on Drawings. PART 2 EXECUTION 2.01 PIPING INSULATION - INSTALLATION A. Domestic Hot and Cold Water Lines: Insulate lines above slab. B. Interior Air Conditioning Condensate Piping: Insulate condensate piping below roof. C. Interior Horizontal Storm Drainage Piping Above Grade: Adhere insulation with 6 -inch wide adhesive strips on 16 -inch centers. Provide 16 gage annealed tie wire, spiral wound, or tied at 16 foot centers for securing insulation until adhesive sets. Butt insulation and seal joints with 2 -inch wide foil tape adhered over joints. Insulate drain bodies. 2.02 PIPE TESTS A. Test underground piping prior to backfilling and before installing equipment and before insulation is applied, using specified methods and conditions. Subject piping to test for not less than 24 hours. Make necessary replacements or repairs and repeat tests until entire system, including equipment, is accepted as satisfactory. B. Install equipment, operate systems, clean out scale, dirt, oil, waste, and foreign matter, and correct additional leaks C. Test plumbing drainage systems under 10 foot static head for a period of not less than 24 hours. Test water systems under 150 psig hydrostatic pressure. D. Sterilize domestic water system to meet Authority Having Jurisdiction requirements. Flush system thoroughly of dirt and foreign matter, then fill with water treated with 50 ppm of chlorine. During filling process, open valves and faucets several times to assure treatment of entire system. Post warning signs at outlets. Leave treated water in system for 24 hours after which time system may be flushed; if residual chlorine is not less than 10 ppm, repeat flushing. After sterilization, receive approval by Authority Having Jurisdiction on samples of water in system. END OF SECTION SECTION 15440 - PLUMBING FIXTURES PART 1 PRODUCTS 1.01 FIXTURES A. Subject to compliance with requirements, provide plumbing fixtures and compatible trim as scheduled on Drawings. B. Provide new plumbing fixtures, first quality, free from mars or chips. Support each fixture in rigid manner which permits no perceptible movement of fixture by manually applied forces. Seal space between fixtures and floor or walls with silicone sealant. C. Provide each fixture complete with required trim; exposed piping and trim to be polished chrome -plated brass. Furnish each fixture with chrome angle stop valves having metal -to - metal seats. D. Provide for each sink (except service sinks and 3 - compartment sinks), flow-limiting device which limits flow to not more than 2.2 gpm. Furnish devices integral with fixture trim, wherever possible, and products of same manufacturer as fixture trim. E. Provide for each lavatory, flow-limiting device which limits flow to not more than 0.5 gpm. Furnish devices integral with fixture trim, wherever possible, and products of same manufacturer as fixture trim. F Flush Valves: Subject to compliance and compatible with plumbing fixtures as scheduled on Drawings. Provide flush valves that do not exceed code requirements for maximum gallons per flush. G. Provide trim, as required, to permit scheduled lavatory to be installed for handicap use. H. Provide bolt caps with retainer clips on water closets. I. When required by authority having jurisdiction, lavatory faucets for public use or within public restrooms shall be self -e closing type and shall be adjusted to remain open minimum 15 seconds, and have a 0.5 GPM flow restrictor in accordance with ASME/ANSI A112.18.1. Provide devices integral with fixture trim, wherever possible, and products of some manufacturer as fixture trim. PART 2 EXECUTION 2.01 ADJUSTING AND CLEANING A. Operate and adjust stops or valves for intended water flow rate to fixtures without splashing, noise or overflow. 1. Replace malfunctioning units. 2. Replace washers and seals of leaking and drippvng faucets and stops. B. Clean fixtures, trim, and accessories of foreign materials, including labels before final acceptance. END OF SECTION SECTION 15455 - WATER HEATERS PART 1 PRODUCTS 1.01 ELECTRIC WATER HEATERS A. Glass -lined electric storage -type water heater of size and capacity indicated on Drawings. 1. Heating elements will be suitable for electrical current having characteristics indicated on Drawings, and complete with necessary operating and safety controls. 2. Each tank will be equipped with magnesium anodes for corrosion protection. 3. Heaters shall be UL listed and labeled, meeting efficiency requirements of ASHRAE 90.lb-1992. a. Water heaters will be California Energy Commission certified for projects in State of California. 1.02 ACCESSORIES A. Wall Bracketed Platform (Water heaters 20 gallon capacity and less): Provide water heater wall bracketed platform as indicated on Drawings. B. Relief Valves: Provide temperature and pressure relief valves, unless valves are furnished as integral part of water heater. Provide valves ASME and/or AGA stamped, of the sizes and types required to meet ASME and/or AGA Code temperature steam rating for discharge capacity. C. Expansion Tanks: Provide expansion tank as scheduled on the drawings. Tank shall be closed type, welded steel, design working pressure of 125 psi, with internal diaphragm to separate water from air charge. END OF SECTION SECTION 15490 - FUEL GAS PIPING PART 1 PRODUCTS 1.01 FUEL GAS PIPING (ABOVE GRADE) A. Piping: Black steel, standard weight, Schedule 40 ASTM A 53. 1. Piping 2 inches and smaller: Welded or threaded with malleable iron fittings including couplings. 2. Piping 2-1/2 inches and larger: Welded, with butt -welding fittings. B. Fittings: ASME B16.3, malleable iron or ASTM A234, forged steel welded type. C. Joints: NFPA 54, threaded or welded to ANSI B31.9, ASME Sectionl. 1.02 GAS VALVES A. Valves 2 inches and smaller: 175 PSI black iron body, flat head cock, with brass plug. Subject to compliance with requirements of Section 01600, provide valves of one of the following: 1. McDonald Model No. 559B. 2. Homestead Model No. 611. 3. Rockwell Nordstrom Model No. 142. 4. Dezurik Model No. 425-S1RS49. B. Valves 2-1/2 inches and larger: 175 PSI WOG, serni- steel, lubricated, wrench operated, and flange ends. Subject to compliance with requirements of Section 01600, provide valves of one of the following: 1. McDonald Model No. 10685. 2. Homestead Model No, 612. 3. Rockwell Nordstrom Model No. 143, 4. Dezurik Model No. 425-S1RS49. 1.03 PRESSURE REGULATORS A. Gas Pressure Reducing Regulators: Provide commercial style regulator manufactured by Equimeter or Fisher. Capacity ranges are scheduled on the drawings. PART 2 EXECUTION 2.01 INSTALLATION A. Extend gas piping to gas appliances and install shut-off valve, dirt leg, and union at each appliance. B. Provide flexible gas hose connections to all indoor heating equipment. C. Conform to NFPA 54, and applicable local codes. D. Roof Protection: Protect roofing with welding blankets. E. Prime and point gas piping before installation. See Section 09900 for paint type and for touch-up on the job site. 2.02 FIELD QUALITY CONTROL A. Testing: 9 1. Pressure test piping at 60 psig, or as required by Authority Having Jurisdiction if rnore stringent. 2. Maintain full test pressure for a period of 30 minutes, and make visual inspection for tightness of system. END OF SECTION SECTION 15500 - HEATING. VENTILATING AND AIR CONDITIONING PART 1 GENERAL 1.01 SYSTEM STARTUP A. Follow unit manufacturer's printed installation and start-up instructions. Provide final connections for rotation sensitive compressors if motor leads are shipped unconnected. Mechanical failure of new units, prior to acceptance by Owner, shall be repaired by Contractor through warranty agreement with manufacturer. Record designated start-up data on forms attached at end of this Section. B. Prior to test and balance, complete Work of this Section and Contract interface Work of Section 13810 - Energy Management Systems. Refer to Section 13810 for testing of energy management controls by energy management system. installer. C. Schedule start-up, allowing Owner's representative to be present unless Owner directs otherwise. If start-up and testing cannot be completed due to seasonal weather conditions, perform remaining start-up at an appropriate time. Payment may be withheld until Work is complete. During start-up, operate each unit in every mode, separately and in conjunction with other units for sufficient period of time, demonstrating to Owner's satisfaction that each unit is operating properly. PART 2 PRODUCTS 2.01 ROOF TOP AIR CONDITIONING UNITS (CONTRACTOR FURNISHED & INSTALLED) A. Roof top air conditioning units and roof curbs will be furnished and installed by Contractor. RTU manufacturer is limited to the one scheduled on the drawings. B. Roof Top Air Conditioning Units: Manufactured by, AAON, Inc., Tulsa, Oklahoma. 1. Contact: Jerry Nolan, (918) 583-2266 Ext. 102, 2. Warranty Contact: Jim Blevins, (918) 583-2266. C. Roof Top Air Conditioning Units: Manufactured by, Lennox, Inc. 1. Contact: Monnie Morrow, Sales Account Administrator: (800) 628-5289, Jeff O'Dell, Technical Coordinator: (800) 367-6285. Pat Trlica, Wal-Mart National Account Executive: (405) 350-1246. 2. Warranty Contact: Jeff O'Dell, Technical Coordinator: (800) 367-6285. D. Record designated start-up data on form "Air Conditioning Start-up Report" attached at end of this Section. E. Where required for roof top units, factory mount and wire smoke detectors in roof top unit unless noted otherwise on RTU schedule on Drawings. F. RTU shall be ARI certified and UL listed. PART 3 EXECUTION 3.01 INSTALLATION A. Install equipment per manufacturers instructions and requirements of Authority Having Jurisdiction. B. Coordinate Work of this Section with energy management system installer for installation dates, testing dates, and completion dates. C. Label roof -top units with 6 inch black permanent paint stencil. Number units as indicated on Drawings. Locate label for each unit so it can be read from the roof hatch. D. Do not set roof top equipment on curbs until installation of roofing base flashing has been completed. END OF SECTION SECTION 15624 - RADIANT HEATERS PART 1 GENERAL 1.01 WARRANTY A. Document 00800 - Supplementary Conditions: Requirements for warranties. B. Manufacturer: 1. Provide three year manufacturer's warranty on components (parts only). 2. Provide five year manufacturer's warranty on emitter tubes (parts only). OWW I Cn w "I , W W O 1Q Q�104 g:if Z O O 6 WZz I 0 XW- � - �I_ r oow W 0L�f- azZwq �Z`L W QwT<< Z ,�r-0Z laal F^ (p QQr rip O,n- W O 6 0)0)wnNv, UJo>-zv)�m L- a()p�'a�wwWWoi0.r¢ V>Uw�w� ate- 0 Z 3v¢_L,-5www�aojsa F- 0CL0o��vo° QZz¢ Q �< lAal wWXaQ(�QF- w¢ 0 Z Z 0 5 W r_ W W W Z)O- W � Nvwi,(7)0 nnQozg0w �o �Z)L_ V)Za JE<V)QCri aw F< ISSUE BLOCK CHECKED BY: MEF/CC DRAWN BY: SKG DOCUMENT DATE: 03/03/03 /21 4 - , -I yklr- MECHANICAL SPECIFICATIONS SHEET: MESS a I -1 / O � OI r� O 4 l*_ 11 W qI,._4 o ® � . \ O o ^0 44/� LOacs 44 �.�J O . c o �O z 7- J-\ W w q V1 � O R W = o ISSUE BLOCK CHECKED BY: MEF/CC DRAWN BY: SKG DOCUMENT DATE: 03/03/03 /21 4 - , -I yklr- MECHANICAL SPECIFICATIONS SHEET: MESS a I -1 / SHORT FORM SPECIFICATIONS PART 2 PRODUCTS 2.01 RADIANT HEATERS A. Manufacturer and contact: Subject to cornplionce with project requirements unitary radiant heaters of one of the following manufacturers shall be incorporated in the Work: 1. Roberts - Gordon: National Accounts. a. Phone: (800) 828-7450 or (716) 852-4400 b. Fax: (716) 852-0854 2. Advanced Radiant Systems: National Accounts. a. Phone: (800) 874-3285 or (317) 577-0337 b, Fax: (317) 842-3989 3. Detroit Radiant Products: National Accounts. a. Phone: (800) 222-1100 or (586) 756-0950 b. Fax: (586) 756-2626 4. Superior Radiant Products: National Accounts. a. Phone: (800) 527-4328 or (905) 664-8274 b. Fax: (905) 664-8846 B. Substitutions: Not permitted. 2.02 BURNER ASSEMBLY A. Each burner shall have nameplate that bears seal of American Gas Association. Manufacturer, on request of Wal- Mart, will supply copy of current design certification to cover entire system. B. Each burner assembly shall have pre -wired gas controls with electric ignition and combustion air filters. 2.03 RADIANT PIPE A. Four -inch O.D. steel tubing, 16 gauge minimum for distance of 10 feet downstream from last burner. For remainder of pipe, provide four -inch O.D. steel tubing. Provide aluminum reflectors above pipe. Provide heat exchange (pipe) connections made with stainless steel coupling assemblies. 