Loading...
HomeMy WebLinkAbout7631 Gall Blvd (20)U C8 if 4; 1' , ' 14;11 IL to, *04 EXISTING SQ FT: 205)831 ZEPHYRHILLS, FL ' DATE: 01/30/14 STORE NO.: 0706 2014 GENERAL REMODEL PROTO: 192 SC DRAWING INDEX It .140 : T Cl COVER SHEET FIRE N1 GENERAL INFORMATION FP1 OVERALL FIRE SPRINKLER PLAN FP2 ENLARGED FIRE SPRINKLER PLAN ARCHITECTURAL FP3 FIRE PROTECTION DETAILS SP1 SITE PLAN FP4 STOCKROOM HYDRAULIC PLACARD INFORMATION D1 DEMOLITION PLAN Al FLOOR PLAN MECHANICAL A1.1 INTERIOR FINISH PLAN AND DETAILS MP1 MECHANICAL AND PLUMBING PLAN A2 EXTERIOR ELEVATIONS M1 MECHANICAL PLAN A2.1 EXTERIOR SIGNAGE MAC1 AUTO CENTER MECHANICAL PLANS A5 ENLARGED PLANS ELEVATIONS AND DETAILS MAC2 AUTO CENTER MECHANICAL DETAILS A5.1 RESTROOM PLANS AND DETAILS MAC2.1 AST TANK VENT PIPE DETAILS A7 ROOM FINISH SCHEDULE A9 CASEWORK PLUMBING AC1 AUTO CENTER PLANS AND DETAILS P1 PARTIAL PLUMBING PLANS RXPFC PAINT FIX CLEAN (PFC) PLAN AND DETAILS P2 PLUMBING DETAILS VCREF REFRESH WMVC PLAN AND DETAILS P3 PLUMBING SCHEDULES GA1 FRONT GROCERY PLAN P3.1 PLUMBING SCHEDULES GA2 GROCERY DETAILS GP1 GROCERY PLUMBING PLAN BUILDING CODE SUMMARY NAME OF PROJECT STREET ADDRESS: PROPOSED USE: ZEPHYRHILLS, FL 7631 GALL BLVD. RETAIL CODES: BUILDING CODE: 2010 FLORIDA BUILDING CODE MECHANICAL CODE: 2010 FLORIDA MECHANICAL CODE PLUMBING CODE: 2010 FLORIDA PLUMBING CODE ELECTRICAL CODE: 2008 NEC FIRE CODE: 2010 FLORIDA FIRE PREVENTION CODE ACCESSIBILITY CODE: 2012 FLORIDA ACCESSIBILITY CODE OCCUPANCY: M-MERCANTILE; WHOLESALE OR RETAIL STORE(MAIN USE) - SECT. 309.1 S1-STORAGE AREA; MOTOR VEHICLE SERVICE STATION AND RECEIVING AND STOCKROOMS (MIXED USE) - SECT. 311.2 A2-ASSEMBLY USE; BREAKROOM AND FOOD TENANT(ACCESSORY TO MAIN USE) - SECT. 303.1 B-BUSINESS; NON FOOD TENANT (ACCESSORY TO MAIN USE) - SECT. 304.1 TYPE OF CONSTRUCTION: V-B PER SECT. 602.5 AND TABLES 601 AND 602 ALLOWABLE AREA: UNLIMITED SECTION 507.3 FIRE PROTECTION: BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND IS SURROUNDED ON ALL SIDES BY 60 FEET MINIMUM OF PERMANENT OPEN SPACE. UNLIMITED AREA CRITERIA IS APPLICABLE. REFRIGERATION GR1 GROCERY REFRIGERATION PLAN GR2 REFRIGERATION DETAILS GR3 REFRIGERATION LEGENDS ELECTRICAL E1 LIGHTING PLAN E2 POWER PLAN E2.1 ENLARGED POWER PLANS E3 ELECTRICAL DETAILS E4 ELECTRICAL ONE -LINE DETAILS AND SCHEDULES E4.1 PANELBOARD SCHEDULES E4.2 PANELBOARD SCHEDULES E5 TLE ELECTRICAL PLANS REM1 REFRIGERATION ENERGY MANAGEMENT PLAN RE1 REFRIGERATION ELECTRICAL PLAN GE1 GROCERY LIGHTING PLANS GE2 GROCERY POWER PLANS STRUCTURAL RACKING FXS1 RACK AND SHELVING ANCHORAGE PLAN AND GENERALNOTES FXS2 RACK AND SHELVING ANCHORAGE DETAILS ae t. �s x .,x 1 w,. .z a .� �.� i �J � s.. ,. ,•' � .. 4' �)' s4'• .. e , ... ., a .c f.N;, ... .... u....., .. r :;,. r r rr �3s�+u ;.sfi'• ,� x �: .:� �zt P �,f "r 'i F p VLru ) - �y_ 3n,� KELt1EW DATE MAR 14 2014 ALL WORK SHALL COMPLY W CITY OF IMYF,.HILL. PREVAILIN ITHALL I G CODES, FLORIDA BUILDING �� PIrv�N XA ODE, NATIONAL ELECTRIC COD a - 'ITY OF ZEPHYRHILLS E AND 1 A 1 hh ORDINANCES SITE VICINITY MAP GENERAL SCOPE OF WORK EXTERIOR SURFACES: CLEAN, PREP AND PAINT INTERIOR WALLS: CLEAN, PREP AND PAINT PHARMACY: PAINT, FIX AND CLEAN AS NOTED PHOTO LAB: EXISTING TO REMAIN GARDEN CENTER: REFURBISH AS NOTED RESTROOMS: REFURBISH AS NOTED VARIOUS OFFICES: EXISTING TO REMAIN BREAK ROOM: REFURBISH AS NOTED CUSTOMER SERVICE: REMODEL AS NOTED DOORS: REPAIR/REPLACE AS NOTED FLOOR TILE: REPAIR/REPLACE AS NOTED GROCERY: REMODEL, REPAIR/REPLACE EQUIPMENT AS NOTED ENTRY VESTIBULE: REFURBISH AS NOTED ROOF: REVISE VENTS AS NOTED SIGNAGE: INSTALL AS NOTED AUTO CENTER: REFURBISH AS NOTED VISION CENTER: PAINT, FIX AND CLEAN AS NOTED SITE TO STORE: REFURBISH AS NOTED GENERAL NOTES 1. BUILDING WILL BE FULLY SPRINKLERED AS REQUIRED BY CONTRACT DOCUMENTS, SUBMIT FIRE SPRINKLER SYSTEM DRAWINGS AND CALCULATIONS TO AUTHORITIES HAVING JURISDICTION (FIRE DEPARTMENT, FIRE MARSHAL, ETC). OBTAIN ALL APPROVALS PRIOR TO FABRICATION OR INSTALLATION. 2. OWNER WILL PROVIDE, OR HAS ALREADY PROVIDED, FIRE EXTINGUISHERS IN ACCORDANCE WITH NFPA 10. AUTHORITY HAVING JURISDICTION WILL APPROVE FINAL FIRE EXTINGUISHER LOCATIONS. 3. WAL-MART'S ALARM CENTRALS ENGINEERING TEAM HAS CONTACTED THE AUTHORITY HAVING JURISDICTION FOR PRE -PLAN DATA ABOUT STATE AND LOCAL REQUIREMENTS THAT DIFFER FROM THE NATIONALLY PUBLISHED CODES AND STANDARDS. A COMPLETE SITE SPECIFIC SUBMITTAL IS BEING MADE DIRECTLY TO THE AUTHORITY HAVING JURISDICTION. QUESTIONS SHOULD BE DIRECTED TO 1-800-530-9924, OPTION 3. 4. THE MAXIMUM STORAGE HEIGHT IS TWELVE FEET EXCEPT IN THE GENERAL MERCHANDISE RECEIVING AREA IMMEDIATELY ADJACENT TO THE DOCK DOORS. THE STOCKROOM WILL HAVE A STACKING HEIGHT OF 15 FEET OF CLASS I -IV COMMODITIES IN FIXED, SINGLE AND DOUBLE ROW RACKS. THE STACKING HEIGHT OF THE ROLLING RACK AREA WILL NOT EXCEED 12 FEET. 5. REFER TO SPECIFICATION SECTIONS 01600 - PRODUCT REQUIREMENTS AND SECTION 01640 - OWNER FURNISHED EQUIPMENT. THESE SECTIONS INCLUDE SPECIFIC INFORMATION REGARDING ITEMS AND SERVICES TO BE FURNISHED AND INSTALLED BY INDIVIDUALS OTHER THAN THE GENERAL CONTRACTOR. 6. CONTACT WAL-MART ROOFING MAINTENANCE VIA EMAIL AT ROOFPM@WAL-MART.COM FOR APPROVED BONDED ROOFERS. NO EXCEPTIONS. 7. REINSTALL ALL FIRE EXTINGUISHERS IMMEDIATELY FOLLOWING COMPLETION OF FINAL FINISH TO MOUNTING SURFACE. 8. INSTALL 5" DIA, 48" LONG PVC TUBE WITH SCREW CAP FOR REMODEL PLAN STORAGE. MOUNT INSIDE EDC-1. THIS WILL BE IN ADDITION TO EXISTING TUBES. 9. REFER TO GENERAL CONTRACTOR PERMIT, REGISTRATION, NOTIFICATION INSPECTION & INSTALLER CERTIFICATION(GCPRN) REPORT LOCATED IN GC PERMIT INFORMATION FOLDER ON OWNER'S DOCUMENT DELIVERY WEBSITE. 0 C Ll Is 0 Li J W O 2 w z w 0 a) L U w U w O, ' w, of O > > �O rl'w O i— }tY � N Z LL1U (Iw. Z� Z LL (nHw �Zt—O�Ztn W a WU W =zLL��wawrz z r n W w w o w p w o w a w ¢ w m r< �ZZ¢rwc�F=0- °- cn O t- O > U �- ¢ Z O ¢ = rn� ¢w � w w Q�wOorn�C�OWF-02p � nwW_ UozSZU'=zr-z SZSw WOo �v7K Or�U¢o � 7 W= LL W H p w U p Z N �a��z�v� �Ll ID ' z 0wi O� n Laz L-oF-QOWaD�w T z W O¢ D a' ' W U w w D= U r--O NUp cn aO W 0,-trcr¢I- W z Q J U) z O U J % 0 0 O CO cO EL LIL �^) z �Jw o o o = o 0 z r I.y W Lv O w N Lu w m 2i D z m O ISSUE BLOCK CHECKED BY: S� DRAWN BY: >✓ . PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 COVER SHEET ARCHITECTURAL: STRUCTURAL / RACKING STRUCTURAL: FIRE PROTECTION: MECHANICAL / PLUMBING / ELECTRICAL: BUILDING OFFICIAL BRR ARCHITECTURE, INC. JOHNSTON BURKHOLDER ASSOCIATES HENDERSON ENGINEERS, INC. HENDERSON ENGINEERS, INC. ZEPHYRHILLS, BUILDING DEPARTMENT ARCHITECT OF RECORD ENGINEER OF RECORD ENGINEER OF RECORD ENGINEER OF RECORD 5335 8TH ST. 6700 ANTIOCH PLAZA, SUITE 300 930 CENTRAL STREET 8345 LENEXA DRIVE SUITE 300 8345 LENEXA DRIVE SUITE 300 ZEPHYRHILLS, FL 33542 MERRIAM, KS 66204 KANSAS CITY, MO 64105 LENEXA, KS 66214 LENEXA, KS 66214 SHEET: c 1 STRIPING CONDITIONS 21-6„ J O z w D 4'-0" WALL LOCATION MAY VARY ELECTRICAL j STRIPING AT HALLWAY DOOR STRIPING AT BALER STRIPING REQUIREMENTS 1. 5" WIDE PAINTED STRIPES (P5) @ 12" ON CENTER, @ 45 DEGREE ANGLE TO 5" WIDE EXTERIOR BOUNDARY LINES 2. IF EXISTING HALLWAY, BALER, COMPACTOR, OR EYEWASH WARNING AREAS ARE PAINTED SOLID OR HAVE INCORRECT PATTERN, REMOVE EXISTING PAINT AND PAINT PER THE STRIPING CONDITIONS SHOWN HERE. SYMBOLS LEGEND X_XX REFERENCE AT KEYNOTE INDICATOR 10.1 KEYNOTE INDICATOR A KEYNOTE OR BLOCK OF X.XX KEYNOTES WITH A LEADER X.XX ATTACHED APPLY SPECIFICALLY X.XX TO THE ITEM, AREA, OR SURFACE TO WHICH THE LEADER IS POINTING SALES IN ADDITION TO THE ROOM FINISH 100 SCHEDULE, A KEYNOTE OR BLOCK X.XX X.XX OF KEYNOTES ATTACHED TO THE X.XX X.XX ROOM NAME TAG APPLY TO THE X.XX X.XX ENTIRE ROOM P3 - COLOR INDICATOR Sim 2 FULL AND PARTIAL Al SECTION INDICATOR EXTERIOR AND INTERIOR ELEVATION INDICATOR SALES 51-65-1 ROOM NAME AND NUMBER A6 PARTITION TYPE INDICATOR 1A01. DOOR INDICATOR M WINDOW INDICATOR O OTV MONITOR (D-COLUMN LINE INDICATOR Ah 100'-0" HEIGHT ELEVATION INDICATOR IV FF FEL 1001-01, PLAN ELEVATION INDICATOR 5 A2 1 ENLARGED DETAIL INDICATOR l 1 5 _( A2 DETAIL INDICATOR DETAIL NAME 1 SCALE COD CO E INTERNAL INFORMATION ONLY STRIPING AT EYEWASH WALL LOCATION MAY VARY STRIPING AT COMPACTOR SIGNAGE LEGEND M I SIGN iLu w 0 0 z o SIGN, REF NOTE 3. w FF 1. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS: A. ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE ACCESSIBLE B. ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE -USER TOILETS ARE CLUSTERED AT A SINGLE LOCATION C. ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE ACCESSIBLE. THE SIGN, WHERE PROVIDED, SHALL BE ABOVE THE CHECK-OUT AISLE IN THE SAME LOCATION AS THE CHECK-OUT AISLE NUMBER OR TYPE OF CHECK-OUT IDENTIFICATION D. UNISEX TOILET AND BATHING ROOMS E. ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE NOT ALL SUCH ROOMS ARE ACCESSIBLE 2. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE ELEMENT SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS. THESE DIRECTIONAL SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY: A. AT EACH SEPARATE -SEX TOILET INDICATING THE LOCATION OF THE NEAREST UNISEX TOILET 3. TACTILE SIGNAGE SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL ¢E LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES. 4. CHARACTER AND SYMBOLS OF SIGNS SHALL BE IN CONTRAST WITH THEIR BACKGROUND AND SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE MATERIALS OR FINISHES. 5. ACCESSIBLE SIGNAGE SHALL USE GRADE 2 BRAILLE AND MUST COMPLY WITH ANSI Al 17.1 SECTION 703.4 PARTITION TYPES REFERENCE SIDE OPPOSITE SIDE 1/4" CEMENT BOARD 3 5/8" METAL STUD TO V-0" ABOVE CEILING fililirwiT06Pl9l FINISHES TO MATCH EXISTING RESTROOM [E- 1/4" CEMENT BOARD 3 5/8" METAL STUD TO V-0" ABOVE CEILING 1/2" PLYWOOD FINISHES TO MATCH EXISTING RESTROOM Y - - TACTILE EXIT SIGN SITE VERIFICATION REQUIREMENTS: TACTILE SIGN REQUIREMENTS 1. THE ARCHITECT HAS MADE A SCOPE VISIT WITH MEASUREMENTS AND PHOTOGRAPHS OF EXISTING CONDITIONS AND THE ARCHITECTURAL DRAWINGS STATING "EXIT' AND COMPLYING WITH ANSI A117.1 SHALL BE PROVIDED ADJACENT 1. A TACTILE SIGN STATING INDICATE EXISTING CONDITIONS VERIFIED IN THE FIELD. IT, HOWEVER, REMAINS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING TO EACH DOOR AN AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE. REF FLOOR PLANS FOR CONDITIONS PRIOR TO THE SUBMISSION OF HIS BID AND TO THE COMMENCEMENT OF ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE LOCATIONS. TO THE CONTRACTOR'S FAILURE TO ACQUAINT HIMSELF WITH EXISTING SITE CONDITIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO, GRADES, EXTENT OF PAVING, OR UTILITIES. 2. FOR CHARACTER WIDTH, THE UPPERCASE LETTER "0" SHALL BE USED TO DETERMINE THE 2. ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR U TT ALLOWABLE WIDTH OF ALL CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE LETTER "O" OF CLARIFICATION AND INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN ASSUMING EXISTING BUILDING THE FONT SHALL BE 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM THE HEIGHT THE MINIMUM CONDITIONS MATCH THE ORIGINAL DRAWINGS. THE GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THE SITE, SHALL VERIFY ALL EXISTING 20 9: 7 3. MEASURED UPPERCASE "I" OF THE FONT. (ANSI Al -2009: 703.3.6) CHARACTER HEIGHT MEASURED FROM STRUCTURAL COLUMN DIMENSIONS, EXISTING DIMENSIONS, TOP OF MASONRY ELEVATIONS, ROOFING CONDITIONS (INCLUDING PARAPETS, SCUPPERS THE BASELINE OF THE CHARACTER SHALL MM) MINIMUM AND 2 INCHES (51 MAXIMUM SE AND ROOF DRAINS). IF DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, CONTACT THE BASED THE HEIGHT OF THE UPPERCASE LETTER "I". WAL-MART CONSTRUCTION MANAGER AND THE ARCHITECT IMMEDIATELY TO DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH EXISTING CONDITIONS. 3. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. 3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) PRIOR TO THE SUBMISSION OF HIS BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY 4. CHARACTERS SHALL CONFORM TO THE FOLLOWING: THE WAL-MART CONSTRUCTION MANAGER OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS. 4.a. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32"MINIMUM AND SHALL BE SANS- 4. NOT USED. SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. 5. NOT USED. 4.b. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH AND A MAXIMUM OF 2". 6. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION. 7. THE CONTRACTOR SHALL VERIFY ALL GRADES. ALL RAMPS AND STAIRS SHALL MEET ADA-ADAAGS (OR ADOPTED HANDICAP ACCESSIBILITY SHALLB D. DOTSL B 5. CONTRACTED GRADE 2 BRAILLE SHALL BE USED. DOTS SHALL BE 0.090" (2.3 MM) TO 0.100" (2.5 MM) D REQUIREMENTS). IF THERE IS A CONFLICT IN FIELD CONDITIONS, NOTIFY WAL-MART CONSTRUCTION MANAGER AND THE ARCHITECT PRIOR TO THE ON CENTER EACH CELL WITH 0.241" ( MM) (H SPACE BETWEEN CELLS. DOTS CONSTRUCTION OR ORDERING OF MATERIALS. SHALL BE RAISED A MINIMUM OF 0.025" (0.6 MM) TO 0.037" (0.9 MM) ABOVE THE BACKGROUND. 8. NOT USED. 9 NOT USED. 6. CHARACTERS SHALL BE 48" MINIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASE OF THE 1NOT USED. LOWEST TACTILE CHARACTER AND 60" MAXIMUM ABOVE FINISH FLOOR MEASURED FROM THE 111. . REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WAL-MART AND THE ARCHITECT PRIOR TO MAKING ANY STRUCTURAL BASELINE OF THE HIGHEST TACTILE CHARACTER. MODIFICATIONS OR ORDERING OF ANY MATERIALS. 7. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE ALONGSIDE THE DOOR AT THE GENERAL REQUIREMENTS: LATCH SIDE. AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. AT DOUBLE DOORS WITH TWO ACTIVE LEAVES, THE SIGN SHALL BE TO THE RIGHT 1. ALL WORK SHALL BE DONE IN A SAFE AND WORKMANLIKE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL AND/OR STATE (IF APPLICABLE) OF THE RIGHT-HAND DOOR. TACTILE SIGNS ARE PERMITTED ON THE PUSH SIDE OF DOORS WITH BUILDING CODES, NATIONAL ELECTRIC CODE, ADA-ADAAGS AND OTHER ADOPTED ACCESSIBILITY STANDARDS, OSHA, AND ALL APPLICABLE CODES, CLOSERS AND WITHOUT HOLD -OPEN DEVICES. SEE ALTERNATE SOLUTIONS FOR OTHER REGULATIONS, ORDINANCES AND AUTHORITIES HAVING JURISDICTION. SCENARIOS. 2. INTERNAL COMBUSTION ENGINES MAY BE USED INSIDE THE ENCLOSED BUILDING ONLY WHEN POWERED BY PROPANE. THERE WILL BE NO ADDITIONAL COMPENSATION OR EXTENSION OF CONTRACT TIME IF EQUIPMENT IS REMOVED FROM SITE BY WAL-MART DUE TO USE OF OTHER FUELS INSIDE THE ENCLOSED BUILDING. PREFERRED SOLUTION a. PROPANE POWERED EQUIPMENT USED INSIDE THE ENCLOSED BUILDING SHALL HAVE CATALYTIC CONVERTERS ON MUFFLERS AND SHALL BE MAINTAINED AND OPERATED TO ENSURE COMPLIANCE WITH LOCAL, STATE AND FEDERAL INDOOR AIR QUALITY REGULATIONS. b. PROVIDE STORAGE AND HANDLING OF PROPANE FUELS IN COMPLIANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. 1. NO PROPANE SHALL REMAIN INSIDE BUILDING EXCEPT DURING OPERATION OF PROPANE EQUIPMENT. 2. EQUIPMENT SHALL BE RE -FUELED OUTSIDE THE BUILDING. 9�� 3. CORDS FOR ELECTRICAL EQUIPMENT SHALL BE SIZED ADEQUATELY FOR VOLTAGE, CURRENT LOAD, AND LENGTH, WHETHER TO GENERATOR OR EXISTING POWER SUPPLY (REFERENCE SECTION 01500). �' Exir 4. ROUTE EQUIPMENT CORDS AND HOSES IN COMPLIANCE WITH APPLICABLE OSHA REQUIREMENTS. 5. 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 HIM OF ANY RESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS CD KNOWLEDGE. y y 6. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR DRAPES AS REQUIRED AND/OR AS SIGNS CONTAINING TACTILE z i I i DIRECTED BY WAL-MART CONSTRUCTION MANAGER TO KEEP DUST AND MOISTURE FROM THE OPERATING AREAS OF THE STORE. z CHARACTERS SHALL BE y y (_ 7. ANY DAMAGE TO WAL-MARTS PROPERTY, WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION SHALL BE REPAIRED/REPLACED AT NO LOCATED SO THAT THERE IS _ _ _; ADDITIONAL COST TO WAL-MART; THIS INCLUDES ALL MERCHANDISE. CONTRACTOR SHALL PAY THE COST FOR ALL DAMAGED MERCHANDISE. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS INCLUDES KEEPING THE BUILDING ` AN 1 CLEAR FLOOR 18" 8. � CENTERED N AREA CENTERED ON THE SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL TACTILE CHARACTERS MIN EXISTING SECURITY SYSTEMS. 9. THE CONTRACTOR SHALL KEEP THE WORK AREA CLEAN AND FREE OF DEBRIS AND REMOVE ALL TRASH AND DEBRIS FROM THE CONSTRUCTION AREA ` DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE EXISTING BUILDING OR IN ANY NEW ADDITION. 10. REMOVE ANY EXISTING EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES AS REQUIRED SHOWN OR NOT SHOWN, FOR THE INSTALLATION OF NEW CONSTRUCTION. PROVIDE FURRING FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH ADJACENT EXISTING FINISHES. ALTERNATE SOLUTIONS 11. WHEN EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES ARE TEMPORARILY REMOVED OR RELOCATED IN T PERFORM W RK TH CONTRACTOR IS RESPONSIBLE FOR RETURNING THEM TO THEIR ORIGINAL POSITION, RECONNECTION F SERVICES ORDER OO E S O AND APPROPRIATE MEANS OF ATTACHMENT UNLESS SPECIFICALLY DIRECTED TO DO OTHERWISE. 12. REPAIR, RE-ROUTE, AND EXTEND ALL SERVICES, PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED DURING THE CONSTRUCTION PROCESS TO MAINTAIN NORMAL STORE OPERATIONS AND AS REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION. THIS INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES OR RELATED ITEMS AS REQUIRED -- FOR PROPER OPERATION i -- -- i 13. WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH AND REPAINT AS NECESSARY TO BLEND 1N WITH ADJACENT WORK. COORDINATE i i-- WITH WAL-MART CONSTRUCTION MANAGER. `-- `-- 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF THE CONSTRUCTION SCHEDULE OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER. A. WHERE THERE IS NO WALL SPACE B. THE REQUIRED SIGNAGE MAY 15. NOT USED ON THE LATCH SIDE OF A SINGLE BE INSTALLED SO THAT THEG GENERAL THE 16. C CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE ARCHITECT/ENGINEER FOR VERIFICATIONS RESPONSES O , AND DOOR, OR TO THE RIGHT SIDE OF CLEAR FLOOR AREA IS BEYOND SUBMISSIONS. DOUBLE DOORS, SIGNS SHALL BE THE ARC OF ANY DOOR SWING 17. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE ONE U.L. LISTED 2A:20BC DRY CHEMICAL FIRE EXTINGUISHER, OR ONE STANDARD U.L. LISTED 2-1/2 ON THE NEAREST ADJACENT WALL. BETWEEN THE CLOSED POSITION GALLON WATER (E-10) AND ONE U.L. LISTED 10BC CARBON DIOXIDE FIRE EXTINGUISHER MOUNTED TOGETHER IN EACH 3000 SQ. FT. OF WORK AREA OR AND 45 DEGREE OPEN POSITION. FRACTION THEREOF (MINIMUM OF.TWO AVAILABLE IN ALL CONSTRUCTION AREAS AT ALL TIMES). 18. THE PROJECT SPECIFICATIONS FOR REMODEL PROJECTS ARE A PART OF THESE CONSTRUCTION DOCUMENTS AND MUST BE REFERRED TO FOR COMPLETE DOCUMENTATION. 19. IF MODIFICATION TO SPRINKLER SYSTEM IS REQUIRED THE GENERAL CONTRACTOR SHALL HIRE A LICENSED SPRINKLER CONTRACTOR. CONTRACTOR TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. WORK TO BE DONE UNDER SEPARATE PERMIT. 20. NOT USED. 21. MUD AND DEBRIS TRACKED ONTO OWNER PAVING OR CITY STREETS TO BE CLEANED IMMEDIATELY. 