2.04 CONTROLS A. Provide complete control system including step-down transformers for 24 VAC control, relays, relay boards, relay bases, printed circuit boards, thermostats, timers, and other necessary devices required for complete installation including enclosures for equipment. Locations and types of thermostats, timers and other control s. equipment are indicated on Drawings. 9 PART 3 EXECUTION 3.01 INSTALLATION A. Install radiant heaters in accordance with manufacturer's installation instructions and NFPA 54. B. Maintain specified clearances to combustibles, and to heat -sensitive materials, equipment, and work stations. C. Provide approved heat -radiation shielding or barriers where required by NFPA 54. END OF SECTION SECTION 15880 - AIR DISTRIBUTION PART 1 GENERAL 1.01 WARRANTY A. Warrant new and modified ductwork for period of one year from date of final acceptance of job, against noise, chatter, whistling, vibration, or pulsation under full range of operating conditions. PART 2 PRODUCTS 2.01 SPIFFY METAL DUCTWORK A. Sheet Metal Ductwork: Continuous hot -dip mill galvanized, minimum coating of G90, lock -forming quality steel sheets, in accordance with ASTM A653. B. Rectangular Ductwork: 1, Minimum Gauges: 26 gage for all sizes unless otherwise specified in SMACNA 1035. C. Round Sheet Metal Ductwork (Exposed in Sales and Stock Areas - Not Insulated): Prime grade steel sheets equal to United Sheet Metal Spiral Duct & Fittings. Longitudinal seam round duct may be used in stock area. 1. Minimum Gauges: (unless otherwise noted different in SMACNA 1035). a, 14 inches and smaller, 26 gage. b. 15 inches and larger, 24 gage. D. Round Sheet Metal Ductwork (Concealed - Insulated): Longitudinal or spiral seam. 1. Minimum Gauges: (unless otherwise noted different in SMACNA 1035). a. 14 inches and smaller, 26 gage. b. 15 inches and larger, 24 gage. E. Ductwork connections for round duct may be made using SpiraiMate self-sealing duct connection system by Ductmate Industries (800) 245-3188. 2.02 DUCTWORK INSULATION A. Manufacturers: 1. Certain Teed. 2. Knouf. 3. Schuller (Manville). 4. Owens/Corning. B, Substitutions: Not permitted. C. Duct Liner: ASTM C1071. 1. Material fibers shall be bonded with thermosetting resin, with smooth air stream surface. 2. Maximum flame spread rating of 25, ASTM E84. 3. Maximum smoke developed rating of 50, ASTM E84. 4. Density: 2 Ib. per cu.ft. with following minimum R values at 75 degrees F. a. 1/2 inch thick liner: R=3.3. b. 1 inch thick liner: R=3.7. C. 1 1/2 inch thick liner: R=5.6. d. 2 inch thick liner: R=7,4 D. Duct Wrap: ASTM C553. 1. Material Facing: Type II FSK or vinyl, ASTM C1136. 2, Maximum flame spread rating: 25, ASTM E84. 3. Maximum smoke developed rating: 50, ASTM E84. 4. Density: 1 Ib. per cu.ft. with following minimum R values at 75 degrees F, a. 2 inch thick duct wrap: R=7.4 (minimum out -of - package value), R=6.0 (minimum installed value). 2.03 VOLUME CONTROL DAMPERS A. Manual Dampers: Provide manual volume -control dampers where indicated and of the type and model number as scheduled on the drawings. Frame and blades shall be galvanized steel. Provide ceiling doors where required in accordance with Section 08311. 1. Manufacturers: Provide dampers by one of the following: a. A.E.S. Inc, East Tallassee, AL, Contact: Chad Burt (800) 786-0402. b. Sisneros Brothers Mfg, Contact: Joshua Gallegos (800) 499-0106. C. Ruskin Company, Kansas City, M0, (816) 761-7476. (REFER TO PROJECT MANUAL FOR DIVISION 1 REQUIREMENTS) 2. Round Dampers: Dampers shall have end bearings and center locking control handle with position indicator. Control handle shall be Durodyne KL -7R or Ventlok 639. Provide 2 -inch extension to protect insulation. 3. Rectangular Dampers: Dampers shall have single blade or multiple inter -locked opposed blades with shaft bearings, 3/8 inch square control shaft and center locking control handle. Control handle shall be Durodyne KL7 or Ventlok 639. B. Motorized Control Dampers: Provide motorized control dampers where indicated on drawings. Dampers to be extruded aluminum, low leakage, parallel blade design, with nylon bearings and blade and frame sales on all mating surfaces. Damper leakage shall not exceed .6 CFM per square foot at 4.0" water column, tested in accordance with AMCA 500. 1. Manufacturer: Subject to compliance with requirements and Section 01600, provide Motorized Control Dampers as Ruskin CD -50 or equal. C. Field fabricated dampers shall not be used. D. Substitutions: Not permitted. 2,04 DROP BOX DIFFUSERS A. General: Construct drop boxes of 18 gauge galvannealed steel sheet conforming to ASTM A 653, min. A60 coating designation, with insulated air diverters. Drop boxes shall be fully welded. Mechanical fastened seams shall not be used. Diffusers shall be fully adjustable double deflection drum louvers. Base louver in 6 way box shall be double deflection with opposed blade dampers. Drop boxes shall be insulated with 1" x 1.5 Ib density duct liner glued and spot welded to all interior surfaces. Provide 14 go mounting brackets. Provide duct transitions as required to complete the installation of drop boxes. Units shall be by one of the following manufacturers: 1. AES Industries, Tallassee, AL, Contact: Chad Burt (800) 786-0402. 2. Custom Curb, Inc., Chattanooga TN, Contact: Ty Adkins (800) 251-3001 B. Finish: Drop boxes shall be prime and finish coated in the shop. Finish coating shall be color to match Pittsburgh Paints #2537 "Blossom White". 2.05 DUCT SEALERS A. Manufacturer: Subject to compliance with requirements, provide duct sealers of the following manufacturers: 1. Kingco 11376 or 10526. 2. Ductmate PROseal, 3. United McGill Duct -Sealer. 4. Trans -Continental Equipment Co. - Multipurpose Dust Sealant. 5. Hardcast #601 Iron -Grip. 6. Hardcast Aluma-Grip Tape. B. Substitutions: Not permitted. 2.06 FLUES A. Where flues are indicated on Drawings, furnish and install Metalbestos type QC or RV gas vent flues from various items of gas-fired equipment up to Metalbestos flue caps above roof. Flues shall be complete with necessary fittings, connectors, flashing cone, storm collar, supports, and other accessories. PART 3 EXECUTION 3.01 FABRICATION A. Fabrication requirements apply to new and modified ductwork. B. Fabricate, erect, and install ductwork for heating, ventilating, and air conditioning systems per SMACNA 1035 and the requirements of the Authority Having Jurisdiction. C. Make joints air tight on supply, return, and exhaust ducts. Seal transverse and longitudinal joints with duct sealer. Seal exhaust ducts with exterior seal as required to assure positive seal, D. Insulate rectangular supply ductwork and supply air plenums with 1 inch liner in accordance with SMACNA 1035. E. Insulate rectangular return ductwork and return air boots (excluding exhaust ductwork) with 1/2 inch liner in accordance with SMACNA 1035. F. Insulate concealed round supply and return ductwork (excluding exhaust ductwork) with 2 inch wrap. Overlap facing and staple securely, leaving clean looking job. G. Insulate exposed round supply and return ductwork in stockroom receiving areas (excluding exhaust ductwork) with 2 inch wrap. Overlap facing and staple securely, leaving clean looking job. 3.02 DUCT SUPPORTS A. Duct support requirements apply to new and modified ductwork. B. Support horizontal and vertical sheet metal duct work in accordance with Schedule I or II at the end of this section. D. Do not use fasteners which penetrate roof deck. E. Provide sway bracing to comply with seismic requirements per local codes and authorities having jurisdiction. F. Install approved fire dampers in air ducts or air inlets and outlets where required by codes and regulations of governing authorities. Install access doors in ducts at all fire dampers. G. Install drop boxes in accordance with the manufacturer's installation instructions and as detailed on the drawings. 3.03 SCHEDULES SCHEDULE I - Duct Support SCHEDULE Minimum Hanger Size RECTANGULAR DUCTWORK Maximum Half of Duct Perimeter* Pair at 10 ft Spacing Pair at 8 ft Spacing Strap Rod Strap Rod P 2 = 30 1-11 x 22 go 10 go 1' x 22 go 10 go P7_2_=_7_2_" 1 x18go38 �_4 1' x20ga1 4 Pair at 5 ft Spacing Pair at 4 ft Spacing \ Strap Rod Strap Rod P 2 30 1 x 22 go 12 go 1 x 22 go 12 go P 2=72 1 x22ga1 4 Tyr x22go1 4 * Perimeter = Sum of Sides ROUND DUCTWORK Diameter Maximum Spacing Rod Strap 24 and less 12' 1/4" 1 x 22 ga _x 25"-36" 12 3/8" 1 2O go END OF SECTION SECTION 16100 - ELECTRICAL GENERAL PROVISIONS PART 1 GENERAL 1.01 SUMMARY A. Furnish and install all materials, equipment and labor as shown on the Drawings. B. The Electrical Contractor shall secure and pay for all fees and permits which are required for the work under this section of the Specifications. C. The existing building will be kept in operation during the period of construction and installation. All required work shall be done in such a manner and at such a time as to avoid interference with the operation of the store. D, Existing circuitry: 1. Where fixtures or devices are shown to be removed from the end of a circuit run, the wiring serving such fixture or device shall be removed back to the panel or to nearest permanent device to be left served by same circuit, 2. Where fixtures or devices are removed from the middle of a conduit run, suitable wiring and conduit work shall be performed as required to continue service to the remaining devices. 3, Abandoned conduits shall be removed back to a point of permanent concealment. E. The work shall include removal or relocation of existing electrical equipment, conduit, and wiring as indicated on the Drawings, and as required by demolition. Abandoned conduit entering walls or floors shall be removed back to finished surface and capped inside. Repair surface to match adjacent. Removed materials are for Contractor's salvage and shall be disposed of by Contractor with the exception of items supplied by Wal-Mart. Any old appliances and equipment are property of the Owner. F. Equipment to be relocated shall be repaired and restored to good operating condition prior to installation. G. Failure to mention any specific items necessary for a complete system shall not excuse the Contractor from furnishing and installing same. H. All materials and workmanship shall be fully guaranteed for one year from date of acceptance of the work. During this period, all parts found to be defective shall be replaced without cost to the Owner. 1,02 CONSTRUCTION DOCUMENTS A. Drawings and Specifications show general sizes routing and 9 P 9 9 location, and describe the various systems. These documents describe and size equipment, its general location, usage, support, and auxilliary requirements. Contract Documents do not, however, detail certain job requirements. The drawings are intended to cover the layout and design of the Work and are not to be scaled for exact measurements. Where specific detail and dimension for electrical Work are not shown on the drawings, take measurements and make layouts as required for the proper installation of the electrical Work in coordination with other Work on the project. 1.03 APPLICABLE CODES A. Comply with the latest adopted and enforced edition of the National Electrical Safety Code and the National Electrical Code and the interim Amendments in effect at the time of the bid, to the extent provided in the General Conditions; and comply with all local, state, and utility ordinances, regulations, or laws, of all enforcing Authorities Having Jurisdiction. Should the Drawings or Specifications contradict local rulings, the local rules shall take precedence unless special approval is issued by the authority enforcing the rulings. Correct any violations cited by the enforcing authority at no charge to the Owner. 1.04 PROJECT CLOSEOUT A. Project Record Documents: Leave with the Owner, upon completion of the work, blueline prints marked in red, with complete information to correct the Drawings and Specifications to Record Documents. Leave the Drawings in the Electrical room with General Contractor Drawings. 1.05 PRODUCT HANDLING A. Provide for delivery of equipment and materials at such stages of work as will expedite work and minimize project storage requirements. B. Provide for safe storage of both Owner furnished and Contractor furnished equipment and materials. Mark and store such equipment and materials so as to be easily checked and inspected. C. Protect equipment and material from damage of any kind. Material which becomes rusted or damaged shall be replaced or restored by the Contractor to a condition acceptable to the Owner. PART 2 PRODUCTS 2.01 MATERIALS AND EQUIPMENT A. Use new materials and equipment, of best quality, free from defects and with manufacturer's label and UL label where applicable. Provide with performance and operation as designed with respect to efficiency, capacity, and quietness. PART 3 EXECUTION 3.01 INSTALLATION A. Install work in neat and workmanlike manner, complete in detail and ready for its intended use, within the limits indicated on Drawings, in Specifications, or in other Contract Documents. B. Provide on the job during electrical work, a minimum of one qualified master or journeyman electrician licensed by the recognized authority for every three apprentice electricians. C. Coordination: Plan work to proceed with minimum of interference between trades. Furnish materials and information in proper sequence for special frames, openings, pipe sleeves, foundations, etc. as required. D. Perform work in conformance with construction called for by other trades and afford other trades reasonable opportunity for execution of their work; properly connect and coordinate this work with work of other Contractors at such times and in such a manner as not to endanger delay or interfere with their work. E. Arrange conduit runs, panelboards, and other electrical equipment to avoid interference with ducts, pipes, grilles, and other equipment, and with structural members. F. Torque bolts in accordance with manufacturer's recommendations and UL Listing standards. G. Safety Regulations - Perform electrical work in compliance with applicable safety regulations, including OSHA regulations. Provide and operate safety lights, guards, and signs required for the performance of electrical work. H, For items to be installed in split face CMU, grind surface of CMU to a smooth finish for a tight fitting installation. Seal with sealant. END OF SECTION SECTION 16200 -BASIC MATERIALS & METHODS PART 1 GENERAL 1.01 CONDUIT RACEWAYS A. Size all conduits in accordance with NEC, and as shown on Drawings. B. Conduit types permitted: (Must bear the UL or ETL label) 1. Galvanized Rigid Metal Conduit (GRC): Hot -dip galvanized. 2. Intermediate Metal Conduit (IMC): Hot -dip galvanized. 3. Electrical Metallic Tubing (EMT): Hot -dip galvanized. 4. PVC Rigid Nonmetallic Conduit (PVC): Schedule 40 heavy -wall PVC. 5. Flexible Metal Conduit: Zinc -coated steel or Aluminum. 6. Liquid tight Flexible Steel Conduit with PVC jacket. 7. MC Cable: Steel or Aluminum Cladding. 1.02 WIRE AND CABLE A. Wire and cable as indicated and required by the Drawings shall bear the UL label and stamping indicating wire size, type, voltage and grade, and shall meet the standard specifications and tests established for such materials and construction by ASTM, NEMA, ANSI, and IPCEA where applicable. B. Wire shall be code gauge, soft annealed copper, not less than 98 percent conductivity and of the 600 volt class, unless otherwise noted. C. Conductors size #10 AWG and smaller may be stranded or solid and shall have insulation type THHN, THWN, XHHW or XHHW-2. Conductors size #8 AWG and larger shall be stranded and shall have insulation type THHN, THWN, XHHW or XHHW 2. D. MC (Interlocked Armor Metal Clad) Cable: 1, Aluminum MC -Lite or Standard MC. 2. Minimum size conductor, #12 AWG copper, including green insulated equipment ground, sized in accordance with NEC. 3. Overall moisture resistant tape. 4. Galvanized steel or aluminum interlocked cladding. 5. Manufactured in accordance with UL 1569, E. Wire smaller than #12 AWG not permitted unless otherwise noted. #14 AWG, type MTW or TFF permitted for signal and pilot control circuits unless otherwise noted. F. Color code conductors in accordance with NEC and the following, unless in conflict with Authority Having Jurisdiction: SYSTEM VOLTAGE NEUTRAL PFIASE GROUND ISOLATED GROUND 208/120V White A -Black Green Green w/ yellow stripe B -Red C -Blue 480/277V White A -Brown Green Green w/ yellow stripe with colored B -Orange stripe other C -Yellow than green or yellow G. Color code #6 AWG and smaller phase and neutral conductors by continuous outer covering. Conductors #4 AWG and larger may be color coded by tape or paint. H. Identify circuit numbers with synthetic cloth or plastic labels. 1.03 WIRE CONNECTORS A. Splices: 1. #8 AWG and Smaller: Ideal Wingnut, 3M Scotchlok, or equal connectors of proper size. 3M No. 567 in-line self stripping connectors will be permitted only at ballast lead connections in fluorescent light rows. 2. #6 AWC and Larger: Solderless lugs and connectors. 1.04 OUTLET BOXES AND CONDUIT FITTINGS A. Outlet boxes and conduit fittings shall bear UL or ETL label. B. Interior Boxes: Hot -dip galvanized, 4 inches minimum octagon or square, unless otherwise noted. Provide single or multiple gang outlet boxes as required for flush installation in drywall construction. Provide masonry boxes for outlets installed flush in concrete unit masonry. Provide single surface -mounted outlet boxes for utility type boxes. C. Boxes: Comply with NEC in regard to maximum allowable number of conductors, D. Outlet Boxes: Suitable for supporting lighting fixtures if intended for that purpose. E. Ceiling Fan Boxes: Rated and listed for mounting ceiling fans. F. Conduit Fittings: 1. Indoor EMT Fittings: Diecast or steel set screw type. 2. Outdoor EMT Fittings: Compression type. 3. Outdoor GRC, IMC, or EMT Box Connections: Made with weather- tight hubs. 4. Threadless GRC or IMC Fittings: Not permitted. shall not be used. Provide indoor GRC or IMC connections with double locknuts and bushings. 5. PVC Fittings: Solvent weld type for PVC conduit. 1.05 WIRING DEVICES A. Branch Circuit Switches: Specification grade rated 20A 120/277V AC as follows: 1. Single Pole: a. Hubbell 12211. b. Pass and Seymour 20AC1-I. c. Arrow Hart 12211. d. Leviton 1221-21, e. Bryant 4901-I. 2. Double Pole: a, Hubbell 12221. b. Pass and Seymour 2OA02-I. c. Arrow Hart 12221. d. Leviton 1222-21. e. Bryant 4902-1 3. Three Way. a. Hubbell 12231. b. Pass and Seymour 20AC3-1 c, Arrow Hart 1223-I. d. Leviton 1223-21. e. Bryant 4903-1. 4. Four Way: a. Hubbell 12241. b. Pass and Seymour 20AC4-1 c. Arrow Hart 1224-1. d. Leviton 1224-21. e. Bryant 4904-1. 5, Dimmers: a. Lutron NT-600-S-NFB-IV-120. b. Lutron NT-1000-S-NFB-IV-120. B. Receptacles: 1. Nylon Grounding -Type Outlet Devices: Specification grade as follows: a. Duplex Receptacle 20A 125V: 1) Hubbell 5362-I. 2) Pass and Seymour 5362-1. 3) Arrow Hart 5362-I. 4) Leviton 5362-1. 5) Bryant 5362-1. b. Duplex Receptacle 20A 125V Isolated Ground: 1) Hubbell 1G 5362. 2) Pass and Seymour IG 5362. 3) Arrow Hart 5362-I0. 4) Leviton 5362 -IG. 5) Bryant 5362-I0. c. GFI Receptacle 15A 125V Weatherproof: 1) Hubbell GF5252-1. 2) Pass and Seymour 1591 -SI. 3) Arrow Hart GF5242-1, 4) Leviton 6599-I. 5) Bryant GFR52FT-I. d. Single Twist -Lock Receptacle 15A 125V Isolated Ground: 1) Hubbell IG4710. 2) Pass and Seymour 104710. 3) Arrow Hart 104710. 4) Leviton 4710 -IG. 5) Bryant 4710-I0, e. Duplex Twist -Lock Receptacle 15A 125V Isolated Ground: 1) Hubbell 104700. 2) Pass and Seymour IG4700. 3) Arrow Hart 104700. 4) Leviton 4700 -IG, 5) Bryant 4700 -IG. f. UPS Receptacle 50A 125/250V 3 pole 4 Wire Grounding: 1) Hubbell CS6369. 2) Pass and Seymour CS6369. 3) Arrow Hart CS6369, 4) Leviton CS63-69. 5) Bryant CS -6369. C. Cover Plates: 1. Provide nylon cover plate's for flush mounted devices. 2. Where devices are installed on exposed fittings or boxes, provide galvanized steel plates. 3. Weatherproof Cover Plates: Gasketed cast or stamped metal with gasketed device cover. Plastic weatherproof plates will not be permitted, 4. Temperature Sensor Boxes: Nylon switch cover plates. D. Colors: 1. Unless otherwise noted, wiring devices and cover plates for flush mounting shall be ivory nylon except on walls having prefinished brown paneling,where they shall be brown nylon. 2. Blank Cover Plates: On boxes without devices or • fixtures, provide same type and color as those installed on devices in that same room or area. 3. Where devices are installed on exposed boxes, device shall be ivory. 4. Straight blade isolated ground receptacles: Ivory nylon cover plates. 5. Twistlock (UPS) Isolated ground receptacles: Black nylon cover plates with circuit number engraved in plate. E. Devices or plates found to be not as specified shall be removed and replaced with specified device or plate at Contractor's expense. 1.06 PANELBOARDS A. Branch Circuit Protective Devices: Plug -on or bolted type thermal magnetic center -trip circuit breakers for alternating current, each with single -handle common trip. Tandem or half - sized circuit breakers or load center type construction will not be permitted,Circuit breaker amp interrupting capacity (AIC) shall be no less than the values indicated on the Drawings.Circuit breakers feeding emergency lights, night lights, time clock motors, etc, shall be equipped with handle - locks where indicated on the Drawings. B. Cabinets:Zinc- coated sheet steel with knock -outs, UL listed and Iabeled.Trims and doors shall have a suitable primer coat and a finish coat of the manufacturer's standard color. Trims shall be fitted with hinged doors having combined lock and latch. Locks shall be keyed alike and furnished with two keys for each panelboard. C. Directory Holder: Mount clear plastic cover and metal frame on inside of each door. Mount a legible typewritten circuit directory properly identifying loads) on each circuit under the clear plastic cover.Connect circuits exactly as indicated on Drawings; no deviation will be tolerated. D. Identification: Each panelboard shall be permanently identified by the symbol indicated on the Drawings (Sample format: "PANEL HC") as required by Section 16200, Paragraph .2.01 A. E. Acceptable Manufacturers: 1. Cutler-Hornmer. 2. General Electric. 3. Siemens. 4. Square D. 1.07 TRANSFORMERS A. Transformers for general use at 600 volts and below shall be metal enclosed indoor, two winding dry -type with provisions for conduit connections. Transformers shall be rated for full -load operation at a maximum of 150 degrees C. temperature rise above a 40 degree C, ambient, unless otherwise indicated on the drawings. B. Transformers shall have voltage taps on the primary windings and shall conform to NEMA Standard and shall be General Electric, Sorgel (Square D), Westinghouse or approved equal. 1.08 SAFETY SWITCHES A. Furnish non -fusible, horsepower -rated safety switches as disconnecting means for motors and fused safety switches where indicated on Drawings or where required by NEC. Indoor switches shall be NEMA 1; outdoor switches shall be NEMA 3R Raintight. Switches shall be heavy duty, unless otherwise noted. Furnish rejection type fuseholders. B. Identification: Identify each switch as required by Section 16200, Paragraph 2.01 A. C. Acceptable Manufacturers: 1, Cutler -Hammer, 2. General Electric, 3. Siemens. 4, Square D. 1.09 FUSES A. Furnish and install fuses as indicated on Drawings. B. Acceptable Manufacturers: 1. Bussman. 2. Gould-Shawmut, 3. Littelfuse. 4. GEC Alsthom C. Acceptable fuse type substitutes: BussrnanGould Littelfuse GEC Alsthom FRS -R TRS -R FLSR CRS -R LPS-RK A6D-R LLSRK LOS -RK 1.10 LIGHT FIXTURES A. Light fixtures and lamps will be furnished and installed by Contractor, unless specified otherwise, in Light Fixture Schedule on Drawings. PART 2 EXECUTION 2.01 IDENTIFICATION OF EQUIPMENT A. Furnish laminated plastic nameplates with 3/4" minimum contrasting -color engraved letters for each panelboard. The nameplates shall be bolted or pop -riveted to equipment and shall clearly identify the equipment or equipment served, such as "PANEL LP". Electrical Engineer will determine nameplates that are needed. 2.02 INSTALLATION A. Install specified materials in accordance with manufacturer's recommendations and as indicated on Drawings. B. Unless otherwise noted on the Drawings, mount equipment as follows: 1. Individual Device - Operating handle, lever, or button 5 feet 0 inches approximately. 2. Panelboards - Highest overcurrent protective device 6 feet 0 inches maximum. C. Access to Equipment: Locate all control devices, specialties, pull boxes, etc., so as to provide for easy access of operation, repair and maintenance. D. Painting: 'touch-up items of equipment whose factory finish has been marred or damaged during installation, restoring it to its original appearance. Unless otherwise noted on the Drawings, all other painting will be done by the General Contractor. 