22, BUILDING COMPONENTS AFFECTED BY THE SCOPE OF WORK AND ALLOWED TO REMAIN SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR _ CREATING DAMAGE OF ANY KIND IN THE FUTURE. --� _ DEMOLITION REQUIREMENTS: C. WHEN SIGN IS REQUIRED AT D. WHERE REFRIGERATED CASES OR 1. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH OSHA REGULATIONS. A BANK OF DOORS, PLACE (1) FIXTURES IMPEDE THE REQUIRED 2• THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION AND SIGN BETWEEN JAMBS. IF CLEAN FLOOR AREA, MOUNT SIGNAGE REMOVAL OF WALLS, DOORS, FIXTURES, PLUMBING, PAVING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS JAMB IS NOT WIDE ENOUGH FOR TO THE END PANEL OF CASE OR SHOWN ON DRAWING OR AS REQUIRED FOR THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB. SIGNAGE, PLACE (1) SIGN AT OWNER PROVIDED END PANEL FOR 3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING. RIGHT SIDE OF BANK OF DOORS. HALF GONDOLAS AND WALL 4. WHEN REMOVING EXISTING STRUCTURAL ITEMS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING, BRACING AND STANDARD FIXTURES. SUPPORT SYSTEMS TO KEEP THE EXISTING STRUCTURE INTACT AND IN A SAFE CONDITION. REFER TO SECTIONS 02023 AND 02251. 5. NOT USED 6. NOT USED --� 7. NOTES INDICATING DEMOLITION WORK ARE NOT CONFINED SOLELY TO THE DEMOLITION PLANS. THE GENERAL CONTRACTOR SHALL REVIEW y ALL CONSTRUCTION DOCUMENTS, INCLUSIVE OF SCHEDULES AND SPECIFICATIONS, TO DETERMINE FULL EXTENT OF DEMOLITION WORK. 12" MIN i --J 12" MIN E. WHERE WALL STANDARDS IMPEDE THE REQUIRED CLEAR FLOOR AREA, MOUNT SIGN DIRECTLY TO DOOR. ENSURE DOOR HAS AUTOMATIC CLOSER AND DOES NOT HAVE A HOLD -OPEN DEVICE. ALTERNATE LOCATION (NEAREST ADJACENT WALL, RIGHT-HAND SIDE OF OPENING PREFERRED) F. AT EGRESS DOORS IN THE GARDEN CENTER WHERE THERE IS NOT AMPLE WALL SPACE FOR SIGNAGE, MOUNT SIGN DIRECTLY TO DOOR. ENSURE DOOR HAS AUTOMATIC CLOSER AND DOES NOT HAVE A HOLD -OPEN DEVICE. 'REFERRED RIGHT-HAND SIDE, ADJACENT TO DOOR) G. AUTOMATIC SLIDING DOOR LOCATIONS TACTILE SIGNAGE CANNOT BE LOCATED ON AUTOMATIC SLIDING DOOR PANELS. PANEL WIDTH TO MATCH DEPTH OF WAREHOUSE RACK f 1 ' � Z y 0 w w i i' y O Z 0 LL Q 0 r 0 w _- aco Q i 1 U w y 0 i1i W L-- w ELEVATION PLAN H. WHERE WAREHOUSE RACKS IMPEDE THE REQUIRED CLEAR FLOOR AREA ADJACENT TO THE DOOR, PROVIDE 3/8" A-B PLYWOOD PANEL WITH EASED EDGES AND ATTACH TO THE END OF THE WAREHOUSE RACK USING (4) GALVANIZED CARRIAGE BOLTS, WASHERS AND LOCKNUTS. CARRIAGE BOLTS ARE TO BE SIZED PROPERLY TO ENSURE THE BOLT END DOES NOT PROTRUDE BEYOND THE TOP OF LOCKNUT AND PANEL IS SECURE. IN GROCERY SERVICE AND PREPARATION AREAS, PAINT PLYWOOD P33 UNO. 4'-0" MAXIMUM BRACE TO ADJACENT - - - - - WALL AT DIAGONAL 3 5/8" CORNER MTL STUD BRACING ' AT 48" OCAS ------ REQD TO 20 GAUGE STABILIZE PARTITION I CLIP ANGLE 20 GAUGE I TOP TRACK METAL STUDS AS SCHEDULED = I WALL FINISH REF PARTITION TYPES PARTITION BRACING PARTITION NOTES 1. STUDS CONTINUE TO DECK UNO. REF CAPTURE TRACK DETAILS. 2. USE 1/2" GYPSUM BOARD ON NON -RATED PARTITIONS UNO. 3. USE 5/8" TYPE X GYPSUM BOARD ON FIRE RATED PARTITIONS. 4. CONTINUE FINISH MATERIAL TO A MINIMUM OF 4" ABOVE SUSPENDED CEILING SYSTEMS UNO. 5. WHERE NO CEILING IS INDICATED CONTINUE FINISH TO DECK UNO. MAINTAIN CLEARANCE BELOW STRUCTURE PER CAPTURE TRACK DETAILS 6. STUD PARTITIONS REQUIRING A FIRE RATING OF ONE HOUR SHALL COMPLY WITH UL#U419, UL#U465 OR UL#U442. MASONRY PARTITIONS REQUIRING ONE HOUR FIRE RATING SHALL COMPLY WITH UL#U905. 7. STUD WALLS RECEIVING PLYWOOD SHALL BE 22 GAUGE OR HEAVIER. 8. MAXIMUM HEIGHT OF NON LOAD BEARING WALL ABOVE HEADER TO BE 20'-0". 9. REF SPECIFICATIONS FOR LATERAL BRACING OF STUD PARTITIONS. 10. PROVIDE ALTERNATING DIAGONAL METAL STUD BRACING ABOVE THE CEILING AT 48" OC FOR INTERIOR WALL STUDS THAT DO NOT GO TO DECK AND FOR ALL WALLS LESS THAN 6" WIDE. REF 1-N1. 11. USE GYPSUM BOARD BEHIND ALL FRP BOARD LINO. 12. WHERE NO CEILING IS SCHEDULED, STOP 1/2" PLYWOOD SUBSTRATE AT 10'-0" AFF. 13. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF LEVELS, CONCEALED SPACES BETWEEN STAIRWAY STRINGERS, PENETRATIONS IN FLOOR/CEILING ASSEMBLIES AND OTHER LOCATIONS AS REQUIRED BY CODE. 14. ROOMS THAT HAVE 5/8" IMPACT RESISTANT GYP BD TO 48" AFF NEED 5/8" GYP BD ABOVE 48" AFF. REF A7 FOR LOCATIONS. 15. ON RESTROOMS WALLS RECEIVING PORCELAIN TILE THE UPPER (PAINTED) PORTION IS TO BE WATER RESISTANT GYPSUM BOARD IN LIEU OF GLASS -MAT BACKER MATERIAL. 16. WHEN MODIFYING OR BUILDING ANY NEW FIRE RATED PARTITIONS, ENSURE ALL PENETRATIONS AND JOINTS ARE SEALED IN ACCORDANCE WITH THE SPECIFICATIONS. 17. PROPERLY SEAL ALL EXISTING PENETRATIONS IN EXISTING FIREWALLS TO ACHIEVE 1 HOUR RATING. PARTITION LEGEND DETAIL: 111 X-XX PLAN: HEIGHTNUMBER INDICATES STUD LETTER INDICATES NO NUMBER INDICATES PARTITION TYPE STUD HEIGHT TO BOTTOM REF PLANS AND 1 OF ROOF DECK TYP SHEET A6 A NUMBER INDICATES REFERENCE SIDE STUD SIZE AS FOLLOWS: OPPOSITE SIDE 1 - 1 5/8" METAL 6 - 6" METAL 2-21/2"METAL 8-8"CMU 3-35/8"METAL 12-12"CMU f 1 HOUR RATED GYPSUM BOARD (NEW) UL#U419, UL#U442, OR UL#U465 1 HOUR RATED CMU (NEW) UL#U905 NON -RATED GYPSUM BOARD WALL (NEW) �Q�IYYI ACOUSTICAL INSULATION FULL WALL -- - THICKNESS (NEW) CHAIN LINK FENCE (NEW) COOLER/FREEZER WALL (NEW) EXISTING 1 HOUR RATED GYPSUM BOARD TO REMAIN EXISTING PARTITION OR WALL TO REMAIN CMU WALL (NEW) EXISTING WALL TO BE DEMOLISHED EXISTING CHAIN LINK FENCE EXISTING 48" HIGH PLYWOOD I TJ i WAINSCOT WITH 2x8 WOOD BASE -- CHAIR RAIL FURNISHED BY WALMART, INSTALLED BY G.C. NON -RATED GYPSUM BOARD WALL / / (NEW) (GROCERY PREP AREAS) WITH SILL SEALER ABBREVIATION LEGEND GENERAL ABBREVIATIONS ABBR DEFINITION AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE ACRYL ACRYLIC ADA AMERICANS WITH DISABILITIES ACT ADJ ADJACENT AFF I ABOVE FINISHED FLOOR CONST I CONSTRUCTION CONT CONTINUOUS CU CONDENSING UNIT DIA DIAMETER DSD DIRECTS SHIPPING DELIVERY EAS I ELECTRONIC ARTICLE SURVEILLANCE EDC ELECTRICAL DISTRIBUTION CENTER EIFS EXTERIOR INSULATION AND FINISH SYSTEM EF EXHAUST FAN EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL EQ EQUAL ETR EXISTING TO REMAIN EW EACH WAY EWC ELECTRIC WATER COOLER FDN FOUNDATION FF FINISHED FLOOR FRP FIBER REINFORCED PLASTIC FS FAR SIDE FTG FOOTING FV FIELD VERIFY GYP BD I GYPSUM BOARD HC I HANDICAP HDTV I HIGH DEFINITION TELEVISION INFO INFORMATION ISO ISOLATION JBE JOIST BEARING ELEVATION JST JOIST JT JOINT KSI KIPS PER SQUARE INCH L LENGTH LB POUNDS LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MAX MAXIMUM MAU MECHANICAL AIR UNIT ME MASONRY ELEVATION MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTL METAL NIC NOT IN CONTRACT NO NUMBER NS NEAR SIDE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OPPOSITE HAND PAF POWDER ACTUATED FASTENER PCF POUNDS PER CUBIC FOOT PFC PAINT, FIX, CLEAN PL PLATE PLAM PLASTIC LAMINATE PLAST PLASTIC PLF POUNDS PER LINEAR FOOT PMEJ PREMOLDED EXPANSION JOINT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE QTY QUANTITY RC REFRIGERATION CONTRACTOR REF REFER T REINF REINFORCING REQD I REQUIRED REV I REVERSE RXPFC I PHARMACY PAINT FIX CLEAN SC13 SANITARY COVE BASE SCHED SCHEDULE SDI STEEL DECK INSTITUTE SIM SIMILAR SJI STEEL JOIST INSTITUTE SPECS SPECIFICATIONS SS STAINLESS STEEL STD STANDARD STRUC STRUCTURAL T&B TOP AND BOTTOM TEMP TEMPERED THK THICKNESS TO TOP OF TOC/fC TOP OF CONCRETE TOF TOP OF FOOTING TOGB TOP OF GRADE BEAM TOM TOP OF MASONRY TOP/TP TOP OF PAVING TOS TOP OF STEEL TRANS TRANSVERSE TYP TYPICAL LINO UNLESS NOTED OTHERWISE VCPFC VISION CENTER PAINT FIX CLEAN VERT VERTICAL W WIDTH DEFINITION LEGEND FINAL MERCHANDISE PLAN - FINALIZED MERCHANDISE PRINT FROM WM ALSO REFERRED TO AS THE DEAL BOX COPY U w� wX ~ = w m _ Oy r o W L � m w O - DO x w o F- >- f� o so a z 4L w xz��a�waz�L. f-lA Y.FWOpO�WV O a 7d �r oZQ Z �W�,_�} w<LL�T-sILOL 3 Hc=ioozd g z LL .- Nz lNo Lu.o tHo Lo< wo _Swz..0a3 �y:oO8�°ac �oicoviao z-Ji:m U) J z O U 0 O J Q w0 C� © L� CaD♦^ �J j z w Jc0 o _ o Z o ti O F_ CD CL W N o w m z m O ISSUE BLOCK CHECKED BY: j1 DRAWN BY: TAP PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 GENERAL INFORMATION gl 1 1/2" = 1'-0" SHEET: N 1 ZONEQ: ER ZONED: AR FUTURE LAND USE; MIXED USEFUTURE .LAND USE: RESIDENTIAL MUNlC:APALITY: CITY OF ZEPHYRHILLS MUNICAPALITY: PASCO COUNTY RWM K0 paoaosED t>RIVEW.0S ft-5 6e KOS= RQST I�AY-W R=IQ� R-7 a Aim 5SICK ROdq � �-8 Dlll ill COMEC= WVt VAY OWECTION r �rtswlsrws;tsts=INso"ase wasmagnis wasouxe Miami 6410514§1 lessMoselle was Mosel *Naomi goal swtr.•wetwosUstrastwme Kit r' rtrifa last wrsrflr fftafrlriwwrwriwsw�+�wt�wtsp wf�i N f P-2 Y` r.LE.: 4 SETBACK 5 i 30' REAR ETBACK C P-1 6 ..,,,, P-24 !; ¢.:. is Mtk p-2 \ \ \ \ \ im W TAINING �A e` F stz:' ; 1 + H RAIL .� a t - \ \ \ \ \ \ \ \ \ \ • R-4 ' �TER TYP. o.o t► `. 9- p P-29 `� 3 t5' CURB .� GUTTER TYP.. P�-23 P-28 i � I r H 2. ♦ ♦ ♦ � ♦ ♦ 30 FRONT �. �• j SEASONA4. SALES STVA PAMINTYP } + i B. ai3. SE TBACi: ' w z at EN 1 , � ....,,../, r / « W .. SEE A1lCtG ORA , 13 t�00T 1 H T P P-2ipp T , OUIKt \ G / tli:, '�''Q° CART "CORRAL C'I « MOUNI +, t� 1 77.' `` ATLLIGNI Nt G CAP Row .......ON A� STRIPING SYSL-T-4" WAtJ. \����`\ }: i • j RASH (� H INTERCEPTOR& a-4 7 CONC:.' 30 MPACTCRV I ;ARCH/MEP PLANS) Wt iI IWCONC. ~ P't P "a '""!' P-Zo .' LOT 2 ZONED. MI ? f R / / / // ; 1.00 AC. FUTURE. LAND USE: H Row N RESIDENTIAL Q i' MUNICAPALITY a P ARY FOR ,. CITY OF ZEPHYRHILLS ASSOCIATE PARKMIG >9z6r W i t � NOW a �,'> > \ LOT 3 , 8$-� 0.983 AC. F ! �' i " TRucK WELL STRIPING 8-131� �� LOT P 1 30.86 AC. ,R ; J 30'-SYSL-T/4 p is i!) 1 PROPOSES a P Z 1 e0c� ARo W AL >~r MART S U P E R C E N T E F RoncW . i , FOR U.P.l STORE NO. 706--0. 1, RSC p 1 \ t \ - C -19 2 S E.GR: — G R3 a-9 ROW , BLDG.. AREA 204,167 S.F. \ \ \ \ \ \ ,� 145' STRIPED F.E. 15600 «. CRANE AREA 8-11 40WOE ATa'O.C. OG�ON&. PAVEMENT ROW 4 i + STRIPING = o /�/ « I't � / / / I / /. I •wrs�irwrwr�rs�s aTirsrrssw.arrrlrwrss ! ' �`JTRMISfORMER P' ��� 1.5' CURB i - 8-13� VJ GUTTER TYP• '� t 1 ' E)e-12 .r. G 8-14e 1 i GREASE IN RC��ppT �j P-11 � ,, LOT 4 e f; 1.042 AC. ' G TRASH ' 8-1e C MPACTOR 9R NNT CEPTOR . 12! �� AN tRE R C OF %DO: 8-17 Q ORA T -- 0a T SEX , T ppE�R 1ZT.82' G C CORRAL Nt7:17341'r i _ I 13 .�► RETAiNI ' liA,ll M/ 1D 7i0 ' H RAIL N 6 t 1 \\X MVr\ 1 8.04' E 9,947.6 ; R10 �. ,. �.a+ .r c. 1 w• T H V .� s ;,► P P-16@ 1WHTE PAINTED S FVLO AREA TYP' .e.: A ,i1 ' Op P r _ RO , t H M 1, icar - P- Miox.i ocArwN4 TRU WE / T 4 T a :: P 8®. 9 .. H RAID stcH Pm N 10798.0 K WELL— � � 4 � � � r s r , E 9.964.4 STRIPING RA T; 130'=,sYSL-T/4" l d ra 0 2� s N 739.5 10 H EASE LOT 'I ' E 9X4.0 �= >;u { 0.847 AC. �! P-74 T GUiTEERR r6 a . l ouT000R - - 1 TR owla i- pET�i" u►�Ts of cE �11..�s#r iWT�1ixL •.. ..- *�,.•• a,SIDEW '; S'T sTEPs '; ';�# HaNa RAIL 2S •�• urns#fwtr tons# # I � Rw i 4 r - j......,...a,.w...ws."-s....a......A... suswisusur�nswont �....-..-..�.,-.....�.r.a-..ai.7aas .. r�suir r.ra�F � � � �. tis-.• rottM SW` O' SIDE . TO FACE MANHOLE sw-1 i SW-3 i 250 SETBACK Of WALL j STORM PIPE TREE _ r: SW-4 RE(AATI is Fos#:.�_ i SW-5 Q . HANa 6trDE « � r F00T . r 1 W-6 SW-7e 1 t @SW-9 TRACT 4 sw-10@:. '- STORMWATER DRAINAGE FACILIT' .� 7.089 . AG. ®SW-12 r I f 1 ti t 1 1 1 r � 1 t : t 1 t r t r � 1 � r � : t r t 1 c N89.59`rrw.54"W 499.18` �tws#ss#srrsuswrsarruss#srwsu.usronrasrrstrrr.s".sron.u..s..s.as# SITE PLAN NTS Sw-s S» @I 11111 4 ZONED RMH FUTURE LAND USE: RESIDENTIAL MUNICAPALITY CITY OF ZEPHYRHILLS 0 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 NOT MADE MODIFICATION TO THIS SHEET OR INFORMATION BEYOND THE AREA OF PROPOSED WORK AND CANNOT BE HELD RESPONSIBLE FOR THE ACCURACY OF THE CONDITIONS ILLUSTRATED. z� ar U U QQ2 cX Oy L O w o= M W t=g co ow u.,u a U, U. W p .8114613� to W SZLL�KWIaiW�VO ya uW 0MO 01 O a¢ �pa4o Uwo Fx ydf-o 5vr� O s~�3aU' wW ud 0. 1�ZWF- p w. Tg' U y 2 0,w jMq.--T §wog' F- v_oZQZu�u�i�z��-O'r dww�Ow r=-ONUou�iao wvwK4►T- J z 0 O O W 0 � ©,"� O 0 w�, W W� V /J ) z w J Jo C) ti O Z Lruo o O Q � C/) v V W N de W m 2 D z m 0 ISSUE BLOCK CHECKED BY: 0 DRAWN BY: TAP PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 OWNER PROVIDED INFORMATION ONLY SITE PLAN SHEET: spi 4 II♦ ♦ J 1 ' I C` ♦ \ I i C.7 - - - - - --- -- - 1 1♦ ♦ J I I ♦ ♦ I i \ ♦ \ i REMOVE M/D PRODUCE I . I AND REACH -IN CASE AS REQUIRED FOR SLAB ` ` J REMOVAL, REF MEP • 1 1 I r � ♦t 7 ♦ ♦I I♦ ` ` J TRENCH REQUIRED FOR i♦ ♦ i NEW PLUMBING, REF MEP (05 i ENLARGED TRENCH PLAN NOTE: THE GENERAL CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED FLOOR TILE DUE TO INSTALLATION OR REMOVAL OF TEMPORARY SECURITY ENCLOSURE. CONTINUOUS SEALANT 2x WOOD PLATE 1/2" CID EXT. PLYWOOD SCREWED TO STUDS OVER 6 MIL CLEAR POLY SHEETS EXISTING WALL TO REMAIN co � SALES C7 z z w 2x4 STUDS @ 24" CL 0 OC (TYPICAL) 0 z x w CONTINUOUS SEALANT BOTH SIDES OF SILL PLATE 2'-0" \ 11 1 MAX 2x4 TREATED WOOD SILL PLATE DEMO AREA SECURITY ENCLOSURE 3/4" = 1'-0" ROOF DECK ' CONTINUE PLYWOOD DO NOT USE DUSTWALL TO SHORE ROOF JOISTS TO DECK WALL TO BE REMOVED ---- 6'-0" LOAD BEARING 1/2" CD PLYWOOD 4'-0" ELSEWHERE 4'-d"X8'-d" HORIZONTAL PROVIDE 2x4 NAILER AT ALL DEMO AREA JOINTS INSTALL CONTINUOUS LAYER 6 MIL POLY NOTES: SHEETS TAPE ALL 1. INSTALL TEMPORARY JOINTS WALL IN SECTIONS APPROX 40'-0" PER DAY (COORDINATE WITH STORE 2x4 AT 24" OC MANAGER AND WALMART CONSTRUCTION MANAGER) 2. LOCATE VERTICAL 2x4'S AS NOT TO INTERFERE WITH CEILING GRID OR LIGHT FIXTURES 3. LOCATE HORIZONTAL 2x4 SALES AT 2" ABOVE CEILING EXCEPT LIGHT FIXTURE LOCATIONS 4. SCREW PLYWOOD (MAX SPACING 12" OC) SEALANT UNDER CONTINUOUS SEALANT BOTTOM PLATE AGAINST PLATE ANCHOR AT 24" OC COORDINATE W/SPECIFICATION SECTION 01500. DUST WALL SECTION HATCHED AREA , INDICATES PORTION OF CEILING GRID AND TILE TO BE REMOVED GASKETED FASTENER; EXISTING C EXISTING B FLASHING EXISTING B CURB COVER 4 , 1 /2" = T-0" 20 GAUGE CONT GALVANIZED METAL CAP 30# ROOF FELT 3/4" CONT PLYWOOD SHEATHING COVER MECHANICALLY FASTENED TO TOP OF EXISTING CURB AT 12 OC 3 CONT RIGID INSULATION SET IN CONT BED OF SEALANT 2"X2" CONT FRAMING ANGLE AT ENTIRE PERIMETER MECHANICALLY FASTENED AT 12" OC. 0 1 2 3 4 5 6 7 8 9 10 11 12 13 113.61 14 114.11 15 115.3 RELOCATE RACKS, TYP _ I REMOVE FRP. PATCH AND REPAIR WALLS AS REQUIRED ti -REMOVE FRP. PATCH AND REPAIR WALLS AS REQUIRED EXHAUST FAN r AND SS BACKSPLASH FROA WALL. PATCH AND REPAIR WALL AS REQUIRED, REF 4-131 FOR CURB COVER ON ROOF AND MEP DEMOLITION PLAN 1 1" = 30'-0" REMOVE PORTION OF COUNTER PER REMOVE SINK AND PORRTION OF COUNTER AS REQUIRED. RELOCATE CABINET, REF 1-VCREF RELOCATE RACKS,TYP �E REMOVE DIY TANK F RELOCATE EAS PEDESTAL PER ADA CLEARANCE REMOVE PLASTIC TOILET PAPER HOLDER, SOAP DISPENSER AND MIRROR REMOVE CEILING TILE REMOVE ALL CARPET ` RELOCATE OIL FILTER BINS RELOCATE EYE WASH STATION Zy� CY UQ5� V O= �o �s w w �g8�p wwLL D u. NFWH13c'U55ZN tgu�c�FoF`c waWgF- p -<5XLL m g zi gp�Zr�- 0 d 1 MMw!*vwiloz83 N(a FZQITT t%� �( g tr3owC0-: z O v 0o w 11 r7n 00 ♦^ v, z w CD o ti Gig =zo O 0 0 O�� H aig W Nw m z m 0 ISSUE BLOCK CHECKED BY: Jj Ic✓a-.1 DRAWN BY: TAP PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 DEMOLITION PLAN 3/4" =1'-0" SHEET: Dl I- I I . . I I I . . � I � I FITNESS . I EQUIPMENT --,,, . . I � r, , I � 1i III: I � 4M A rEXISTING EAS PEDESTAL 0 _1D_________01 - - _ � -_io- BOLLARDS AT GC EAS PEDESTALS 1/4" = l #-Off -FITNESS EQUIPMENT BOLLARD DETAIL I t2l' = 1 $.V 5-A2 "44pp" - 1 --;-t�I..;II:�I,,� 7 .l. ' 7l",-_­ ..- .__.".__,­_-..'__-- , .___..____......,_1 _­..____­...' 1 ­­ - 12 I I . ( 9.90 )---i .7-1 , I . . I i ... --i '. q . : I . . ! ., . � 1 . . . ; . . I 4 . � 5 6 7 8 9 .1-l'i : 1 2 3 4 _j IM : .-".:i ; I : I 1 ' * . i '. li : " . . I I RECEIVING -GM %, 1 1 1 .i . - . . � . Lr I _�i I . I .. I . % I . , , I . I 1. : I . �. ,I EYE WASH STATION, i . .. z I i . I i 1 REF MEP .1­1 1 1 1 . I I i 9.90 .. 2 i I I I I " I . 1•� \ 1 I I EXISTING DELI WASTE OIL TANK, 91 . 2 1 . %flf REF 6-GA2 AND MEP FOR . . . 46'-2" _­ i 10.44 . A5 . ;, 1_1­1 . :1 . i %� i I PLUMBING . . .- 0 411111111 m 0 � 0 41111111111111111111110 0 41111111111111111111110 0 � a 4111111111111111110 0 41111111111111111111111� a 4111111111111 a 0 41111111111111111111, 0 4111111111111111111111111, a. 41111111111111111110 0 411111111111111111111� 0 4111111111111111, 0 � 0 �o�o k 10.44 1 11 1 - " , '. 7! 1 \ i d - -=- z___ - - V - _1=­�"_=_:1­i' i �­_ r­q , -;;;� ! .- ­.�­­ � _==­!=__�� 1=7=_ --.-- .__._._______. ___­..___..______._. . � -_ .-7. . 1 � - -7-, ... lwl.�_­t ­ ._�­� I '� ­11. - - .11 ­._­­t­.._1., . i� .. _11-­­ .­ - ­.. ___.___­1.1_. - -I... . ..1. - I - I..... _­_11_7===. 7- ==__ _ .... � .- _ ­z­ ".. - - �­­_ __ * , - ­ - - - - - .7 - ". � - r 1­1� - i .- __ - I] zz�� : - . . ....... . . - - ........ .. - I ­.... �. W I �".�-. . - - ­= _-_,:�___ ­­ �_ - - __ =� .____._ I ­w­_;_.­_­Z�� . ­ _� ;,­ 't -, , F � _ t I " � 11111., " 'I ; j,,. _ t. &.j tt� �4 It i . .Nawhy 11 i .I- - ..", � i 17.1`-_­�=__::� ... `­:7� ­_1 _: :: _:­ :­: = , t �_.f 1 -:-'.'---'= .� , - 1, _ (D L_.- _;_ ------- 7J1___._..___1_.._.____., ! I J ..... . 1__­___�_ ... .. .... _.......__ _` ... " 11- - I -1 , � P.-I-1111 - - ­­.1.111I.; 'SPRINKLED i .� " " ___ 1� . N -----.-.---- . 'SPRINKLER. - - L, .. --- 1,­ I .", - -- ---- - I - 11-1, --I------ I; 11-- -----"- I .. -.1 __1"...- il� ­ L� '.1 .. . . i..-___i _/ ---..-.., .U. ��41 , " _:�, ,V'STL PIPE F - . �! i HALLWAY I . ,­ I I . . ...... __-L: ...... - - , L . - 1_,.___.___L._...___.. __l -------- �L_...,..._ ____.....____ ". I I I _'11O �', . ! I I \ 1 it ! . � I ; 11 i 1 � , , :& - z - � � .: , . - - ", , , I * , ..:��. , " ', I � I 1\1 - -1 BOLLARDS. I -..-..I-,- - ­... _.__..... - � ­­­ . ....... I—- . I r 1 1 1 ROOM'.. _�� ... . ___ __ � I 1. , F-T ­­_____...1 I � - ­ -- ­�_-111-r-" - ;­-, 1 ;_­-­_.�­­.,! " " - - � 71 :­_j A�, 1 ! i : ..­....­ I... .. I—— �!._�,��.�� -.1-1.1. . . .. - a L.. j N - ! -­­ .­.!1!11T!�,�, ..­.­­1­­I--, ­­1_..1­_­ ...... .­­_ 1; , : i I ,-- __ -,:.-- .1 . ­ - I j I, - , __­­_, : I I j , . � i " _1_,:�.__'._1.`. 11- I .. ­1 ­..'_'__._._. T_�­. ...,.­`--�:- .--- _: - _: d 11 r- - ��W_Ilil I .... . . ---.-. I 1­ If .. D_ - I i,.i. -, �._�'.'. � __ �::�� w I , - RELOCATE RACK REF 5-GA2 : --I 1; :4 I -�_- � if I f A,_.__j_.__ ..-.-.-,- �� w I - ___ _ - __ __ .--- - - %; I . " __ _­ * --,--,-, , - :4 -_ I _1� >, i r ,I. - - I j �_J_ - .._­ I 01. . I I __ L-` ..-. 1_, _..__J[__ __1 . ...... w: . ; I i "i 9.90 . ! L-1., p, �� _� . i . L.]•\..] z � V e. i - , I 'r r I" � _____ � -.- , 1_.­._._.­­­­__..i . ............. . .. � . ... .... . __­r, _'.. 8 9 . � , _' • i _ . ,� '1� .____ ...1. : - - . _­-1. ; p I I ....... __ 9.90 HALLWAY - _­­ TIT- ,_-;r­.. ..", . . . ..... � -------- ;�­mrAw­_.`_­­­ _­_­ .. . . . III ., -_ � I -- ,it �. �----',7 RECEI -, "'.. �'11 I 4 - " 'I I,- " � ."'. I VING-GR � .... � __ - ; - I � I. , il" ;�,p " .1 T. ­__.__._­1 -- ----- �-.-�-,---...-�-..---.--...'�---�...-.--.-�-�� ----- ---- � . ..... ­_ - I I _� J_ i ".1 " , . , ,,, L, . . I., I ... _­ 1. " 1____' I .1 I � ­­­­ .... 1­1 z1.__1­...­:­­-­_­ ...... ­1 �_111_ 1­14-1.1 .