2.03 CONDUIT A. Installation: 1. Install wiring in conduit, unless otherwise noted in the Drawings or Specifications. 2. Normally, all conduits shall be concealed in finished spaces. If conduits are to be installed in exposed structure spaces or unfinished areas, they shall be installed parallel or perpendicular to building lines in a neat and workmanlike manner. 3. Securely support conduit and piping by means of approved hangers. Support spacing shall be in accordance with the NEC. Make necessary provisions for expansion of conduit and securely anchor conduit where necessary to properly distribute stresses. 4. Flexible Metal Conduit: Support every 4 feet 6 inches and within 12 inches of terminations, with Caddy Clips or equal, in accordance with NEC. 5. Liquidtight Flexible Metal Conduit: Support every 4 feet 6 inches and within 12 inches of terminations, per NEC. 6. Keep openings In conduits closed during the progress of the work. Swab conduits clean before pulling wire. 7. Clean PVC conduit per manufacturer's recommendations before application of solvent cement. 8. Furnish and install flashings where conduits penetrate the roof. 9. Openings around electrical penetrations through fire - resistance rated walls, partitions, floors, or ceilings shall be firestopped using approved methods to maintain the fire - resistance rating. 10. Use Flexible Metal Conduit or Liquidtight Flexible Metal Conduit for final connections to dry -type transformers, baler, air corepressors, HVAC equipment and motors. 11. Coordinate installation of conduit in masonry work. 12. Do not run conduit under slab unless noted by legend on Drawings. All conduit installed below slab shall be galvanized rigid metal (GRC) or intermediate metal conduit (IMC), or Schedule 40 PVC. All bends or elbows shall be either GRC or IMC material. 13. Install UL approved expansion fittings complete with grounding jumper where conduits cross building expansion joints. Provide bends or offsets in conduit adjacent to building expansion joints where conduit is installed above suspended ceilings. 14. Allow minimum of 6 inches clearance at flues, and heat sources. 15. Paint metallic conduit under concrete slab or where installed in contact with earth. Apply two 6 mil coats of PVC or Asphalt paint continuously along entire length of conduit prior to installation below grade. Do not run conduit in concrete slab. 16. Install GRC conduit penetrating above grade outdoors or penetrating concrete slabs, including elbows. 17. Install GRC elbow on all conduit runs that have 45deg. bends or greater. 18. Install double lockout and bushings when terminating GRC or IMC conduit, except where conduit terminates in threaded hub. B. Location: 1. Galvanized Rigid Metal Co C g to Conduit (CRC): Permitted for general exposed or concealed work, above or below grade. 2. MC Cable: Permitted only where concealed inside partitions and above finished ceilings. Cable exposed on walls or in open bar joist areas will not be permitted. Cut cable with manufacturer's recommended armor stripping tool. Provide manufacturers approved connectors. 3. Intermediate Metal Conduit (IMC): Permitted for general exposed or concealed work, above or below grade. 4. Electrical Metallic Tubing (EMT): Permitted for general exposed or concealed work above grade. 5. PVC Rigid Nonmetallic Conduit (PVC): Permitted for below - grade use outside of building lines, when permitted by governing codes. Install in strict accordance with manufacturer's recommendations. Conduits penetrating above grade outdoors or penetrating concrete slabs shall be IMC or GRC. 6. Flexible Metal Conduit: Permitted in attic spaces and exposed in lengths of 6 feet or less for connections to equipment in . dry areas, Not permitted for use as general exposed or concealed work. 7. Liquidtight Flexible Metal Conduit: Permitted exposed in lengths of 6 feet or less for connections to Rooftop Units, baler, and similar equipment, where rigid connections are not suitable. 2.04 WIRING DEVICES A. Outlets or devices improperly located or installed shall be repaired or replaced at the Contractor's expense. Outlets and 1. devices shall be set plumb or horizontal and shall extend to, but not project above, the finished surface. B. Mounting Heights: Measure height from finished floor to bottom of device, Comply with the Drawings regarding mounting heights of wall switches, receptacle outlets, telephone outlets, pushbuttons, etc. C. Unless otherwise noted, receptacles, switches, and other wiring devices shall not be mounted back-to-back. 2.05 MOTORS AND MOTOR CONTROLS A. Make final connection to motors, starters, disconnects and other items furnished and installed by others. 2.06 OPENINGS A. Openings cut in existing walls shall be no larger than required for the installation. Surfaces around openings shall be left smooth and finished to match surrounding surface. 2.07 GROUNDING A. General: Ground all metallic conduits, supports, cabinets, equipment, system neutrals, metal building structures, and other items required to be grounded in accordance with NEC 250 and other applicable codes. Furnish and install additional grounding as indicated on the Drawings. B. Equipment Grounding: 1. Make all conduits electrically continuous. 2. Furnish and install an equiprnent ground wire with all feeders to panelboards, transformers, baler, compactor, and RTU's. 3. Furnish and install an equipment ground wire with all branch circuits to receptacles and equipment. Overhead lighting circuits do not require an equipment ground wire, unless shown otherwise on Drawings. 4. Install insulating grounding bushings on all conduit connections 1 1/4 inch and larger and where indicated on Drawings. C. All equipment ground wires shall be insulated and shall be run from the ground bar in the panelboard to the ground lug on the equipment served. D. There shall be an insulated, isolated, grounding conductor for each cash register circuit as indicated on Drawings, This conductor shall be at least as large as the current carrying conductors to act as common ground between each outlet on some circuit. This conductor must be a non-current carrying ground, not a neutral common, and must not be connected anywhere or in any way to the neutral nor to any conduit system before bonding with equipment grounding conductor, ground electrode conductor, transformer neutral, and transformer case ground at the cash register transformer secondary. Note: Proper grounding and use of the above criteria is critical to the performance of this equipment. It is mandatory that only cash register equipment be connected to these circuits. Connection to and use of other type of equipment will adversely affect cash register system and will not be permitted. 2.08 ALARM RACEWAYS A. The Electrical Contractor shall furnish and install outlet boxes, junction boxes, covers, and conduits for alarm devices as shown on Drawings. 2.09 LIGHT FIXTURES A. Install lighting fixtures, lamps, and connections in accordance with manufacturers recommendations and as indicated on Drawings. B. Coordinate the exact mounting location of light fixtures with building structure and all other trades prior to installation. Refer to Mechanical Drawings for locations of ductwork and diffusers, Continuous rows shall be installed straight and true. C. Recessed fixtures installed in lay -in ceiling grid systems shall have four to six feet of flexible conduit from outlet boxes supported from building structural system to fixtures. Fixtures shall be attached to ceiling grid. D. Verify ceiling and wall details. Install fixtures complete with proper mounting arrangements for ceiling or wall construction encountered. E. Lighting fixtures and lamps shall be clean and free of building paint over -spray. END OF SECTION SECTION 16300 - HEATING AND COOLING EQUIPMENT WIRING PART 1 EXECUTION 1.01 INSTALLATION A. Conduit for Rooftop Units shall be installed inside the curb. No roof penetrations for electrical conduits are allowed, without prior Wal-Mart approval B. Energy Management control devices and control wiring for all HVAC equipment will be furnished and installed by others. END OF SECTION O(4w (n W < as WWa�0 W Z o 11" n -' 0 g3 II �(Do 101 W V �ZI0 XW_ CS - 00 - V) wow, ¢0 wzed D o¢F-0 r-�oFN zL� W o� Q¢¢� z �E,-o << " ZO oC aha W O L W o L WojWZUZNaa VnUw r)M( ()W_ -2wLf7- ZLL. ¢azooww0vo 0 0 O w¢z``o'�w�az o F' 2va140��a=wp��-¢�Q¢ J ; ¢<M ��n. O�UU N4 D Qazw3W�aWw�_oo�w a ow L,k-`'�oasa� tnwvaF w C0 NZs3°w¢Ni¢�11 �¢R �11 I'r) O I t-� O � CD 0 E W Q -,,I �_4 0 U \ I W-, � 0 d LCA , 0n W ® CD ►ice co ,0 �(Z) F ,a i z (-) P W Pq rr�� V1 � 0 �D z (f O ISSUE 13LOCK CHECKED BY: MEF/CC DRAWN BY: SKG DOCUMENT DATE: 03/03/03 /L, �L` . .a�z/, � MECHANICAL ELECTRICAL SPECIFICATIONS I S,Mr: s2 I - -.-- - X/. I EXISTING 3" VENT PIPING. FIELD VERIFY EXACT LOCATION. 3 15.404 I (2) 6" SCHEDULE 40 PVC 4 PIPES WITH LONG RADIUS P3 45' ELBOWS AT EACH END i 110 EXISTING 4" GREASE WASTE. FIELD VERIFY EXACT LOCATION AND DEPTH. 3"V V 3"V l � 1 2"V EI A' v FS -5 SB21 P3 EXISTING 4" SANITARY SEWER. FIELD VERIFY 4„ 4 WCO EXACT LOCATION AND FD -3 3 15.403 DEPTH. t/ J /�- 3"V FS -8 9ti SB84 15.408 4„ 4" 15.410 3"V �' SP 2"V FD .'.' 3"V ETR 4" 2"V 15.408 7 SS4 FS -5 3.,V 4„ SB83 '' 2"V J SS3 TO ACT AS CONDUIT FOR BEVERAGE LINES. FCO /ET 15.410 4" ETR-G- S,qN 4" 15.410 f 15.405 15.414 NEW CANDY SALES AREA 15.405 WASTE NTS EXISTING 3" VENT PIPING. FIELD VERIFY EXACT LOCATION. 15.410 FA I a ETR FD SB81 4 3„ SS3 2 "V J SS1 3" WCO RISER 15.4141 5.414 15.409 15,414 15.405 15.405 s 15.404,.. , €15.409 Ifi i` i s sif f i FCO £ ' 1 ETR s. P3 4„ FD -3,.• 15.408 j �'l5.405 £ I V - GW ' F5-5 SB21 .... 15.405 4" II eft 3 FS -8 ' £ 15B 82 £ f' #: SB84 '>,�' r £ 83:.: £ 15.410 » .. � 15.410 � ,'� .»,..• 3 15.408 4 r ::( �a r ,,...,,..... FCO .. 1 -1- ... ETR (2) 6" SCHEDULE 40 PVC a 2 PIPES WITH LONG RADIUS # s r 4 45' ELBOWS AT EACH END -1. ' £ "' 15 40,3 P3 TO ACT AS CONDUIT FOR ? `: :' ., ;:: A" / 11BEVERAGE LINES.E� i ,. ....2 V � I i` NEW (I ^.2,v..r s' FS -5 SS4 '' h DINING �f" %``� i. ° , 3 AREAFS-8, F ly i NEW i tf NEW SB86 SS3,.>.. }.:: s S31 UTILITY SERVICE AREA AREA N 3 15.408 E a ffC ;s 3 £ E f i 2...V WASTE & VE 1 SCALE: 1/4"=l' -O" a I NEW SERVICE CORRIDOR 15.410 15.409 4" EXISTING 4" GREASE WASTE. FIELD VERIFY EXACT LOCATION AND DEPTH. 15.408 ___ 3 "V - 211V WCO P3 (TYP.) 3" 15.403 5.408 -L EXISTING 4" SANITARY SEWER. FIELD VERIFY 4 SAN- EXACT LOCATION AND DEPTH. £ 15.410 PLUMBING KEYNOTES GENERAL PLUMBING NOTES 1. GENERAL NOTES ARE APPLICABLE TO ALS, 15.403 CONNECT TO EXISTING SANITARY PIPE PLUMBING WORKING DRAWINGS. OF EQUAL OR LARGER SIZE. VERIFY SIZE, 2 STORE MUST BE KEPT OPERATIONAL. ARRANGE LOCATION, ELEVATION, AND FLOW ALL WORK TO KEEP DISRUPTIONS TO DIRECTION AT SITE. OPERATIONS TO A MINIMUM. COORDINATE 15.404 CONNECT TO EXISTING VENT PIPE OF DISRUPTIONS WITH THE WAL-MART CONSTRUCTION MANAGER AND WAL-MART EQUAL OR LARGER SIZE, VERIFY SIZE MECHANICAL SERVICES CONSTRUCTION MANAGER, AND LOCATION AT SITE. 3. COORDINATE ALL WORK WITH OTHER TRADES. 15.405 PROPERLY CAP, PLUG AND CONCEAL VERIFY CONDITIONS BEFORE FABRICATING ANY PIPING LEFT IN PLACE. CAP DUCTWORK. ABANDONED SEWER PIPING A MINIMUM OF 8" BELOW FINISHED FLOOR. PATCH 4. FURNISH AND INSTALL ALL MATERIALS FOR A AND REPAIR SLAB. RE: ARCHITECTURAL COMPLETE INSTALLATION IN ALL RESPECTS, PLANS. REMOVE UNUSED WATER AND READY FOR INTENDED USE AND IN STRICT VENT PIPING ABOVE CEILING AND CAP ACCORDANCE WITH ALL STATE AND LOCAL CODES REMAINING PIPE, AND MANUFACTURER'S RECOMMENDATIONS. COORDINATE WITH EXISTING AND NEW 15.408 CUT AND PATCH EXISTING CONCRETE CONSTRUCTION. PAY ALL NECESSARY FEES AND FLOOR SLAB FOR INSTALLATION OF NEW PERMITS. UNDERGROUND PLUMBING PIPE. MATCH EXISTING CONSTRUCTION, 5. SANITARY SEWER PIPING SHOWN IS BASED ON 15.409 CONNECT TO EXISTING GREASE WASTE 1/4" PER FOOT FALL FOR ALL PIPING SMALLER THAN 4", AND 1/8" PER FOOT FALL FOR ALL OF EQUAL OR LARGER SIZE. VERIFY SIZE, PIPING 4" AND LARGER. VERIFY BUILDING LOCATION, ELEVATION AND FLOW SEWER LOCATION AND INVERT ELEVATION PRIOR DIRECTION AT SITE. TO CONSTRUCTION. 15.410 EXISTING PIPING TO REMAIN (VERIFY 6. LOCATE ALL FLOOR CLEAN -OUTS OUT OF LOCATION IN FIELD). TRAFFIC WAYS, WHILE MAINTAINING ACCESSIBILITY, LOCATE PER DIMENSIONS IF SHOWN ON PLANS. 15.414 REMOVE EXISTING PLUMBING FIXTURE, ADJUST CLEAN-OUT COVERS TO BE FLUSH WITH TYPE INDICATED, AS WELL AS ITS FINISHED FLOOR. PLUMBING SERVICE PIPES (HOT WATER, COLD WATER, WASTE AND VENT) BACK 7 TRAP SEAL PRIMERS ARE TO BE PROVIDED AT TO BEHIND REMAINING SURFACES OR NO ADDITIONAL COST TO OWNER IF REQUIRED BY ACTIVE MAINS AND CAP THERE. REPAIR AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL VERIFY REQUIREMENT. REMAINING SURFACES TO MATCH EXISTING WHERE REQUIRED. 8. PROVIDE ACCESS DOORS TO ALL INACCESSIBLE VALVES AND CLEAN -OUTS. 9. PLUMBING CONTRACTOR SHALL VERIFY EXISTING SEWER AND VENT PIPE SIZE AND ELEVATION AND SHALL VERIFY THAT PROPER SLOPES ARE AVAILABLE BEFORE CUTTING FLOOR SLAB FOR NEW SEWER PIPING. 10. FLOOR CUTS SHALL BE STRAIGHT AND CLEAN, REPLACE REMOVED SLAB WITH CONCRETE FLUSH AND SMOOTH WITH ADJACENT. COORDINATE WITH GENERAL CONTRACTOR, 11. PLUMBING CONTRACTOR SHALL PROVIDE ONE YEAR WARRANTY FOR PROPER SEWER SYSTEM OPERATION. COORDINATE ALL WORK WITH EXISTING AND NEW CONSTRUCTION, 12, EXISTING WATER AND SANITARY PIPING SIZES AND LOCATIONS HAVE NOT BEEN FIELD VERIFIED. THEY ARE TAKEN FROM ORIGINAL BUILDING PRINTS. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY LOCATIONS AND SIZES OF ALL EXISTING PIPING THAT IS BEING CONNECTED TO OR MODIFIED. 13, ROUTE PIPING WITHIN PARTITION WALLS. DOMESTIC WATER PIPING ROUTED IN EXTERIOR WALLS SHALL BE INSULATED TO PROTECT FROM FREEZING. 14. CAP ALL PIPING OPENINGS DURING CONSTRUCTION UNTIL FINAL CONNECTIONS TO EQUIPMENT AND ACCESSORIES ARE MADE. 15. NOT USED. 16, PROVIDE SCREW -ON TYPE BACKFLOW PREVENTER (WATTS #8A OR EQUAL) ON ALL THREADED HOSE OUTLETS, 17. INSTALL VTR'S, EXHAUST FANS AND FLUES A MINIMUM OF 60" FROM PARAPET WALLS AND 10'-0" MINIMUM FROM ROOF TOP EQUIPMENT WITH OUTSIDE AIR INTAKE, 18. DO NOT INSTALL PIPING WITHIN COOLER PANELS. INSTALL EXPOSED PIPING IN PREP AREAS A MINIMUM OF 1 " FROM WALL AND 6" ABOVE FINISHED FLOOR TO ALLOW FOR CLEANING. 19• PROVIDE ESCUTCHEON PLATES FOR PLUMBING PENETRATIONS THROUGH GROCERY CEILINGS AND WALLS. 20. PROVIDE AIR TIGHT SEAL AROUND PIPING PENETRATIONS THROUGH COOLER/FREEZER WALLS AND CEILINGS. FINISH WITH ESCUTCHEON PLATE. 21. PROVIDE HEAT TAPE AND INSULATION ON ALL WATER AND DRAIN PIPING EXPOSED TO FREEZING, NOTE EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS 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 DISCIPLINES AND EXISTING CONDITIONS. CONTRACTOR NOTES 1 • EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED AREA. THE FAILURE TO ACQUAINT THEMSELVES WITH THESE DOCUMENTS DOES NOT RELIEVE THEM OF ANY RESPONSIBILITY FOR PERFORMING THEIR WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS INFORMATION. 2. ALL QUESTIONS RELATED TO THE WORK INVOLVED SHALL BE DIRECTED TO THE STORE PLANNING DEPARTMENT OF WAL-MART. 3• ALL QUESTIONS RELATED TO THE BIDDING AND CONSTRUCTION OF THIS PROJECT SHALL BE DIRECTED TO THE WAL-MART CONSTRUCTION MANAGER, d , o�>- 0 u � d to F- Q C7 ta. z D ao�~z ¢¢o�� z -z � �¢�aZooaw�i��Wv O am trm Ei aV)D9 Vp) I L�Xa �w¢avooFaamwazz,�taa oUl a O�ozw�Q�o.w6 OLq aoZ �wti�-0z WaaQ gt amka1 rxvLl oo8owocxmwowO �ZaJ..Lzow aC<l xwOf< ISSUE BLOCK CHECKED BY: MEF/CC DRAWN BY: SKG DOCUMENT DATE: 03/03/03 WASTE & VENT PLAN & RISER SHEET: p I EXISTING 1 "CW & 140'HW PIPING. FIELD VERIFY EXACT LOCATION. 3/4" -3 /4"HW Ar ....................... _ f �1 15.405 a WATER RISERNTS EXISTING 1 "CW & 15.414 140'HW PIPING. FIELD VERIFY EXACT LOCATION. NEW CANDY SALES AREA I r66f/7 1 15.410 1" 't Vis' 1/2" (BYPASS) -1 /2"FW2 3/4"HW & ;W DOWN IN WALL 15.414 (15.414 1/2" 4" /2"FW2 cH- TMV ' ' SB81" fs RUN 1 2"HW AND FW1 WITHIN " SB86 5� FW1 THE WALL BELOW 1 3/4" I COUNTERTOP... SB09 ! NEW DINING 1/2 AREA .. 1 ' ! NEW NEW SERVIj 3 f SS3 � C '' ��£::;✓' 6 AREA CE `" s► .....: UTILITY F AREA SS3 £ ...... r %; } SS1 r 3/4"HW & CW DOWN IN WALL I NEW f ............................, SERVICE CORRIDOR I WATER PLAN 1 SCALE: 1/4"=l' -O" SB21 _ 3/4"HW & CW DOWN IN WALL FILTER BM -2 FILTER 15:417 IM -1 PLUMBING KEYNOTES 15.401 CONNECT TO EXISTING COLD WATER PIPE OF EQUAL OR LARGER SIZE. VERIFY SIZE AND LOCATION AT SITE. PROVIDE SHUT-OFF VALVE IN NEW PIPE AT POINT OF CONNECTION. 15.402 CONNECT TO EXISTING HOT WATER PIPE OF EQUAL OR LARGER SIZE. VERIFY SIZE AND LOCATION AT SITE. PROVIDE SHUT-OFF VALVE IN NEW PIPE AT POINT OF CONNECTION. 15.405 PROPERLY CAP, PLUG AND CONCEAL ANY PIPING LEFT IN PLACE. CAP ABANDONED SEWER PIPING A MINIMUM OF 8" BELOW FINISHED FLOOR. PATCH AND REPAIR SLAB. RE: ARCHITECTURAL PLANS. REMOVE UNUSED WATER AND VENT PIPING ABOVE CEILING AND CAP REMAINING PIPE. 15.410 EXISTING PIPING TO REMAIN (VERIFY LOCATION IN FIELD). 15.414 REMOVE EXISTING PLUMBING FIXTURE, TYPE INDICATED, AS WELL AS ITS PLUMBING SERVICE PIPES (HOT WATER, COLD WATER, WASTE AND VENT) BACK TO BEHIND REMAINING SURFACES OR ACTIVE MAINS AND CAP THERE. REPAIR REMAINING SURFACES TO MATCH EXISTING WHERE REQUIRED. 15.417 COORDINATE MOUNTING LOCATION WITH WAL-MART CONSTRUCTION MANAGER, REFER TO FILTER MANUFACTURER'S INSTALLATION INSTRUCTIONS. FILTERS ARE TO BE SUPPLIED BY WAL-MART AND INSTALLED BY PLUMBING CONTRACTOR. NOTE EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS 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 DISCIPLINES AND EXISTING CONDITIONS. CONTRACTOR NOTES 1 • EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED AREA. THE FAILURE TO ACQUAINT THEMSELVES WITH THESE DOCUMENTS DOES NOT RELIEVE THEM OF ANY RESPONSIBILITY FOR PERFORMING THEIR WORK PROPERLY, NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS INFORMATION. 2, ALL QUESTIONS RELATED TO THE WORK INVOLVED SHALL BE DIRECTED TO THE STORE PLANNING DEPARTMENT OF WAL-MART. 3• ALL QUESTIONS RELATED TO THE BIDDING AND CONSTRUCTION OF THIS PROJECT SHALL BE DIRECTED TO THE WAL-MART CONSTRUCTION MANAGER. 00 w olpw F- Q(.9 tLZQ O'<F_Q F-�l Z, Z�~ Ld �0�a¢�-CL-e0 �o offi O 0. iiXa� Nay u, 2 Ow s')qU od F a w� w� ¢�. aw poo Z 3 V 0 ¢ zo w O oaoa�voaQzoa < zu)a CO uj 4'j CP) a03¢ 1 Qa 7�; � , Uu:,w ��Zo(o QQ s 0WO U,0LW�i��o� w (n �FZ)L�zo�u- (f)¢wmao ISSUE BLOCK CHECKED BY: MEF/CC DRAWN BY: SKG DOCUMENT DATE: 03/03/03 WATER PLAN & RISER PLUMBING SYMBOLS - DOMESTIC COLD WATER (CW) - - -- DOMESTIC HOT WATER (HW) — - - - HOT WATER RECIRCULATION (HWR) SAN SANITARY SEWER (SAN) GW GREASE WASTE (GW) A COMPRESSED AIR (A) LEONARD PLUMBING VENT (V) V r> - SHUT OFF VALVE (SOV) 1 -0 -*i SHUT OFF VALVE IN RISE APPROVED EQUAL: LAWLER 310 -SC, SYMMONS THERMIXER SERIES 5B RISE AND FALL IN PIPE ------0 NEW FLOOR CLEANOUT (FCO) A EXISTING FLOOR CLEANOUT (FCO) ® FLOOR DRAIN, CASE DRAIN & FUNNEL FLOOR DRAIN (FFD) ® PREP AREA DRAIN & STOCKROOM FLOOR DRAIN (FD) 2" FOOD SINK DRAIN (FS) ® TRENCH DRAIN (TD) APPROVED EQUAL: FIAT # TSB -200, FLORESTONE MODEL 10 (24X24X12) © PLUMBING RISER NUMBER JOSAM 36213-81 CONNECT TO EXISTING VTR VENT THRU ROOF VBF VENT BELOW FLOOR ETR EXISTING TO REMAIN HS HAND SINK 3CS THREE -COMPARTMENT SINK CTS COUNTERTOP SINK HB HOSE BIBB X -- DETAIL NUMBER XX —SHEET NUMBER DENOTES EQUIPMENT FURNISHED BY OWNER AND INSTALLED BY PLUMBING CONTRACTOR, ROUGH -IN AND CONNECTION IS BY PLUMBING CONTRACTOR, SEE OWNER -PROVIDED EQUIPMENT INFORMATION FOR ACTUAL ROUGH -IN HEIGHT REQUIREMENTS. DENOTES EQUIPMENT FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. ROUGH -IN AND CONNECTION IS BY PLUMBING CONTRACTOR. =PLUMBING KEY NOTES. STUB ELBOWS ABOVE FLOOR AT LOCATIONS SHOWN ON PLAN. BURY PIPE AT DEPTH AS REQUIRED TO ACHIEVE APROXIMATELY A 90 DEGREE PENETRATION OF SLAB. PROVIDE A TEMPORARY PVC PIPE AND CAP WELDED TO ENDS OF CONDUIT DURING CONSTRUCTION PHASE. TRIM ELBOWS AT TIME OF INSTALLATION OF BEVERAGE LINES TO 6" ABOVE SLAB NORMALLY, 8" INTO CABINETRY. SEAL TO CABINET WITH SILICONE. SEAL FLOOR PENETRATION WITH 1 _ FLEXIBLE WATERPROOF MATERIAL F�. q TO COMPENSATE FOR FF _1 PIPE EXPANSION. I ¢...,..........................................,......... ;............_........ #... .. .... £:G .. f > i FLOOR L -VAPOR CRUSHED SLAB BARRIER ROCK \ LENGTH AS REQUIRED , SET CONDUIT ON COMPACTED EARTH. USE 6" SCHEDULE 40 PVC ELECTRICAL CONDUIT AND FITTINGS WITH SOLVENT -WELDED JOINTS. USE MINIMUM QUANTITY OF FITTINGS REQUIRED. PROVIDE LONG SWEEP ELBOWS AT BOTH ENDS, WITH MINIMUM 30" RADIUS (AVAILABLE AS ELECTRICAL CONDUIT -- DO NOT USE MULTIPLE ELBOWS TO MAKE 90° TURNS.) PROVIDE TEST OF CONDUIT AFTER ASSEMBLY TO VERIFY WATERTIGHTNESS. REPAIR LEAKS BEFORE BACKFILLING TRENCH WITH SAND. MAINTAIN PRESSURE UNTIL BEVERAGE LINES ARE INSTALLED. AVOID ELBOWS IN HORIZONTAL RUN IF AT ALL POSSIBLE. GENERAL CONTRACTOR WILL SEAL ENDS OF CONDUIT WITH FOAM AFTER BEVERAGE LINES ARE INSTALLED IN CONDUIT. PVC BEVERAGE CONDUIT NTS FLOOR DRAIN SCHEDULE PROVIDE ONLY THOSE DRAINS SHOWN ON FLOOR PLAN. PLUMBING FIXTURE SCHEDULE MARK MARK FIXTURE MANUFACTURER CATALOG NUMBER TRIM MINIMUM BRANCH SIZES NOTES CW HW WASTE VENT TMV THERMOSTATIC MIXING LEONARD C -210 -AF -BR- STSTL S.S. CABINET, CHECK STOPS, THERMOMETER. SET DISCHARGE TEMPERATURE AT 110°F. „ 3/4„ 3/4 3" 2" LIGHT DUTY CASE DRAIN W/ 10" DIAMETER LOOSE SET NICKEL BRONZE GRATE. NO FLOOR SLOPE REQUIRED. SET TOP ELEVATION TO FINISHED FLOOR. VALVE APPROVED EQUAL: LAWLER 310 -SC, SYMMONS THERMIXER SERIES 5B '�OSAM 30002-10A-80 SS1 JANITOR STERN- WILLIAMS SB -800 FAUCET HOSE/BRACKET & MOP HANGER. 3/4” 3/4" 3" 2" C, F 3" SINK APPROVED EQUAL: FIAT # TSB -200, FLORESTONE MODEL 10 (24X24X12) WADE 1213-3-8-27 J.R.SMITH 2143 -L03 -FBS JOSAM 36213-81 FAUCET: STERN WILLIAMS T -10 -VB, FIAT 830 -AA, FLORESTONE MR -371 FS -5 3" 4" 3" FOOD SINK DRAIN WITH SEDIMENT BUCKET & 3" x 8" ELONGATED FUNNEL & 10" SQ. GRATE. WADE 9143-EG8-1-27 HOSE/BRACKET: STERN WILLIAMS T-35, FIAT 832 -AA, FLORESTONE MR -370 JOSAM 49043AS-18-31 MOP HANGER: STERN WILLIAMS T-40, FIAT F889 -CC, FLORESTONE MR -372 HEAVY DUTY 2" 3" SS3 LAVATORY BY AIR SYSTEMS WALL MOUNTED ICE CREAM DIPPING DISPLAY 1/2$p 1/2" 1-1 /2"ti - 1 /2" A SMITH/ACO 9930-SSHD (9935-SSHD) I ZURN Z-886-RFS/Z-887-RFS-Y FS -8 SS4 PREP SINK BY AIR SYSTEMS 1N-18-LD18 1 COMP, SINK UNIVERSAL STAINLESS 3/4" 3/4" (IND.) 2" F, J TRENCH DRAIN WITH HEAVY DUTY SLOTTED GALVANIZED STEEL GRATE (AT CART STORAGE AND TMA). 1/2" SMITH/ACO 9930-GHD (9935-GHD) T ZURN Z-886-RFG/Z-887-RFG-Y (IND) DENOTES EQUIPMENT FURNISHED BY OWNER AND INSTALLED BY DENOTES EQUIPMENT FURNISHED AND INSTALLED FW: 30" AFF (FW2) PLUMBING CONTRACTOR, ROUGH -IN AND CONNECTION IS BY BY PLUMBING CONTRACTOR, ROUGH -IN AND SB86 PLUMBING CONTRACTOR. SEE OWNER -PROVIDED EQUIPMENT CONNECTION IS BY PLUMBING CONTRACTOR. 1/2" INFORMATION FOR ACTUAL ROUGH -IN HEIGHT REQUIREMENTS, NOTES: FW: 30" AFF INSIDE DRINK CABINET (FW1) A. PROVIDE DRAIN OUTLET WITH OFFSET TAILPIECE AND INSTALL TRAP PARALLEL TO WALL. HOLD EXPOSED PIPING AS HIGH AS POSSIBLE. PROVIDE 5/8" THICK WHITE "ARMAFLEX" OR EQUIVALENT ELASTOMERIC INSULATION ON WATER AND WASTE PIPES UNDER LAVATORY. B. MOUNT EYEWASH 36" AFF TO TOP OF HEAD SPRAY, C. LOCATE TWO MOP HANGERS SIDE BY SIDE IN REAR OF JANITOR'S CLOSET NEAR JANITOR'S SINK. D. MOUNT HOSE BIBBS AND MIXING HOSE BIBBS AT 42" AFF (UNLESS NOTED OTHERWISE). E. REFER TO ARCHITECTUAL PLANS FOR PROPER MOUNTING HEIGHT, TO MEET ADA STANDARDS OR NOT. F. PROVIDE DUAL CHECK VALVES ON HOT AND COLD WATER SUPPLIES (WATTS #7 OR EQUAL). G. PROVIDE SCREW -ON TYPE BACKFLOW PREVENTER (WATTS #8A OR EQUAL) ON FAUCET SPOUT HOSE END. H. FLUSH CONTROL HANDLE TO BE LOCATED ON SIDE OF TANK WHICH COINCIDES WITH THE OPEN SIDE OF THE ACCESSIBLE STALL. J. REFER TO OWNER PROVIDED EQUIPMENT INFORMATION FOR ACTUAL ROUGH -IN HEIGHT REQUIREMENTS. K. USE ONLY IF EXISTING FIXTURES BEING REPLACED ARE TANK TYPE. COORDINATE WITH WAL-MART CONSTRUCTION MANAGER. L. MOUNT WALL HYDRANT AT 18" AFF (UNLESS NOTED OTHERWISE). FLOOR DRAIN SCHEDULE PROVIDE ONLY THOSE DRAINS SHOWN ON FLOOR PLAN. SYMBOL MARK BODY SIZE P -TRAP SIZE DRAIN DESCRIPTION MANUFACTURERS MODEL NUMBERS DESCRIPTION NOTES 2" 3" 2" OUTLET LIGHT DUTY GENERAL USE FLOOR DRAIN WITH 5" DIAMETER NICKEL BRONZE GRATE WADE 1102-STD5-1 J.R.SMITH 2005-L02-A05NB I JOSAM 30002-5A ICEE DISPENSER FD -2 2" 3" 2" LIGHT DUTY CASE DRAIN W/ 10" DIAMETER LOOSE SET NICKEL BRONZE GRATE. NO FLOOR SLOPE REQUIRED. SET TOP ELEVATION TO FINISHED FLOOR. WADE 1102-STD10-1-27 J.R. SMITH 2005-Y02-A10NB-B '�OSAM 30002-10A-80 A FD -3 3" 4" 3" OUTLET FLOOR DRAIN WITH HEAVY DUTY POLISHED BRONZE GRATE, REMOVABLE SLOTTED SEDIMENT BUCKET AND SECONDARY STRAINER. PROVIDE FLOAT -TYPE BACKWATER VALVE IN PREPARATION AREAS. WADE 1243-1-27-8 J.R.SMITH 2243 -1_03 -1`13S -PB JOSAM 36343-20 (FW1) FD -4 3" 4" . r 3 OUTLET HEAVY DUTY DRAIN WITH HEAVY DUTY TRACTOR GRATE, ;._h, OVABLE SEDIMENT BUCKET AND SECONDARY STRAINER (FOR USE IN AREAS SUBJECT TO FORK. LIFT TRAFFIC). WADE 1213-3-8-27 J.R.SMITH 2143 -L03 -FBS JOSAM 36213-81 O ❑ FS -5 3" 4" 3" FOOD SINK DRAIN WITH SEDIMENT BUCKET & 3" x 8" ELONGATED FUNNEL & 10" SQ. GRATE. WADE 9143-EG8-1-27 J.R.SMITH 3151-L03-25 JOSAM 49043AS-18-31 YARD HEAVY DUTY 2" 3" 2" LIGHT DUTY FUNNEL DRAIN WITH 4" DIAMETER FUNNEL AND 5" DIAMETER NICKEL BRONZE GRATE. WADE 1102-STD5-1-EF4 J.R.SMITH 2005 -L03 -A5 -NB -21 JOSAM 30003 -5A -F4 ICE CREAM DIPPING DISPLAY FD -7 3" 4" TRENCH DRAIN WITH HEAVY DUTY SLOTTED STAINLESS STEEL GRATE (IN PREPARATION AREAS). PROVIDE FLOAT TYPE BACKWATER VALVE IN MEAT PREPARATION AREA. ® SMITH/ACO 9930-SSHD (9935-SSHD) I ZURN Z-886-RFS/Z-887-RFS-Y FS -8 2" 3" 2" LIGHT DUTY FOOD SINK DRAIN WITH SED. BUCKET & 4" DIA. FUNNEL. 