------.. l--:1_t::�__2 1 . I I ---.. ­_ i -1 ­ �_­: . i-��:%;-, " ; 11 t I 1� i I I " P-1 I I ­f'1:t­9 7111 ... 1. I .. 1. - - `! .., I 11 I'- - - - - - .� -1 '. �_ . ..1_1 I I I : ­41 - ,..- , �. - 1_,_�_J : 7 .%=m__p____w_ ..C� i - A.'' . , I 11, - ' ! 11 I - __l i - - T_ - i ,I I ". '-"::- I \ ------ -.;:"; ­­­'__'­ - _L - - 8- .... _­j,r-----r --- ­ ,-. I y . . �­"­i , "' , , I t 4", - ­!�, - �. I I -.11 . \j I . % I ; % i I , . ­__7711 -,-!-; '1/ . /% . I 1, w •I . """`7_.w ii I .. ,, '. ­q-­---. 1 , _.,= ------ -- f..... ----. It, 1% I - i­ -.::�- -�7��,J. - ___­: _j -DAIRY - - tt � ' - - - ._ _ .i� -.;.. - , . 77�.1_17.:��_ 7 , DM I ....- � I _ ... il j \ \,I 7, I i ­ . v , I - i �, .-..-. - . I . (3--__ UAUAd`%_C=f* , COOLER 1\1 I- . \ 1 \ 1 `% ill i I : , F­ 0 it -%f i \! ce _._�; qTnr-icpnnu-r.m ' r H �_ 2 -, '. t­ ..._­1_­...­ ... ­.__ ­ z-1-1--l- - -1 -,­­ .. � I - /� : - . I k -1 -i 11 _,__._iJi4i1j 't Lr�:"-.. _,I 11 f : 1. 1 __$. \ 1 1 !\ , i _-_-"_- I ,­ �,11 I ... ..� I , .; I -1 i i .. p . I 1% ... .-fla- , , i I i : i �, I 11 I I I -1 . � .1 _­ 1� � %7 I I 1�t W-4z i .- _: r- I am ­1 . F­_ _. --,.-- - -_ - :;�;Iz_ " �-- -;;� I .. 1. i i ­1 - -_-_._L-_-:.-�-."' A i­p �, 7­�'T i i . i :�;� T ____­;;1'_'_' _-;�-_ 11�: -Ir I I OFFICE -- " I I "I I ---. . ...­J.._.;:, 'I r I i I - I 9 �iis. - - �b I I .-.It 11 .w _: �_, mz��; ==�,;�".; L. �;.z. .-I------ ____ - - -_ � I ____ .; i ,,, . 11 . , " . .. i . 11 . 1. ) . .,�. -, ,,:, � , , ­__ I , ) 1. It ",I ",I .. - ; I TRAINING 1i "' I ! -1 I"'.., ._-, '?, _,-, .. ­117 _1 _.. _,-- " j - _1 I I -1.­ . I ! i ! ii a +,__+___ I.-L'_ Z.._Ai .. ..... _­ ­4_1_ .. I I I .- 1-1 _,­ � 1. -,--,.-.�-.-,.-,f�-,-.�--.-,...- ---]. _-__-­T­ ­­­T­ I I I I i .. .. - . ,. . 11% I . ! "I ." '. ­ . t4 I f . .......... I . ,_ I \ _\ i 1 i I'll I , 10 � . " i I.- � L i 11 t , I I -, . I I I /I f . � i I � 1 I . % .1 - . � ', , 'i ", - - , . ij� I i I 1 ... 1 I I : I I ! - 'A : ; - - . .. ! I I I t i '! 1. ` .--- ,-- '1­511�, 1 i I I 1. : 1 1 1 . I E I I I �� a I 'i 9 I , .. i. __ - I. [__ . q-11 I � ....- 41 , it - 11`,. i 0 _, i 1. I \ ml- !_ -, 1 1 ,, � I , . - I - ; z . �. , . i . -. 1 � 1 t -,.- _- -_::L I ��: � ­.- 1 % z . �."'11 - I I ­ ------- I ___1 _. - _.-L- -,.-.--I . -.-.. -- - - i ; ! . I ! \ I q .. ---..--., ­ . - I .. � I L ____j__,______._L , , . 150E I . . I I ...... : � . ----­-"­-.­L- - * . % I ) J ", '. ,; I : * I 'I " - -��!_ � I - I � 'a -1 I . - I i i " a \ I I I-,--., ; 1­-) ­ i . - " I "'i � , I __ - I I )�� .:,...:-....-I�._.�-f.�i��-'�*,_-.ii�.�'��.,!i I L I !� I I H1 , *� %, , � ­. I r i ­ . i 11 � � � 11-1-1­11-C.-F.. �.. � __ . 11 _­ i � " - ;-__Tf­; : . ; 1 1 --- 1! ;11 . HE � ;.- - - =­.a� . . : . I i % / 11 i C`�_, - -1 I'. t I 1. . ­-p=­ � ­.L.t., ­ I— - - -_Izl ­,� _­" : 1, " I I . '4r,�, r - jill , it ! I 1 I: i � i; I ___._ I - , -1 I 1. -1 --L - NEW RACK . i I- I ­ , I I . % I i -, . i � I H 0 1 i t . I .-I.- .. j i- .. - 1 j ,,, I ., I I 1 ;]=� I f ii I. 1 1 i � � , 1­ I I I : .-, I I 11 1 1 � I fl - F-11- .. � 1­ .­ I d ---.-- C��E�� ! 1 1 _._--.;,;;--------;---T--- - --- - ---..,.T. - _­­ ... �.."� ­__ -,-.,.-. -,- f . 1.1 . 11 ! 11 i I i I � I � --..! i 11 1 1 . "I -, ----- ->;� �', , 1.7--­_ -_ - L_-'d i I /--,\ "I i "I . .. � .... . ......... � i I ! I ­_':�:;1_­_'_'_ --- ­ "'! .... _ - " I I , t "I---- , ,,----i - � .�;__iw, ­­;T __��>l , . : I , t : " ".."', � I -L , 0 _� ...... - - "I ., ';T,­i5­7i! ! 11 - � , L___::�._ 1�� , __ _�fl ___.._L-.-` _... ­__.�� __ ._ I __ L___ t i � J. , , I9 "" 9.90 ­' <"j ,J C, j i � .. . I -1 %I \] , � ', .. ­..­_­._.. .. 11 . , .. i , ­1_1 I - i r i,,-,. .1 ., i " i . ", , - :i�� ­­ - ­.....__.... �_____ . .... ..... ... . . _­ __. . ...... __ - - �; 1 1 _ ___. __ 1; ___ -- "�-:__ a E7_� --- , j OU 1 ,_ __ .1 .... 11� 14.1-.1 --.j I i . - . _LL.. ILI. ------.-- __� .__ I , I I -_ : !, m F _ --- 13 14 11 5.3 7 1 - - - - - ,­ i ( ... ­ �___J . ­_! I . ! I i. I i r i JANITOR I \_� ��. I. . ! I . 1 . t i y i . . - .;! I I 1 10.44 : _izi-i I i , \� I -1 L, -- ---------- i- =71, - _t` - � I I I- . - - - - _. I; I _ 1­1­_ IL '*",;, ,I 't I I I L_. I --------- ------ .... i I 7- ­­", I - , ; r __. I I . ..._.­..­. _1 i �n MOUNT ! f.1.1! i ALCOVE . , UA i � , 1 __11,____:_.17F_1-11 :1 .... . � 10.44 - t , 1 H : I I " � I _­ 1; - 1i I I i f-----1 I i ! . i It. I �,_._ 2. . --I I _1 I END PANEL 11 � L.- __.._1:__A F128 I I I . L_J i Li L_ ii i �_ , . � 1___._­__. -r.-..---- .__._._._____.­..__­ ..... .. ! ... ....... _.­__..1.­ .­., .... ­ ALCOVE M UNTTO I � % : , i j • * ALCOVE ; i i . I f L--: END PANEL i I r-,-------"-"-- i i ; , I t i I ; I I . CORRIDOR I 7_" - . _____­ ------- ­­___.._i ............. _...._.__1._._______._.. 1__...______..._._'J I I I --I . . -i f.... 1_.. .1 919..'\t".11 ( F -, 11 . I . , -i i . , I I I ; Y I � I i . I (i� - i \ JIL LL.1 rn � I . I ,PHOTO LAB a : . G.5 -1 . - . 1 __ . Fli . . i 1 9.90 .. - 1\1 I I i i i % I ­ ". -;.-.-- 11 I . .... I, : , ....-.-:[ .... .... ...... j I . r "" ­­ . 1-W; __....... I . --------- k7::.-=­ . . , I I d "r,".1 J:�j , .5 I I I I 0 U I I I C - I i 1 1 UIU11_1_71 l \ i i -1 ___. I", --] I i . I . I t I ..., 1--.-N. 4 � . I i \ 1 : I F ....-I ­11 �. . ! 1. . ,I ....... - I I I �i-­__ It ­ I .! 11 "t._\�. -,--. I I fl I I t I �. �. . 1. V.1-- 0 I• ; I - \ . 1 , ,.. 0i : ., �. �,; q q. I .� . -i I t 1. !F I " I, I H­1, I I . - ­ -­ .. ...... I ­ - . .. ... � ... ... ­ . .... . I. I : I ..�, ....... . ��., .­ ... I .......... I ... � ... . ... __....- ..... I I 1. I . I I I ! I v - .. .. 1 a r-.4 - __1 . - ­r .. ...... __, __ !.� - �; � , I— : . i W 1 1 � i : . - _.= ., !i ­fl .�_�­_=�__.== =,��==.--=��-�.�-=�-=--=�-��..=. ...__ it I i I i i-l"It --i i - __ ! I it I I i t, I ..... .. ... , 1 i 1 t 61 . ; 1. . - _____7 . ...... r- I ; , �; i LL; L-11 /,- �-S I .z i ! i - - - - -� - - - I : .. r I i . i .i N m 11� .. .... �� , - - - - - - ill, , .. I = t A H .. __ . i .­; . . . . . .. t_ - 1 I - - - � j­_ C . . i : I ; I - I i, - - - - I - - - - - - - - - -_ - - - - - !­ I ; 1. : i % Ill I I . . I iL ; .3 it I I - 9- . i I i " I I I - t .., .1 z "�' �. . 1% %i I - - - - - - - - - - - - �. ...... i :1 (D 11 ., � I \ \ i il_-Ij � . I I i .. I . i . i 2 ''; ? .. .. . I I . 4. 1. I , � : . . 11 1 I i 1'. , 4 ii i � '- " - I 1- ..... ­r .. .. I . . , . IA 1. i .: - 1, i . � " , , , I 1 � , - , � i 1 I ... .I....'A' " ,, I I . j I I I •I I !i z I LJ, 1 . . : I -­­--i I I . - ­ T ........ , I , r �_ ! I '. I L - \ ", 11 I . , . i ------ r, I -----I jR : I 1:­ .... .... . .... _.. ... , i ... .11 : i , _�._ 1. ­ ; �. _. i I - . , -/, i % I I \ ­_­ .1 ; ­1 ... - i I I IM It . : F . � . RELOCATE 1. t 1. ; % 1� i it I . I - ., I I. ; 1 .� : % " ., . I ! i I i � � I ; i D, i : j , I .. I 1 � i I I . , I I ; I I it I - t i ; :4 i - " r i j ­ � : � _­ , . : I I RACKS, TYP A � . i v:=., 1 p R i H . H 1-1 , ! .. I i . i . - it !", i 01 , j I I - i ., : :1 yf,=_ . . . ........ 1.__.,.z_ V i? � _­ H P it I r , .. _.._.__..___. (I m . I i I' , I : I I . � 1_..__­.­. , I 1 " ig Ai I I i, : .. - I, - -i - I 0 . . . t;l I .] 1 w \ i i I I : ...... .....­­ . .... . J_ I f., ..., 1. � 0 U. i I I : it � 11 I ; . it !"-I t 1m I I � 11' i U�_ _­�_=_"A .! 4.. . , 11 I . � i1iI ;,V_.­ l.1 i -.1 i i I I I I '\ ; :. , i _'11 i I -.1. __1FS � ­ : i �­ ... ...... ­­. I I . I i x �I . i 411, i\ 1._ 1 1 - I W., I : F 0 , . i , l 1 . it , I I . . . . 7 . I . I �: I % i i . i I I i . ! % i -;,-7____, p ; I � I 1 i ...... .­_._1 : % I 11 � I � i I , J I I I � ...... i : � . � i .. k! , I ... . i . : I . I I ; . ; - ! . I ­ -, .1 1 1 i 1 1 1! i I . ,I . t 1 . _,-_---f_L_--�:-_7_11� i GROCERY ii . � . I : -2. : 11 I , i , I ; It Z1, i I I 1[r--_-.-_--_�.-_i.._-.1 I- ....... A q.­ 1 - a m ; ,� - - ! t i i I -I ...... t -311-L::) C­­ T_p1­C_I i 1 I 11, i -1 11 I . ..j 4 I i I i I -] . I.. 1_1 �_-] I � I t . i '!'ICE CREAM It - SALES 4 ` .. I !-' I - _ . ... [ Il : : I : i � I.. i . ; , , I I I , .. ) I _r : ; 11 11 i I ____ . ..... _=_=__ j I ill - i I I 1 . i ._.__.__ - _ - I !, I ,- -, " I � ,It , ; i ! ,j 1 i - __D I i" I il, FREEZER I 1�;��=,, f I 1 Egoo . [�:'=='�­: 11 I, ; I - 4 I t \ - .! uld Un-JIL-1 ._1 Z.�;j 1-i i , , . : � ... .... i ll 1 ".41 14. r I I I . . ... . . !;1 0 . ;. \ �i , ; 1__­.*-__;:"111_,_,_*_.:,_. I I I I I I . H i it \ v .. i ; I � it . z: ..; I .1 '..V, !11 t . ­ . , .111 it i ! ! . .-..I--- I '. .. I I . 1 . ; 1 i2i: 14�._ _J " 11 / , !! - H .. Im ..... .,I ; z H I . I I ; H d . .1 1 . . . . . . . . . . . .. �� �� . i � I is ! i ��,!. �:_.z� ........ . ... ___­_._..F.,__ .... :....If I . fp=_=1­T_'­' ­­­... t 1. _..­...­_._­­ __ - - - _� . ...... ;­� __� ... ­ ... : ....... :.-,: ... ::=: . . ... . :.,...!..!ji.!.!--i-�l",i.�",.!�l.-,�.! 11 I I 1 it % ` ".._7 0 H; 1 ....... 1 11 � � ��w_ I I i I ....... _:_ _:.�.. I , $ . I 1: 1: ., -, _ - , __ .­ i ; . . '- �, i i .__11.7..� �__1__....__.___­ - :_,,__:___:*:_,_­..__­1 ­_Ti�;Ir ... I . ...... _. _____._ � - -� ; .- __....­.­ _­ ­=_�­ ­'...;­__ --''-- -IL.__. .... I--- ­ .­­ ­....­­.- . . . - - - I I , I -,- • . . ! '41 a I - Ix- 1. I - - - =,- . ­...._1­__ - i , .41 i _....... ''.. - - i I.. [.., ,.! ri I .i , . .7 . I . '1L1'1`j,1 w 1 " 41, 14 'L _,�'. I I -a r ; . I , - I I I I ; i ;. . I i i ,; i I I - ?t 1 - . 8 � 1, � I i 1 ,_...__$ 1 d I i i 1. I I I I I I 19dabb.. ! 8 :1 : : I. I 11 i . , i ___ I I . , : i i i . i I --- . I 11 * I I ! i .4; . .. I I ! i i , � 11 1 I I I i `� , a *1 ; RCHITECTURAL FINISH FLOOR = 1 00.0 3' ; , I I I t *1 i ." -_ l � I t, \ . __`_`_­, i ;-. \ . J I I 1 ; . J 1 I I � r� .,� ....... 8 i I . I f (3 - I. __ - � - - I I . I _ _._ , ; I ; I . I", 1 ., � ".. I 1 . I I NOTE: . i I . a I i . .1 IT I L__ I I I I FINISH FLOOR ELEVATION AT ALL I It . I � I ,1'� ii \ L..,..",.., i I I : i - s I I DOORS = 100.00'UNLESS I I I " - i i EXTERIOR -1 , , I . ; .1 I , -1 � _ _.._-�. <( - F � . I i k , "A , , , - 1 .; : ! t ! Z L N' > 1 1 "') 'N , - I - /I . - ­ �4, NOTED OTHERWISE I I il . . ____111 ) _ i I il H - , '411, L I . - I I 2 1� 1� � ir��' r--*,--", _j ; i gyp i. i , .­1 , ­ , 1­1 ,-- ! . I . 10.44 \ _3 = ...... ­_­ __ _� - ___ - - - - .1 - - - - I - - - - - . - .1 - - - - _.; CL I - ;. .� 1 j - - - - -1 - - - - - -, - - - - - - - - __ - - - - - - I . 1 11, 0 i a �, . i I It I :.. r . M500 To � I I I z I_, I . I MEAT UTILITY I I I I I END PANEL 1 ( )_ ; : i I - - - i - - - ! .. I I I I i I z ­.; <.., I I . � :I- � _-] i I i i F912 , I ; . ___( 1 I; I '. I . . . ­- i MEAT I! .:; "I :.. i I I i , i ! t : ­ ­ -- - - ... SALES FLOOR I I H i A i i -:�j! MOLDING , , ,­t"� I � . �1 " . , , i: . : I . , Q�. , 11 . , ! ! . i I I C, , "' "' - , - - ­ .. .. ... --/,.. -- - - __6_1 i ! I 1 2 1 � it _..�,.( .,__!, ,� - - � , -.'� .-.21 ,- -,�� ­ ....­... , ,/ I . I _,-_..c�L,?_`,.,__'__,�-_ __,_,,_,,'.= ./--..,-\-.--.-\-\, Flo ; i i I 1: .� . : : . . , - N i i -;--'--COOLER . t ; .. _ . . , , % .- � 4 �'. . 6 : 1 i ; - ! i . ;. - , . 1 % , i � ,/X, _1 : i . I i j i ----- - -- -- --_------- � ..... ... 1­11 .. ..... . .......... ­_­_­_... . . ..... .... __..__...__._ ....... z.- . , - ,4-- I—. - i - t, : I _ � ....... i , .1 ........ ... 1­1 ...... . .... - ;.- I I I I ! . i : . 1, i ,-. t ; H � I 1 . s �..-.-....--.-�-.e.�.-�------.�-----I�-.-...-...-.--.....-.-. ____.­.___.­ ----.-.-.-..-..j 1. t ; I ; i - - , ; i I : i ..,- �L i E9_08� f ; I I r t i t i H � I 1_1 : i ; : ! i . . I .- � , I . . L____-_ ..L .. I I I D.5 f I - n . .. ..... .... 7'----7­A % : � : ; 11 11 � - I ; � i -1 --- �W_1­1* -I '� - ,-..,..-. - __ , ,\ - j L '. 7 ;, I t It H i /I u / ­,� �,-,­­Nls;k� ,,�­_ *,-"-?--- I I - �11':��` � \ N'.. .., 11 1_'/..., ,_ '1�1/ .../ y I - __1. .- � . .., � ­'_ ,;-,/,-,,;/ i i i; I ... - _., i I . If i I " 1 1 *_� /,_�\ i , ­ ......... 1 1 1 . r . ..... , I I : . 1 , l.,.--- . I I i .w I I : i - - , - - , * - ; it ! �i i a a & . i -,---,- _­-�-, - �.,&--, ­/_111�1,6)1&_%_��, ,�'S'l"-\",.--,,�1-11-_"_,--"--,<"�--!�"-�...,-,�..,/*.*---!�\�l-\--\� ...... . .. f� - i. i I I ! j%_ - ..,_,.-,1-.-! . ......... ; : I I . : i it .. I I ,A ,j 113.61 114.11 15 1 .Li i \ �, i 1 : I. -� 1 t IIH i ! I . I I ;88'.1 . i i. ,,/,, 1,.-_ ..... .. ­7............��---..--I-.�---..----.-�.-I-��-�..--�'.....--�-�....... ...... ­__­__­_.__1­__---�,,�, ! �, 11 1 1 " .'i s ; : ... I ...... . . . ___ . ! - i il- ,� fj i i : I it 2-A2 L"��- I , 'i 1 ; t H a 1i 1 �. I I ,4�"l I . I t ­-, NV_ ...... ____ _. I �L _A= I i / ­­ 17-1­ ;, I ; , ;,. , I I V., I : , ; 1,1 , ; : . - - --- V / , . �,� ,'; 7 11" ; . " / 'N � I Ar C.) A I --;;I�,-.'�-��,- K, , � , D i - .. .i - . ­ " 1111111miIIIIIIIII411, 'm ammo a , a I - - - - + ­ii� - - - ::-. - - . I I 0 414-1 - - A - i i I i i I I �,��-"<!4-1.�"I'l�\.!� � \[\:� L I ! ­ C ; i - ... - - ­_ . . . : I : - r_1 ; - ,� L__ ..... ­j H 0- ,,�� : , _­ > 9 1 1 � t � - = i i , t : . .- I L � : . I : I .... F . ��� I i I i ­ � , ------- .- I ,<�) k2 I-_ ..... __._j...._.....___..,._ .. ---,.---. i ---..--- ..... ....... I . ....... ­.1 - . - 1� I - - ------------ ­ - - ;`_ - - . . --'• I 1. ,�* � I I I I i ,\ 1�. .1. I ". a .1 ! I -t =,­ i 0 !. RELOCATE -4 j ..\."I.j......'�-�­­­-] I I I I I . . s . � ,., . ... . ... ­­ ..... _-F ­­ . .......... -.L-...--.-.---.----.--...---�..--..--- 1__.______._­__. I I . ! I 11.1 I i I 11 . it fN^%.,f%0, TYP - . a 0 15 I ,��" 10.44 •. 1: � .� . , , , I I -1 ; ...., ­j it 0 i � I ; I � it . - /-J/k,�, ..... ,�_) I J. .I. I I it ; . =-- - i I . "'._ . .. ...... - ___ ; ) a '. � . CA t 4, - N7 ; !i i Lt2 � _ __-.1s ".. ­.. - : I �_:, � ; i i. . I /F�7',� I I I I; :! " I : EI , ,\ -QL,I i -7- -11 ...- w H -Ill ; . I I I -­11 . I I I i . I I: I I I I I i 1: lli;il 1. li". H2 I I ;� :­__x! ­11- I , I I SEASONAL i : I i i . . . III d a . : . ; � '! . i - . SHOP ; c - - - __ - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - . .., ? - `-I ... - - - , F -m� i I/ I I �! � it ".&", 1, " , . " . .-,, 4 __'%� !I %t-,,, \, I K 6 1 1 1 1 ROOF I - - -I I I __� %11 F I - - - - - - , I i, - I I 1 ­3 . I I I 0 li .... .. ; t! I— i I i '. "' " I I I I RISER CLOSET 11 ; . I � ",F=-- ===_z ..., I I... ; " � , .- I i '�....­. -­1 I .11 (1-,'", , i i -%­�. ­­­­ .r-..,- I �, � ,_ .- ..- Hf,", 1._ ... ...... 1 : X, I . j. : I " , .- \ � I . ! -.,., '. . " ."."._-__­­ "'. � li � I '� "I , ! i : _1 1. . q ,* .. 1. � ; i . . � Z � I. .1_1 � I i it, '', I, .. , . - I .. ! :I , _.` -1� .. a I �. , . , I 9 K 7� 1. " � 0 -;.:. .1 .. ............. . .. - .. I . . - BA t i 2 1 , ! , i i 1i , I I .. I .... - ... ...1 . I I—. � I . ....... : ..... :..�.: .. .. ... :.�.:_ �, I , 6 - i I I � .. . ........ .... _._.Lww.". -.-...-.. I ; __._..__:_....:�'.. I I - ... / ; . i ! I to i I , 1, ==== ­7 i . ;I I . 1. I ­­.. ..- .. ­ ­­ ­ _1 / 1i ... ­ ­_-- N1.1 __- f� li 1 �Fj [ I'! i ­_­._'.,.",,_,m", . .1 .. 3 . I , . .. ... ­­ ; 1: . . -- -,- ;-.,. I . , _ J. i I . I � .... - --�-.-.-� .N.''. ; ­­n : !: I i%. I i, ; sm I . .11.1. - -�`�"-, ---' 'i " ` � � -=�� - '.' ,L:j.��_ I j , - 1, - 1 6,4 j 1i .1 , i it_ .14jam ,, " -, - - - ;, : � ,,, _j,�.,_.),[._,.._".,.j1 .. . ...... �'.'_, I.g., . ..... I .... . ...... �,;.�r. J.�, ... ... _­L ---- _ ; , i .. ...­­ ­ ­_...... ........ '.­- . . I 11 _ --m 6 - .... I " - _."._ -A., " i i 'i��� _', � '",­,'"', ""' _* .::�" _­_­ ­­ ..71::::, : ­ :7.1-1.1'..­T,.L­.>,__ -I.::; I ! . I '� .-ME m ...­ 1, T ..'-- ` "' "" " , . ... _ . - , � .1. I ... ___� It : ..­__._._........­1i I i .- . . _- ! . ____ I : I i: - -?1' .. - -;,.. It; i I i � . , I . . I - . - �� - .. : 1: 1 I f_, , 11"'I ­-­` 111, 11 I , � - '_­ ­_­__" "-""- - L­ ri , " '7' 1 , i - � _ I � -'--"+*-I I` = � � k l I , "... � J i i I� ..... . . . ........ - ­_ , I 1 i , J 1 1 I . �. I - ..-,--- - �­�­- I i I . i 9 %. . , r ­_ � . 1V _H I I I � j i I , ;1 i "' I A ", . i � t� ... �.t ..--. , _ _., I I i . 1 1 4 I �5 i z ­­.111.1-:­ . , - : . - - .-...&.-.. r , , ... -.9 - ; i " .... ­­ - X�k L ; t ; . .. .... ; F111-.1. 1 10.44 10.44 . I I . . . I .. I *,: i � i I j . : : S L____..__...] i 1i . , _.___­�=, ,1 ­i I- - I It i 1 E-Ni. .... i I I I I I :1 . % . � ! I !�j � ! I i I " 1h 't !I i '.! 0 - I 6 d i 1 1 / MOUNT : tlI '" I . I. f� I % �: � .. � i ...­' I i . i 1. 'I t i : .. .., ­ i -d END PA ..... � ; I . � 0. /' ! , I H . . - d 4. __ t, !r,,,_-rv- T1,11, LJI�i i I", 1. �. - � � . Id i .,� ...... -.d-.. ,­_�� - . ..] - , i It ". I - � L L . , , i , _-, f-------1, :.".- L-1. . - - - _. - - /Z p :��.. . \ " ____.___.___.._____.____ ____.___ ., �__ � ­1 - - - - - .- __ _ _.... .. ;._._.___: - . .•........ 11­.....­ . __ . ­4 444- " �,;�,_a, . A ... , ,. _ � .- - Wii!6" iiiiii_i�_ r*iiiiwi 11111111111111111111, 0 411111111111111111111111� _1.. �ommmoo�o�o�o . 0411111111111111111041 0 - STYLE r3 -_ - - - - - -_ - - - - -_ - - - - I FAMILY HAIR ,- ­ .1 , ' ;1�:- � ; ! 1 ..�­ � , - A - A 4 1 ( )__ !I! .. I - . ...f. , , . \ A5. 1 VCRE SALON / ---___�� i i % z ; !: I A5 _"� / J [T] 111'� L.. 1 ! - ...1, t 1-1 : il ;1 rl I 111_�-�11 11 i I i.MECHANICAL ANICAL A5 MECHANICAL "' . il! I / . a . 4.1 . ' � I ..�­ : i w 41 I!. t � . ... .... �­ :� ,HALLWAY I � a ! ... I ­ � :1 i . I ;1 ---H . I I ... -I i i I ; ! d , � 10.44 t i I? i d I � LLWAY � 1 o�o�o�o4�0-41MIND-06 1 . -� I .1 .1 i ;,.,:. . L .. .. ...... �� i . - I , . i . � t _ ,. �.� � 1::E�:1-\ - _ .. - d i-, !; 1; I L - . I I I - I" _1 I t.j D I, 2, (� i� I . . ) �'... , " ,� i �,�. 1 . . ; iiiiiiiiiiiiiiii­ - .oiiiiiiiiiiei� ........ !; an NNLQ_wmiiiiiilo�iiiiiiiiiiii 0 -..-. - . -.�) I ".. - ..; 14i t - , -,--""--","----------*-"--,*--,-"------,-,--,------------,--l--,---* I I frIn I.. . Ili . f ... . � � - .. f , . I ... 1.1 .: "! 21 . r I . i .. i . 1; t I .. f.. . 1.1 I d ....- ...... - - - . . � i I . . H - '. ___ ­,; ; i .; : ! � . t i i . . ­11i i I 1 o .. t - I . i 1 ,;I . I . -1 I i F (.,,,�- _/'\� ... \y - _1 I .. . . . I .; i.: - .; '* ---- / i ;. . : : I ; 7 � I � H . � ;; . . I ; 1 L J___J �� I I � ".- i � __ - 1 s . I � . ; . ..... I I I U I I ....... _- 1. � ,z =i I Iz I : ! . � . , � - i ;. - I.. ;... i -,-..-d,d- - ; .1i �..­_­ I .. I I 1 1111- __ . I I i i .1 GLAZED . ; if I - ---.-...-.. i . .. L�!�...; . , ; - . . . . . . I ;: ___11; ­­­ ;...., , . - a I - !_ . . � e d E . - - - - - . - - . - - - _ _.... _ .. ­.. . f 7i - - - it . i. . .. . . .. P I a;� ,;_ I : :% ; ! : . . 1 z � ...... .. it . _.. . I CANOPY - � , f ! ill)d I � I ; ; . ... . . ... .... I w , , , - i .. .. I I , , .. ,: � . ........ .. . - j; , " I _ _ ........ f- ­ , , , .. A.5 't !-!��E . i �.,* .. .. ........... , " . i - ­.­ � � i , " I - , : i­ I .... 7, ____� d �_�� i i ..'.....I., .... .. a, - - .. I .. .. . - - ', ... =�� ... �. , . � f- - _ �1_ 11 ......... I..'' ... ...­. . d. i- ­ . . _41 .......... .... . ..... a . ._=. _ . _ _.. .I......- - . _ ..... ... :i 11 ... I ­ ...- . I � -,-- :.. . / .. : I .; .!;. � .... ... - ­._.,. it. _-, * .. . . .- 11 1­1­1 ...1- ­­ 11 .." ... - ­ . -_ � S.. i -I ..... I : -!; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... ..... ... .... - __ =_= ... .... .. ...... � .. .. .. .. .. .. . .. . - - = _� _ . _ _ _ _ . _ . _ . _ . _ . I , "..; . ; I . . _ . 10. : I . i I / , ­1 ,,-% . ,.-!j ­­ .1 . I , _` , i� - I I ­­,c PORT =d .. i 'T ...... - - "i r u Q ';i l; . , "' I , , , i i - - - - .., - �;i - � - I , '__ � _� - : . � NAIL P 0 � .. .. ........ . �; ... � ............. .... . - ...... ____ ... ...... ...... ­_ ! 7 -;-.,�j I _..­­.­ . 11 ­ .:­ . .% "/ i t i ; i , .� I 'pr . � ------- � . .... . j ... .��_ 7. d ;I -.­ ... w I I �% � ��, . �) ; i f � I :; .r ... ­...r­1.--.-d z STORAGE . ---�"'7-�-'��'."-�.-�7-=','�-�:'�7-.��'7="�--','-7'.'.','nl�-'.'-.-,-:--,'; - ----- _ - ../ AP OFFICE ; 'F� EXPRESS I ; � . t! i ; 1 Lji� ... 1"'! ! . __ rr' 11 . , � I -..---...-----. - - ........... .. . .... � ....... ........ . . ... .......... � ...... . ... ........... . - - : : _ - ., : I - - . 41. < , .?. 3 . . _ - � ..... _.. � ! I � . � d-.d .... ..... � . )i .. . �� 9� ! . I I . r _% .. . .... 1­ I 0 ... ;illr- I a I ! c s !• . .• . I t 11 ; - �ck I,..,, . : ; . � . " . . d i ; i i Ill i;. ,­ , 1IL", -_ , �� I . . _ ,-"..:I - I , I .­.., � . CART 1i I . . I 1� i ir . ....., ....... . F _._,_:,_� -1 '. ! - =­.Q..... SHADE CLOTH ,-,-. .:4:11-d.: I .... - .: !_�(' * " -1 I'' 1­1 ­ 11 L 4 :.. I ....... t � t. : , _____L­_. 1-1. ".Q . Ij CART , I ;'�1!:11.­­ ,..- it j z; t ��vm ., ,; ; I / .fit. ".7:. f. ; : ; . � ­­1 ...... .... ............... ­­­ ­ - 1�.� I I: i , I _._­..__..__._­_ _j � ...-.r.., Q�* Q., " . " � 104A _ . . .:: ..'. I - - - I.f...- T ,(IL VESTIBULE-GR [`_�_,.,_ , - ..­] I N ; , il _­� ... � i :. . . 7 STORAGE-GR .1 �=-` H i . ­'. ; ") . VESTIBULE -GM I , !: i�­ ... I. I . II! ,, ::, z ...... i--..._: il . _. . .i ". t. I, i ; : : I !��_.'­, ...... . . - it .. ..... J 1 STORAGE -GM E__'N I I• ! � `p ......... . $ Ei. , . __ !I '. r .. 2'.. ­­­ 1 -­� ,it: I a , .. 4. li . fl. 4 t �111,- 3 t: ii . _1 1 . ; ; I . s ti F-1157 ,---. - .1..! ! ! it : ilil .i . "I' I i 1! 1 i riol i I , ; p 11 1`q "I ... - : I. . . .. - - ...... ,,,_ I .-..,n-.--�d��r�-.,,,,,,: , - - - _r ­ _ �,J; . . ... 6� .11 - -1:��:� _____-�__:_:7.��_� . . . - � .. � Ir I _, �'r ... ..:: ... d,:r­:­­' ..­.._:_.­ .... .....::j .'-: .... ...... :d.: ... :;._­-.r. '­ ... w1d .... % --- ...:-_ .... q .... _::______ ... ____-I.- - ------- __ ... .. _..__.��*,.­ ,,"r ....... 0 �4D.4�4*�O ­­ ........ -1.�.�.I.Il.l...d.11.1l.g.....�.I .... ­­­­ ..... 1.1- ­211 li: ��t.i­ ,,:,',.,",�;",4�..il'.."�"r.r ­ ,:i ..::... _1 _ � r I- �r - 10.44 . . ..• .. . . i , . '. ­ ­__­ ­ 7` I � � .,­ ; � I a .1 qo�iiiiiiiiiiel , : . . NORTH A P, . . ! , " , ­11-- I-- . .. . [ . . . . ., , I . . : . j - - i ;­ �_ 6 . , , , 1 _., r,-..'­,� � ; \­ I � - -­ * I I _ '! -, '... _ . , .1 - w. t :--- . �! Q0.44 CORRIDOR :c �! 11 "....z, ... 10.44 I I �� I . ­.. 1 4: . / .... i ; 170=)� ­_i,-.-.."-.-.---'-.�-'.----.-.-..-'-�' I _.........__ r� I i 1.._,,. ., CKK)� . I 10.44 .1 ... ­:.__�.:�,`,; _ _'..: ­­­ ..... . ........ ­ ........ . ........ � . ... . ....... ...... d ... . ....... ! . _. i i: - - -- - 1 .--.i- _T1_ �� � ..... ...... r-..d.-...d .. .. ........ ..... � ......... � , � I ,:, ;, ; - A , 1 ... I j fir-- --------- - � ..... . .... ­...­----­....., "J ; , .�,_ 1 ; .1 .1 ­� . - ­ I '. -1 - OTHER i . � ­­­­ ' . _ 1 k OTHFR - - - - 4 - - .. - - - - - - - - - - - - - - - - - - - - - - . : _ ... . - - L-41 �1.1 . - -I,. "i-.4 i t-LUUK PLAN _m ... !!�-__...._-._.�­/,--:�� - ;1 . -.111 3 1 lot = 20'-O" ��� INCOME-GR . . TYP TYP INCOME -GM Al F _117� ,..� , * Fl 073 � "11-_� I -A2 ��� � � I ( "= .IV w T = � 1 4- x as u i = 0) 1L_ w . 4� b D (0 . .= - u �� LL = L_ ox ,8 US m t= , 58 *m % w_j a0 C=) .j CDLL 2 w m j O % 9 rrL--p ., U) z w 0 .j (0 c) I­ .j ' -.0 Gig 1 ry (5 Z Lu 'c Q (D I E >_ 0co Ir- C) :r U) vV CL w N & w m 2 :) z I 101 ca ISSUE BLOCK CHECKED BY: .j.j p, 1.41 DRAWN BY: TAP PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: . 01/30/14 - FLOOR PLAN SHEET: Al A w i FLOOR AS SCHEDULED, AT PAINT DOOR TO MATCH 1 JO ADJACENT WALL, OR IF IN AN w U VCT FLOORING BUTT UNPAINTED WALL, OR WALL U INST TRANSITION STRIP RESTROOM WITH WAINSCOT, PAINT P16 Y PAINT DOOR PAINT DOOR TO MATCH U .. t •� w P102 ADJACENT WALL, OR IF IN AN 0 T1 V'1N SITION N AT EXPOS E D EDGE O F TILE E PAINT FRAME TO MATCH UNPAINTED WALL OR WALL O S 1 ADJACENT WALL, OR IF IN AN WITH WAINSCOT, PAINT P16 ^ UNPAINTED W LL OR LL 12" = 1'-0" PAINT FRAME P102 RESTROOM SIDE A , WA WITH WAINSCOT, PAINT P16 PAINT FRAME P16 PAINT DOOR PAINT FRAME TO MATCH DOOR AND FRAME AS SCHEDULED OPPOSITE SIDE P16 ADJ. WALL, OR IF IN AN BEVELED EDGE ONLY i 2" x 1/8" ALUMINUM TRANSITION , ALCOVE SALES OR CUSTOMER SERVICE UNPAINTED WALL, OR WALL WITH WAINSCOT, PAINT P16 i WHEN ADJACENT i i STRIP. T-4 THRESHOLD IN LIEU i t SURFACE IS i ; OF ALUMINUM TRANSITION AT A: RESTROOMS B: DIFFERENT FINISH CONDITIONS i i 1 UNFINISHED i FULL HEIGHT TRAFFIC DOORS i PVC (OR VCT) FLOORING L PLACE EDGE OF TILE CONC. I SLAB Z i BELOW DOOR DOOR AND FRAME PAINT TRANSITIONS ' 4 1 /4" =1'-0" — FLAT HEAD COUNTER -SUNK ANCHORS AT 12" OC TRANSITION STRIP AT PVC OR VCT FLOORING PAINT P16 EPDXY TO 8'-0" A 8'-O" WIDE, CENTERED ON COMPACTOR OPENING PAINT DOOR FRAME P81 PAINT GIRDER OR JOIST DIRECTLY ADJACENT TO WALL TO MATCH. COLOR AS INDICATED PAINT COLUMN TO MATCH ADJACENT WALL AS INDICATED PAINT CMU FROM FINISH FLOOR TO INSTALL NEW CEILING DECK AS GRID AND TILES TO ALIGN SCHEDULED WITH EXISTING AS REQUIRED AFTER HOOD HAS BEEN REMOVED. — FLOOR FINISH AS SCHEDULED EXISTING EXT CMU WALL S 1/2" = 1'-0" ECTION ANY SALES FLOOR NON PERIMETER NON -PERIMETER COLUMN WHICH FALLS GM SALES FLOOR COLUMNS GROCERY COLUMNS WITHIN 2'-0" OF A PERIMETER WALL COLUMN COLORS LEGEND EXSITING ENTRY TILE EXISTING PVC ............ ...... _ .. CARPET INTERIOR FINISH PLAN I = 20'-0" IN a0 4-0 L U W V � a $_ W �d �8 co z Q J z O U O 0 .J w 0 0 O O LjL ui 00 � w � J JC) (D o — = O o ZLu a o t F II Gig W N W g z in O ISSUE BLOCK CHECKED BY: Jjf- DRAWN BY: TAP PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 INTERIOR FINISH PLAN AND DETAILS SHEET: A1.1 SIDE ELE 1" = 20'-0" J H G F E D C B ATION r------- - - - - - - I I I REAR ELEVATION 1" = 20'-0" A A.0 OH 11111111sam COP 1" = 10'-0" ELEVATION COP VESTIBULE SIDE ELEVATION 1" = 10'-0" 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 A.0 A B C D E F G H J e L SIDE ELEVATION NEW SIGN,REF 7-A2.1. /'CAITCR ABOVE DOOR OTH FACE BAND i N N 14 15 15 14 I I CAP NEW SIGN, CAP (TYP) REF 5-A2.1 12 P4 I P124 I ni 4'-7 4'-8 1/2'. 4'-81/2"h TLE FRONT ELEVATION _-----.._I w 1 r-------- - - - - -- i � I I I -.._._ L-------- - - - - - - NEW SIGN, REF 6-A2.1. CENTER ABOVE DOOR IN SMOOTH FACE BAND REAR SEASONAL SHOP ELEVATION 1" = 20'-0" 1" - 20'-0" 1" = 20'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 EXISTING TENANT EXISTING EXISTING SIGN STANDING NEW SIGN, SEAM METAL — TO REMAIN P83 P94 P124 P94 ROOFING TO P124 REF 4-A2.1 4'-0�� P124 DO NOT PAINT GLAZED U T TTREMAIN HRC1 _L _ L_ CANOPY STRUCTURES 1 1 EIFS FIELD � � Y L r F W Ci � a mH O= �g io W }9 O w _ no mwog> uJ uJ LL rnFWZ!-&�ZVJ �VJ �SWW'�pOU�t1V O ire'-dQ�u`�iw� V- U o �LL�a�02aZO xm- W q 51 yda�, F OF CJusg 1200 MIDwir-j Hl— %0 J W 0 O o cc� LJL 2 �� Cn z W � J J ~ Gig stoor 0 Z o W 0 0 0 ID CL V V W N m¢ G 0 Z m 0 ISSUE BLOCK CHECKED BY: 1,1 R DRAWN BY: TAP PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 EXTERIOR ELEVATIONS FRONT EL 1 " = 20'-0" EVATI ON SHEET: A2 0 PRIOR TO PERFORMING THIS WORK, VERIFY EXISTING SUBSTRATE MATERIAL. IF EXISTING SUBSTRATE IS CMU OR PLYWOOD (5/8" OR THICKER), SUBSTRATE REPLACEMENT IS NOT REQ'D MOUNTING HOLE PATTERNS FOR NON -ILLUMINATED SIGN INSTALLATION I PLASTIC MOUNT FOR ALL -THREAD STUD, TYP INSTALL 1/8" DIA ALL -THREAD STUDS INTO PLASTIC MOUNTS, TYP 3/8" DIA HOLE FILLED WITH ADHESIVE SEALANT,TYP PLASTIC NON -ILLUMINATED CHANNEL LETTER "ADHESIVE SEALANTI, IS TO BE PRODUCT LN-950 BY LIQUID NAILS OR SIMILAR (POLYURETHANE CONSTRUCTION ADHESIVE, MEETING ASTM D3498 AND C557 STANDARDS, EXTERIOR APPLICATION, WEATHER RESISTANT, LOW VOC, WITH A MINIMUM SHEAR STRENGTH OF 250 PSI REFER TO SIGNAGE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS EXISTING FRAMING REPLACE EXISTING ZiltiN VA CONTRA GC TO P LIGHTS, CABINET SIGN ATTACHMENT AT EFS AND METAL STUD WALL 1 1/2" = 1'-0" FIELD VERIFY I w Uj 00PYLON SIGN DETAILS — 10 REFER TO SIGNAGE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS MOUNTING HOLE PATTERNS FOR NON -ILLUMINATED SIGN INSTALLATION PLASTIC MOUNT FOR ALL -THREAD STUD, TYP INSTALL 1/8" DIA ALL -THREAD STUDS INTO PLASTIC MOUNTS PRIOR TO SIGN INSTALLATION, TYP 3/8" DIA HOLE FILLED WITH ADHESIVE SEALANT. COAT ALL -THREAD STUD WITH ADHESIVE SEALANT PRIOR TO WALL ATTACHMENT, TYP PLASTIC NON -ILLUMINATED CHANNEL LETTER "ADHESIVE SEALANT" IS TO BE PRODUCT LN-950 BY LIQUID NAILS OR SIMILAR POLYURETHANE CONSTRUCTION ADHESIVE, MEETING ASTM D3498 AND C557 STANDARDS, EXTERIOR APPLICATION, WEATHER RESISTANT, LOW VOC, WITH A MINIMUM SHEAR STRENGTH OF 250 PSI EXISTING CMU SIGN ATTACHMENT AT CMU WALL. 1 1/211 = 1 0-011 2'. 3 3/8"L, CQ /* 8 A2.1 by A2.1 'T 'y L M 3.13 SQ.FT. 2.38 SQ.FT. SIGNAGE SIGNAGE 16-31/8" M A2.1 N ce...n.t.er, 31.47 SQ.FT. SIGNAGE 5 12'-6 1/2" CO 8 8 A2.1 . ... . ..... C" A U­­tb... ... .. , 19.47 SQ.FT. SIGNAGE 4 41' = 11.011 11 - 18'- 1 1/2" A2'1 C> or _-L"i'ving Out 49.47 SQ.FT. SIGNAGE 1/4" = I I -Olt A2.1 00 _I 04 04 rk t`, 17.97 SQ.FT. SIGNAGE 2 V' = 14-011 ij 22'- 4 7/8" A2.1 . . ... .... ..... . ... . . ... .... - - — ag M, & a,' r,� acy N 61.85 SQ.FT. SIGNAGE 1/4" = I I_0;1 U, U, U (D 4-0 a- 0 W U m� &L m iD Uj :3 ,, � 6 W9 6,_ F , 10 D 02 6 w 1 Awxg.-0giH W w -o cwp-QMp!i Ix 0 LL Z 0 OW Z E-L - ca a. a. I a LU 'Ll aco < w 20 -0 W� (0 0 fl. t Roxg m a = cr 0: -j w a C=) LJL w 0 0 w �• z w (0 ti o =Zo cr LU 0 Ito o m17 uV CL w N w ca D z CID 101 IISSUE BLOCK I CHECKED BY: DRAWN BY: TAP PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 EXTERIOR SIGNAGE SHEET: A2.1 AT SALES FLOOR WALL STANDARDS, GONDOLAS WALL STANDARDS, GONDOLAS INSTALL WAINSCOT AND BASE AFTER AND WAREHOUSE RACKING WITHOUT PEG -BOARD AND WAREHOUSE RACKING MERCHANDISE RACKS ARE SET, IN AREAS BACKING (WALL VISIBLE THROUGH FIXTURE) PAINT SHOWN DASHED FOR CLARITY. SHOWN, UP TO EDGE OF EXISTING WALL WALL AND WALL STANDARD WOOD STRIPS TO BASE STANDARDS OR GONDOLAS. PAINT AS INDICATED OMIT PAINT AS INDICATED, EXCEPT . ,: - = AT ALL PERIMETER WALL AS NOTED ABOVE STANDARDS GONDOLAS " - AND/OR WAREHOUSE RACKS 6'-10" AFF _ _ _ CONTINUE PAINT TO r PAINT TRANSITION (TYP AT - ' ' ' - �; ; h . : ',i : , r' ' - ' 1 - OUTERMOST UPRIGHT FRAME HALF -GONDOLAS) OPEN TO I WAINSCOT AS INDICATED. o BEYOND ON EXPOSED WALLS WHERE ' I a) LL I' I WAINSCOT IS NOT TO BE ` + ' ' ` ' ' ` ` • ` + ` INSTALLED, CONTINUE PAINT 4 + +'+ + ♦'+ + , + + + + + + " " " + " ` + TO FINISH FLOOR # i + `4 `i `, + 4 ♦ f 4 r f++ 4 4+ a r r ♦ + + + f + r , # , ♦ + D85 + f`♦ + , ♦ r`♦ + + + 4 + # ♦ + r + + + 4 +++ 4 + + . , + + REF PLAN VARIES ,SALES WALL FINISHES PERIMETER HALF -GONDOLAS 1/2" DIA X V-0" SMOOTH WHEN INFILLING OVER DOWEL EMBEDED 6" INTO TRENCH, 1/2 OF TRENCH 6"11 EXISTING SLAB AT 18" OC. WIDTH (12" MAX) EACH SIDE PROVIDE MIN (2) DOWELS CONCRETE SLAB TO EXISTING EACH SIDE OF TRENCH MATCH ADJACENT O CONCRETE W � DOWELING TO rBE A ° MAXIMUM OF 6 MATCH EXISTING FROM EDGE OF NEW (4" MIN) CONCRETE INFILL PLAN AGGREGATE BASE CONDUIT o CONDUIT AND SAND CUSHION OR PIPE ONLY APPLY WHEN INFILLING o 0 OVER TRENCH. DEPTH TO BE 4" SAND DETERMINED PER FIELD CUSHION CONDITIONS AND LOCAL CODES. - SLAB INFILL DETAIL g a LL W IMPORTANT!! USE CAUTION WHEN EXCAVATING FOR NEW BOLLARDS TO AVOID CONCEALED/BURIED ELECTRICAL LINES. HIGH VOLTAGE ELECTRICAL LINES MAY BE PRESENT. CONTRACTOR SHALL VERIFY LOCATIONS OF UTILITIES IN AREA OF NEW BOLLARD BEFORE EXCAVATING. FILL WITH CONCRETE AND ROUND OFF TOP 4" O.D. PIPE BOLLARD PAINT FP5 CONCRETE FLOOR SLAB 8" DIAMETER CORE DRILL N THROUGH CONCRETE ONLY HAND AUGER BELOW CONCRETE CONCRETE FILL SECTION AT INTERIOR z a LL W FILL WITH CONCRETE AND ROUND OFF TOP 4" O.D. GALV PIPE BOLLARD. DO NOT PAINT CONCRETE FLOOR SLAB 8" DIAMETER CORE DRILL N ° CONCRETE FILL SECTION AT GARDEN CENTER GARDEN CENTER/INTERIOR BOLLARD DETAIL - 6 1 /4" = 1'-0" ` r % 3l4" =1'-0" 1/2" 4" INTERIOR HM DOORS INTERIOR B 1/2" = 1'-0" 1 V-7 1/2" + OLLARD DETAIL F.V. 4'-3 1/2" 3'-0" G6 m am fm "SAW I - 803A +Lo M LL 12'-81 /2" + F.V. VACANT TENANT NEW WALL TO CONTINUE UP TO BOTTOM OF EXISTING OPENING WALL FLUSH MOUNT WITH SPACE OPENING. 6" METAL STUD BOARD -UP SINGLE TENANT SPACE 114" = V_0" INTERIOR HM DOORS ALT REAR O 9 8 7 6 5 P76 P76 SOFFIT P105 !� P105 P105 P105 I I I II j P105 i ! P105 OPEN TO � ! OPEN TO j VESTIBULE (� , • VISION CENTER ::. _....__........ ._...... _..__.._....._......... ....... _ ....._......__ D85 PS1 TYP 6.24 TYP INSTALL D65 , PS1 INTERIOR ELEVATION AND PAINT RETURNS ON ALL PILASTERS AND 3/32" = 1'-0" WING WALLS i mn vn nv�n�.civ i CORRIDOR I t •: ; �, i t; i BREAK ROOM � (.F I r r BREAK ROOM 152 INSTALL HINGE FILLER PLATE AND STRIKE FILLER li F PLATE IN EXISTING HOLLOW ! METAL FRAME FFICE FLOOR PLAN IPI . <. ill-, iil--�iili�(�1-, lii •, REMOVE HARDWOOD TRIM PAINT ALL HARDWOOD TRIM AT PILASTER TO ALLOW ABOVE TENANT WALL FOR INSTALLATION OF PS1 OPENINGS TO MATCH WAINSCOT ADJACENT WALL FINISH 10.44 ALCOVE I PROVIDE CONTINUOUS CLEAN TRANSITIONS BETWEEN PAINT COLORS 3 A5.1 H.6 9.90 ' 181A I ! I 10.44 � Q :o t A9 ' SITE TO STORE ' 163 0 --- 7 TYP I Q A9 I 8 A5.1 P105 ! _ i i 1 -„-..w,..,-,.-..�:'�":�,.,..,,..,-::-.,.._.,:�...,:�..::..2,,:�.._-:::..x,,,.,,_s,.:.:..,:..-.,,,.-gym,,,-.,_:..:.•t.=..,z- .,.,...,_. ti! i OPEN TO I COURTESY DESK •;; ..•. PSI P105 DB5 P105 6.24 TYP TYP REMOVE INTERIOR TENANT SIGNAGE AS INDICATED BELOW: AT ALL TENANTS, EXCEPT MCDONALDS, REMOVE TENANT SIGNS, WALLPAPER AND/OR ORNAMENTS ON THE BULKHEAD AND WALL BELOW UNO. MCDONALDS: EXISTING SIGNAGE ON LOWER BULKHEAD AND AWNINGS ARE TO REMAIN *00 NOT REMOVEAINT AROUND REMOVE ALL ORNAMENTS AND/OR WALLPAPER ON UPPER OR LOWER BULKHEAD AND LOWER WALLS PATCH, REPAIR AND PAINT BULKHEAD AND WALL BELOW WHERE SIGNAGE, WALLPAPER AND/OR ORNAMENTATION ARE REMOVED TO MATCH ADJACENT CONSTRUCTION AND FINISHES. WALMART OWNED TENANT SIGNS AND ORNAMENTS ARE TO BE RETURNED TO THE FIELD PROJECT SUPERVISOR. THIRD -PARTY TENANT SIGNS AND ORNAMENTS ARE TO BE RETURNED TO THE TENANT. IF A THIRD -PARTY TENANT REQUESTS THAT THEIR SIGN, WALLPAPER OR ORNMENTATION NOT BE REMOVED, CONTACT WALMART CONSTRUCTION MANAGER. P76 P105 I P105 i P105 1 I OPEN TO OPEN TO ' OPEN TO NAILPORT NAILPORT J VESTIBULE EXPRESS EXPRESS ... .. ... .. . . ...... .. _ ._._ �. P105 PS1 DB5 6.24 TYP TYP PROVIDE 1/4" GAP AT EDGE OF TEMPORARY INFILL TO ALLOW FOR EASY REMOVAL OF TEMPORARY INFILL EXISTING CEILING GRID AND REFER TO MEP SHEETS FOR EXISTING STANCHIONS AND CEILING TILE TO BE CLEANED, ADDITIONAL SCOPE OF WORK MILWORK TO REMAIN, TYP REPAIRED OR REPLACED AT THIS AREA 6 i \JJ REPLACE PVC WOOD ! t PLANK FLOORING IN j AREAS ONLY AFFECTED BY BLISTERING, DAMAGED I i MONEY TILE TO MATCH CENTER EXISTING 8 070 EXISTING MENUBOARD AND BACKERBOARD FOR MENUBOARD TO REMAIN IN PLACE REMOVE ALL OTHER EXISTING SIGNAGE AND BACKERBOARDS FROM WALLS AND AT ENTRY BULKHEAD. GIVE EXISTING SIGNAGE AND BACKERBOARD TO STORE MANAGER. REPAIR WALLS TO MATCH ADJACENT FIISHES AND PAINT PER ROOM FINISH SCHEDULE EXISTING RECESSED ELECTRICAL PANEL TO REMAIN CASH 10.44 A — ---�-- -- - EXISTING MATS TO REAMIN, TYP 13105 BULKHEAD COURTESY DESK P105 105 PSI 6.24 D65 8 WG A9 DB5 P105 PSI 6.24 � I � ( 6.24 PS1 P105 1 I. I _ '- DB5 DB5 6.24 PL4 5 6 P105 P106 A9 A9 PS1 6.24 - ----- -- - — - i - PS1 P105 COUNTING ! �l RETURN PAINT P106 STORAGE �.._ 6.24 PL4 106 D65 BULKHEADffP106 P76 BOTH SIDE 1 I AND FACE EQUIPMENT REFINISH OAK CAP AT HALF WALL TO MATCH EXISTING COURTESY DESK FLOOR PLAN A w U Q� m� co � Dy -� O w U u�0OU O w FZ= =g m cd w 0 O y 00 WWLL �OOr OW t/iHW�_uj Zi-a' t_n W g2g O HOWh..Wwa wzSQ t-2 p v FNLLWUW„OpOIYW(O,) Lu <gmwK@jQow ILL as 03QO�a-oX50�-w z O_ (gnW QLL!-Q'{yLLW Sv�aW� 02Z02w~O�ZOZ d �vai��-wZOJw�C w 0) o wQ� ~ (n4aZF�Or=- Qw0.D Z U = W O Q 7 a LL W W W = 1-ONUOw0.OWamcmw %0 J w 0 O co co —� O OLL ♦^ VJ z w J C) O ti r-- O o O � (` i g � Z Z LLI 0 Gig N a w m 0 z m O ISSUE BLOCK CHECKED BY: DRAWN BY: TAP PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 ENLARGED PLANS ELEVATIONS AND DETAILS SHEET: A5 1 /8" = 1'-0" 3/16" = V-0" LE r CUSTOMER RESTROOM FIXTURE SCHEDULE AIRPORT STYLE ENTRY ELEVATION MARK ROOM NAME SHEET NOTES 111 CUSTOMER MEN z THICKNESS OF PARTITION PILASTERS 1" u; GC IS RESPONSIBLE FOR VERIFYING TYPE OF LATCH ON PARTITION DOORS SURFACE MOUNTED i THE LOCATION, SIZE, AND STYLE OF TYPE OF WATER CLOSET TANKLESS FLUSH VALVE 1. INTERIOR PLAN DIMENSIONS ARE TO FACE OF FINISH UNO. w� EXISTING TILE PRIOR TO ORDERING. NUMBER OF 24" WIDE MIRRORS 2 2. REF SHEET A7 FOR SCHEDULE FINISH KEY � W �i ALL NEW TILE TO MATCH EXISTING 112 CUSTOMER WOMEN 3. REMOVE ANY EXISTING SEALANT AND PROVIDE A u SIZE, TYPE AND STYLE PAINT WAL P33 THICKNESS OF PARTITION PILASTERS 1" ", TYPE OF LATCH ON PARTITION DOORS SURFACE MOUNTED CONTINUOUS BEAD OF SEALANT IN THE mw z FOLLOWING LOCATIONS: o TYPE OF WATER CLOSET TANKLESS FLUSH VALVE PERIMETER OF ALL TOILETS AND URINALS TO o N CT19 A NUMBER OF 24" WIDE MIRRORS 2 WALLS AND FLOORS t 29 165 CUSTOMER MEN FIXTURE HEIGHTS I HT AND CLEARANCES G3 ,� PERIMETER OF SINKOR WALL o G S C L E N C S THICKNESS OF PARTITION PILASTERS 1 PERIMETER OF MIRRORS TO WALL TYPE OF LATCH ON PARTITION DOORS SURFACE MOUNTED mw • PERIMETER OF DIAPER CHANGING TABLE TO TYPE OF WATER CLOSET TANKLESS FLUSH VALVE WALL g COMPLY WITH THIS CHART, ANSI Al 17.1, AND ADA STANDARDS FOR ACCESSIBLE DESIGN - REGULATION REFERENCED IN PARENTHESIS CT13 E NUMBER OF 24" WIDE MIRRORS 7 4. ORDER ENTIRE RESTROOM PACKAGE OF m G3 166 CUSTOMER WOMEN MATERIALS FROM THE VENDOR LISTED IN THE THICKNESS OF PARTITION PILASTERS 1" SPECIFICATIONS. SUBSTITUTIONS ARE NOT BUTT JOINT WALL TYPE OF LATCH ON PARTITION DOORS SURFACE MOUNTED ALLOWED. TYPE OF WATER CLOSET TANKLESS FLUSH VALVE TILE AT 45 DEGREE 5. FOR ALL TOILET PARTITIONS TO REMAIN INSIDE CORNER, TYP NUMBER OF 24" WIDE MIRRORS 7 REPLACE ALL PARTITION DOOR HINGES AND 167 FAMILY LATCHES. TOILET PARTITION LATCHES SHALL BE NOTE: INSTALL PLYWOOD ACCESSIBLE CT19 A TYPE OF WATER CLOSET TANKLESS FLUSH VALVE w BACKING IF EXISTING MULTIPLE -STATION LAVATORY LAVATORY SURFACE MOUNTED SLID TYPE. EXISTING cn w nO � oF-° G3 NUMBER OF 24" WIDE MIRRORS 1 w � � � '' � ~ CONDITION DOES NOT MEET CENTER PARTITION DOORS WITH INTERNAL LATCHES co o N w cwi aw z OL z SINK MANUFACTURE SPECS. SANITARY ELECTRIC WATER NOTE: INFORMATION CONTAINED IN THIS SCHEDULE IS FOR INFORMATIONAL ARE TO BE REPLACED AND SURFACE MOUNTED LL o z z N MIRROR OVER MITER SANITARY MOLDING LATCHES INSTALLED. LAVATORY NAPKIN COOLERS PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ACTUAL DISPOSAL TYPICAL ELEVATION AT PIECES 22-1/2 DEGREE TO CONDITIONS, MATERIALS AND DIMENSIONS NECESSARY FOR REPLACEMENT, 6. REF 8,11-A5.1 FOR FIXTURE HEIGHTS AND 0. g g w a N o w SOAP DISPENSER SINGLE COMBINATION AIRPORT STYLE ENRTY FORM 45'DEG SIDE CLEARANCES. w cr� o ti coo =o INSTALLATION OR REFURBISHING. n- CORNER TYP CT13 D z w w a LL w w KEYNOTES =z ACCESSIBLE G7 Ov�`wT�pz `wvQo� w w 6.24 48 HIGH WAINSCOT. ~ � u- `3R_ o z awc :) z -�QOLL(q O �U $c�-a wr owUjLu c g z z - 10.06 TOILET PAPER HOLDER �_ {- G Z � - w W ('�% uj �' w " =zu1Oa�R'LLJwuwwsi - (D r-o UOm(Lo KnKKat,- � � � a � a 'a' � C) x � U x 10.09 SOAP DISPENSER REF SPEC Q. ow�wo�w a�N�v�ig U O Q v v _ _ o �ti C9 _ emu. C9 �aa�Z��o�o�a� v x m o co N v _ oo w z` J L ` J z r w REMOVE ELECTRIC WATER 10.13 STAINLESS STEEL TOILET COMPARTMENTS co c� io 04 g N g ZQ COOLERS FOR NEW WALL Q O O �'' 0 x HC �'' 0 x FINISHES, TYP 10.14 GRAB BARS SOAP DISPENSER INSULATE WATER - 10.34 MATCOVE MIRROR H EXISTING AND INSTALL NEW, SIZE TO (4.19) LINES AND DRAIN PROVIDE MATCHING ;! I Or - REMOVE PARTITIONS, TYP AT SINGLE FIXTURES SKIRT ON UPPER I ! (4.19-ANSI Al17.1) UNIT > ---- c==- <I NOTE: THIS ELEVATION IS REPRESENTATIVE OF TYPICAL A•5 FIXTURE MOUNTING HEIGHTS AND CLEARANCES. REFER l� TO PLAN FOR FIXTURES TO BE INSTALLED. z FIXTURE HEIGHTS AND CLEARANCES _ �- REMOVE MIRROR, TYP __ Q 1 ' + ( -' j WALL FINISH NOT 3'-3" f REMOVE SOAP SHOWN FOR CLARITY 42" GRAB z -0 !