10" DIA. NICKEL BRONZE GRATE. WADE 9142-EG8-1-27 J.R.SMITH 3151-L02-21 JOSAM 49042 -AS -16-31 HW: 30" AFF INSIDE CABINET A, E, G 3" 4 TRENCH DRAIN WITH HEAVY DUTY SLOTTED GALVANIZED STEEL GRATE (AT CART STORAGE AND TMA). 1/2" SMITH/ACO 9930-GHD (9935-GHD) T ZURN Z-886-RFG/Z-887-RFG-Y SET TOP OF DRAIN GRATE 1/4" BELOW FINISHED FLOOR DATUM AND SLOPE FLOOR FOR 36" DIAMETER AROUND. A U CAST IRON FLOOR RAIN BODY WITH BOTTOM OUTLET SIZE, CAULK OR PUSH -ON TYPE, WITH MEMBRANE / CLAMPING COLLAR AND SEDIMENT BUCKET. COMBINATION WASTE AND VENT BRANCH LINE, MAXIMUM 15' TO 4" SANITARY MAIN. SLOPE AT MINIMUM OF 2%. PIPE INCREASER. TRIM TO LENGTH REQUIRED BY DEPTH OF SANITARY BRANCH. MAXIMUM TAILPIECE LENGTH IS 2'. DEEP -SEAL P -TRAP: PVC WITH SOLVENT WELD JOINTS OR CAST IRON WITH BELL AND SPIGOT NEOPRENE GASKET JOINTS. LOCATE FLOOR SINK WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR PLAN. PROVIDE EXCAVATION AND BACKFILL PER ARCHITECTURAL SPECIFICATIONS. REFER TO SCHEDULE FOR DRAIN SPECIFICATIONS. DRAIN FOR FOOD PREPARATION AREAS NTS ROUND SECURED GASKETED NICKEL BRONZE ADJUSTABLE TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE GASKETED PLASTIC PLUB IN CAST IRON BODY, USE TEFLON JOINT COMPOUND ON PLUG THREADS. CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION. MEMBRANE CLAMP--\ r- FLOOR SLAB ON GRADE AS REQUIRED FOR PLUMBING EQUIPMENT CONNECTION SCHEDULE SAME SIZE AS SEWER ITEM FIXTURE ROUGH -IN CONNECTIONS DESCRIPTION NOTES FW CW HW WASTE VENT SB01 ICEE DISPENSER 1/2" PROVIDE A ROUND 18 BE WITHIN (IND) DIRECTION FW. 30"AFF (FW1) A, H #W-8130AF, SB09 COFFEE MAKER . 1/2" EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, (FW1) A LOCATE CLEANOUTS FS -B-2]1 ' 3-COMP'T SINK JOSAM / ,� 3 4 3/4" / pp 3 (IND) 2 " ,� HW & CW: 18 AFF, WASTE: 18 AFF C D F WADE #W -8300 Eq�l BEVERAGE DISPENSER 1/211 YARD HEAVY DUTY (IND) ZURN FW: 30" AFF INSIDE DRINK CABINET (FW1) A Fs -B-82] ICE CREAM DIPPING DISPLAY JOSAM 58680 (IND) S1383 FOUNTAINETTE WCO 1/2" (IND) J.R. SMITH #4470 HW: 30" AFF INSIDE CABINET A, E, G A, C FSB UNDER COUNTER ICE FLAKER 1/2" JOSAM (IND) FW: 30" AFF (FW2) A, E, H SB86 MAMACHINE O C MACHINE 1/2" (IND) FW: 30" AFF INSIDE DRINK CABINET (FW1) A GENERAL INFORMATION 1. EQUIPMENT AND TRIM FURNISHED BY OWNER. ROUGH -IN AND FINAL CONNECTIONS BY PLUMBING CONTRACTOR. NOTES: A. PROVIDE SHUT-OFF VALVES. B. PROVIDE P -TRAP WITH CLEANOUT PLUG AND ESCUTCHEON. C. PROVIDE CHROME PLATED ANGLE SUPPLY, FLEXIBLE RISER, AND WHEEL HANDLE WITH ESCUTCHEON, D. PROVIDE CHECK VALVES ON HOT AND COLD WATER SUPPLIES. E. PROVIDE FULL-SIZE DRAIN LINE FROM EQUIPMENT. END OVER FUNNEL DRAIN WITH 2" AIR GAP. F. IF PLUMBING PLAN SHOWS THE 3 -COMPARTMENT SINK INDIRECTLY CONNECTED TO FLOOR SINK, THEN WASTE ROUGH -IN HEIGHT AND VENT SIZE DO NOT APPLY. G. PROVIDE STAINLESS STEEL BACKFLOW PREVENTER ON WATER LINE SERVING CARBONATOR PER LOCAL CODE REQUIREMENTS, PROVIDE PEX TUBING (NOT COPPER OR BRASS PIPING) ON DOWNSTREAM SIDE OF CARBONATOR BACKFLOW PREVENTER. H. PROVIDE BACKFLOW PREVENTER PER LOCAL CODE REQUIREMENTS ON WATER SUPPLY. ROUND SECURED GASKETED NICKEL BRONZE ADJUSTABLE TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE GASKETED PLASTIC PLUB IN CAST IRON BODY, USE TEFLON JOINT COMPOUND ON PLUG THREADS. CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION. MEMBRANE CLAMP--\ r- FLOOR SLAB ON GRADE AS REQUIRED FOR COLUMN OR SAME SIZE AS SEWER DEPTH OF SEWER UP TO 4" MAXIMUM PVC PIPE OR HUB AND SPIGOT LONG SWEEP ELBOW AT CAST IRON PIPE END OR TURN OF RUN BELOW FLOOR COMBINATION WYE AND SANITARY EIGHTH BEND IN RUN, SEWER LINE ENTER TOP OF PIPE. EQUAL PROVIDE A ROUND 18 BE WITHIN GAUGE STAINLESS DIRECTION �— WADE #W-8130AF, PROVIDE OF FLOW LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, AND/OR WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS, LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS, FLOOR CLEANOU NTS CLEANOUT SCHEDULE COLUMN OR WITH SCREWED COUNTER- PARTITION MARK SERVICE DUTY MANUFACTURER APPROVED NOTES WHERE CLEANOUT TEE IS CONCEALED IN A MODEL CHASE OR PARTITION, EQUAL PROVIDE A ROUND 18 BE WITHIN GAUGE STAINLESS 4" OF WALL STEEL COVER WITH WADE #W-8130AF, PROVIDE FCO FLOOR MEDIUM DUTY J.R. SMITH #4020 -PB ZURN Z-1400-ZB, A, B CONCRETE HUREFER TO PLUMBING FLOORFIXTURE RISAND JOSAM 58360-2 SPECIFICATIONS FURTHER WCOOR LONG SWEEP ATINFORMATION. WADE #W -8300 -MF, BEND INDIRECTION YCO YARD HEAVY DUTY J.R. SMITH #4880 ZURN Z-1474, A, D JOSAM 58680 WADE #W -8590A, WCO WALL THREADED DRAINAGE FITTINGS J.R. SMITH #4470 ZURN Z -1470-A, A, C JOSAM 58540 NOTES: A. SAME SIZE AS WASTE LINE IT SERVES. B. HEAVY DUTY TRACTOR TOP. C. ROUND STAINLESS STEEL COVER AND SCREW. D. EXTRA HEAVY ACCESS HOUSING WITH # W -8530-A CLEANOUT FERRULE WITH BRASS RAISED HEAD PLUG, PIPE MAY EXTEND AS WASTE OR VENT, PROVIDE CLEANOUT TEE COLUMN OR WITH SCREWED COUNTER- PARTITION SUNK ABS PLASTIC PLUG: AS SHOWN TAPERED -THREAD WITH ON FLOOR TFE JOINT COMPOUND. ----]PLAN. WHERE CLEANOUT TEE IS CONCEALED IN A CLEANOUT CHASE OR PARTITION, FACE SHALL PROVIDE A ROUND 18 BE WITHIN GAUGE STAINLESS 4" OF WALL STEEL COVER WITH SURFACE, BEVELED EDGES AND PROVIDE FLATHEAD MACHINEILENGTH EXTENSION SCREW,IF REQUIRED. a4 .. CONCRETE HUREFER TO PLUMBING FLOORFIXTURE RISAND SCHEDULE SLAB ASFOR SPECIFICATIONS FURTHER WCOOR LONG SWEEP ATINFORMATION. COMBINATIONEIGHTH BEND INDIRECTION RUN OF LINE._ OF FLOW PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. i1 WALL CLEANOUT, NTS or4w&I w w Q at a� Z z zO Alit wz� oo> pii�~ dZ W WZQ D ore Z. L, w W(1) Z(<"I W ;moo o JZ�h LL. Lnv�w w�w� Li o F 0.0C) Q: Zo aoza Q F':2 -L.i�n o �a B J �ao� F5ON� Qo0WvWi� x`c 0Ld0 �Wo'i-- noffiQ liE W �N J O_ Q O Z R W W DR �L1 LlZG Lo' Z< 4LeQ Ql< N-) C� I N C) Q P�4 O W o CrJ U o .c) co L u W o © oCIDQ W !q �o� ISSUE BLOCK CHECKED BY: MEF/CC DRAWN BY: SKG DOCUMENT DATE: 03/03/03 0 PLUMBING SCHEUDLES & DETAILS SHEET: P3 (-1-6 173-1 I FS ELECTRICAL LIGHTING PLAN SCALE: 1/4"=V-0" (POS STATION) tdC ArZO ELECTRICAL POWER PLAN SCALE: 1/4"=V-0" PANEL LFS (RELOCATED. RE: E2) NOTE: E.C., SHALL SELECT EXISTING LIGHT FIXTURES THAT ARE IN GOOD WORKING ORDER AND REUSABLE FOR RELOCATION TO NEW AREA INDICATED ON PLAN. E.C. SHALL REMOVE ALL EXISTING LIGHT FIXTURES IN THIS AREA NOT BEING RELOCATED AND TURN OVER TO OWNER. NOTE: DEMO EXISTING ELECTRICAL DEVICES, CONDUIT, AND WIRING IN THIS AREA AS DIRECTED BY WAL-MART CONSTRUCTION MANAGER. VERIFY EXISTING CONDITION PRIOR TO BID, ELECTRICAL SYMBOLS LEGEND VOICE/DATA JUNCTION BOX (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) GENERAL POWER NOTES SYMBOL 0 DESCRIPTION E PUSH BUTTON INCANDESCENT OR HID FIXTURE 1. UPON COMPLETION OF ELECTRICAL INSTALLATION AND / (WALL MOUNTED/CEILING MOUNTED) PRIOR TO ENERGIZING CIRCUIT: SMOKE DETECTOR FIRE ALARM HORN / STROBE A. INSPECT WIRE AND CABLE FOR PHYSICAL DAMAGE, FIRE ALARM PULL STATION FLUORESCENT FIXTURE B. PERFORM CONTINUITY TEST, C. VERIFY PROPER PHASING CONNECTION TO ALL THREE FLUORESCENT FIXTURE, PHASE MOTOR LOADS. EMERGENCY LIGHT FLUORESCENT FIXTURE, 2• PROVIDE LIQUID -TIGHT FLEXIBLE METAL CONDUIT AND WIRING FROM DISCONNECT SWITCH OR JUNCTION BOX TO NIGHT LIGHT EQUIPMENT KNOCKOUT OR ELECTRICAL CONNECTION POINT. / ® EXIT FIXTURE 3. WHERE EQUIPMENT NAMEPLATE PROTECTIVE DEVICE RATING (WALL MOUNTED/CEILING MOUNTED) DIFFERS FROM SIZE PROVIDED, CHANGE OUT BRANCH EMERGENCY FIXTURE CIRCUIT WIRING AND OVERCURRENT DEVICE TO APPROPRIATE RATING PER NEC. SWITCH, SINGLE POLE 4. WHEN EQUIPMENT IS FURNISHED WITH A DIFFERENT PLUG, REMOVE OLD PLUG AND INSTALL NEW PLUG AS SPECIFIED. $3 SWITCH, 3 -WAY 5. ELECTRONIC FIRE PROTECTION/SECURITY ALARM BOXES AND CONDUITS SHOWN ON POWER PLANS SHALL BE PROVIDED UNDER THIS CONTRACT. IN ADDITION, UNLESS 4 SWITCH, 4 -WAY NOTED OTHERWISE, THE FOLLOWING GENERAL NOTES APPLY: $K SWITCH, KEYED A. ALL ALARM JUNCTION BOXES SHALL BE 4"X4"X2-1 /8" MINIMUM. $D SWITCH, DIMMER B. ALARM RACEWAYS SHALL BE 3/4" MINIMUM WITH PULL WIRE AND INSULATING BUSHINGS. $VS SWITCH, VARIBLE SPEED C. VERTICAL RACEWAYS FROM ALARM BOXES SHALL BE EITHER CONCEALED INSIDE WALL OR SURFACE $m SWITCH, MANUAL MOTOR TO MATCH BOX f (90 RUNS SHALLTBENTURNEDMOUNTING). ALOUNTED L VERTICAL -DEGREES AT TOP SIDE OF BOTTOM CHORD OF BAR JOIST AND RECEPTACLE, DUPLEX EXTENDED HORIZONTALLY TO A LOCATION ACCESSIBLE BY VERTICAL FLOOR TYPE LIFT. RECEPTACLE, DUPLEX, MOUNTED HORIZONTALLY RECEPTACLE, DUPLEX FLUSH FLOOR KEYNOTES RECEPTACLE, DUPLEX ISOLATED 16.131 RECONNECT RELOCATED LIGHTING TO EXISTING GROUND FLUSH FLOOR LIGHTING CIRCUIT, E.C. SHALL VERIFY RECEPTACLE, DOUBLE DUPLEX PRIOR TO ROUGH -IN THAT EXISTING CIRCUIT HAS SPARE CAPACITY TO ACCOMMODATE RECEPTACLE, DUPLEX ISOLATED GROUND LOAD, 16.133 EXISTING LIGHT FIXTURES TO BE RELOCATED TO RECEPTACLE, DOUBLE DUPLEX, NEW LOCATION AS SHOWN, ISOLATED GROUND E.C. SHALL PROVIDE A VOLTAGE BARRIER 016.137 RECEPTACLE, SIMPLEX TWIST LOCK, BETWEEN SWITCHES. O RECEPTACLE, SIMPLEX TWIST LOCK, 16.161 EXIT SIGNS ISOLATED GROUND CONNECT TO THE UNSWITCHED LINE SIDE OF LIGHTING CIRCUIT OR NIGHT LIGHT SERVING -� RECEPTACLE, SPECIAL ADJACENT AREA. (A) IN AREAS WITH CEILING MOUNT FIXTURE ON CEILING 2'-6" FROM WALL, CENTERED 1'-0" ABOVE RECEPTACLE, PLUGMOULD DOOR OPENING. (B) IN WALL AREAS WITHOUT CEILING, MOUNT m SIGNS ON WALL, CENTERED 1'-0" ABOVE DOOR y� RECEPTACLE, SIMPLEX OPENING UNLESS NOTED OTHERWISE, 0 JUNCTION BOX 16.163 EMERGENCY LIGHTS (WALL MOUNTED/CEILING MOUNTED) CONNECT TO THE UNSWITCHED LINE SIDE OF LIGHTING CIRCUIT OR NIGHT LIGHT CIRCUIT ETHERNET OUTLET BOX WITH 1/2" C. SERVING ADJACENT AREA. DO NOT SWITCH. O AND PULL WIRE TO BAR JOISTS. (A) WHEN SHOWN ON WALL, MOUNT V-0" BELOW TERMINATE WITH BUSHING. CEILING OR BOTTOM OF STRUCTURE, WHICHEVER IS APPLICABLE. 0 ALARM JUNCTION BOX, ENSHOWNOT MOUNT ON (WALL MOUNTED/CEILING MOUNTED) CEILING ORBO BOTTOM CORD OF BAR JOIST, ALARM JUNCTION BOX FOR TEST/RESET WHICHEVER IS APPLICABLE. ® (WALL MOUNTED/CEILING MOUNTED) (C) COORDINATELOCATION OF FIXTURE WITH DUCTWORK TO MINIMIZE THE AMOUNT OF SHADOWS. Eh NON-FUSED DISCONNECT 16.456 EQUIPMENT COUNTERS ARE PROVIDED WITH PANELBOARD AND ARE PREWIRED. ROUTE PANEL Vh FUSED DISCONNECT FEEDERS THROUGH COUNTERS IN LIQUID -TIGHT FLEXIBLE METAL CONDUIT. NEUTRAL CIRCUIT, CONCEALED IN WALLS OR GROUND HOTS CEILING, E INDICATES EXISTING 16.457 PROVIDE FIRE ALARM SIGNALING DEVICES TO WIRING MATCH EXISTING FIRE ALARM SYSTEM. CIRCUIT, CONCEALED IN SLAB FLOOR, COORDINATE CONNECTION OF NEW DEVICES TO E INDICATES EXISTING WIRING EXISTING BUILDING FIRE ALARM SYSTEM WITH WAL-MART CONSTRUCTION MANAGER, FIRE ALARM CIRCUIT, EXPOSED, CONTRACTOR SHALL PROVIDE REVISED BATTERY E INDICATES EXISTING WIRING CALCULATIONS TO MEET BUILDING CODE STANDARDS FOR ALL DEVICES CONNECTED TO ------------- MANUFACTURED WIRING SYSTEM EXISTING ALARM PANEL. ---------► COMMUNICATION WIRING SYSTEM 16.458 PROVIDE 3/4" CONDUIT WITH PULLWIRE FROM JUNCTION BOX TO ABOVE ACCESSIBLE CEILING. ® VOICE/DATA JUNCTION BOX ® VOICE/DATA JUNCTION BOX FLUSH FLOOR MOTOR 0 TELEPOWER POLE E PUSH BUTTON BELL SS SAIL SWITCH JUNCTION BOX Q SMOKE DETECTOR FIRE ALARM HORN / STROBE 0 FIRE ALARM PULL STATION NOTE EACH SUBCONTRACTOR IS 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 THE RESPONSIBILITY OF PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. NOTE EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. 0 L oar 0 (w 0k V)F- ¢� wZ� Ld EL w a Quo � zoo w o �QzoOaW,UmlwlWU `ooU, tnQ-�wo�w LL.CL V)D p DN�w w�5N >< v� O 0~ U- Ld I � 4� O 0 U O w �w�z�ovwiw�ag000 F- 'aolot: ¢ozaa < fp wacto�nF w3 J Q¢a�¢"ZFi+..��cJ�Zp N� 0- i?C)()La �w rxw5mowoic EL Lnwo�F �W0 Q0E:� � i- 'DEj- zEi 2avnau,'ua� [ISSUE BLOCK CHECKED BY: VGM DRAWN BY: MVH DOCUMENT DAME: 03/03/03 ELECTRICAL PLANS EQUIPMENT SCHEDULE NO. DESCRIPTION MANUFACTURER MODEL NO. VOLT / PH. AMPS HP VA TERMINATION MTG. HT. NOTES S1301 ICEE MACHINE MITCHELL RTA SSW1 208/120/1 22.5 c 480/277V WP RECEPTACLE, NEMA: L14 -30R E.C. SHALL INSPECT EXISTING I SB02 POPCORN MACHINE GOLD MEDAL 2214WM 120/1 15.5 2 1860 WP RECEPTACLE, NEMA:5-15R 1 1 S803 P.O.S. STATION NCR 7454 PUS SYS. 120/1 2 Ill 1 WP RECEPTACLE, NEMA:5-20R 155 SB90 I.C. FREEZER (20) SB04 HOT DOG GRILL ROUNDUP HDC30 120/1 12.5 1.09 1500 WP RECEPTACLE, NEMA:5-20R 0.10 1.80 1 E5.95 SB92 SODA SYSTEM (20) SBO5 HOT DOG BUN WARMER GOLD MEDAL 8117 120/1 2.5 #4 300 WP RECEPTACLE, NEMA:5-15R 11 SB24 FREEZER 20 20 SBO6 PRETZEL DISPLAY J & J SNACK FOOD 304 120/1 12 13 150 WP RECEPTACLE, NEMA:5-20R SPACE AND PROVISION 1.09 1.44 SBO8 DECAF WARMER BUNN RWS1 120/1 0.8 15 SB84 ICE FLAKER (18) 100 WP RECEPTACLE, NEMA:5-15R I PANEL SB09 COFFEE BREWER BUNN 20950.0002 120/1 18.3 1 3P JUNCTION BOX LFS 18 SB11 SOUP WARMER APW RW -1V 120/1 4 208/120V 500 WP RECEPTACLE, NEMA: 5-15R SPACE AND PROVISION 208/120V SB16 MICROWAVE OVEN AMANA CRC18T2 208/1 20 SPACE AND PROVISION 4000 WP RECEPTACLE NEMA:6-20R 20 1 SB24 3 DOOR FREEZER TRUE T -72F 208/120/1 11 RECEPTACLE, NEMA: 14-20R +44" 1.82 1 9.98 SB73 PIZZA DISPLAY HATCO ESOT-IX-4TCR 120/1 12.3 (8) 60 3 WP RECEPTACLE, NEMA:5-2OR 100 (8) SB80 MILK SHAKE MIXER HAMILTON BEACH HAM -94950 120/1 2.2 1/6 1 WP RECEPTACLE, NEMA: 5-20R 130 TOTAL PER NEC ARTICLE 220 TOTAL LOAD FEEDER LOAD SB81 SODA DISPENSER REMCOR ENDURO 150 120/1 4 WP RECEPTACLE, NEMA:5-2OR SB82 ICE CREAM DISPLAY MASTER BILT DD26 120/1 7.4 WP RECEPTACLE, NEMA: 5-20R SB83 FOUNTAINETTE RANDELL MD68 120/1 6.5 WP RECEPTACLE, NEMA:5-15R SB84 UNDER COUNTER ICE FLAKER SCOTSMAN AFE400A-1A 120/1 15 1/4 WP RECEPTACLE, NEMA:5-15R SB85 FLASH BAKE OVEN VULCAN VFB12 208/1 11900 WP RECEPTACLE NEMA: 14-60R SB86 CAPPACCINO MACHINE CECILWARE GB3LP-LD 120/1 15 1800 WP RECEPTACLE, NEMA: 5-15R SB87 COOKIE OVEN OTIS SPUNKMEYER OS -1 120/1 11.3 1350 WP RECEPTACLE, NEMA:5-20R SB88 SCALE HOBART PPTY-M30KC/P 120/1 1.25 WP RECEPTACLE, NEMA:5-15R SB89 SINGLE DOOR REFRIGERATOR TRUE T -23F 120/1 7.5 WP RECEPTACLE, NEMA:5-20R +44" SB90 2 DOOR ICE CREAM FREEZER TRUE T -49F 120/1 13.2 WP RECEPTACLE, NEMA:5-20R +44" SB92 SODA SYSTEM 120/1 8 WP RECEPTACLE, NEMA: 5-20R +72" NOTES: A. E.C. SHALL MAKE ALL FINAL CONNECTIONS TO EQUIPMENT SUPPLIED BY OTHERS AND PROVIDE WHIPS AND/OR CORD AND PLUGS AS NEEDED FOR EQUIPMENT ON PREWIRED CABINETS. B. E.C. SHALL FIELD VERIFY NAMEPLATE DATA OF EQUIPMENT PROVIDED AND COORDINATE CHANGES WITH WAL-MART CONSTRUCTION MANAGER. C. COUNTER PROVIDED BY OTHERS WITH ALL RECEPTACLES IN COUNTER PRE -WIRED TO PANELBOARD INSTALLED IN COUNTER BY OTHERS. COUNTER SHALL BE U.L. LISTED. E.C. SHALL PROVIDE FEEDER TO PANELBOARD INDICATED ON DRAWINGS. ROUTE CABLE THROUGF OPENING INSIDE EQUIPMENT CURB, WIR-2020 CABLE TO PREV. RTU INDOOR SENSORS AND ETMS FOR HVAC UNITS INDICATED ON PLAN ARE NEW, UNLESS OTHERWISE NOTED, AND SHALL BE FIELD SERIES WIRED TO THE NEAREST RTU. ETM � F ................... � x FD -T --Sl OR Is RTS, -FAN CONFIRMATION SWITCH. (FIELD INSTALLED) -PRESSURE DIFFERENTIAL SWITCH. (FIELD INSTALLED) ROOF CURB ROOF (1) WIR-2020 6'-0" WIR-2020 CABLE--< CABLE COIL TO NEXT RTU S-# -MOUNT AS SHOWN ON PLAN. RE: 2-E1. ROOFTOP UNIT DETAIL. NOT TO SCALE S-# COLUMN OR WALL ZONE TEMPERATURE SENSOR MOUNTING DETAIL, NOT TO SCALE NOTE: ALL OF THE ELECTRICAL DEVICES SHOWN ON THE ONE -LINE DIAGRAM AS EXISTING ARE BASED UPON AS -BUILT DRAWINGS. E.C. SHALL VERIFY THE EXACT EXISTING CONDITIONS, SIZES AND LOCATIONS OF EQUIPMENT PRIOR TO ROUGH -IN. THIS ONE -LINE IS SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ANY NEW DEVICES ARE SHOWN IN BOLD AND ARE NOTED. DURING CONSTRUCTION, THE STORE SHALL STAY OPEN FOR BUSINESS. ANY NECESSARY POWER DOWNTIME SHALL BE SCHEDULED AND APPROVED BY WAL*MART CONSTRUCTION MANAGER. ONE -LINE DIAGRAM LEGEND NEW EQUIPMENT EXISTING EQUIPMENT ------- EQUIPMENT TO BE DEMOLISHED ENERGY MANAGEMENT SYMBOLS S-? ZONE TEMPERATURE SENSOR ETM ELECTRONIC THERMOSTAT MODULE DTS DUCT TEMPERATURE SENSOR RTS REMOTE TEMPERATURE SENSOR IOM INPUT/OUTPUT MODULE RTU ROOF TOP UNIT -------- -------------------- PANELBOARD FIXTURE SCHEDULE CR E.C. SHALL SPLICE INTO EXISTING DESCRIPTION EXISTING KVA 1 #1/0 FEEDER SERVING EXISTING PLBRKR PANEL DESCRIPTION PANELBOARD LFS AND ROUTE NEW DESCRIPTION H4B 1 SB02 POPCORN MACHINE 1 FEEDER TO PANELBOARD LFS. c 480/277V 2 30 E.C. SHALL INSPECT EXISTING I 0.83 0.90 1.60 0.24 I I FEEDER CONDUCTORS TO INSURE 20 15 THEY MEET U.L. RATINGS AND 2 � 1 MATCH SIZE AND TYPE OF NEW 1 1 CONDUCTORS. 20 1 SB03 P.O.S. STATION 1 20) 4 1 65 Ill 1 1 20 155 SB90 I.C. FREEZER (20) 104 7 FOOD PREP LIGHTS 11 SBO6 PRETZEL DISPLAY 20 1 ............. _..,ITFS 175 KVA 1 1.09 1 20 0.10 1.80 1 E5.95 SB92 SODA SYSTEM (20) :(EXISTING) 9 WALL WASH LIGHTS 20 1 1 20 #4 KIDDIE RIDE (20) 10 11 SB24 FREEZER 20 20 2 1 20 19 SPACE AND PROVISION SPARE (20) 12 13 SPACE AND PROVISION 12 SPACE AND PROVISION 1.09 1.44 RELOCATED 1 NEW SPACE AND PROVISION NEW 14 15 SB84 ICE FLAKER (18) 15 150A I I PANEL 10.85 90 KVA IKVA ONLY. PANEL 16 PANEL 15 1 1 3P 17 SPACE AND PROVISION LFS 18 LC1 LC2 1 EXISTING 0.36 208/120V 2 208/120V SPACE AND PROVISION 208/120V 21 RECEPTACLES (20) 20 jEDC4 _ _ LSODA_ FOUNTAIN UTILITY AREA TIAL ONE -LINE DIAGRAM. NOT TO SCALE LFS (RELOCATED) ( SERVES: SODA FOUNTAIN EQUIPMENT LOCATION: SODA FOUNTAIN UTILITY AREA FLUSH MOUNT CEILING FAN PANELBOARD FIXTURE SCHEDULE CR 208/12OV, 3 PH, 4W 225A, M. L. 0. 10,000 AIC GROUND BUS ISOLATED GROUND BUS DESCRIPTION WIRE BRKRPL KVA I�VA PLBRKR PLBRKR DESCRIPTION WIRE DESCRIPTION C 1 SB02 POPCORN MACHINE 15 1 c 1 WALL WASH LIGHTS 2 30 20 1 0.83 0.90 1.60 0.24 0.90 1 1.58 1 20 15 SB89 REFRIGERATOR 2 3 PENDANT LIGHTS 20 1 1 20 20 1 SB03 P.O.S. STATION 1 20) 4 5 DOWN LIGHTS 20 Ill 1 1 20 1 SB90 I.C. FREEZER (20) 6 7 FOOD PREP LIGHTS 11 SBO6 PRETZEL DISPLAY 20 1 20 1 1.43 0.96 0.88 0.50 1.09 1 20 0.10 1.80 1 E5.95 SB92 SODA SYSTEM (20) 8 9 WALL WASH LIGHTS 20 1 1 20 #4 KIDDIE RIDE (20) 10 11 SB24 FREEZER 20 20 2 1 20 19 SPACE AND PROVISION SPARE (20) 12 13 SPACE AND PROVISION 12 SPACE AND PROVISION 1.09 1.44 0.15 1 20 SPACE AND PROVISION SPARE (20) 14 15 SB84 ICE FLAKER (18) 15 1 1 20 10.85 90 KVA IKVA ONLY. SPARE 20 16 17 SB88 SCALE 15 1 1 20 17 SPACE AND PROVISION SPARE 20 18 19 SPARE 20 20 1 0.54 0.36 INTEGRAL 2 SPACE AND PROVISION 20 21 RECEPTACLES (20) 20 1 SPACE AND PROVISION SPACE AND PROVISION 22 23 RECEPTACLES 20) 20 1 _ SPACE AND PROVISION SPACE AND PROVISION 24 251 1.94 9.65 1.72 10.85 1.82 1 9.98 24 TOTAL 1.94 PER NEC ARTICLE 220 16 TOTAL LOAD 5.48 FEEDER LOAD 3.64 NOTE: CIRCUITS PREWIRED BY OTHERS. SHOWN FOR INFORMATION 1.72 14 KVA KVA ONLY. 1.82 15 15 r 10 26 27 PANEL LC2 (1) (20) (8) 60 3 3 100 (8) PANEL 1_01 28 291 1 1 1 1 1 130 TOTAL PER NEC ARTICLE 220 TOTAL LOAD FEEDER LOAD 16.80 17.77 140 148 50.46 KVA 36.85 KVA 15.89 132 140 102 KVA AMPS AMPS AMPS LC1 BY OTHERS) SERVES: SODA FOUNTAIN EQUIP. LOCATION: SODA FOUNTAIN CABINET PANEL PROVIDED WITH CABINET CEILING FAN PANELBOARD FIXTURE SCHEDULE CR CORD REEL 208/12OV, 3 PH, 4W 100A, M. L. 0. 10,000 AIC GROUND BUS FLUSH MOUNT DESCRIPTION WIRE BRKRPL KVA EXHAUST FAN PLBRKR WIRE DESCRIPTION VA A B C 1 SB02 POPCORN MACHINE 15 1 1.86 2.34 0.48 2.34 0.30 1 1.50 2 30 #10 S1301 ICEE MACHINE 2 3 SB11 SOUP WARMER 15 1 1.34 1 0.48 1 15 4 5 SB05 HOT DOG BUN WARMER 15 Ill 11 20 3 SBO3 POS STATION (1) ISBO4 HOT DOG GRILLE 6 7 SB87 COOKIE OVEN 20 1 1.36 2.20 1 2.08 0.15 T 2.08 11 25 #10 SB09 COFFEE BREWER 8 9 SPACE AND PROVISION 21 20 RECESSED SB16 MICROWAVE OVEN 10 11 SBO6 PRETZEL DISPLAY 20 1 THOMAS _ 12 13 SB08 DECAF WARMER 15 1 0.10 1.80 1 E5.95 5.95 1 15 8'-0" AFF SB86 CAPPACCINO MACHINE 14 15 SPACE AND PROVISION 2 60 #4 SB85 FLASH BAKE OVEN 16 17 SPACE AND PROVISION SPACE AND PROVISION 10 11 SPACE AND PROVISION 18 19 SPACE AND PROVISION WALL WASHER A,C 97 SPACE AND PROVISION 12 SPACE AND PROVISION 20 21 SPACE AND PROVISION 60 6OW PAR38 HIR/FL SPACE AND PROVISION 22 23 SPACE AND PROVISION 8" DOWN LIGHT SPACE SPACE AND PROVISION 24 TOTAL 9.65 PER NEC ARTICLE 220 80 TOTAL LOAD 30.48 FEEDER LOAD 19.81 NOTE: CIRCUITS PREWIRED BY OTHERS. SHOWN FOR INFORMATION 10.85 90 KVA IKVA ONLY. 9.98 83 85 55 KVA AMPS AMPS AMPS 200 N/A LC2 BY OTHERS) SERVES: SODA FOUNTAIN EQUIP. LOCATION: SODA FOUNTAIN CABINET PANEL PROVIDED WITH CABINET FLUSH MOUNT CEILING FAN PANELBOARD FIXTURE SCHEDULE CR CORD REEL 208/12OV, 3 PH, 4W 100A, M. L. 0. 10,000 AIC GROUND BUS ISOLATED GROUND BUS DESCRIPTION WIRE BRKRPL EXHAUST FAN CATALOG NUMBER GROUND PLBRKR VA WIRE ISOLATED GROUND DESCRIPTION DESCRIPTION A B I C 1 SB73 PIZZA DISPLAY 16 20 1 1.79 0.15 0.24 0.70 1.34 1 0.48 1 15 INTEGRAL SB88 SCALE 2 3 SBO3 POS STATION (1) 20 1 1 20 O SB82 ICE CREAM DISPLAY 4 5 ISB80 MILK SHAKE MIXER 20 1 11 20 RECESSED 51381 SODA DISPENSER 6 7 SPACE AND PROVISION THOMAS M2579-80 0.78 120 1 20 1 SPARE 8'-0" AFF PENDANT LIGHT 8 9 SB83 FOUNTAINETTE 15 1 CF82HL26QU-T465 120 SPACE AND PROVISION 10 11 SPACE AND PROVISION RECESSED WALL WASHER A,C 97 SPACE AND PROVISION 12 13 SPACE AND PROVISION 120 60 6OW PAR38 HIR/FL 1 RECESSED 8" DOWN LIGHT SPACE AND PROVISION 14 15 SPACE AND PROVISION BLADES 120 200 N/A SPACE AND PROVISION 16 17 SPACE AND PROVISION A,D 99 DUAL -LITE LZW2D1 SPACE AND PROVISION 18 19 SPACE AND PROVISION INTEGRAL 2 L EMERGENCY BATTERY UNIT A,C LIGHT FIXTURE SCHEDULE NOTES: A. ALL LAMPS IN FOOD SERVCE AREA SHALL BE SHATTERPROOF OR PROVIDED WITH LENS. B. FIXTURES UTILIZE A BATTERY BACKUP SYSTEM AND SHALL NOT BE SWITCHED. C. FIXTURES PROVIDED BY WAL-MART. CONTACT HUNZICKER LIGHING (JOHN DEAN - 800-324-1026) FOR PROCUREMENT . THE STORAGE OF THESE FIXTURES IS THE RESPONSIBILITY OF THE CONTRACTOR. D. FIXTURES PROVIDED BY CONTRACTOR. THE STORAGE OF THESE FIXTURES IS THE RESPONSIBILITY OF THE CONTRACTOR. SPACE AND PROVISION 20 21 SPACE AND PROVISION SPACE AND PROVISION 22 23 SPACE AND PROVISION SPACE AND PROVISION 24 TOTAL 1.94 PER NEC ARTICLE 220 16 TOTAL LOAD 5.48 FEEDER LOAD 3.64 NOTE: CIRCUITS PREWIRED BY OTHERS. SHOWN FOR INFORMATION 1.72 14 KVA KVA ONLY. 1.82 15 15 r 10 KVA AMPS AMPS AMPS EMS GENERAL NOTES 1. ALL EMS WIRING & CABLES SHALL BE RUN IN CONDUIT WHERE THEY ARE BELOW BAR JOIST LEVEL OR WOULD BE EXPOSED TO VIEW FROM THE SALES FLOOR. IN OTHER AREAS THEY MAY BE STRUNG ALONG OR PERPENDICULAR TO BAR JOISTS, IF SUPPORTED AT LEAST EVERY 6' BY WIRE TIES TO A BAR JOIST, CONDUIT, OR PIPE. 2. WHERE APPLICABLE, ALL EMS CONDUIT IN SALES AREA SHALL BE CONCEALED (I.E. ROUTED UNDER CASES, THRU TUNNELS, WALLS, PIPE RACKS AND/OR CHASES). 3• ALL EMS CABLES/WIRING TO BE IDENTIFIED ON EACH END OF CABLE RUN, 4. ALL EMS CONDUIT, CABLES, AND WIRING SHALL BE INSTALLED AND CONNECTED BY ENERGY MANAGEMENT CONTRACTOR (EMC). 5. EMC SHALL COORDINATE WITH OTHER TRADES TO INSTALL ONLY CODE APPROVED PENETRATIONS OF FIRE WALLS. 6. NOVAR RESERVES THE RIGHT TO CHANGE AND/OR MODIFY ANY/ALL COMPONENTS AND TO MAKE CHANGES TO EQUIPMENT DESIGN. REFER TO NOVAR EQUIPMENT INSTALLATION INSTRUCTIONS FOR CURRENT LAYOUT AND CONFIGURATION. 7. MINOR CHANGES IN MATERIALS OR TERMINATION POINTS SHALL, IN NO CASE, CAUSE INCREASE IN COST TO OWNER OR SERVE CAUSE TO GENERATE CHANGE ORDER PAPERWORK. NO CHANGE ORDER IN INSTALLATION OR TERMINATION OF EMS EQUIPMENT DESIGNATED ON DRAWINGS SHALL BE ACCEPTED BY WAL-MART OR NOVAR. 8. EMC SHALL MAKE ALL TERMINATIONS IN ACCORDANCE WITH WAL-MART AND NOVAR INSTALLATION INSTRUCTIONS, NO MORE THAN 3" OF WIRES) SHALL BE EXPOSED AND HEAT SHRINK TUBING SHALL COVER THE END OF THE INSULATING JACKET OF ALL EMS CABLES, NO FOIL OR UNUSED WIRE(S) SHALL BE EXPOSED AFTER APPLICATION OF HEAT SHRINK TUBING. 9. ZONE TEMPERATURE SENSOR (S -X); EMC. SHALL INSTALL EACH ZONE TEMPERATURE SENSOR IN SAME LOCATION AS EXISTING THERMOSTATS OR AS SHOWN ON PLAN (ONE PER RTU) ON A 2 X 4 JUNCTION BOX WITH STAINLESS STEEL COVER. THE BOX SHALL BE MOUNTED HORIZONTALLY 84" A.F.F. ON COLUMN OR WALL AS INDICATED ON PLANS. EMC SHALL INSTALL CABLES IN 1/2" CONDUIT FROM SENSOR TO CORRESPONDING RTU OR IOM. RE: 2-E1, 2-E2, 3-E2. 10. EMC SHALL MOUNT ALL SALES FLOOR SENSORS AS SHOWN. EMC SHALL COORDINATE WITH AFFECTED TRADES TO ENSURE PROPER INSTALLATION OF SENSORS, RE: 2-E1, 2-E2, 3-E2. 