- i yY j I DISPENSER BAR O 11 rR 18" GRAB V % I BAR ( TOILET PAPER 1 �_% ' REMOVE PLASTIC 3-6 1 -0 DISPENSER TOILET PAPER NAPKIN l HOLDER, TYP MIN MAX DISPOSAL j WHERE SHOWN ON p REMOVE PLASTIC (-�[ j� PLAN O O O PAPER TOILET R,+, _: �� _,:... +� ��� CHILD 7„ - 9„ 5 1/2 w HOLDER �.r' [ i - - ,� SAFETY ' SEALANT j ' REMOVE MIRROR SEAT �� C� STAINLESS STEEL cl REMOVE SOAP -cAH .6 I - DISPENSER - �' z TOP AND CORNER I i__-; - w TRIM-C REF SPEC i -- _ ! i . �Q o jL' O 09310 - - - - I __ I Y_ _ _�4 _ _ A ch W - r i Q -! O -. m � o z 'C; �' N fV - OQ O = Z O / r \ I 0O j-jL O ~o 1/4" GYP BD \ REMOVE SOAP i-- W co , PROVIDE 5/8" DISPENSER cQ TYPE X GYP BD AT RATED CONDITIONS i di REMOVE MIRROR 1 STALL 2-0 MIN `O ACCESSIBLE „ FRONT CUSTOMER T-6"MAX 0 1 ' i 1/2" PLYWOOD(TYP) REF PLAN FAMILY RESTROOM RESTROOM DEMOLITION Gig W DEMOLITION PLAN PLAN ENLARGED STALL ELEVATION N W `' . 1 O „ _ „ �✓ 1 /8" = 1'-0" 8 1 /2" = 1'-0" � w ca SOUND 1 1/8 - 1-0 w BATTS - - x z U) STAINLESS m OSTEEL TOP AND ACCENT TILE NEW FINISHES EXCEPT AT CORNER TRIM-C z O � WALL TYPE "Y" REF SPEC 09310 0 1/4" CEMENT BD (TYP) ; j PROVIDE 5/8" CEMENT SEALANT ISSUE BLOCK w BD AT RATED P105 w CONDITIONS WALL TILE EXISTING PSI 6.24 REF ELEVATIONS _ - _ FINISHES EXISTING FINISHES J " ' '' DB5 RE -INSTALL ELECTRIC w EXISTING I TO REMAIN T - - - WATER COOLERS ONCE METAL STUDS N WALL ES ARE O I _ INSTALLED, FINISHES H - i I \ 4' 0„ MI 2''6" 4' 7 1/2" 4, 0�, MI u. 1/2"CEMENT BD i PATCH AND REPAIR CEILING AS _ _ N CLEAR N CLEAR w IN LIEU OF SEALANT -. I REQUIRED FOR NEW WALLS E CT13 / CT13 E REF TOILET ELEVATION PLYWOOD FOR j D CT13 CT19 A A CT19 CT13 D FOR TILE TRANSITION I BOTTOM 6" G7 G3 G3 G7 �) I i I AND PAINT WALLS P33 METAL STUDS SANITARY FLOOR MOLDING j ABOVE TILE I . ,, �. SANITARY FLOOR :.;.; ; PATCH AND REPAIR FLOOR, MOLDING I COVE BASE AND WALL TILE AS - _ H FLOOR TILE REQUIRED FOR NEW WALLS _ -1 - 112" PLYWOOD EXISTING FINISHES ( Q ALCOVE ALCOVE Q EXISTING FINISHES TO REMAIN TO REMAIN ' J 113 114 w 1/4" CEMENT BOARD 1_07 U -_ U 7 ,� i SANITARY FLOOR MOLDING OUTSIDE - - - REF 5-A5.1 FOR NEW REF 5-A5.1 FOR NEW - z z 12 _ .. __ A5.1 A5.1 Y3 TYP 1/16 GROUT G7 CORNER - = WALL FINISHES WALL FINISHES = JOINT (TYP) EXISTING FINISHES EXISTING FINISHES Q co 9 to TO REMAIN TO REMAIN EXISTING HET _ ABOVE, PAINT P33 ENLARGED WALL SECTION TIDE CORNER DETAIL BOTH SIDES, OUTSIDE CO RESTROOM ALCOVE FINISHES � 4'-0"MIN. CLEAR 4'-0"MIN. CLEAR � c 7 6 5 T3 TYP T3 TYP 3" = 1'-0" 3" = 1'-0" 1 /4" = 1'-0" Y3 T�P 12 � U 12 1 -0 12 A5.1 OH A5.1 z io m ii 6 4'-0"IMIN. CLEAR 4'-0" MIN. CLEAR REMOVE MIRRORS, TYP REMOVE SOAP L v ' w CUSTOMER L._.-.._._. - - _. I.__-.j 30 c 4DISPENERS, TYP..,,,_ CLEAR TYP I I 111 ,E AND LEVE\ „ FLOOR SPACE(TYP) _- _ r i ........................I 30 X48 CLEAR § REMOVE PARTITION AND DOOR I 0 HC I .. I, _ AND LEVEL I I� -�- 5' DIAMETER ' ,1 /' . ....~ -� > :y J TURNAROUND REMOVE FIXTURE / it �1-OQ-s.......... ��-- _.._._.._... --- ._...._ I � �: � i ro � ... ..... ... �r.,m-�m„d. - � �,� FLOOR SPAC _..___._.... _ ....__. _ , O O ...... ... ... ....... , n ` ti I ......... is ""'. .' i i a v y a1 [ .....4 1 48 MANEUVERIN 10.34 10.09 /. . t t t� t .. .. ... SPACE ;... TYP OF (6) TYP OF (4) f `\ �. I U .. `� r - ,J /-', ram. .. ............ \ .r' " ............ - - .. \. CUSTOMER f ; .... A 30"X48" CLEAR r t / / �.., REMOVE ELECTRIC WATER ' 30 X48 CLEAR 10.13 h WOMEN S \ :Y/` ,. -s � . ~_ __ ......_ r� COOLERS FOR NEW WALL AND LEVEL � AND LEVEL V DIAMETER z /' \..... T. :. - ........:.......: µ FINISHES TYP TYP LO 3`L O FLOOR SPACE .. 166 .... 10.09 FLOOR SPACE 10.06 TURNAROUND / --- -- r-- CUSTOMER �_._.._..._..--.. 10.14 E� .- 5' DIAMETER WOMENIS REMOVE PLASTIC i ? - ? _ ? ? ? e I 4 ____._._._ _.____._.....-.. ;_::_ _:_:.:_,_ ,~_, I - stg TURNAROUND j TOILET PAPER HOLDER, TYP --, ? ................ I O O f- O -1- I, (-. O -f- i O -1- ! \ i. 10.14 S 1 \ O S O S �O S% 1 \. 0 s \ ;i REMOVE SOAP 15 ; \ d'' / �\ cPo ' O cPo O cA. / J \ i VERTICAL \� I �\ \'A % 1 00 Shy DISPENERS TYP ,. . 0 X5 CLE R .. I AND.LEVEL'.'.. v� ( -... RE INSTALL ELECTRIC I FLOOR SPACE I �- 15' ° _ ° ° ° ° WATER COOLERS ONCE NEW I r. - ° ? MI i _ REMOVE SOAP REMOVE MIRRORS, TYP [ 10.34 . I EA �� TW1(P L FINISHES ARE INSTALLE -~'~~ :! DISPENERS 1 D - . S D ` 48 MANEUVERIN s ........... ..... -- P I I) } I m ... SPACE % `= i �Op sTYP REAR CUSTOMER RESTROOM DEMOLITION PLAN -10.0 �HC ti. H - i r - �- 1006 HC : 1/8 =it _ _...__. __. _. .. -- - -- - _ . ,. .. . 48" MANEUVERING SPACE HC- I HC ,. HC` r� -•.f k::::� iE ALCOVE ' 10.09 i 7 . ..... .... . __ I _. i 164 .. .... . 1'... _. _..__ ; ........ + - _ H .6 i .. ... . ... ... . . ... r , \ 8� I 10.34 . - I �- - -. i I FLOOR SPACE R _ , 30 X48 CLEAR AND LEVEL , ..... .. I �}. ;�..6.0 X59. CLEAR.... i t '� - 6 0� .. „ „ �... �. 3 . ... . �'`< � AND LEVEL ...... ..�. .. r\ i .. --+-- 5 DIAMETER ! 30 X4 CLEAR 10.06 ,. ' FL0017 SPACE�h`b j i TURNAROUND -�"� AND EVEL.;_. . t : ...... „ ......... t .............................: / Q-� - ..._._ .. -- _ .:J i : FLOO SPACE(TYP) , .... �. _.___ .. :.{ 30 X48 CLEAR -- p, O i CUSTOMER 1 - - + AND LEVEL /¢ FAMILY:: ti . .......... �`... I - .. __. __ __ _.. _ - `l' O 10.06 MEWS `� r" I OH i ' f 60"X59" CL FLOOR SPACE(TYP) RESTROOM r It 8 - A5.1 60"X59"-CLEAR.'..' r 60"X59" CLEAR ui / \ ..... TYP 165 \\ , i �. i8 - A5.1 EAR 167'.' . '. `AND LEVEL Q 48 MANEUVERING AND LEVEL AND'LEVEL �'RESTROOM ao SPACE i I ; FLOOR -SPACE { } FLOOR SPACE' ! FLOOR SPACE .......... t 5' DIAMETER .. _ 4 �� ; i� I i i TURNAROUND'.-.: ,r .. I ! '� I i ......lIL..J11 PLANS AND TYP OF 6) TYP OF 4) i �, CU 10.09 Go 10.34 10.09 1 _ I _� r; ; : DETAILS i { _ (� - - - - - - - - - - A - - ' i H _:. _..:. _.�_ _:.. FAMILY RESTROOM 30"X48"CLEAR CUSTOMER REAR RESTROOM AND LEVEL FLOORSPACETYP % CUSTOMER FRONT RESTROOM 1 3 3/8" = 1'-0" ` 3/8" =1'-0" 3/8" =1'-0" SHEET: A5.1 CHECKED BY: DRAWN BY: TAP PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 FINISH KEY REF SPECIFICATIONS FOR EXACT COLORS REI MARK FINISH COLOR ACT1 ACOUSTICAL CEILING TILE WHITE ACT2 ACOUSTICAL CEILING TILE WHITE ACT3 ACOUSTICAL CEILING TILE WHITE ACT4 ACOUSTICAL CEILING TILE WHITE ACTG ACOUSTICAL CEILING GRID WHITE B6 PLASTIC BASE BLACK B9 PLASTIC BASE BLACK B10 PLASTIC BASE OUTSIDE CORNER BLACK Cl CUSHION BACK TILE CARPET C3 CUSHION BACK TILE CARPET WALNUT CC CONCRETE CURB CT2 ENTRY TILE RED CT13 (D) RESTROOM TILE BROWN CT13 (E) RESTROOM TILE BROWN CT19 (A) RESTROOM TILE IVORY CT19 (B) RESTROOM TILE IVORY D135 DURA-TUFF BASE BLACK DB10 DURA-TUFF BASE BLACK ETR EXISTING TO REMAIN FRP1 FIBERGLASS REINFORCED PLASTIC WHITE FRP2 FIBERGLASS REINFORCED PLASTIC BEIGE FRP5 FIBERGLASS REINFORCED PLASTIC ALMOND G1 GROUT DARK GRAY G3 GROUT LIGHT TAN G7 GROUT BROWN HRC1 HEAT RESISTANT COATING TO MATCH COPPER BROWN BY BERRIDGE ICC INTEGRAL COLORED CONCRETE BROWN P5 PAINT "SAFETY YELLOW" OSHA STANDARD P16 PAINT "SOFTWARE" #7074 P21 PAINT "SAFETY RED" #4081 P33 PAINT "DOVER WHITE" #6385 P76 PAINT "MEDIUM WALMART BLUE" #076 P81 PAINT "TRICORN BLACK" #6258 P83 PAINT "COBBLE BROWN" #6082 P94 PAINT "EXTERIOR DROMEDARY CAMEL" #76E P100 PAINT "NOTABLE HUE" #6521 P102 PAINT "BEACH HOUSE" #7518 P105 PAINT "ICELANDIC" #6526 P106 PAINT "AFTERNOON" #6675 P124 PAINT "MEADOWLARK" #7522 P200 PAINT "DURANODIC BRONZE" #7248-0044642 PF4 LEAD -COTE METALLIC PL4 PLASTIC. LAMINATE MAPLE PL6 PLASTIC LAMINATE LIGHT -TAN PL12 PLASTIC LAMINATE BLACK PL15 PLASTIC LAMINATE BROWN PL20 PLASTIC LAMINATE TAN PL23 PLASTIC LAMINATE DARK GRAY PSI PROTECTIVE SURFACE WALMART BLUE PVC1 PVC PLANK FLOORING WOODGRAIN QT3 QUARRY TILE GRAY OT31 QUARRY TILE RED SS STAINLESS STEEL SST1 SOLID SURFACE SCB1 SANITARY COVE BASE RED SCB2 SANITARY COVE BASE GREY SCB4 SANITARY COVE BASE RED SCB5 SANITARY COVE BASE GREY TC TEXTURED CONCRETE GRAY VCT9 VINYL COMPOSITION TILE WHITE VCT11 VINYL COMPOSITION TILE BEIGE VCT12 VINYL COMPOSITION TILE TAN WB 2x8 WOOD BASE WB10 2x10 WOOD BASE WG PLASTIC WALL GUARD BLACK OR GRAY DOOR & FRAME SCHEDULE MARK ROOM NAME DOOR FRAME Fire Rating NOTES MARK NEW/ETR TYPE MATERIAL QTY NOMINAL SIZE GLASS NEW/ETR TYPE MATERIAL DETAIL W H HEAD JAMB ITHRESHO LD SALES FLOOR 104A CART STORAGE -GM ETR S1 STL 1 18' - 0" 4' - 8" - 5 - 16 104A 118A CART STORAGE-GR ETR S1 STL 1 12' - 0" 4' - 8" - - 5 16 118A 129A ALCOVE NEW E PLASTIC PR T - 0" V - 0" ACRYLIC ETR STL-BP 27 129A 150E CORRIDOR NEW E PLASTIC PR 3'- 0" 7' - 0" ACRYLIC ETR STL-BP - - 27 150E 181A IALCOVE I NEW IE I PLASTIC IPR 1 3' - 0" 1 7' - 0" ACRYLIC ETR - STL-BP - -- - 27 181A AUTO CENTER 602A I MECHANICAL ROOM I ETR IF I HM-STL 11 4'- 0" 1 V - 0" - ETR 2 HM-STL - 5 602A TENANT SPACE 803A IVACANTTENANT NEW F HM-STL 1 T - 0" 1 7' - 0" 1 3/4" 1 NEW 11 1 HM-STL 14 13 - --F 803A GROCERY 909B 1PRODUCEPREP NEW I E I PLASTIC JPR 1 T - 0" 1 T - 0" JACRYLIC I ETR STL-BP - - 27 1 909B 935A I CAKE DECORATING I NEW 1Y. I PLASTIC 11 1 VERIFY 1 4'-0" - 30 1 935A DOOR SCHEDULE NOTES 1. REPLACE BUTTS OR HINGES. REF SPEC. 2. REPLACE ALARM OR EXIT DEVICE. REF SPEC. 3. REPLACE LATCH OR LOCK SET, REF SPEC. 4. REPLACE PUSH AND/OR PULL, REF SPEC. 5. INSTALUREPLACE AUTOMATIC CLOSER, REF SPEC. 6. REMOVE DOOR CLOSER. PATCH AS NEEDED. 7. REPLACE ARMOR PLATE AND/OR KICKPLATE. 8. REPLACE STOP, HOLDER, OR ELECTROMAGNETIC DOOR HOLDER, REF SPEC. 9. REPLACE THRESHOLD, REF SPEC. 10. INSTALUREPLACE CONTINUOUS GEARED HINGE, REF SPEC. 11. REPLACE DOOR COORDINATOR, REF SPEC. 12. REPLACE ELECTROMAGNETIC LOCK, REF SPEC. 13. REPLACE LOCK GUARD, REF SPEC. 14. REPLACE ONE-WAY VIEWER, REF SPEC. 15. INSTALL 5"X20" WINDOW IN DOOR. 16. INSTALUREPLACE FLEXIBLE STRIP DOOR 17. INSTALL SECTIONAL DOOR TRACK RETURN AT MAXIMUM HEIGHT AND AS CLOSE TO ROOF STRUCTURE AS ALLOWABLE BY MANUFACTURER. 18. REPLACE DAMAGED SECTIONAL DOOR PANELS. 19. REPAIR DAMAGED EXTERIOR WALL CORNERS AT ROLL DOOR OPENINGS. 20. FULLY GASKETED FOR NEUTRALIZATION. 21. NOT USED 22. PROVIDE 1" CLEARANCE BETWEEN EDGE OF STRIKE SIDE OF DOOR AND ADJACENT CASEWORK. 23. NOT USED 24. ENSURE GATE IS OPERATIONAL AND LATCHES. REPAIR GATE TO PROPER WORKING CONDITION IF NEEDED. 25. COORDINATE INSTALLATION OF SIGNAGE WITH DOOR MANUFACTURER: I" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND, TEXT TO READ "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" 26. REMOVE EXISTING DOOR AND HARDWARE. EXISTING FRAME TO REMAIN. INSTALL HINGE FILLER PLATE AND STRIKE FILLER PLATE IN HOLLOW METAL FRAME. 27. FLEXIBLE TRAFFIC DOOR COLOR TO BE BLACK. PAINT DOOR FRAME P36. DO NOT PAINT STAINLESS STEEL FRAMES. 28. FLEXIBLE TRAFFIC DOOR TO BE KHAKI. PAINT DOOR FRAME P102. 29. INSTALL HINGE FILLER PLATE PRIOR TO INSTALLATION OF CONTINUOUS HINGE. 30. PROVIDE VENDOR WITH FIELD VERIFIED DIMENSION OF CLEAR WIDTH AFTER REFRIGERATED CASES HAVE BEEN INSTALLED. DOOR COLOR TO BE BLACK. 31. SHELF ON DOOR TO BE STRIPPED, CLEANED, AND FOR PARTITION TYPE REF PLANS CONTINUOUS SEALANT NO STOP AT CASED OPENING DOOR GENERAL NOTES 1. INSTALUREPLACE ALL WEATHER STRIPPING AND GASKETS AT ALL EXTERIOR HOLLOW METAL DOORS. REF SPEC 2. ALL DOORS SCHEDULED AS NEW ARE TO RECEIVE COMPLETE NEW HARDWARE SETS AS LISTED IN SPECIFICATIONS. 3. AT INTERIOR HOLLOW METAL DOORS TO REMAIN, INSTALUREPLACE REINFORCING PIVOT WHERE MISSING OR BROKEN. REF SPEC. 4. ALL UL RATED DOORS TO RECEIVE PAINT MUST HAVE UL LABELS IN PLAIN SIGHT AND BE LEGIBLE. IF EXISTING LABELS HAVE BEEN PAINTED'OVER, TEST PAINT REMOVAL IN ONE LOCATION. IF PAINT REMOVAL DAMAGES UL LABEL, CONTACT CM FOR FURTHER DIRECTION. IF TEST UL LABEL IS NOT DAMAGED FROM PAINT REMOVAL, REMOVE PAINT FROM ALL UL LABELS. 5. REFERENCE ELEVATIONS ON A2 FOR EXTERIOR DOOR COLORS 6. SCHEDULED WIDTH AND HEIGHT INDICATE FINISHED OPENING SIZE AT ALL OVERHEAD AND COILING DOOR LOCATIONS 7. SCHEDULED WIDTH AND HEIGHT INDICATE ROUGH OPENING SIZE AT -ALL AUTOMATIC SLIDING DOOR LOCATIONS. 8. INSTALUREPLACE DRIP CAP AT ALL NEW EXTERIOR DOORS AND EXTERIOR DOORS TO BE REPLACED. 9. INSTALUREPLACE AUTOMATIC ALL MISSING OR DAMAGED DOOR SILENCERS. 10. AT ALL DOORS IMMEDIATELY ADJACENT TO CUSTOMER AREAS, ADJUST EXISTING DOOR HARDWARE TO PROPER WORKING CONDITION. 11. UNLESS NOTED OTHERWISE, GENERAL NOTES APPLY TO ALL DOORS IN THE STORE, NOT ONLY THOSE IN THE DOOR SCHEDULE. VA� IAMB DOOR MATERIAL KEY MARK DESCRIPTION ACRYL ACRYLIC AL ALUMINUM LINK ALUM ALUMINUM CL CHAIN LINK HM-STL HOLLOW METAL -STEEL OM ORNAMENTAL METAL PLAST PLASTIC STL STEEL STL-P STEEL PIPE STL-BP STEEL BENT PLATE TEMP TEMPERED 1 1 /2" =1'-0" 2" 2" 2" 2" NO STOP AT CASED OPENING TYPICAL DISTANCE TO N WALL AT HINGE SIDE ONLY +4 UNO 4-r- CONTINUOUS SEALANT DOUBLE STUDS WALL TYPE REF 2 PARTITION TYPES HOLLOW METAL HOLLOW METAL BRUSH WITH ALUMINUM HOLDER ON BOND BREAKER REF DOOR SCHEDULE FOR LOCATIONS INSIDE OVERHEAD DOOR MOUNT. EXTEND V-0" BEYOND DOOR. RETURN TO WALL AT ENDS. REF DOOR SCHEDULE FOR LOCATIONS FLEXIBLE STRIP DOORS EXISTING OVERHEAD DOORTRACK EXISTING VINYL WEATHER STRIP EXISTING ANGLE EXISTING OVERHEAD DOOR EXISTING CONT SEALANT E FULL HEIGHT TRAFFIC INTERIOR BRUSH OR GASKET AS SUPPLIED AT ENTIRE PERIMETER CLEAR VIEW VISION PANEL 5"xl 8" STEEL JAMB GUARDS 2'-0" HIGH `- IMPACT BUMPER ON EACH SIDE F OF DOOR FLUSH ROOM FINISH SCHEDULE RED RM # PLAN REFERENCE ORIENTATION D ROOM NAME B FLOOR WALL CEILING NOTES DESCRIPTION C A FINISH A B C D MAT FINISH HEIGHT 24"x48^ BASE FINISH BASE FINISH BASE FINISH BASE FINISH 24"x48" VINYL FACED NON -PERFORATED SALES FLOOR 24"x48" 100 SALES FLOOR ETR REF Al. 1 REF A1.1 REF A1.1 REF A1.1 REF A1.1 REF Al. 1 REF A1.1 REF AI A ETR - ETR 23,36 24"x48" 101 103 VESTIBULE -GM OTHER INCOME -GM ETR ETR -- - P105 P105 - --- P105 P105 --- - P105 P105 - - P105 P105 ETR ETR - - ETR ETR 9,23 4,8 104 CART STORAGE -GM ETR ETR P105 ETR P105 - P105 - P105 ETR P33 ETR 4 6"x 1/4" 105 COURTESY DESK ETR REF 1-A5 REF 1-A5 REF 1-A5 REF I-A5 REF I-A5 REF I-A5 REF 1-A5 REF 1-A5 - ACT1 ETR 3,36 4"x 1/4" 106 RETURN STORAGE ETR REF 1-A5 REF I-A5 REF 1-A5 REF 1-A5 REF 1-A5 REF 1-A5 REF 1-A5 REF 1-A5 - ACT1 ETR 3,36 111 CUSTOMER MEN'S ETR ETR P33,ETR ETR P33,ETR ETR P33,ETR ETR P33,ETR ETR P33 ETR 5,10 112 CUSTOMER WOMEN'S ETR ETR P33,ETR ETR P33,ETR ETR P33,ETR ETR P33,ETR ETR P33 ETR 5,10 113 ALCOVE ETR REF 5-A5.1 REF 5-A5.1 REF 5-A5.1 REF 5-A5.1 REF 5-A5.1 REF 5-A5.1 REF 5-A5.1 REF 5-A5.1 ETR P33 ETR 5,10,31 114 ALCOVE ETR REF 5-A5.1 REF 5-A5.1 REF 5-A5.1 REF 5-A5.1 REF 5-A5.1 REF 5-A5.1 REF 5-A5.1 REF 5-A5.1 ETR P33 ETR 5,10,31 12"x 24"x 3/8" 115 VESTIBULE-GR ETR - P105 - P105 - P105 --- P105 ETR - ETR 9,23 6"x 12" 117 OTHER INCOME-GR ETR - P105 - P105 - P105 - P105 ETR - ETR 4,8 3"x IZ' 118 CART STORAGE-GR ETR ETR P105 ETR P105 - P105 - P105 ETR P33 ETR 4 12"x 24" 126 SEASONAL SHOP ETR REF AI A REF AI A REF A1.1 REF A1.1 REF A1.1 REF Al. 1 -. - ETR - ETR 23 12"x 18" 128 ALCOVE ETR ETR P105,P76 ETR P105,P76 ETR P105,P76 ETR P105,P76 ETR --- ETR 13,21,36 51 151 BREAK ROOM ETR ETR P105 ETR P105 ETR P105 ETR P105 ETR - ETR 2,21,36 10" 152 BREAK ROOM #2 ETR ETR P105 ETR P105 ETR P105 ETR P105 - ACT1/ACTG ETR 36 163 SITE TO STORE ETR D65 Pl05,PSl DB5 Pl05,PSl D135 P105,PS1 DB5 Pl05,PSl - ACTI ETR 3,36 FRP WALL PANEL 164 ALCOVE ETR D65 Pi05,PS1 D65 Pl05,PSl - - D65 P105,PS1 - ACT1 ETR 3 FRP WALL PANEL 165 CUSTOMER MEN'S ETR ETR P33,ETR ETR P33,ETR ETR P33,ETR ETR P33,ETR ETR P33 ETR 5,10 FRP WALL PANEL 166 CUSTOMER WOMEN'S ETR ETR P33,ETR ETR P33,ETR. ETR P33,ETR ETR P33,ETR ETR P33 ETR 5,10 167 FAMILY RESTROOM ETR ETR P33,ETR ETR P33,ETR ETR P33,ETR ETR P33,ETR ETR P33 ETR 5,10 PHARMACY 300 1PHARMACY REF A1.1 B9 P40,P100 B9 P40 B9 P40 B9 P40 - ACT1 ETR 3 302 1 PHARMACY CHECKOUT REF A1.1 B9 P105,P40,PL4 B9 PL4 B9 P105,PL4 B9 P105,PL4 ETR - ETR - AUTO CENTER 600 LUBE & TIRE MOUNTING AREA ETR - REF A1.1 - REFAI A - -- - REF A1.1 ETR - ETR - 601 TOILET ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR - ETR 5 604 CUSTOMER SERVICE ETR D135 P105,PS1 D135 P105,PS1 D135 P105 DB5 P105,PS1 - ACT1 ETR 3,36 606 WAITING ETR DB5 Pl05,PSl DB5 Pl05,PSl DB5 P105 DB5 Pl05,PS1 --- ACT1 ETR 3,36 VISION CENTER 700 VISION CENTER ETR ETR P40 ETR P40 ETR P40 ETR P40 ETR - ETR 2 701 ADJUSTMENT ETR ETR P40 ETR P40 ETR P40 ETR P40 ETR - ETR 2 702 CONTACTS ETR ETR P40 ETR P40 ETR P40 ETR P40 ETR - ETR 2 703 PRETEST ETR ETR P40 ETR P40 ETR P40 ETR P40 ETR - ETR 2 704 RECORD RETENTION ETR ETR P40 ETR P40 ETR P40 ETR P40 ETR - ETR 2 705 EXAM #1 ETR ETR P40 ETR P40 ETR P40 ETR P40 ETR - ETR 2 706 EXAM #2 ETR ETR P40 ETR P40 ETR P40 ETR P40 ETR - ETR 2 707 WAITING ETR ETR P40 ETR P40 ETR P40 ETR P40 ETR - ETR 2 TENANT SPACE 800 MONEY CENTER ETR DB5 P106 DB5 P105 DB5 P106 D65 P106 ETR - ETR - GROCERY 900 GROCERY SALES ETR REF A1.1 REF A1.1 REF Al.1 REF A1.1 REF Al. 1 REF A1.1 REF Al.1 REF A1.1 ETR - ETR 23,36 901 SERVICE DELI ETR ETR ETR - P106 ETR ETR - --- - ACT2 ETR 3,15,31,33 902 DELI PREP ETR ETR, ETR ETR ETR ETR ETR ETR ETR ETR - ETR 2,15,21,31,33 906 BAKERY ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ACT2/ACTG,ETR ETR 2,15,21,31,33 908 MEAT HOLDING COOLER ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR - ETR 15,31,33 909 PRODUCE PREP ETR ETR ETR ETR ETR ETR ETR ETR ETR - ACT2 ETR 3,15,31,33 912 MEAT UTILITY ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR - ETR 15,31,33 919 ALCOVE ETR ETR P106 ETR P106 ETR P106 ETR P106 ETR - ETR 17,21,36 935 CAKE DECORATING ETR ETR ETR I-- - - - I ETR ETR - ACT2 ETR 3,15,31,33 6"X6" ABRASIVE 6"X6" ABRASIVE 8" H ANTIMICROBIAL PLASTIC FOR QT 8" H ANTIMICROBIAL PLASTIC FOR QT 8" H ANTIMICROBIAL PLASTIC 8" H ANTIMICROBIAL PLASTIC 12"x12"x1/8" 12"xl2"xl/8" 12"x12"xl/8" FINISH SCHEDULE NOTES: 1. CLEAN JOISTS JOIST GIRDERS DECKING CONDUIT SPRINKLER PIPES AIR GRILLES/DIFFUSERS AND SECURITY GLOBES. 2. CLEAN CEILING TILES GRID AIR GRILLES/DIFFUSERS SECURITY GLOBES SPRINKLER HEADS AND LIGHT LENSES. REPLACE ANY DAMAGED ITEMS. 3. CLEAN CEILING GRID AIR GRILLES/DIFFUSERS SECURITY GLOBES SPRINKLER HEADS AND LIGHT LENSES. REPLACE ANY DAMAGED ITEMS. 4. CLEAN CEILING HVAC GRILLES/DIFFUSERS SECURITY GLOBES SPRINKLER HEADS AND LIGHT LENSES. REPLACE ANY DAMAGED ITEMS. 5. CLEAN FLOOR, WALL FINISH, CEILING, PLUMBING FIXTURES, TOILET ACCESSORIES, PARTITIONS AND HARDWARE TO LIKE -NEW CONDITION, IF APPLICABL REF SPEC 01740. COORDINATE WITH STORE MANAGEMENT FOR SIGN -OFF AFTER RESTROOMS HAVE BEEN CLEANED. 6. CLEAN FRP WALLS. 7. CLEAN AIR DOOR AND GRATE. 8. CLEAN METAL SOFFIT PANEL. 9. CLEAN TRANSLUCENT PANELS. 10. PAINT WALL ABOVE TILE P33. 11. NOT USED RESERVED 12. PROVIDE 8'-0" X 8'-0" FRP1 PANEL ON WALLS BEHIND MOPSINK. IF MOPSINK IN CORNER PROVIDED 8'-0" X 8'-0" FRP1 ON BOTH WALL SURFACES. DOES NOT APPLY AT SIDES OF MOPSINK ADJACENT TO COOLER PANELS . 13. PAINT PLYWOOD WAINSCOT AND WOOD BASE P76 BLUE. 14. AT EXPOSED WALLS INSTALL CONTINUOUS 21/2" HIGH CHAIR RAIL AT CENTER LINE OF TALLEST CHAIR BACK. 1 1/2" HIGH CHAIR RAIL TO BE FABRICATEI FROM DB5 WALL BASE WITH TOP AND BOTTOM EDGES EASED. 15. REPAIR/REPLACE DAMAGED FRP PANELS TO MATCH EXISTING. 16. REMOVE FRP AROUND COMPACTOR DOOR OPENING. PAINT P16 EPDXY TO 8'-0" AFF BY 9'-0" WIDE CENTERED ON OPENING. 17. PAINT PLYWOOD WAINSCOT AND WOOD BASE P106 YELLOW. 18. NOT USED RESERVED 19. WALLS TO RECEIVE MEDIUM KNOCK -DOWN TEXTURE. FINISH TEXTURE WITH FINAL COAT OF PAINT. 20. NOT USED RESERVED 21. REPLACE DAMAGED/DISCOLORED CEILING TILES TO MATCH EXISTING. 22. REPLACE CEILING TILE AT SALES FLOOR TO 50'. 23. CLEAN AND PAINT EXPOSED HVAC DUCT WORK AND PLENUMS P33 24. ALIGN NEW CEILING GRID WITH ADJACENT. S1 SECTIONAL OVERHEAD 4ODOOR TO BE PAINTED BLACK O O O Y CAFE TRAFFIC GENERALNOTES 1. PAINT ALL METAL DOOR FRAMES VISIBLE TO CUSTOMER (EXCEPT DOORS IN CMU WALLS) WITH EPDXY PAINT. 2. AT ROOMS SCHEDULED TO RECEIVE NEW PAINT: OMIT PAINT AT WALLS CONCEALED BY HALF -GONDOLAS, WALL STANDARDS OR WAREHOUSE RACKING WITH PEG -BOARD BACKING. AT WALL STANDARDS, GONDOLAS AND WAREHOUSE RACKING WITHOUT PEG -BOARD BACKING, PAINT WALL TO BASE. REF 3. INSTALL MISSING CEILING TILES TO MATCH ADJACENT TILES IN ALL ROOMS WHERE LAY -IN CEILING TILE IS ETR. 4. AT EXPOSED PAINTED STRUCTURE OR DECK, PAINT NEW CONDUIT, DUCTWORK AND FIRE SPRINKLER PIPING (FIRE SPRINKLER HEADS TO REMAIN UNPAINTED) TO MATCH ADJACENT STRUCTURE OR DECK. 5. FOR PLASTIC LAMINATE WAINSCOT, INSTALL INSIDE AND OUTSIDE EDGE TRIM AT ALL EXPOSED EDGES, DO NOT INSTALL ON BLOCK WALLS, REFERENCE SPECIFICATIONS. 6. FOR PROTECTIVE WALL SURFACING WAINSCOT, INSTALL INSIDE AND OUTSIDE CORNER TRIM AND TOP CAP, DO NOT INSTALL ON BLOCK WALLS, REFERENCE SPECIFICATIONS. 7. WHEN PIECE REPLACING CEILING TILE GC TO MATCH NEW TILE TO ADJACENT SURROUNDING CEILING TILE. 8. WHERE NEW PLASTIC LAMINATE OR PROTECTIVE SURFACING WAINSCOT IS TO BE INSTALLED, REMOVE EXISTING LAMINATE AND/OR FINISHES TO BASE SUBSTRATE PRIOR TO INSTALLATION OF NEW INSTALLATION OF NEW LAMINATE OVER EXISTING IS NOT ACCEPTABLE. NO EXCEPTIONS. 9. PROPERLY SEAL ALL EXISTING AND NEW PENETRATIONS IN FIRE RATED WALLS TO MAINTAIN FIRE RATING. 10. WHEN INSTALLING NEW OR REPLACING FRP, INSTALL NEW WALL BASE FULL WIDTH OF PANEL (S) TO MATCH EXISTING. MATERIAL KEY MARK DESCRIPTION A CONCRETE B GLASS AND ALUMINUM FRAME C SMOOTH FACE CMU D SPLIT FACE CMU E CHAIN LINK ETR EXISTING TO REMAIN F EXPOSED STRUCTURE G GYPSUM BOARD H METAL SOFFIT J SHADE CLOTH L PLYWOOD M ORNAMENTAL FENCE N COOLER/FREEZER PANEL P TRANSLUCENT WALL PANEL Q FIBERGLASS ROOF PANELS 04 m w jY vg cc m o� -C U w 9 u L oIx co $ ag 0) w W OK torw o 10,tjWU aZ2Z>• W o �O�wU�Zzv_> �ZLL�LLOpOKWV !A ,. w o � o ffi a 7d x- LL a< NZZapWw-5 Z O u�w w<li.T, u w 3Ou wZ_nozonoFo � Z¢¢QQ f Q KaO �a g�o�oa7UfAJ�W�oc_xam d fn<O 49NRp20U��.- w UOtua0 iY�Qr m z J m z O U %0 J w 0 GO Cp 0 O �� L. L^ Ix a Wz VJ O co o ti _J o T 1 Z LU v �.. o O � 0 v V W N xw w m D z m O ISSUE BLOCK CHECKED BY:%jr DRAWN BY: TAP PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 ROOM FINISH SCHEDULE HEAD 4 , 1 /2" = 1'-011 1 1 /2" =1'-0" FRAME TYPES 33116" =1'-0" DOOR TYPES 1 3/l6" = V-0" SHEET: A7 PL6 LAMINA EXISTIl SUBST 0 Q CONTINUOUS o WOOD BLOCKING ih INFILL 0 (V N N DB5 PLASTIC LAMINATE PL4 ON 3/4" SUBSTRATE AT FRONT AND SIDES — ASTIC LAMINATE OF EXISTING AND STILES BASE CABINET SECTION 1/4" CHAMFER AT PLASTIC LAMINATE AND HARDWOOD EDGE SEALED HARDWOOD EDGE TRIM TYP PL6 PLASTIC LAMINATE ON EXISTING 3/4" SUBSTRATE B9 I \ TOE KICK TO BE INFILLED AS SHOWN AT CUSTOMER SIDE OF COUNTER AT THE TLE. BASE CABINET SECTION 1" = 1'-0" EXISTING COUNTER 2'-8" UNO APPROACH SIDE OF OUTSIDE TUBE OF ADJUSTABLE COUNTER LEG DRILL 5/16" HOLE THROUGH BOTH TUBES 5l16"X2 1/4" GRADE 5 HEX BOLT, WASHER BOTH SIDES N N INSIDE TUBE OF ADJUSTABLE COUNTER LEG IN CUSTOMER VISIBLE AREAS, PAINT P36 PRIOR TO DRILLING HOLE, ENSURE ALL LEGS ARE SECURELY ATTACHED TO COUNTER AND FLOOR AND ENSURE COUNTER IS LEVELED AT THE CORRECT HEIGHT. NYLONINSERT LOCK NUT 1/4" CHAMFER AT PLASTIC LAMINATE AND HARDWOOD EDGE SEALED HARDWOOD EDGE TRIM TYP CUSTOMER OF COUNTE w z D O U 0 Q `L N O N ADJUSTABLE COUNTER LEG MODIFICATION -ASTIC LAMINATE PL4 AT FRONT AND SIDES PLASTIC LAMINATE PL6 ON EXISTING 3/4" SUBSTRATE I B9 I BASE CABINET SECTION NO 8'-0" MINIMUM 2'-6" Y-d" r SINK 1/4" CHAMFER AT PLASTIC LAMINATE AND HARDWOOD EDGE 1/4" CHAMFER AT PLASTIC SEALED LAMINATE AND HARDWOOD HARDWOOD EDGE TRIM EDGE TYP SEALED HARDWOOD EDGE TRIM TYP MOLDED LAMINATE COUNTERTOP, REF SPEC PREFABRICATED OAK FACE AND TRIM COUNTER BASE 3'-0" UNDERSINK PROTECTIVE Sim Sim ENCLOSURE 2 BASE BEYOND 1 A9 B9 A9 BREAKROOM CABINET ELEVATION fV 0 N PL6 )PLASTIC LAMINATE EXISTING 3/4" SUBSTRATE EXISTING ADJUSTABLE SUPPORT LEG TO BE PREEPED AND PAINTED P36 , REF 4-A9 ENSURE ALL FLANGES ARE SECURELY ATTACHED TO COUNTER AND FLOOR COUNTER SECTION PL6 PLASTIC L ON EXISTING 3) SUBSTRATE — LAMINATE )GE OF =LVES BASE CABINET SECTION TRUEBRO BASIN GUARD PHONE: 1-800-340-5969 INTERNET: HTTP://WWW.IPSCORP.COM/PLUMBING/TRUEBROBASINGUARD EMAIL: INFO@TRUEBRO.COM FIXTURE AND CABINET DIMENSIONS ARE CRITICAL TO ADAAG AND LOCAL ACCESSIBILITY CODE MOLDED LAMINATE REQUIREMENTS: ENSURE INSTALLATION COMPLIES. COUNTERTOP, REF SPEC 1x4 PREFINISHED OAK -- SINK AS SCHEDULED TRIM TO MATCH (REF PLUMBING) ADJACENT CASEWORK v/-- MOLDED LAMINATE COUNTERTOP, REF SPEC " 1x4 WOOD BLOCKING lx4 WOOD BLOCKING DRAWER, OMITTED PROVIDE UNDERSINK UNDER SINK Q 8" MIN PROTECTIVE 3/4" SUBSTRATE ENCLOSURE ADJUSTABLE SHELF OMITTED UNDER SINK b - z Q LL 3/4" SUBSTRATE w FRONT AND ENDS N N "' p 0) PLASTIC LAMINATE ON N 0 3/4" PLYWOOD PANELS 3/4!' SUBSTRATE ENDS (BEYOND) BOTTOM z m � 2x WOOD BLOCKING O $> B9 ON WALL BETWEEN CASEWORK 11" MIN B9 ON CABINET BREAKROOM CABINET SECTION BREAKROOM SINK SECTION I►/\ V � a W w s t U��m }. u� �>+ co)6 y ui W W Z LL. 0Q LL ldhW�F�(AQ IL g04p'� 0 a¢ �p <� cwipi � Z W i3'w<wP wwT J 111w jOUGLi.( paba % lanh ooa`WHWH J W O CD C D 0 0 L L g � z W O Gig =Zo � LU �F- o� o = C0 W N w W m Z m O ISSUE BLOCK CHECKED BY: ai r DRAWN BY: TAP PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 CASEWORK SHEET: A9 1" = 1'-0" ` f 3" =1'-0" ` v f 1/2" =1'-0" ` L J 1" =1'-0" 1" =1'-0" NOTE: VERIFY EQUIPMENT REQUIRED WITH EQUIPMENT SCHEDULE, ARCHITECTURAL AND MEP DRAWINGS. PARTIAL AUTO CENTER ROOF PLAN 1" = 10'-0" 1! I TB830 CUSTOMER WASTE OIL TAT 4K REF MECHANICAL SHEET MAC2 (DIY TANKDETAIL) FOR REQUIREMENTS RELOCATED OIL FILTER BIN — TIREIBATTERY STORAGE i 0 M U ENVIRONMENTAL CAGE G CAI 0 T-0" MIN. r3" MIN. Z O co + 1 i j — Q O 9.90 o I ! TLE PIT ! f ^ 0�ry I !J 1 - MO lJ ! i I I i j + i I ! ; t I l REFER TO MEP SHEETS FOR PIPING AND VENTING INFORMATION HEIGHT OF VENT OUTLET ABOVE ROOF SHALL BE 36" MIN OR PER AUTHORIY HAVING JURISDICTION — \\ LOCATE MINIMUM 10' FROM ANY FRESH AIR INLETS OR ROOF -TOP UNITS OFFSET VENT PIPE MINIMUM 2'-0" Z FROM EDGE OF BUILDING. PENETRATION 1" = 1'-0" 12 13 3 ACI • o ' �.. • 602A El_c M( ' t vO7-. • I !i! I I I f i I e :d o. • `— MECHANICAL ! STORAGE -'- ROOM _ 14 i `i ' WAITING 'F-6076 i CUSTOMER SERVICE • ! TYP 9 604 - A9 71 ' �, i0.09 10.34 OFFICE TOILET • =-- I SUPPLY I SECURITY 601 10.06 , I • -�~ �� VERTICAL ! : UPFLOW VENT CAP WHERE APPROVED BY LOCAL JURISDICTION WRAP PIPE WITH MEMBRANE STAINLESS STEEL DRAW BAND WITH SEALANT MOLDED PIPE FLASHING HEAT WELD OR ADHESIVE ATTACH TO ROOF GLASS FIBER INSULATION CONTACT WAL-MART ROOFING MAINTENANCE VIA EMAIL AT ROOFPM@WAL-MART.COM FOR APPROVED BONDED ROOFERS. NO EXCEPTIONS WHERE ALLOWED BY LOCAL JURISDICTION WRAP PIPE WITH ADHERED SINGLE -PLY MEMBRANE SEALANT TYPICAL DRAW BAND MOLDED PIPE FLASHING FLANGE SET IN MASTIC ROOF MEMBRANE PIPE SUPPORT DETAILS REF ELECTRICAL �1 14 115.31 _t F-EY ,4 I T..-- ----- ------ i . i•i.i• .i. i. i. � 1, 12__�LUBE & TIRE BELOW AC1 MOUNTING ! AREA 600 RELOCATE EAS PEDESTAL PER ADA CLEARANCE O i 10.44 RELOCATE EYE WASH STATION 9.90 _.------ _._.......... __---..__.___-._...____..___.._.___._..__._.... ....... .____...___.._____.._____._.__.___..___ ___...._.__..._._._.._.__.._.._..__._.____...- 10.44 ME --! ROOF F r w V T m � a.+ co O o= W L �g w w j N vwia },tea in m W WWOg} a0 ZwU azU' w O �Oa�WUaZQZQ�!- Q� W SZLLaaOLLOaWz p..�a3Wayo3 w Z ww O f maew.-npzo�F=�io ~ 2218H.M59$Td' S Vg1gsW W N�UZ agaoZ � v- mo) a3 �Offi 3=15zang =Z Q�UQ'LL WUWW = r0►�UOv�aOwa�aaQr 0 .J w J © ©LjL 00 ♦^ VJ w Z w J o ti T� O O Z o Wcr � o O Q 17 1 v V W Nw m Z m O ISSUE BLOCK CHECKED BY: -�, P, DRAWN BY: TAP PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 AUTO CENTER PLANS AND DETAILS ENVIRONMENTAL CAGE PLAN 1 /4" =1'-0" AUTO CENTER PIT PLAN 1 /4" = 1'-0" AUTO CENTER FLOOR PLAN 1 /8" = 1'-0" SHEET: AC1 ALUMINUM CORNER GUARDS AT ALL OUTSIDE CORNERS EXISTING SUBSTRAI NEW PLAS LAMINATE SAND AND RESEAL EXISTING HARDWOOD EDGE A "EXISTING EDGE" CABINET EDGE SECTION 3" = 1'-0" OH 6 PFC 4 N vvvr% 1 v rNclrwo%uv. L.vvr\ vnnI.L. Uc AND FRAME MUELLER MODEL #CL6010 OR EQUIVALENT PHARMACY EXTERIOR ELEVAT 5 i PL20 PFC SIM CONTINUOUS SEALANT PL20 FILLET AT WALL • .j �-- ADJUST SUPPORT AS NEEDED TO PROVIDE LEVEL COUNTERTOP r— GRAY VINYL WALL t GUARD REF SPECS { EXISTING ADJUSTABLE SUPPORT LEG? TO BE PREPPED AND PAINTED P36 , REF 4 A9 CONTINUOUS SEALANT AT TOP OF BASE B6 I,' 69 f i 1 COUNTER SECTION SIM a w w w z N 0 w a ?n O fY w t- z D 0 U H D 0 Q GRAY VINYL WALL GU/ REF SPECIFICATIONS COUNTER SECTION IC LAMINATE ON 3/4" 'RATE COUNTER TOP NUOUS SEALANT P OF BASE CONTINUOUS SEALANT FILLET AT WALL ADJUST SUPPORT AS NEEDED TO PROVIDE LEVEL COUNTERTOP EXISTING ADJUSTABLE SUPPORT LEC..ZQBE PREPPED AND PAINTED[P36 , REF 4-A9 — DO NOT INSTALL BASE BEHIND FIXTURES INSTALL BASE TO FIXTURES AFTER FIXTURES ARE SET — CONTINUOUS SEALANT AT TOP OF BASE, TYP B9 COUNTER SECTION 1 1 /2" =1'-0" � `t % 1 1 /2" =1'-0" 1 1 /2" = 1'-0" :XISTING CORNICE TO ZEMAIN. PAINT P105 1AINT IOR VALLS P105 4EW PLASTIC_ AMINATEI PL4 1 3RAY WALL WARD NSTALL NEW BASE B6 NOTE: PROFESSIONAU T WALLS P D P100 TO BE PAINTE P100 F TO CEILI RELAMINATE C()LJNTFRTCP REF 6-RXPFC FOR EDGES AT ALL TOPS RECEIVING NEW PLASTIC LAMINATE REPAIR DAMAGED WALLS BOTH INTERIOR AND EXTERIOR TYP — a PHARMACY TOILET i � I PHARMACY 2 - RXPFC WALL CAPS WITH GLASS TO REMAIN, TYP RELAMINATE RELAMINATE COUNTERTOP PL20 / F COUNTERTOP PL20 PHARMACY 4 CHECKOUT 4 PF 302 PF P40 BOTH SIDES OF DOOR AND FRAME FLOOR PLAN EXISTING FIXTURES TO REMAIN RELOCATE AND PROTECT AS REQUIRED DURING INSTALLATION OF NEW WORK WITH MINIMAL INTRUSION TO PHARMACY OPERATION. RETURN FIXTURES TO ORIGINAL LOCATION 0 w 0 w w z I- w 0- 0 rr w z D 0 U t•- D :iLi CONTINUE LAMINATE WAINSCOT 4'-V' PAINT INTE F PHARMACYSP4EXCEPT WOTED i OTHERWISE C INSTALL BASE 69 REPLACE ALL CEILING TILE CLEAN EXISTING LIGHT LENSES AND FIXTURES INSTALL NEW CARPET C1 REF SPECS 10 ■I r C7 Q C O= H m J w © C:) L w0 O O w w � J Jo O = 0- Z c � W a � � o Gig W Nw in g z m O ISSUE BLOCK CHECKED BY: R DRAWN BY: TAP PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 PAINT FIX CLEAN (PFC) PLAN AND DETAILS 1 /4" =1'-0" 101=1'-0" 6XFT- RXPFC LOCATE DRAIN INSIDE WALL WHEN SCHEDULE CARRIER WILL NOT FIT DUE TO EXISTING CONDITIONS, USE 24 TREATED WOOD BLOCKING CENTERED ON SINK MOUNTING HEIGHT EXISTING WALL STUDS, TYP BLOCKING AT WALL MOUNTED HAND SINK REF 3-VCREF FOR FIXTURE DIMENSIONS ARE BLOCKING IN WALL CRITICAL TO ADAAG AND LOCAL AT SINK. ACCESSIBILITY CODE REQUIREMENTS. ENSURE INSTALLATION COMPLIES. SINK, REF PLUMBIP ADA REQUIR. CLEAR AREA LAV-SHIELD SCHEDULED B9 BASE TO MATCH EXIS' AT AREA OF NEW WORK MAX MIN SECTION LAVATORY DETAILS MAINTAIN 5'-0" DIAMETER TURNAROUND OR T SHAPED TURNING SPACE 1" ADD 6" BATT INSULATION ABOVE ALL EXAM ROOM CEILINGS �--------------� 30"x48"CLEAR AND 1 1 LEVEL SPACE i I I 1 I I I I I 1 I 1 I I 1 I MAINTAIN 5'-0" DIAMETER 1 1 TURNAROUND OR T SHAPED 1 t TURNING SPACE I i j RELOCATE CABINET, 1 I 1 TRIM COUNTER AS 1 I REPAIR FLOORING, REQUIRED PER DETAIL I 1 WALLS, AND BASE 2-VCREF. PROVIDE A 1 1 AT AREA OF NEW FINISH EDGE TO MATCH WORK TO MATCH ADJACENT FINISH Lzi I 1 EXISTING REMOVE PORTION OF COUNTER AS NEEDED 34" AND RELOCATE 10 CABINET PLAN !I I {I _ I PRETEST - 703 ADJUSTMENT r EXAM #2 i 7 11 i 706 I _..._...---_------- ._......_......;:..._.._....._. -� ..:........; ........... .'... 60" X 54" CLEAR FLOOR SPACE EXAM174 #1 705 WAITING 707 ....... . .... .............. ........... Ijf / ........... ...........'.'.'. \� ....... .... i 3'-0" MIN. ........... CONTACTS 36"X48" CLEAR SPACE FOR FRONT 702 APPROACH RECORD I 30"X48" CLEAR RETENTION FLOOR SPACE 704 2 VCREF 1 � EXISTING CASEWORK AND CHAIR RAIL TO REMAIN — VISION CENTER FLOOR PLAN 0 VISION o ) CENTER 700 SIGN TRACK MOLDING AND FRAME HOLDERS ARE TO BE WALMART FURNISHED AND INSTALLED BY GENERAL CONTRACTOR REF SPECIFICATION SECTION 01640 AND VISION CENTER INSTRUCTION GUIDE PROVIDED BY WALMART REALTY PROCUREMENT SERVICES (RPS) REPAIR PVC AND VCT i FLOORING AS NEEDED (APPLIES TO ALL ROOMS) EXISTING BASE TO REMAIN. REPLACE DAMAGED BASE, TYP PAINT INTERIOR OF VISION CENTER REF FINISH SCHEDULE TYP REPAIR DAMAGED WALLS I BOTH INTERIOR AND EXTERIOR, TYP WT +� a i V ' tz w -0 u U. U (1) 6 y Z F Tu1U LL ui - w G �Ow� 0. F-OZ2m 0 F %ZTOLUB- goo 5 �y LL O as �oaaWvy3�r geo = U � a. z 9H -3a isEv %0 J w 0 0 O cO 00 2 w '^ v! z w J JC) o o = O Zo m s o� W N w m z m 0 ISSUE BLOCK CHECKED BY:,S.9, DRAWN BY: TAP PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 j REFRESH WMVC PLAN AND DETAILS r 1 1 /2" =1'-0" 3/4" = 1'-0" 1/4" = V-0" �FFT- VCREF P106 EXISTING METAL STUDS _J..,........... EXISTING BULKHEAD lip PAINT 6" BEHIND J t r TOP AND SIDES OF REFRIGERATED fl i r CASES. � i. t P106 j ...-...... EXISTING Stli; REFRIGERATED { I CASE BY WAL MART it � i F'' t �•� I .t t !1 It 4; t ULKHEAD AT CASE = 1'-0" CEILING AS SCHEDULED PER ROOM FINISH SCHEDUL DELI P106 SECTION AT DELI STAINLESS STEEL BACKSPLASH SIZE SECTION WIDTH HEIGHT A 6" 9'-4" B 13'-0" 2,-8° STAINLESS STEEL BACKSPLASH ACCESSORIES DESCRIPTION QUANTITY END CAPS (7') 3 DIVIDERS (7') 4 CLOSURE ANGLE (T) 1 NOTE: 1. GC TO FIELD MODIFY BACKSPLASH TRIM. ACCESSORY TRIM PIECES TO STOP AT TOP OF SANITARY COVE BASE AND BOTTOM OF CLOSURE ANGLES 2. PROVIDE CONTINUOUS SEALANT AT ALL JOINTS ! 'ryl P106 TO DE, SALES FLOOR BULKHEAD 11-611 STAINLESS STEEL CLOSURE ANGLE END CAP z ANSUL EXHAUST SS BACKSPLASH HOOD AND TRIM, REF DIVIDER BAR SPEC EXISTING SS BACKSPLASH 0/5 DIVIDER BAR END CAP TOP OF EXISTING SCB2 PARTIAL GROCERY ROOF PLAN 1" = 2V-0" EDC-3 r�oo ;I i 1 0 ���\�✓� SEAFOOD PREP PAINT SUSPENSION SYSTEM TO MATCH STRUCTURE; TERMINATE IN A CLEAN MANNER 6" BELOW TOP OF PVC CHASE (2) UNISTRUT SPAN HORIZONTALLY BETWEEN BAR JOISTS (2) UNISTRUT VERTICALLY TO SUPPORT PVC CHASE CLAMP PVC TO VERTICAL UNISTRUT WHITE PVC CHASE CLEAN TO REMOVE ALL MARKINGS REF PLAN FOR LOCATION AND SIZE PERFORATED HDPE CLOSURE PANEL -EXTEND ALONG LENGTH OF REFRIGERATED CASES. ATTACH PANEL TO FURRING , STRIPS WITH PAN-HEAD FASTENERS ��� o/ REFRIGERATED CASE ,PVC REFRIGERATION CHASE 112" =1'-0" �I APPLIED TO FLOOR 8' RD1004.752 3DS 1.51 12" PVC REFRIGERATION BULK PRODUCE WITH —PIPE CHASE, REF 5-GA1 — SHELF LIGHTS (END) 8' RD1004.752 3DS BULK PRODUCE WITH SHELF LIGHTS (END) o .,, �GROCERY SALES 1 .1 PRODUCE ( , 1 PREPano 1.52 ( TYP 10 if E -� o- 909B ' 7 10.44 VERIFY EXACT LOCATION OF CASES WITH 1 WAL-MART CONSTRUCTION MANAGER PRIOR TO STARTING CONSTRUCTION. (TYP) l �1 <`'; i/ -•tr:.r \ 1 PATCH AND REPAIR WALLS AND FINISHES 1 1 TO MATCH ADJACENT WHERE IMPACTED BY INSTALLATION OR MODIFICATION OF PLUMBING AND/OR ELECTRICAL UTILITIES PRODUCE (� ("; `^> ````• •� ! DE COOLER r - ��j SERVICE DELI R BA T DECORATING I 1 �{ , \ . Jim., __.._ _._.__._-.._.____ - ._- _.._......... t - __ _. - ._.---•-•-__`•_. _.__. - _-.._.__ - - _ - N I 1 _ 935 4JE 11 Lj IL-�L�_, t .I !..•'� �. - DELI COOLER 1 I RELOCATE I ! I. BAKERY i ,ZSINKMEP' REF COOLER BAKERY -' �- -- j 906 --- 1 DELI PREP �l l I------ -- DELI FREEZER , 1 902 BAKERY t FREEZER '{ ,►j � _. A:u1�,r n 1(J2 3 4 24' RD1004.752 3 B LK PRODUCE — WITH SHELF LI HT (CENTER) o 24' RD1004.752 3D S BL LK PRODUCE WITH SHELF LI HT (CENTER) 3'-10" 1 14'-41/2" V-111/2" 3'-10" ai W yl+ � W ++ Qu � aw .G U W V 01 L Q0. = W W Z QS �a 2wyf- O W�LLO Q w Kw2 ;y �F5 t-w�00Wa 0 a LL Z ggQ ==i�S.-(_ 0 Sv��WYjO08ujoZ-O F Ua W F W O wRWR FO UDy". wQ KQ 0 0 J 00 C) C=) L 0 O ♦^ VJ z w O <n CD o =zo LL. "' O F- ID G CL W N W m D z m O ISSUE BLOCK CHECKED BY: S! DRAWN BY: TAP PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 FRONT GROCERY PLAN BACKSPLASH AT FRYER EXHAUST HOOD 1 /4" = 1'-0" FRONT GROCERY FLOOR PLAN 1/8" = 1'-0" SHEET: GA1 3 ROWS OF 2" VERTICAL MESH TAPE WITH 1" OVERLAP OVER 4" VERTICAL BUILDING TAPE ON ALL VERTICAL CORNERS FULL HEIGHT 2" HORIZONTAL MESH TAPE OVER BUILDING TAPE WITH 112" OVERLAP 9" BUILDING TAPE OVER GLASS -MAT BACKER MATERIAL GLASS -MAT BACKER MATERIAL 3 ROWS OF 2" VERTICAL MESH TAPE WITH 1" OVERLAP OVER 4" VERTICAL BUILDING TAPE ON ALL VERTICAL CORNERS FULL HEIGHT JSTEEL TRACK —' �"� 1/2" OVERLAP 6"H GLASS -MAT 1/2" OVERLAP INSIDE CORNER BACKER MATERIAL OUTSIDE CORNER GLASS -MAT BACKER MATERIAL TO 12" AFF WALL TILE 1/2" GYPSUM BOARD AS UNO SCHEDULED 2" SELF-ADHESIVE FIBERGLASS CONTINUOUS MESH TAPE OVER BUILDING TAPE SEALANT °' w BUILDING TAPE .BASE REF SPECS REF FINISH SCHEDULE O 6" HIGH GLASS -MAT 4" H GLASS -MAT iv BACKER MATERIAL BACKER MATERIAL SANITARY COVE BASE O CONTINUOUS z w TRIM HORIZONTAL EXTENDED FLANGE SEALANT j f- OF BUILDING TAPE TO 1" WIDE m PRIOR TO INSTALLATION OF BASE NON PREP AREA SECTION PREP AREA WALL DETAIL w LL z o' CV LOCATE MINIMUM 10' FROM ANY FRESH AIR INLETS Y 1 2 0o REFER TO MEP SHEETS c wjo m w FOR PIPING AND M m� Q p s MIN VENTING INFORMATION 1 CLEANSTAR TANK HAS _ TWO INDEPENDENT VENTS THAT HAVE TO BE ! INSTALLED AS REF. IN PLUMBING DTL. DO NOT w FI MANIFOLD OR CAP. i L 0 (2)-45° ELBOWS ALONG W/ (2)-2" _ PIPE NIPPLES TO BE O INSTALLED AT END 6 OF EVACUATION PIPE j MAX a 0 D D i z s t- i O LLO I ..........