11. ALL SENSORS NOTED AS EXISTING TO REMAIN (ETR), EMC SHALL VERIFY THAT SENSOR IS OPERATIONAL, 12. NO SPLICING WILL BE ALLOWED OF EXISTING NOVAR WIRING. IF EXISTING WIRING IS NOT LONG ENOUGH TO REACH NEW UNITS, NEW WIRING MUST BE PULLED FROM SOURCE, 13. FIELD LOCATE ALL TEMPERATURE SENSORS AND CONNECT TO NEW ETM CONTROLLERS LOCATED ON NEW ROOFTOP UNITS. VERIFY ALL SENSOR LOCATIONS WITH WAL-MART CONSTRUCTION MANAGER. PANELBOARD NOTES (1) TERMINATE GROUND ON ISOLATED GROUND BUS. (2) INSTALL LOCKING DEVICE (LOCK -OFF FOR MAINTENANCE). (3) INSTALL LOCKING DEVICE (LOCK -ON FOR CRITICAL LOAD). (4) GFI BREAKER. (5) REFER TO SITE LIGHTING PLAN FOR WIRE SIZES. (6) CONDUCTOR SIZE HAS BEEN INCREASED FOR VOLTAGE DROP. SIZE EQUIPMENT GROUNDING CONDUCTOR PROPORTIONATELY PER NEC. (7) REFER TO ONE -LINE DIAGRAM FOR AVAILABLE FAULT CURRENT FOR INTERRUPT RATINGS. (8) REFER TO ONE -LINE DIAGRAM FOR WIRE SIZES. (9) FACTORY WIRED TO LOAD. (10) BREAKER SHALL BE HIGH MAGNETIC TYPE. (11) NEW PANEL TO REPLACE EXISTING PANEL WITH THE SAME NAME. NEW PANEL POPULATION WAS DETERMINED BY ORIGINAL CONSTRUCTION DRAWINGS, E.C. SHALL VERIFY THAT ALL EXISTING BRANCH CIRCUITS ARE EXTENDED TO NEW PANEL LOCATION. E.C. SHALL VERIFY CONDITION OF EXISTING BRANCH CIRCUIT CONDUIT AND WIRE TO EXTEND PRIOR TO USE, TO INSURE THAT THEY MEET ALL U.L. RATINGS AND REPLACE AS REQUIRED. (12) ROUTE CIRCUIT THROUGH "SWEATMISER PANEL" (13) EXISTING CIRCUIT TO REMAIN. (14) ROUTE CIRCUIT THROUGH NEW CONTACTOR REF 1-E4, 1-EM2 (15) PROVIDE INTERLOCK WIRING WITH EXHAUST HOOD ANSUL SYSTEM. (16) CIRCUIT TO BE RELOCATED FROM EXISTING PANELBOARD. (17) INSTALL HACR RATED BREAKER. (18) HACK CIRCUIT BREAKER. (19) EXISTING PANELBOARD TO BE RELOCATED TO NEW LOCATION INDICATED ON PLAN. ALL CIRCUIT BREAKERS ARE NEW UNLESS NOTED OTHERWISE. CAREFULLY RELOCATE AND INSTALL TO INSURE THE INTEGRITY AND U.L. RATING. (20) EXISTING CIRCUIT BREAKER TO REMAIN. VERIFY CONDITION TO INSURE THAT IT IS OPERATIONAL AND MEETS ALL U.L. RATINGS GENERAL NOTES 1. FURNISH AND INSTALL ALL MATERIALS FOR A COMPLETE INSTALLATION IN ALL RESPECTS READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH NEC, STATE AND LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. ARRANGE ALL WORK TO KEEP DISRUPTIONS TO STORE OPERATION TO A MINIMUM. COORDINATE ANY DISRUPTIONS WITH WAL-MART CONSTRUCTION MANAGER. COORDINATE BETWEEN EXISTING AND NEW CONSTRUCTION. E.C. SHALL PAY FOR ALL NECESSARY FEES AND PERMITS. 2. E.C. SHALL VERIFY THAT THE PANELBOARDS USED TO SUPPLY POWER TO THE NEW LOADS HAVE THE SPACE AND AMPACITY TO DO SO PRIOR TO ROUGH -IN. 3. DEMOLITION: ELECTRICAL CONTRACTOR SHALL PROVIDE ELECTRICAL DEMOLITION OF AREAS AFFECTED BY THE RENOVATION. REMOVE CONDUITS AND WIRES ALL THE WAY BACK TO ORIGINATING JUNCTION BOXES OR PANELS. DEMOLITION SHALL NOT AFFECT ACTIVE CIRCUITS. LABEL CIRCUIT IN PANELS AS SPARE. 4. NEW CIRCUITS: NEW ELECTRICAL CIRCUITS FOR THIS PROJECT SHALL BE ROUTED TO PANELBOARD AS INDICATED ON DRAWINGS. NO CIRCUITRY WILL BE ALLOWED TO BE ROUTED ACROSS THE ROOF OR THE EXTERIOR SIDE OF THE EXTERIOR WALLS. 5. EXISTING CIRCUITS: 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 OPERATION. EXISTING CIRCUITS: E.C. SHALL TRACE ALL ELECTRICAL CIRCUITS FOR ALL EXISTING ELECTRICAL PANELBOARDS AFFECTED BY NEW WORK AND PROVIDE LEGIBLE TYPEWRITTEN .CIRCUIT DIRECTORIES IDENTIFYING LOAD(S) ON EACH CIRCUIT MOUNTED UNDER CLEAR PLASTIC COVER INSIDE A DIRECTORY HOLDER. 6. UNDERGROUND SERVICES: IF NEW CONSTRUCTION DISRUPTS 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 PROPER OPERATION. 7, ALL CUTTING AND PATCHING OF WALL AND FLOORS FOR ELECTRICAL EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. COORDINATE WITH WAL-MART CONSTRUCTION MANAGER PRIOR TO CUTTING WALLS AND FLOORS. 8. FIRE WALL PENETRATIONS, INSTALL O.Z./GEDNEY CFS SERIES 3 -HOUR FIRE SEAL OR EQUAL WHERE CONDUITS PENETRATE FIRE WALL. 9. ALL PANELBOARDS SHOWN ON PLAN ARE EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. 10. ALL WIRING SHALL BE #12 AWG UNLESS NOTED OTHERWISE. 11. 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" 12. E.C. SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR EFFECTIVE THE DAY THE PROJECT IS ACCEPTED BY THE OWNER, 13. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE 1999 NATIONAL ELECTRICAL CODE AND ALL LOCAL AND STATE CODES. ELECTRICAL ABBREVIATIONS CF CEILING FAN LIGHTING FIXTURE SCHEDULE CR CORD REEL CW NUMBER VENDOR EXHAUST FAN CATALOG NUMBER GROUND VOLTS VA LAMP (PHILIPS) ISOLATED GROUND MOUNTING DESCRIPTION NOTES ORDER NUMBER QTY 16 DUAL -LITE RADIANT HEATER LXURWEI UNIT HEATER 120/277 4 INTEGRAL WATER HEATER WP SURFACE LED EXIT SIGN W/ EMERG BATTERY B,C 94 CAPRI O CIND6-1502 M1 -CLEAR LC) 120 90 90PAR38/HAL/FL28 1 RECESSED 6" DOWN LIGHT A,C 95 THOMAS M2579-80 w 120 100 100A/WL 24/4 1 8'-0" AFF PENDANT LIGHT A,C 96 CAPRI CF82HL26QU-T465 120 52 26W QUAD 2 RECESSED WALL WASHER A,C 97 CAPRI CIND8 RMS50CLR 120 60 6OW PAR38 HIR/FL 1 RECESSED 8" DOWN LIGHT A,C 98 HUNTER CLASSIC BLACK #23855 W/ OAK BLADES 120 200 N/A ADJ. STEM CEILING FAN MIN, 42" BLADE A,D 99 DUAL -LITE LZW2D1 120/277 20 INTEGRAL 2 SURFACE EMERGENCY BATTERY UNIT A,C LIGHT FIXTURE SCHEDULE NOTES: A. ALL LAMPS IN FOOD SERVCE AREA SHALL BE SHATTERPROOF OR PROVIDED WITH LENS. B. FIXTURES UTILIZE A BATTERY BACKUP SYSTEM AND SHALL NOT BE SWITCHED. C. FIXTURES PROVIDED BY WAL-MART. CONTACT HUNZICKER LIGHING (JOHN DEAN - 800-324-1026) FOR PROCUREMENT . THE STORAGE OF THESE FIXTURES IS THE RESPONSIBILITY OF THE CONTRACTOR. D. FIXTURES PROVIDED BY CONTRACTOR. THE STORAGE OF THESE FIXTURES IS THE RESPONSIBILITY OF THE CONTRACTOR. EMS GENERAL NOTES 1. ALL EMS WIRING & CABLES SHALL BE RUN IN CONDUIT WHERE THEY ARE BELOW BAR JOIST LEVEL OR WOULD BE EXPOSED TO VIEW FROM THE SALES FLOOR. IN OTHER AREAS THEY MAY BE STRUNG ALONG OR PERPENDICULAR TO BAR JOISTS, IF SUPPORTED AT LEAST EVERY 6' BY WIRE TIES TO A BAR JOIST, CONDUIT, OR PIPE. 2. WHERE APPLICABLE, ALL EMS CONDUIT IN SALES AREA SHALL BE CONCEALED (I.E. ROUTED UNDER CASES, THRU TUNNELS, WALLS, PIPE RACKS AND/OR CHASES). 3• ALL EMS CABLES/WIRING TO BE IDENTIFIED ON EACH END OF CABLE RUN, 4. ALL EMS CONDUIT, CABLES, AND WIRING SHALL BE INSTALLED AND CONNECTED BY ENERGY MANAGEMENT CONTRACTOR (EMC). 5. EMC SHALL COORDINATE WITH OTHER TRADES TO INSTALL ONLY CODE APPROVED PENETRATIONS OF FIRE WALLS. 6. NOVAR RESERVES THE RIGHT TO CHANGE AND/OR MODIFY ANY/ALL COMPONENTS AND TO MAKE CHANGES TO EQUIPMENT DESIGN. REFER TO NOVAR EQUIPMENT INSTALLATION INSTRUCTIONS FOR CURRENT LAYOUT AND CONFIGURATION. 7. MINOR CHANGES IN MATERIALS OR TERMINATION POINTS SHALL, IN NO CASE, CAUSE INCREASE IN COST TO OWNER OR SERVE CAUSE TO GENERATE CHANGE ORDER PAPERWORK. NO CHANGE ORDER IN INSTALLATION OR TERMINATION OF EMS EQUIPMENT DESIGNATED ON DRAWINGS SHALL BE ACCEPTED BY WAL-MART OR NOVAR. 8. EMC SHALL MAKE ALL TERMINATIONS IN ACCORDANCE WITH WAL-MART AND NOVAR INSTALLATION INSTRUCTIONS, NO MORE THAN 3" OF WIRES) SHALL BE EXPOSED AND HEAT SHRINK TUBING SHALL COVER THE END OF THE INSULATING JACKET OF ALL EMS CABLES, NO FOIL OR UNUSED WIRE(S) SHALL BE EXPOSED AFTER APPLICATION OF HEAT SHRINK TUBING. 9. ZONE TEMPERATURE SENSOR (S -X); EMC. SHALL INSTALL EACH ZONE TEMPERATURE SENSOR IN SAME LOCATION AS EXISTING THERMOSTATS OR AS SHOWN ON PLAN (ONE PER RTU) ON A 2 X 4 JUNCTION BOX WITH STAINLESS STEEL COVER. THE BOX SHALL BE MOUNTED HORIZONTALLY 84" A.F.F. ON COLUMN OR WALL AS INDICATED ON PLANS. EMC SHALL INSTALL CABLES IN 1/2" CONDUIT FROM SENSOR TO CORRESPONDING RTU OR IOM. RE: 2-E1, 2-E2, 3-E2. 10. EMC SHALL MOUNT ALL SALES FLOOR SENSORS AS SHOWN. EMC SHALL COORDINATE WITH AFFECTED TRADES TO ENSURE PROPER INSTALLATION OF SENSORS, RE: 2-E1, 2-E2, 3-E2. 11. ALL SENSORS NOTED AS EXISTING TO REMAIN (ETR), EMC SHALL VERIFY THAT SENSOR IS OPERATIONAL, 12. NO SPLICING WILL BE ALLOWED OF EXISTING NOVAR WIRING. IF EXISTING WIRING IS NOT LONG ENOUGH TO REACH NEW UNITS, NEW WIRING MUST BE PULLED FROM SOURCE, 13. FIELD LOCATE ALL TEMPERATURE SENSORS AND CONNECT TO NEW ETM CONTROLLERS LOCATED ON NEW ROOFTOP UNITS. VERIFY ALL SENSOR LOCATIONS WITH WAL-MART CONSTRUCTION MANAGER. PANELBOARD NOTES (1) TERMINATE GROUND ON ISOLATED GROUND BUS. (2) INSTALL LOCKING DEVICE (LOCK -OFF FOR MAINTENANCE). (3) INSTALL LOCKING DEVICE (LOCK -ON FOR CRITICAL LOAD). (4) GFI BREAKER. (5) REFER TO SITE LIGHTING PLAN FOR WIRE SIZES. (6) CONDUCTOR SIZE HAS BEEN INCREASED FOR VOLTAGE DROP. SIZE EQUIPMENT GROUNDING CONDUCTOR PROPORTIONATELY PER NEC. (7) REFER TO ONE -LINE DIAGRAM FOR AVAILABLE FAULT CURRENT FOR INTERRUPT RATINGS. (8) REFER TO ONE -LINE DIAGRAM FOR WIRE SIZES. (9) FACTORY WIRED TO LOAD. (10) BREAKER SHALL BE HIGH MAGNETIC TYPE. (11) NEW PANEL TO REPLACE EXISTING PANEL WITH THE SAME NAME. NEW PANEL POPULATION WAS DETERMINED BY ORIGINAL CONSTRUCTION DRAWINGS, E.C. SHALL VERIFY THAT ALL EXISTING BRANCH CIRCUITS ARE EXTENDED TO NEW PANEL LOCATION. E.C. SHALL VERIFY CONDITION OF EXISTING BRANCH CIRCUIT CONDUIT AND WIRE TO EXTEND PRIOR TO USE, TO INSURE THAT THEY MEET ALL U.L. RATINGS AND REPLACE AS REQUIRED. (12) ROUTE CIRCUIT THROUGH "SWEATMISER PANEL" (13) EXISTING CIRCUIT TO REMAIN. (14) ROUTE CIRCUIT THROUGH NEW CONTACTOR REF 1-E4, 1-EM2 (15) PROVIDE INTERLOCK WIRING WITH EXHAUST HOOD ANSUL SYSTEM. (16) CIRCUIT TO BE RELOCATED FROM EXISTING PANELBOARD. (17) INSTALL HACR RATED BREAKER. (18) HACK CIRCUIT BREAKER. (19) EXISTING PANELBOARD TO BE RELOCATED TO NEW LOCATION INDICATED ON PLAN. ALL CIRCUIT BREAKERS ARE NEW UNLESS NOTED OTHERWISE. CAREFULLY RELOCATE AND INSTALL TO INSURE THE INTEGRITY AND U.L. RATING. (20) EXISTING CIRCUIT BREAKER TO REMAIN. VERIFY CONDITION TO INSURE THAT IT IS OPERATIONAL AND MEETS ALL U.L. RATINGS GENERAL NOTES 1. FURNISH AND INSTALL ALL MATERIALS FOR A COMPLETE INSTALLATION IN ALL RESPECTS READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH NEC, STATE AND LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. ARRANGE ALL WORK TO KEEP DISRUPTIONS TO STORE OPERATION TO A MINIMUM. COORDINATE ANY DISRUPTIONS WITH WAL-MART CONSTRUCTION MANAGER. COORDINATE BETWEEN EXISTING AND NEW CONSTRUCTION. E.C. SHALL PAY FOR ALL NECESSARY FEES AND PERMITS. 2. E.C. SHALL VERIFY THAT THE PANELBOARDS USED TO SUPPLY POWER TO THE NEW LOADS HAVE THE SPACE AND AMPACITY TO DO SO PRIOR TO ROUGH -IN. 3. DEMOLITION: ELECTRICAL CONTRACTOR SHALL PROVIDE ELECTRICAL DEMOLITION OF AREAS AFFECTED BY THE RENOVATION. REMOVE CONDUITS AND WIRES ALL THE WAY BACK TO ORIGINATING JUNCTION BOXES OR PANELS. DEMOLITION SHALL NOT AFFECT ACTIVE CIRCUITS. LABEL CIRCUIT IN PANELS AS SPARE. 4. NEW CIRCUITS: NEW ELECTRICAL CIRCUITS FOR THIS PROJECT SHALL BE ROUTED TO PANELBOARD AS INDICATED ON DRAWINGS. NO CIRCUITRY WILL BE ALLOWED TO BE ROUTED ACROSS THE ROOF OR THE EXTERIOR SIDE OF THE EXTERIOR WALLS. 5. EXISTING CIRCUITS: 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 OPERATION. EXISTING CIRCUITS: E.C. SHALL TRACE ALL ELECTRICAL CIRCUITS FOR ALL EXISTING ELECTRICAL PANELBOARDS AFFECTED BY NEW WORK AND PROVIDE LEGIBLE TYPEWRITTEN .CIRCUIT DIRECTORIES IDENTIFYING LOAD(S) ON EACH CIRCUIT MOUNTED UNDER CLEAR PLASTIC COVER INSIDE A DIRECTORY HOLDER. 6. UNDERGROUND SERVICES: IF NEW CONSTRUCTION DISRUPTS 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 PROPER OPERATION. 7, ALL CUTTING AND PATCHING OF WALL AND FLOORS FOR ELECTRICAL EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. COORDINATE WITH WAL-MART CONSTRUCTION MANAGER PRIOR TO CUTTING WALLS AND FLOORS. 8. FIRE WALL PENETRATIONS, INSTALL O.Z./GEDNEY CFS SERIES 3 -HOUR FIRE SEAL OR EQUAL WHERE CONDUITS PENETRATE FIRE WALL. 9. ALL PANELBOARDS SHOWN ON PLAN ARE EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. 10. ALL WIRING SHALL BE #12 AWG UNLESS NOTED OTHERWISE. 11. 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" 12. E.C. SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR EFFECTIVE THE DAY THE PROJECT IS ACCEPTED BY THE OWNER, 13. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE 1999 NATIONAL ELECTRICAL CODE AND ALL LOCAL AND STATE CODES. ELECTRICAL ABBREVIATIONS CF CEILING FAN CO CHECK OUT CR CORD REEL CW CASH/WRAP EF EXHAUST FAN G,GND GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER IG ISOLATED GROUND NL NIGHT LIGHT R.E.C. REFRIGERATION ELECTRICAL CONTRACTOR RK RACK RECEPTACLE RH RADIANT HEATER UH UNIT HEATER UNO UNLESS NOTED OTHERWISE WH WATER HEATER WP WEATHER PROOF XFER TRANSFER XFMR TRANSFORMER 20A WIRE SIZING SCHEDULE ALL WIRE SIZES SHOWN ON PANEL SCHEDULES 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. 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, 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. FEEDER SCHEDULE 65 60A, (4)#4; (1)#10G, (1)#10 ISO GND 1-1/4" C 104 100A, (4)#1, (1)#80, 1-1/2" C 155 1 150A, (4)#1/0, (1)#6G, (1)#6 IG 1-1/2" C Z Owwu Q Im i�rtJaao• w_zoh'R z o zu ria w 0-4 E ik 1 3 W it � r LAJ U o� D L o< -a ra- o 8 �azN� _ w wV)2 ¢aQaw z 8 V) (c): 1,)w10 O U�4W w� 0 c�aooaW,(o°'¢zz¢ zona ma WHLa InFaB¢ as a)a--~�� UVZN_J azzoawF ww�ooaw a 000 w wowlFa+.l.xa:Fuw-on.w U) Nv)L 'o nozwawEDp ISSUE BLOCK CHECKED BY: VGM DRAWN BY: MVH DOCUMENT DATE: 03/03/03 ELECTRICAL SCHEDULES CD CD r� CD o O O O 4r,� O LC) � m W o o � z O W w F:� n O Q ISSUE BLOCK CHECKED BY: VGM DRAWN BY: MVH DOCUMENT DATE: 03/03/03 ELECTRICAL SCHEDULES