--.... _.............. ... 4 ~ I ........... .... . -----_._...__........_- PREFERRED VENT PIPING WALL TILE REF SHEET A7 FOR SIZE AND COLOR TILE THINSET 2" SELF-ADHESIVE \, FIBERGLASS MESH TAPE OVER BUILDING TAPE INSTALL WALL TILE ON TOP OF 6"H GLASS -MAT BACKER MATERIAL METAL STUD BOTTOM STUD WALL TRACK 6" HIGH GLASS -MAT BACKER MATERIAL ADHESIVE AT BACK AND BOTTOM OF BASE PER MANUFACTURERS INSTRUCTURES SANITARY COVE BASE AT CERAMIC TILE SANITARY COVE BASE DETAILS (QT ADD (4) 3/8" X 3" SIMPSON TITEN HD ANCHORS TO FLANGES AT BASE IN ALL SEISMIC CATAGORIES GLASS -MAT. BACKER MATERIAL 8" H SANITARY COVE BASE REF SPECIFICATIONS QUARRY TILE REF PLANS FOR LOCATIONS BUILDING TAPE (9") REF SPEC SECTION 09655 FACE OF EXTERIOR WALL 1 CLEAN >- I STAR TANK I U 4" DIAMETER PIPE BOLLARD TYPICAL BOLLARD LOCATIONS BOLLARD DETAILS 1/2" = 1'-0" SANITARY COVE BASE OVER NRP/FRP/SS STEEL AAT BACKER M, /COOLER PAN NISH AS SCHEI JITARY COVE B :CIFICATIONS (TILE INS FOR LOCA' MUD ITRACK G TAPE (4") :C SECTION 091,.,., SANITARY COVE BASE OVER FREEZER/COOLER PANEL ROUND OFF TOP 4" DIAMETER PIPE BOLLARD, FILL WITH CONCRETE. CORE DRILL FLOOR SLAB THEN HAND AUGER THERAFTER. BOLLARDS TO BE INSTALLED AFTER TANK IS INSTALLED ADD PLASTIC YELLOW BOLLARD COVER. REF SPECS CONCRETE FLOOR SLAB 8" DIAMETER CORE DRILL CONCRETE FILL SECTION NOTES: 1. CONDITIONS SHOWN ARE FOR NEW CONSTRUCTION. PARTITION AND SUBSTRATE ABOVE 12" AFF MAY VARY AT EXISTING PARTITIONS. 2. TRIM EXCESS BUILDING TAPE FROM PROJECTING HORIZONTAL FLAP PRIOR TO INSTALLATION OF BASE. 3. REF 3- GA2FOR ADDITIONAL INFORMATION AT INSIDE AND OUTSIDE CORNERS. 4. GC TO PROVIDE MECHANICAL FASTENERS PER MANUFACTURERS WRITTEN INSTRUCTIONS. 5. USE ACCESSORIES PROVIDED AND INSTALL SANITARY COVE BASE PER MANUFACTURERS INSTRUCTIONS. SANITARY COVE BASE SURFACE PREPARATION REQUIREMENTS 1. REMOVE EXISTING WALL BASE. AT EXISTING WALL CONDITIONS, REMOVE ALL GYPSUM BOARD BELOW 12"AFF AND REPLACE WITH GLASS -MAT BACKER OF SAME THICKNESS. IF FRP IS IN GOOD CONDITION REPLACE DAMAGED BASE WITH NEW BASE. 2. REMOVE AND REPLACE WALL FINISH TO NEAREST JOINT AS REQUIRED T PERFORM GLASS -MAT BACKER INSTALLATION. 3. CUT BACK EXISTING QUARRY TILE FLOORING AS REQUIRED TO PROVIDE 1" CLEAR FROM FINISHED SURFACE TO EDGE OF TILE. 4. REMOVE ALL DEBRIS AND ANY REMAINING GROUT, CLEAN SURFACES AS REQUIRED FOR PROPER INSTALLATION OF CONSTRUCTION MATERIAL AND FINISHES. 5. INSTALL BUILDING TAPE AND FIBERGLASS MESH TAPE AS INDICATED. SEAL TO WALL PAPER TOWEL SOAP DISPENSER DISP I � E 'j HANDI c SINK p :- co I j` SEAL TO BACK OF REFRIGERATED CASE TOP OF REF ERATED CASE OR WALL j SOAP + DISPENSER z PAPER TOWEL DISPENSER,_..._# a 2" MIND :HAND SINK -v TYPICAL (WALL MOUNTED) AT REAR OF REFRIGERATED CASE OR WALL HAND SINK ELEVATION 1 /2" = 1'-0" PREFABRICATED INSIDE AND OUTSIDE CORNERS; REF SPECS SANITARY COVE BASE REF SPECS TYP SPLICER REF SPECS SANITARY COVE BAS ACCESSORY DETAILS END CAP REF SPECS TAB (TYP) L U v o� B M U �m of w° .awKbFo F wWu.g D w t;I_wwZ Kozo !r =OLLWT WT�LL6gUO gEl"SUM -am 0,OX . O 3�w arn�°ZWy�`Z�ZZZ ~ ZupF�sy<UO Q Z F ssv oa�p��=� �w(~j �� 00u0u��03 wco a. ~ NYU '56°w'c'�'w5i UGa VJHO �- W F_ z 0 V 0 O O f-- O w a C� c� LJL o 0 O w VJ w w J O C7 Gig O Z w o = vV CL W N 6 w m 2 D z in O ISSUE BLOCK CHECKED BY: J r Ad DRAWN BY: — TAP PROTO: 192 SC PROTO CYCLE: 112213 DOCUMENT DATE: 01/30/14 GROCERY DETAILS SHEET: GA2 3" = 1'-0" SPRINKLER SYMBOL LEGEND SYMBOL SIZE MFR MAKE S.I.N. I FINISH STYLE TEMP K-FACTOR SYMBOL DESCRIPTION Q 1 " TYCO DS-C TY3555 WHITE CONCEAL 200 5.6 Q HYDRAULIC REFERENCE NODE POINT VARIES VARIES VARIES ---- gS EXISTING CAP UPRIGHT #; VARIES VARIES VARIES ---- CHROME EXISTING ___ ___ O RISER NIPPLE/DROP NIPPLE PENDENT DEMO VARIES VARIES ---- ___ EXISTING SPRINKLER RISER PENDENT CONTRACTOR MAY SUBSTITUTE SPRINKLERS OF SAME SIZE, K-FACTOR AND o- i- INSPECTOR'S TEST/AUXILIARY DRAIN TEMPERATURE CLASSIFICATION UNLESS PROHIBITED BY THE SPECIFICATIONS. a i a a 7 Q i r { I I I I G I 6 i I i I I I I I I I I I I I I I I I 7-1 CONTACT INFORMATION DOCUMENTS INCLUDE JURISDICTIONAL REQUIREMENTS PROVIDED BY THE FOLLOWING CONTACTS: FIRE SPRINKLER REVIEWING AUTHORITY: VERNE RIGGALL, FIRE MARSHAL (813) 780-0041 APPLICABLE CODES \ HANGER NFPA STANDARDS EDITION NFPA 13 2007 \\\ TRAPEZE HANGER PERPENDICULAR TO JOIST REFER TO SHEET Cl FOR APPLICABLE BUILDING CODES \\\ TRAPEZE HANGER PARALLEL TO JOIST NEW CONNECTION I NEW SPRINKLER PIPE - - EXISTING SPRINKLER PIPE - ' - DEMO SPRINKLER PIPE PROVIDE ADDITIONAL SPRINKLERS AS REQUIRED PER NFPA 13 IN EXISTING SPRINKLER CABINET FOR ANY NEW SPRINKLERS INSTALLED. a i I I , I I I I I i yc a 1 I I i I ! � I I I i I I -}------------ f------------ }--------- 0 a r; I 1 1 1 1 1 1 1 I 1 I I 1 I I I I I f I I i I Ll ,, I I I G.5 IrI 5 5 B ;? S "'ems :,-•.-., --^'',u'^ 1. � 1 1 1 1 1 1 P F i 1 I II I i F.5 4 I I I Y I i I I I 1 I FP2 I 1 I I I I I I I I f I iE 1 1 1 1 1 1 v 1 I -_-_-_- _.__- l --------_--1! ._-_-_-----_- _-_-_ -__�--___- r 7 -`_-_`�F 5 I I 5 I I 5 s I O FP3 € FP3 i I FP3 I I ----------- - - - - r� _ __ I _ _-.---------------- --.---_----�---------- ----,----------------- - - - - - - - - - - - ----------.-_ --- 1 _-_-.--_- - - - -.------------- -------------I .----- �---�--------- - -�---- i ®I I I I I If 717, 1 t 1 1 I F i i 1 I 1 t j 5 1 1 1 1 i I i 1 1 1 I FP3 I I I i 1 1 I I 1 I I 1 1 ^ I 1 I I 5 I I 5 5 I i I II I 2 6 I I FP3 { I FP3 I FP3 I I I I I I FP2 FP2 I i( ®1 i (® 1 I I ( 1 ®1 +I � 1 1 i -I I I v► E i I - 1 A t { i I I B '::.a.d•,"iic:4 ""'-"""..�^:' d t i " I I ---L------------ L--------L`J I IN fin^ 1 5 FP2 FP2 I ! I I ! I I I I 1 1 1 I 1 e i 1 1 I t I 1 : I 1 E 1 I .-I I I I Ir . I I I I r A.�_ `T-L:.� i I 1 f 1� �6 7� O 10 11 12 13 3.6 14 15 901VA 0 N all I m 9 1:4 W&W Sol 1,63 1 0 0 �AN .. • • GENERAL PIPING AND DEMOLITION NOTES GENERAL NOTES 1. CONTRACTOR MUST VISIT THE BUILDING TO 1. THE DESIGN SHOWN ON THESE CONTRACT DETERMINE THE FULL EXTENT OF THE EXISTING FIRE DOCUMENTS HAS BEEN PREPARED FOR APPROVAL BY PROTECTION WORK AND THE EXISTING CONDITIONS, THE AUTHORITY HAVING JURISDICTION AND TO BECOME TOTALLY FAMILIAR WITH DISCONNECTIONS, PROVIDE GUIDANCE FOR BIDDING. THE CONTRACTOR REMOVALS, RELOCATIONS AND/OR RECONNECTIONS SHALL SUBMIT COMPLETE FIRE SPRINKLER SHOP OF EXISTING FIRE PROTECTION EQUIPMENT REQUIRED, DRAWINGS AS REQUIRED BY SPECIFICATION SECTION AND CONDITIONS IN THE PROPOSAL FOR THIS 01330. CONTRACTOR SHALL BASE SHOP DRAWING PROJECT. NO EXTRA COMPENSATION WILL BE PAID DESIGN ON THE FIRE PROTECTION DRAWINGS AND FOR LACK OF SUCH DETERMINATION, FAMILIARIZATION, SPECIFICATIONS. SPRINKLER SHOP DRAWINGS SHALL AND/OR ALLOWANCE. INCLUDE ALL NECESSARY ELEVATIONS, HANGER LOCATIONS, PIPE LENGTHS, DIMENSIONS, FABRICATION 2. UNLESS NOTED OTHERWISE, DISCONNECT AND REMOVE METHODS/NOTES, MATERIAL DATA, AND ANY OTHER ALL EXISTING FIRE PROTECTION COMPONENTS NOT INFORMATION NECESSARY TO CLARIFY THE INTENT OF INTENDED TO BE REUSED. INSTALLATION. CONTRACTOR SHALL PROVIDE PIPE SIZES, SPRINKLER SPACING, AND ALL SYSTEM 3. REMOVE ALL DEMOLITION MATERIALS AND DEBRIS TO CONFIGURATIONS AS SHOWN. ANY ALTERNATES IN AN APPROVED DUMPING SITE AND CLEAN ALL FIRE DESIGN OF THE SYSTEM OR IN MATERIALS OR PROTECTION WORK PRIOR TO PROJECT COMPLETION. EQUIPMENT USED MUST BE APPROVED IN WRITING VIA THE REQUEST FOR INFORMATION PROCESS BY THE 4. PERFORM ALL WORK ACCORDING TO THE PROJECT FIRE PROTECTION ENGINEER OF RECORD PRIOR TO PHASING SCHEDULE INFORMATION FOR THIS PROJECT. ANY BIDDING, FABRICATION, OR INSTALLATION. PROVIDE ALL NECESSARY FIRE PROTECTION WORK, TEMPORARY AND/OR OTHERWISE, AND USE WHATEVER 2• CONTRACTOR SHALL COORDINATE LOCATIONS OF FIRE MEANS NECESSARY, TO CONFORM TO THE REQUIRED PROTECTION COMPONENTS INCLUDING PIPING, ALARMS, CONSTRUCTION PHASING OF THE PROJECT. DRAINS, TEST POINTS, ETC., WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND 5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR ELECTRICAL COMPONENTS. OBSTRUCTIONS TO REPLACING ITEMS DAMAGED DURING DEMOLITION AND SPRINKLER DISCHARGE MUST BE CONSIDERED DURING CONSTRUCTION. SHOP DRAWING PRODUCTION AND INSTALLATION. EXTRA SPRINKLERS MAY BE REQUIRED AT NO 6. CONTRACTOR SHALL PATCH ALL HOLES TO MATCH ADDITIONAL COST TO WAL-MART. REFER TO ADJACENT SURFACES LEFT UNUSED AFTER EXISTING SPECIFICATION FOR ADDITIONAL REQUIREMENTS. SPRINKLER PIPING OR EQUIPMENT IS REMOVED AND VACATED FROM THESE HOLES. 3. SUBMIT A REQUEST FOR INFORMATION (RFI), FOR QUESTIONS RELATED TO THE FIRE PROTEC1ON 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND DOCUMENTS. MAINTAINING FIRE DEPARTMENT ACCESS ROADS THROUGHOUT THE PROJECT. 4. ROUTE ALL SPRINKLER MAINS ABOVE THE BOTTOM CHORD OF THE BAR JOISTS. 8. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE DEMOLITION SHALL BE LEFT IN SERVICE. 5. PROVIDE FIRE PROTECTION AS REQUIRED BY CODE FOR ANY TEMPORARY STRUCTURES BUILT DURING 9. ALL WORK SHALL BE PERFORMED SO AS TO NOT CONSTRUCTION. INTERRUPT SERVICE. THE CONTRACTOR SHALL PROPERLY NOTIFY THE LANDLORD, THE LESSOR AND 6. SPRINKLER SYSTEMS ARE MONITORED BY AN ADJACENT TENANTS A MINIMUM OF 48 HOURS IN OFF -SITE CENTRAL STATION INCLUDING TAMPER ADVANCE BEFORE PROCEEDING WITH THIS WORK. SWITCHES ON ALL CONTROL VALVES AND FLOW ALL WORK SHALL BE SCHEDULED IN ADVANCE. SWITCHES. 10. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE 7. IF APPLICABLE, THE CONTRACTOR SHALL ASSUME END OF EACH WORKDAY. THAT ANY CURTAIN BOARDS OR DRAFT CURTAINS WILL BE INSTALLED PRIOR TO THE SPRINKLER PIPING. 11. ONLY THE POR11ONS OF THE BUILDING AFFECTED BY CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER THE SCOPE OF THE PROJECT HAVE BEEN SHOWN. PENETRATIONS OF THE CURTAIN BOARDS OR DRAFT INFORMATION SHOWN AS EXISTING TO REMAIN IS NOT CURTAINS AND SEALING WITH APPROVED FIRE BEING MODIFIED AS A PART OF THIS PROJECT. CAULKING. 12. SPRINKLER CONTRACTOR TO SUBMIT AND RECEIVE 8. PENETRATIONS OF RATED WALLS OR ASSEMBLIES APPROVAL OF FULL SHOP DRAWINGS TO HENDERSON SHALL BE "FIRE CAULKED" WITH APPROVED CAULKING ENGINEERS PRIOR TO FABRICATION AND PER METHODS REQUIRED BY THE AUTHORITY HAVING INSTALLATION. 9. JURSDICTION, AND PROJECT SPECIFICATIONS. THE FIRE PROTECTION ENGINEER OF RECORD WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL THEY BE REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK, THE CONSTRUCTION PROCEDURES AS SET FORTH BY THE GENERAL CONTRACTOR, SUB -CONTRACTORS, THEIR RESPECTIVE EMPLOYEES, OR ANY OTHER PERSON AT THE JOBSITE OTHER THAN THE ENGINEERING FIRM'S OWN EMPLOYEES. 10. SPRINKLER PROTECTION IS REQUIRED ABOVE THE ELECTRICAL ROOMS. NO MAIN PIPING SHALL PENETRATE OR PASS ABOVE THE ELECTRICAL ROOMS. 11. THE CONTRACTOR MUST REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO BID. SHOULD MODIFICATION TO THESE PLANS BECOME NECESSARY TO PROPERLY COORDINATE THE SYSTEM WITH, OTHER TRADES, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL OF THESE CHANGES BY THE AHJ, AND THE FIRE PROTECTION ENGINEER OF RECORD. IN ADDITION TO OBTAINING THE NECESSARY APPROVALS, THE CONTRACTOR MUST MAKE NOTE OF ALL FIELD OR COORDINATION CHANGES ON THE INSTALLATION DRAWINGS. ONCE COMPLETE, THE CONTRACTOR SHALL SUPPLY ONE COPY OF AS -BUILT DRAWINGS TO THE FIRE PROTECTION ENGINEER OF RECORD FOR THEIR USE. 12. THE CONTRACTOR SHALL DIVERT ALL DRAIN AND INSPECTORS TEST CONNEC1ON DISCHARGE AWAY FROM FINISHED SURFACES AND PIPE TO APPROVED DRAIN LOCATIONS. THE CONTRACTOR WILL BE BACKCHARGED FOR ANY REPAIR, REPLACEMENT, OR CLEANING OF RUST STAINS ON PAVEMENT/CONCRETE DUE TO WATER DISCHARGE FROM SPRINKLER SYSTEM DRAIN DOWNS. SHEET INDEX FP1 OVERALL FIRE SPRINKLER PLAN FP2 ENLARGED FIRE SPRINKLER PLAN FP3 FIRE PROTECTION DETAILS FP4 STOCKROOM HYDRAULIC PLACARD INFORMATION m m� I L � U a8 �2wo c ui Z w LL ly'ZF U. 0 3 g g0�O°yoo(*o()zN. d oie !NMv ��002 a�<u�j �c5�0 w(.)Lu Zcog H o S.o N WW �01 za Q Z =_ Ln .r o. z U 00 J W 0 0 O LL ♦) VJ z w o 0 z 60 ,. W 0 r 0 � cl) I..LI N W m 11) D z m 0 ISSUE BLOCK CHECKED BY: SRD/JEC DRAWN BY: OAF PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 DARRELL E. STEIN LICENSE # 58463 i Nor "483 STATE OF ) i OVERALL FIRE SPRINKLER PLAN w V) w J J w it a 0 EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELF WITH THIS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. SHEET: FP1 T12 I.� N 6* a M 6" 4 13.930 I 13.920 I { 13.930 --------------IV H I� 3!. ;-44 o, I I I� 13.930 I , fl 13.920 i I 1 13.930 I I 10 (I li 13.930 I e> I 1 13.930 13.920 I ' 13 I� 0 13.930 ( I I7 i ( 11 1 , 13.930 I q � 0 � I { + � o 3 a 13.930 I � 13.920 !� 13.930 �I� j: + SALES�I.:,. r r5 I 1 13.930 1 1 a — — ; I� ---I-- — ; Imo— — — •—}-- — ____. — .._—,ly I O W' 1 Rl,m A11I I e I t ( ice:. � (�r� i•w-, 13.930 `III ivtu('� --------- I' I E o I I 110 13.920 I� I l 6 M JIM Ly 1 116 Q cufCIO ! NIM cu 13.930 I I 1 t Y _ _ • rl , ! _ _ CF,1 t • EIS_ — __ . _ _ j,4 — D ' 13.930 ' II 1 , ° I°' ; III 13.930 I 1 F 11 {" 14 i o n...+ 1 �9 IIkY � loll, 13.930 I ' 13.920 �� a � i I 1a I N�', 13.930 r r� a 6 ru CY? L GM SALES SPRINKLER PLAN i tU MEAT PREP/MEAT SPRINKLER PLAN 1/8" = 1'-0" HOLDING COOLER L� MEAT PREP/MEAT HOLDING COOLER liiiiiiIiim� ``� SPRINKLER Q�EMOLITION PLAN �;� C3 0 1 Y i BAKERY FREEZER/COOLER 0 2 4 8 1 2 j � v{ I_ BAKERY 1-6 I I COOLER I I c, T 12# 2 . 0 BAKERY FREEZER/COOLER SPRINKLER DEMOLITION PLAN 1 /81, = 1'-0" C DELI COOLER SPRINKLER PLAN �,.;J 4 I , I ELI I 13.9121 DMER - -o DELI COOLER �J (01 SPRINKLER Q�EMOLITION PLAN 0 2 4 8 LJ }9T � wLL �Z I➢� lean' W >~ag z << w<LLTWu w1 O H 3��L��o� awi�O�� d 22o<�=�o=°Za cV��oLL QOcoa40z a w omfy$jim eno°wog r p� �zzrn Z °�1yJ��H nz1wi�x O^I 195 0 w=ivo: - Zy 0� NCN g ) ICI m Iii M i Z l •� I r�aN cn W� �ND la .� s =W 0. o U 00 W J am CO C7 LLJ 00LL ♦ ^ z J W o o = Z Q�Q wx O O tt�OO 0 �- w N ww W m z m O 31 ISSUE BLOCK CHECKED BY: SRD/JEC DRAWN BY: OAF PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 DARRELL E. STEIN LICENSE # 58463 srae E OF JW ENLARGED FIRE SPRINKLER PLAN .. w U) w J J w Q 0 SHEET: FP2 7 }- N TS EXTERIOR WALL 1/2" WIDE MOUTH TOP BEAM CLAMP ATTACHED WITHIN 3" OF JOIST GIRDER PANEL POINT SUPPLY MAIN 3"MAX U-BOLT STYLE STRAP RESTRAINED WITH MINIMUM 3/8" FENDER WASHER, LOCK WASHER, AND NUTS JOIST GIRDER TRUSS GIRDER GROCERY STORAGE 1/2" TOP BEAM CLAMP ATTACHED WITHIN 3" OF PANEL POINT ROOF DECK 1/2" ALL THREAD ROD 1/2" FENDER WASHER AND NUT ON TOP AND BOTTOM OF ANGLE TYP FOR 8" MAIN USE 4 x 4 x 1 /4 ANGLE DRILLED WITH MAXIMUM 9/16" HOLES (MAXIMUM 6 FT SPAN ALLOWED) INSTALL ON EVERY JOIST OR MAXIMUM 10'-0" SPACING. FOR 6" MAIN USE 3 x 3 x 5/16 ANGLE DRILLED WITH MAXIMUM 9/16" HOLES (MAXIMUM 6 FT SPAN ALLOWED) INSTALL ON EVERY JOIST OR MAXIMUM 10'-0" SPACING. FOR 4" MAIN USE 3 x 2 x 1 /4 ANGLE DRILLED WITH MAXIMUM 7/16" HOLES (MAXIMUM 6 FT SPAN ALLOWED) INSTALL ON EVERY OTHER JOIST OR MAXIMUM 12'-0" SPACING. 'IPE SUPPORT 10.30.07 F30 ROOF JOISTS DROP FROM OVERHEAD PIPING LIGHTS CONDENSER DRY CONCEALED PENDENT SPRINKLER FREEZER/COOLER EZER SECTION NTS 10.30.07 F27-1 1" PLUG UPRIGHT — SPRINKLER SALES NOTE: COORDINATE EXACT LOCATION OF SPRINKLERS AT COOLERS/FREEZERS WITH LIGHTS, EVAPORATORS AND OTHER OBSTRUCTIONS. NOTE THAT FINAL LIGHT AND EVAPORATOR LOCATIONS MAY DIFFER FROM THOSE 6J NTS w z 0 N SPRINKLER MAIN 1" SHOULDER NIPPLE 1" GLOBE VALVE CHAIN -HUNG SIGNAGE MUST BE VISIBLE AT ALL AREAS CONTRACTOR TO PROVIDE COVERAGE BELOW ALL RTU DROP BOXES WHICH EXCEED 4 FT IN WIDTH. APROXIMATELY 10. REF 1-FP1 2" BRANCH LINE TYI CONNECT TO EXISTI� 2" BRANCH LINE TY PIPE HANGE MINIMUM 1" SUPPLY TO SPRINKLERS SUPPLY AND RETURN AIR PLENUMS FROM ROOFTOP UNIT ROOF DECK JOIST LE COUPLING r�II r\�_r\ i v ivimTCH SPRINKLER TYPE AT ROOF DECK RTU SPRINKLER DROP 10.30.07 F25 NTS PATCH PROCEDURE 1. ATTACH FIRMLY (WITH SHEET METAL SCREWS OR EQUIVALENT) A PIECE OF KYSOR COOLER/FREEZER METAL SKIN, SHEET METAL OR EQUIVALENT MATERIAL SIZED SLIGHTLY LARGER THAN THE HOLE TO BE PATCHED TO THE INSIDE OF THE COOLER/FREEZER. 2. FROM THE TOP OF THE COOLER/FREEZER, FILL HOLE(S) TO BE PATCHED COMPLETELY WITH THE EXPANSION FOAM. ALLOW THE FOAM TO COMPLETELY DRY. 3. TRIM OFF EXCESS FOAM FLUSH WITH TOP OF COOLER/FREEZER. 4. ATTACH FIRMLY (WITH SHEET METAL SCREWS OR EQUIVALENT) A PIECE OF KYSOR COOLER/FREEZER METAL SKIN, SHEET METAL OR EQUIVALENT MATERIAL SIZED SLIGHTLY LARGER THAN THE HOLE, THAT IS NOW FILLED WITH THE EXPANDED FOAM, TO THE OUTSIDE/TOP OF THE COOLER/FREEZER. EXPANSION FOAM SHEET METAL SCREWS COOLER/FREEZER SPRINK NTS SHEET METAL OR COOLER/FREEZER PANEL SKIN FREEZER/COOLER ROOF (EXISTING) FREEZER/COOLER CEILING (EXISTING) SHEET METAL OR COOLER/FREEZER PANEL SKIN LER PENETR 10.30.07 ATION PATCH MF19b F21 HANG 4 AND 6 INCH PIPE WITHIN 3 INCHES OF PANEL POINT PIPE 3 INCH AND SMALLER NOT REQUIRED TO BE WITHIN 3 INCHES OF PANEL POINT FOR 6 AND 8 INCH PIPE, USE THRU BOLT CONNECTION WHERE POSSIBLE. USE TRAPEZE HANGER WHERE JOIST PANEL POINTS TYP ZZ JOIST WEB CONFLICTS WITH THRU BOLT 6„ \ MAXI 1 TYP 6 INCH AND SMALLER PIPE » `—MAINTAIN VISIBLE CLEARANCE BETWEEN PIPE AND JOIST MEMBERS TYP 4, 6 AND 8 INCH PIPE 8 INCH PIPE _j MAXIMUM HANGER SPACING FOR PIPING PERPENDICULAR TO JOISTS BEAM CLAMP THRU—BOLT BEAM CLAMP NOT TRAPEZED NOT TRAPEZED TRAPEZED 4" PIPE EVERY 12'-0" 4" PIPE EVERY 12'-0" 4" PIPE EVERY OTHER JOIST EVERY OTHER JOIST NOT NECESSARY 6" PIPE EVERY 6'-0" 6" PIPE EVERY 12'-0" 6" PIPE EVERY JOIST EVERY OTHER JOIST NOT NECESSARY 8 PIPE 8 PIPE EVERY 6'-0" 8 PIPE EVERY 6'-0" NOT ALLOWED EVERY JOIST EVERY JOIST PIPE RUNNING PERPENDICULAR TO JOISTS 6" 1/4"x2"x2" SQUARE WASHER & HEX NUT THRU BOLT TYP MAX 1/2" ALL THREAD ROD I FENDER WASHER & HEX NUT � I 3.5" X 2.5" X .25" ANGLE _ TRAPEZE REQ'D FOR 6" MAINS 4" X 4" X .25" ANGLE TRAPEZE REQ'D FOR 8" MAINS TOP CHORD OF JOIST TYP f, ONE OPEN JOIST BAY MINIMUM BETWEEN TRAPEZE HANGERS 12" DO NOT HANG 2 OR MORE MIN11 MAINS 4" OR LARGER BETWEEN THE SAME JOIST SPACE MAXIMUM HANGER SPACING FOR PIPES PARALLEL TO JOISTS 4" PIPE EVERY 12'-0" 6" PIPE EVERY 12'-0" 8" PIPE EVERY 12'-0" NOT TRAPEZED TRAPEZED TRAPEZED BEAM CLAMP THRU BOLT THRU BOLT PIPE RUNNING PARALLEL TO JOIST CONTRACTOR MAY SUBSTITUTE ANGLE IRON TRAPEZE MEMBER WITH PIPE MEMBER. SIZE PIPE MEMBER IN ACCORDANCE WITH NFPA-13 AND MAINTAIN 12 INCH MAXIMUM DEFLECTOR DISTANCE 12" MIN UTILIZE THESE HANGING METHODS FOR ALL SPRINKLER PIPING. SPACE TRAPEZE HANGERS IN ACCORDANCE WITH SCHEDULE. LOCATE HANGERS WITHIN 3 INCHES OF JOIST PANEL POINTS U.N.O. NOTE: DO NOT SUPPORT SPRINKLER PIPING FROM BOTTOM CHORD OF BAR JOISTS PIPE SUPPORT 4 NTS 10.30.07 F02-1 OPTION "A" INSTALLATION PROCEDURE 1. CORE DRILL 2 1/2" DIAMETER HOLE IN THE FREEZER/COOLER INSULATED CEILING PANEL. LOCATE HOLE AND REQUIRED SPRINKLER PROTECTION IN ACCORDANCE WITH NFPA 13 OBSTRUCTION CRITERIA (SSP TYPE SPRINKLERS). MAINTAIN 6" CLEARANCE FROM COOLER SEAMS. 2. INSTALL DRY PENDENT SPRINKLER PER MANUFACTURERS INSTALLATION REQUIREMENTS. 3. COMPLETELY FILL ANNULAR CEILING OPENING BETWEEN THE ESCUTCHEON AND TOP OF CEILING PANEL WITH OPEN -CELL POLYETHYLENE FOAM BACKER ROD. EXPANDED FOAM IS NOT PERMITTED. 4. INJECT DOW CORNING 739 PLASTIC ADHESIVE SEALANT INTO AND AROUND THE TOP OF THE FREEZER/COOLER CEILING CORE OPENING IN ACCORDANCE WITH SEALANT MANUFACTURERS INSTRUCTIONS OPTION "6" INSTALLATION PROCEDURE 1. CORE DRILL 2 1/2" DIAMETER HOLE IN THE FREEZER/COOLER INSULATED CEILING PANEL FROM BELOW. LOCATE HOLE AND REQUIRED SPRINKLER PROTECTION IN ACCORDANCE WITH NFPA 13 OBSTRUCTION CRITERIA (SSP TYPE SPRINKLERS). MAINTAIN 6" CLEARANCE FROM COOLER SEAMS. 2. INSTALL TYCO DRY PENDENT SPRINKLER PER MANUFACTURERS INSTALLATION REQUIREMENTS. INSERT BOOT PRIOR TO MAKE—UP WITH PIPING. 3. COMPLETELY SEAL INTERFACE BETWEEN BOOT FLANGE AND TOP OF FREEZER/COOLER PANEL WITH ADHESIVE PROVIDED WITH BOOT IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 4. APPLY STRAP TIES ON BOOT AROUND DRY SPRINKLER BARREL PER MANUFACTURERS INSTRUCTIONS. 1" DRY SPRINKLER DROP L FREEZER/COOLER CEILING SUPPLY FROM WET PIPE SPRINKLER SYSTEM TEE WITH PLUG 2 NYLON STRAP TIES N (INSTALL OPPOSITE DIRECTIONS) TYCO RUBBER SEAL io BOOT MODEL DSB-2 z_ w -SEALANT PER BOOT J c� MANUFACTURER z V) 0 z SPRINKLER CUP TYCO MODEL TY3555 CONCEALED 2007 DRY COVER PLATE PENDENT SPRINKLER 2 CONCEALED 2007 DRY 2 (NO SUBSTITUTIONS) PENDENT SPRINKLER OPTION A (NO SUBSTITUTIONS) OPTION B NOTE: CONTRACTOR TO SEAL DRY PENDENT SPRINKLERS AT FREEZER/COOLER USING ONE OF THE OPTIONS ABOVE. NO OTHER SEALANTS ARE PERMITTED. FREEZER COOLER DRY PENDENT SPRINKLER NTS 01.28.11 F19 r w D w w- 0 z 0 g D a M� I iF ZtK U> iLL1111DPI 98iW U' PLLN�O *5'0 1a�s 8y0 �.U;pwcOa3 Xo 39.1h r��� zm ON o S P_ WW ��^ Z � C6 � � O N W.z � s ¢ =W �=^ 44� J r en LL co d z 0 0 0 O J w i0 0 0 Lu ♦^ v! z w o o Z � n/ LL W 0 0 W 9 N W m 2 D z m 0 ISSUE BLOCK CHECKED BY: SRD/JEC DRAWN BY: OAF PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 DARRELL E. STEIN LICENSE # 58463 i76TATEF)R FIRE PROTECTION DETAILS z w w J J w 0 FP3 It 14 9:16:05 AM / 7/2014 9:16:06 AM 2 Page 1 Ion 3 Page 2 ta for 14606007063PRK Calc law Data for 1480600706SPRK Calc :1Stores100500 to 00999100706 - Zophyrhills - FLLSIts Dats114806007061FIrellStockroom Calc8114806007068PRK Calc AREA t.wxf lie a (Untitled) etaelds rnt. ise Information and Water Supplies Fnsh Dia Pipe Length 8 Fittings C Chng Num K Den Area Press Elev ommon Elevation Pnt. Type Fact Mark Hds Fact mmon Elevation = 0 EQUIVALENT K'S REMOTE HEAD TO SUPPLY alculation Question Answers 00 101 2 SCHED-40 7 120 Ln-S 1 8.0 .35 84 7 22 Remote Point =100 01 102 2 SCHED-40 7 120 Ln-S 2 8.0 .35 84 7 22 3ource Point = TEST 02 103 2 SCHED-40 7 120 Ln-S 3 8.0 .35 84 7 22 kuto Peak Move Length = 0 03 104 2 SCHED-40 1.581T 120 Ln-S 4 8.0 .35 84 7 22 04 105 6 SCHED-10 12 120 Mn-S 22 orate Remote Head = Y 05 106 6 SCHED-10 12 120 Mn-S 22 uto Aker Fittings Lengths = Y 06 107 6 SCHED-10 61.92 1E1T 120 Mn-S 22 kuto Peak = No 07 TR1 6 SCHED-10 180.5 2E 120 Mn-S 22 kiter Lengths After Auto Peak = No 1 BR1 6 SCHED-10 201E1B1Fsp 120 Mn-S 22 1 BOR 8 SCHED-10 132E1Zac 120 Mn-S 2 R 132 8 rO32 CL50CLDI 562 2E 140 UG 2 ity Water Supply Information TEST 8 CL50CLDI 203.667 1E 140 UG 0 onnection Point = TEST EST H500 0 tatic Pressure = 54 NEW PATH esidual Pressure = 46 08 109 2 SCHED-40 7 120 Ln-S 1 8.0 .35 84 7 22 esidual Flow = 1712 09 110 2 SCHED-40 7 120 Ln-S 2 8.0 .35 84 7 22 10 104 2 SCHED-40 5.421T 120 Ln-S 3 8.0 .35 84 7 22 NEW PATH 11 112 2 SCHED-40 7 120 Ln-S 1 8.0 .35 84 7 22 12 113 2 SCHED-40 7 120 Ln-S 2 8.0 .35 84 7 22 13 114 2 SCHED-40 7 120 Ln-S 3 8.0 .35 84 7 22 14 105 2 SCHED-40 1.58 1T 120 Ln-S 4 8.0 .35 84 7 22 NEW PATH 15 116 2 SCHED-40 7 120 Ln-S 1 8.0 .35 84 7 22 16 117 2 SCHED-40 7 120 Ln-S2 8.0 .35 84 7 22 17 105 2 SCHED-40 5.421T 120 Ln-S 3 8.0 .35 84 7 22 NEW PATH 18 119 2 SCHED-40 7 120 Ln-S 1 8.0 .35 84 7 22 19 120 2 SCHED-40 7 120 Ln-S 2 8.0 .35 84 7 22 20 121 2 SCHED-40 7 120 Ln-S 3 8.0 .35 84 7 22 21 106 2 SCHED-40 1.581T 120 Ln-S 4 8.0 .35 84 7 22 NEW PATH 22 123 2 SCHED-40 7 120 Ln-S 1 8.0 .35 84 7 22 23 124 2 SCHED-40 7 120 Ln-S 2 8.0 .35 84 7 22 24 106 2 SCHED-40 5.421T 120 Ln-S 3 8.0 .35 84 7 22 NEW PATH 25 126 2 SCHED-40 8.5 120 Ln-S 1 8.0 .35 84 7 22 26 127 2 SCHED-40 20.421T 120 Ln-S 2 8.0 .35 84 7 22 27 107 6 SCHED-10 3 120 Mn-GI 22 NEW PATH 27 128 6 SCHED-10 11.75 120 Mn-G1 22 28 129 6 SCHED-10 11.75 120 Mn-Gi 22 29 22 NEW PATH 30 129 2 SCHED-40 28.921T 120 Ln-S 1 8.0 .35 84 7 22 NEW PATH 31 128 2 SCHED-40 28.921T 120 Ln-S 1 8.0 .35 84 7 22 Pressure / Flow Summary - STANDARD Fire Dynamics 1480600706SPRK Calc Page 3 Date Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 100 22.0 8 13.61 no 29.4 0.36 84 7.0 101 22.0 8 13.57 no 29.47 0.35 84 7.0 102 22.0 8 13.82 no 29.74 0.35 84 7.0 103 22.0 8 14.35 no 30.3 0.35 84 7.0 104 22.0 15.85 na 105 22.0 1 5 86 n a 106 22.0 15.93 no 107 22.0 17.33 no TR1 22.0 20.97 no BR1 2.0 31.48 no BOR 2.0 35.72 no 132 0.0 38.63 no TEST 0.0 39.4 no 500.0 108 22.0 8 14.29 no 30.24 0.35 84 7.0 109 22.0 8 14.36 no 30.32 0.35 84 7.0 110 22.0 8 14.62 no 30.59 0.35 84 7.0 111 22.0 8 13.52 no 29.42 0.35 84 7.0 112 22.0 8 13.59 no 29.49 0.35 84 7.0 113 22.0 8 13.84 no 29.76 0.35 84 7.0 114 22.0 8 14.36 no 30.32 0.35 84 7.0 115 22.0 8 14.31 no 30.26 0.35 84 7.0 116 22.0 8 14.38 no 30.34 0.35 84 7.0 117 22.0 8 14.64 no 30.61 0.35 84 7.0 118 22.0 8 13.58 no 29.48 0.35 84 7.0 119 22.0 8 13.65 no 29.56 0.35 84 7.0 120 22.0 8 13.9 no 29.82 0.35 84 7.0 121 22.0 8 14.43 no 30.38 0.35 84 7.0 122 22.0 8 14.37 no 30.33 0.35 84 7.0 123 22.0 8 14.44 no 30.4 0.35 84 7.0 124 22.0 8 14.71 no 30.68 0.35 84 7.0 125 22.0 8 15.98 no 31.98 0.35 84 7.0 126 22.0 8 16.08 no 32.08 0.35 84 7.0 127 22.0 17.33 no 128 22.0 17.33 no 129 22.0 17.33 no 130 22.0 8 16.86 no 32.85 0.35 84 7.0 131 22.0 8 16.86 no 32.85 0.35 84 7.0 The maximum velocity is 11.4 and it occurs in the pipe between nodes 121 and 106 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I A �t Co I I I Q STATIC/RESIDUAL j HYDRANT j (APPROXIMATE LOCATION) + Water Supply Curve C Fire Dynamics 1480600706SPRK Calc Page 1 Date City Water Supply: Demand: Cl - Static Pressure : 54 D1 - Elevation 9.528 C2 - Residual Pressure: 46 D2 - System Flow :760.68 C2 - Residual Flow 1712 D2 - System Pressure 39.403 Hose (Demand) :500 D3 - System Demand : 1260.68 Safety Margin 10.055 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 D 2 40 30 03 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Fire Dynamics M0600706SPRK Calc SPRINKLER SYMBOL LEGEND SYMBOL SIZE MFR MAKE S.I.N. FINISH STYLE TEMP K-FACTOR VARIES VARIES VARIES ---- BRASS EXISTING 8.0 UPRIGHT UPRIGHT Page 2 Date Fitting Legend Abbrev. Name /, '/. 1 1 % 1'A 2 2% 3 3'% 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zac Ames 2000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Schad 40 pipe and CFactors of 120 except as noted with The fittings marked with a' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked wtth a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Schad 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 WATER SUPPLY INFORMATION STATIC: 54.0 PSI RESIDUAL: 46.0 PSI AT 1712 GPM INFORMATION DERIVED FROM A FLOW TEST PERFORMED BY HENDERSON ENGINEERS DURING A SITE VISIT ON 09/06/13. ADDITIONAL SAFETY FACTORS ARE NOT INCLUDED. �• 1 1. PLAN INFORMATION SHOWN IS EXISTING TO REMAIN. NO SPRINKLER WORK TO BE PERFORMED. 2. REPLACE EXISTING PLACARD SUPPLYING THE STOCKROOM AREA WITH NEW INFORMATION PER 2-FP4. 3. INFORMATION SHOWN IS PROVIDED TO PROVE EXISTING SPRINKLER SYSTEM IS CAPABLE OF PRODUCING THE DENSITY SHOWN ON THE PLACARD. Final Calculations - Hazen -Williams - 2007 Final Calculations - Hazen -Williams Final Calculations - Hazen -Williams Fire Dynamics Page 4 Fire Dynamics Page 5 Fire Dynamics Page 6 1480600706SPRK Calc Date 1480600706SPRK Calc Date 1480600706SPRK Calc Date Hyd. Qa Dia. Fitting Pipe Pt Pt Hyd. Qa Dia. Fitting Pipe Pt Pt Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C. or Ftng's Pe Pv "'*"' Notes *"'*' Ref. "C" or Ftng's Pe Pv """` Notes """ Ref. "C., or Ftng's Pe Pv .... Notes **`* Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 100 29.40 2.067 0.0 7.000 13.506 K Factor = 8.00 111 29.42 2.067 0.0 7.000 13.522 K Factor = 8.00 0.0 to 120.0 0.0 0.0 0.0 to 120.0 0.0 0.0 0.0 91.41 15.932 K Factor = 22.90 101 29.4 0.0097 0.0 7.000 0.068 Val= 112 29.42 0.0097 0.0 7.000 0.068 Vel = 2.81 125 31.98 2.067 0.0 8.500 15.979 K Factor = 8.00 101 29.47 2.067 0.0 7.000 13.574 K Factor = 8.00 112 29.49 2.067 0.0 7.000 13.590 K Factor = 8.00 to 120.0 0.0 0.0 0.0 to 120.0 0.0 0.0 0.0 to 120.0 0.0 0.0 0.0 126 _ 31.98 0.0114 0.0 8.500 0.097 Val = 3.06 102 58.87 0.0353 0.0 7.000 0.247 Vel = 5.63 - ---- - - - -- ._ ._..__.._. -- ---- ---- - - --------_. 113 58.91 0.0353 0.0 7.000 0.247 Vel = 6 1 7 = e 5 3 26 32.07 2.06 1T 10.0 20.420 16.076 K Factor 8.00 102 29.75 2.067 0.0 7.000 13.821 K Factor = 8.00 113 29.76 2.067 0.0 7.000 13.837 K Factor = 8.00 to 120.0 0.0 10.000 0.0 to 120.0 0.0 0.0 0.0 to 120.0 0.0 0.0 0.0 127 64.05 0.0412 0.0 30.420 1.253 Val = -6.12 -------------------------------- ---------- 103 88.62 0.0751 0.0 7.000 0.526 Vel = 8.47 114 88.67 _ 0.0753 0.0 7.000 0.527 Val = 8.48 127 65.70 6.357 0.0 3.000 17.329 103 30.30 2.067 1T 10.0 1.580 14.347 K Factor = 8.00 114 30.32 2.067 1T 10.0 1.580 14.364 K Factor = 8.00 to 120.0 0.0 0.0 0.0 to 120.0 0.0 10.000 0.0 to 120.0 0.0 10.000 0.0 _107 129.750.0007 0.0 _ _ 3.000 0.002 Val = 1.31 104 18.92 0.1294 0.0 11.580 1.499 Val = 11.37 -- -- ----- -- --- - --- -- __I_ __-_. _._. ____..-_.-._ ._ 105 118.99 0.1296 0.0 11.580 1 501 Vel = 11.38 0.0 104 91.16 6.357 0.0 12.000 15.846 0.0 - 129.75_ _ - - 17.331 K_ Factor = 31.17 to 120.0 0.0 0.0 0.0 118.99 _____0.0 __ ____15.865 _ K Factor = 29.87 _ 127 -65.70 6.357 0.0 11.750 17.329 105 210.08 0.0016 0.0 12.000 0.019 Val = 2.12 115 30.26 2.067 0.0 7.000 14,310 K Factor = 8.00 to 120.0 0.0 0.0 0.0 105 210.20 6.357 0.0 12.000 15.865 to 120.0 0.0 0.0 0.0 128 -65.7-0.0002 0.0 11.750 -0.002 Val = 0.66 to 120.0 0.0 0.0 0.0 116 30.26 0.0103 0.0 7.000 0.072 Val = 2.89 128 32.85 6.357 0.0 11.750 17.327 0.067 V 4.25 106 420.28 0.0056 0.0 12.000 el = ---- ---- - - - -- -- -------------- -- -- -- - --- - - --- -- _ _- _-_ -_-- --_ _ -_ _ --__. _ 116 30.34 2.067 0.0 7.000 14.382 K Factor = 8.00 to 120.0 0.0 0.0 0.0 106 210.65 6.357 1 E 17.603 61.920 15.932 to 120.0 0.0 0.0 0.0 129 -32.85 0.0 0.0 11.750 0.0 - Val = 0.33 to 120.0 1T 37.72 55.323 0.0 117 60.6 0.0371 0.0 7.000 0.260 Val = 5.79 0.0 107 630.93 0.0119 0.0 117.243 1.399 Val = 6.36 -- - HYDRAULIC DESIGN -----_....__..._....__--- - --- - - -- -- - ----- ---- -------- -- ----------------...------------------------- ----------------------- ---------------- -- - -- -- 117 30.61 2.067 1 T 10.0 5.420 14.642 K Factor = 8.00 -32:85 _ _ 17.327 K Factor = -7.89 107 129.75 6.367 2E 35.205 180.500 17.331 to 120.0 0.0 10.000 0.0 130 32.85 2.067 1T 10.0 i 28.920 16.860 K Factor = 8.00 SYSTEM #1 STOCK ROOM to 120.0 0.0 35.205 0.0 105 91.21 0.0793 0.0 15.420 1.223 Val = 8.72 to 120.0 0.0 10.000 0.0 TR1 760.66 0.0169 0.0_ _ 215.705-__-3.639 - - --Val = 7.69_-_ 0.0 129 32.85 0.0120 - 0.0 _ 38.920 0.467 Val = 3.14 - -- - -----------1. SPRINKLERS TR1 0.0 6.357 1 E 17.603 20.000 20.970 91.21 15.865 K Factor = 22.90 0.0 CALCUUITED 25 SPRINKLERS to 120.0 1 B 12.573 30.176 9.662 " Fixed Loss = 1 ---- - - - - - - -- - - - --------- ---- - - - - - -- - - -- -- - -- --- - 118 29.48 2.067 0.0 7.000 13.580 K Factor = 8.00 32.85 17.327 K Factor = 7.89 BR1 760.68 0.0169 1 Fsp 0.0 50.176 0.846 Vel = 7.69 to 120.0 0.0 0.0 0.0 131 32.85 2.067 1T 10.0 28.920 16.861 K Factor = 8.00 SPMNKLER 0.35 GPM/SQ FT BR1 0.0 8.249 2E 42.282 13.000 31.478 119 29.48 0.0099 0.0 7.000 0.069 Val = 2.82 to 120.0 0.0 10.000 0.0 DENSITY REWD to 120.0 1Zac 0.0 42.282 3.982 * ` Fixed Loss 3.982 -11 - - ---- --- - - - --- - - ----- - - -- - 119 29.56 2.067 0.0 7.000 13.649 K Factor = 8.00 128 32.85 0.0120 0.0 38.920 0.466 Vel = 3.14 AREA OF 2000 SQ FT BOR 760.68 0.0048 0.0 55.282 0 263 Vel = 4.57 to 120.0 0.0 0.0 0.0 0.0 DISCHARGE BOR 0.0 8.39 2E 61.074 662.000 35.723 120 59.04 0.0354 0.0 7.000 0.248 Vel = 5.64 32.85 17.327 K Factor = 7.89 to 140.0 0.0 61.074 0.866 120 29.82 2.067 0.0 7.000 13.897 K Factor = 8.00 HOSE KLOWANCE 500 GPM 132 _ 760.68 0.0033 -_ _0.0 _ 623.074 2.045 Vel = 4.41 ----------- to 120.0 0.0 0.0 0.0 132 0.0 8.39 1 E 30.537 203.667 38.634 121 88.86 0.0754 0.0 7.000 0.528 Val = 8.50 SYSTEM FLOW 1260.7 GPM to 140.0 0.0 30.537 0.0 - - --- -- - - DEMAND TEST 760.68 0.0033 0.0 234.204 0.769 Val = 4.41 121 30.38 2.067 1T 10.0 1.580 14.425 K Factor = 8.00 to 120.0 0.0 10.000 0.0 SYSTEM 500.00 Qa = 500.00 106 119.24 0.1301 0.0 11.580 1.507 Val = 11.40 PRESSURE39.4 PSI 1260.68 39.403 K Factor = 200.84 0.0 108 30.24 2.067 0.0 7.000 14.293 K Factor = 8.00 119.24 15.932 K Factor = 29.87 SYSTEM FACTOR SAFETY 10.1 PSI to 120.0 0.0 0.0 0.0 122 30.33 2.067 0.0 7.000 14.371 K Factor = 8.00 109 .,. 30.24 0.0103 0.0 7.000 0.072 Val = 2.89 to 120.0 0.0 0.0 0.0 109 30.33 2.067 0.0 7.000 14.365 K Factor = 8.00 123 30.33 0.0104 0.0 7.000 0.073 . . ..... 110 60.57 0.0371 0.0 7.000 0.260 Vet = 5.79 123 30.40 2.067 0.0 0.000 14.444 K Factor = 8.00 HYDRAULIC - --- ----- -- to 120.0 0.0 0.0 0.0 110 30.59 2.067 1T 10.0 5.420 14.625 K Factor = 8.00 124 60.73 0.0373 0.0 7.000 0.261 Val = 5.81 to 120.0 0.0 10.000 0.0 - - -- - - - - _ ... -- --- - --- - - - - - 104 91.16 0.0792 124 30.68 2.067 IT 10.0 5.420 14.705 K Factor = 8.00 -- --- -- - -- 0.0_ _ 15.420 ---- 1.221 - ---- Vel 8.72 - -- 0.0 to 120.0 0.0 10.000 0.0 91.16 15.846 K Factor = 22.90 106-- -91.41 _ _0.0796 0.0 15.420 1.227 - - -Val = 8.74 PLACARD 0-i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 I 1 I I I 8' I I I 1 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 11 12 3 �_�-----_._ _ 1 1n; toa; '�e CLg lr�, tl.liE d, Sk21 P,., ILL° 123 116 L, 109 L, 1° FLOW HYDRANT � `1 io !c CU (APPROXIMATE LOCATION) 110 I124 e E#" iU U, Ili-1ou,16 1 toes 6' ! � I I 121 114 �3 103 T 1 I A I 120 113 102 ♦ i ° RECEIVING -GM 1n II n,lr. Nlr` �Ir` Jo I;; 8I 1.1 8 9 10 11 ( to CD I 11 CUT" "u ?U. I 1 116 � I I 6--------------------------------------- C♦ ti♦ ,.__..__._..___...___._._..._._-..______..--.____,_._:,� I 80R -v TR1 BRI rujr+ PRINKLER I I I, i n I r I t I,o't c' ( 4�! , ins i.c . I� i.L Itil I 1, , ! io=' , ROOM 1 W . + iu (V + cu + I c` } + to + iu + n + I iv + cti cu ' n l + I i vu �� l•�- Ix 'ar I� I«% I�1 a Icn 1 flay la: Icy eu r iti r' i I HALLWAY I; i C I CORRIDOR ° I ua �- • `I2-0 ' as I I I Imo, " 1�3 " I a I I I� I i I. i� i� , I.� ! + �( I� m - , ♦�, 1, 1, ♦�, ♦�, I ♦�, ♦I., ♦l, ♦�, ! ♦l, I, 1, I ,l, ,�, a I I� f� (.� I� ;�� I� I1�: Iwo iEa> � L>•, iw ;� 1� j I I� I� I�� j I t I .I + �,i .+ �,.i .+ a �.+ n.+ eu till <u + iu + •i a a� CIO (0 Ls.i !(}:, CG7 Ct) d, a.. 1 ex IC:C? t!J `e♦ TRAINING Ie� j I I I I I I ( I I I I I I STOCKROOM -GM I I ` I + I I ^ l; •l; •l� rl; {; I r; ;l; l\ ♦; ;l rl; ; , 'a a 'a tsa lu7 �, liri Ju,J 1cn ltr; in 4tr, / ltr: lL� lLn In I �tr� rti Cl! + Ct! + CU + N + CtJ` + C� iL!' + Ct '.. CU + N + CU + N + 107 �Li i+ 127 c 128 (U + 129 Sil + t'ul�• h l^ I 6F16 t _ 6` r� - 6` t s _ �?_ - - s - i � .. tr' -Iro � �- 6`aT _ Ir: 4 i M. 6' r> 6a !t' 6` rs - 6.a 6. 6 c� 6' �' 6- + + _ -i_. _'._ _ I 1 + t l e I 1 I p + • 1 / ' CUIb") SILO NIn in n-+ {r'9 Cl L�) �+ U2 r+"+ b'9 �''` i9'b N i11T Iif? �+ n R+I117 (VTIC! in L L ,L L L ,L ,L I ,L L L L I L I CU. �I I� 100 I Ica 100 100 Imo' I �I 1co t"1W I I I I� CL CU' CU' + tU' + CLl' t ° I I _6LCOVE I I 1 II k_o lu LU U)U. W c F- 0 W�<Sg'� < �� UL ui it Z g p 0- aco jLO LUDHOWi0 8.5 3 z �Zxy c �OILI��Ga�iILO K7KK F ZM 0 DN g � m W � 8 ■ � '� W WZ m �Na 2C `0 W0 � OWN Q=W � L ^ e cn sits ago P �. Z O" J U O O J W © C_-D O 0 LLU W Iw ^ v, Z W i J - O O Z �p O g 0 Go e- U) W N u W m Z 0] O ISSUE BLOCK CHECKED BY: SRD/JEC DRAWN BY: OAF PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 DARRELL E. STEIN LICENSE # 58463 STOCKROOM HYDRAULIC PLACARD INFORMATION W 0 w J J W Q a STOCKROOM HYDRAULIC PROOF CALCULATION PLAN P � 4 ' I` 3/32" = 1'-0" SHEET: FP4 2 y_GPl 1 I � II OOU�Y_ � -RECEIVING-pR'== - II CUSTOMER OMEN'S BREAK ROOMIL ® 4 1I P1 BREAK ROOM #2 CUSTOMER III IME N'S O _ - I Cn -- — ———— — — — — —— -- I I I I I I I 1 I I ' GR1 1 I r - - - I- - _F i - I I - - --�- - - - r- - 0 KKK I ' — I III ' I I I I 1 I MAC 1 I I I I � I 2 MAC1 I I I I I I Ir I LUBE & TIRE I I MOUNTING AREA I I I I I I I I ° I O GROCERY SALES I I I I I I I I I I I I I I I I I I I I I I � o a o CUSTOMER 1 I� WOMEN'S P1- 0 CUSTOMER MEN'S i ® ° 0 ° 2 �- — — — — — — — — — — — — — — - — — — — o ® F. In I M 1 I I I I °0 1 I r I I I I laa000 ° m c1co❑ I I IE==EjI IJ71 I I I I 0 CONTACTS 0 D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 MECHANICAL AND PLUMBING PLAN 1 " = 30'-0" L 1-7 m GENERAL NOTES 12.20.13 1. GENERAL NOTES ARE APPLICABLE TO ALL 26. WATER PIPING ABOVE GRADE SHALL BE MECHANICAL/PLUMBING DRAWINGS. TYPE "L" HARD DRAWN COPPER JOINED WITH WROUGHT COPPER FITTINGS. MAKE 2. PROVIDE ALL MATERIALS FOR A COMPLETE JOINTS USING LEAD-FREE SOLDER AND A INSTALLATION IN ALL RESPECTS AND READY NON -CORROSIVE, PASTE -TYPE FLUX. FOR INTENDED USE AND IN STRICT MAKE PIPING CONNECTIONS TO A FIXTURE ACCORDANCE WITH STATE AND LOCAL CODES WITH CHROME -PLATED SEAMLESS BRASS AND MANUFACTURERS RECOMMENDATIONS. TUBE. INSULATE HOT & COLD WATER PIPING WITH RIGID GLASS FIBER A 3. STORE MUST BE KEPT IN OPERATION. MINIMUM OF 1/2" THICK WITH WHITE ALL - ARRANGE ALL WORK TO KEEP DISRUPTIONS SERVICE JACKET (VAPOR RETARDER). TO STORE OPERATIONS TO A MINIMUM. COORDINATE WITH EXISTING AND NEW 27. NOT USED. CONSTRUCTION. PAY ALL NECESSARY FEES AND PERMITS. 28. ALL FLOOR CLEANOUTS SHALL BE INSTALLED FLUSH WITH FLOOR FINISH 4. IF NEW CONSTRUCTION DISRUPTS MATERIAL OR FLUSH WITH CONCRETE SLAB EXISTING UNDERGROUND SERVICES (GAS, IF NO FLOOR FINISH MATERIAL IS SEWER, DOMESTIC WATER, FIRE CALLED OUT FOR ON ARCHITECTURAL SPRINKLER, ETC.), PROVIDE ALL DRAWINGS. MATERIALS AND LABOR AS REQUIRED TO MAINTAIN THEIR PROPER OPERATION. 29. LOCATE ALL FLOOR CLEAN -OUTS OUT OF TRAFFIC WAYS, WHILE MAINTAINING 5. CONTRACTOR IS RESPONSIBLE FOR ACCESSIBILITY. LOCATE PER UTILIZING OWNER APPROVED ROOFING DIMENSIONS IF SHOWN ON PLANS. CONTRACTORS FOR CUTTING AND PATCHING ROOF. 30. FLOOR CUTS SHALL BE STRAIGHT AND CLEAN, REPLACE REMOVED SLAB WITH 6. CONTRACTOR SHALL FURNISH AND INSTALL CONCRETE FLUSH AND SMOOTH WITH EXHAUST FANS AND EXHAUST FAN CURBS. ADJACENT FLOOR SLAB. REFERENCE CONTRACTOR SHALL INSTALL ALL ARCHITECTURAL SHEETS. COORDINATE STRUCTURAL SUPPORTS FOR FANS. WITH GENERAL CONTRACTOR. REFERENCE ARCHITECTURAUSTRUCTURAL SHEETS FOR DETAILS. 31. CAP ALL PIPING OPENINGS DURING CONSTRUCTION UNTIL FINAL CONNECTIONS 7-14. NOT USED. TO EQUIPMENT AND ACCESSORIES ARE MADE. 15. INSTALL VTR'S A MINIMUM OF 24" AND FLUES A MINIMUM OF 36" FROM ROOF 32. CUT AND PATCH EXISTING CONCRETE EDGE AND/OR PARAPET WALLS. INSTALL FLOOR SLAB FOR INSTALLATION OF NEW VTR'S, FLUES AND EXHAUST FANS A UNDERGROUND PLUMBING PIPE. MATCH MINIMUM OF 10 FT FROM OUTSIDE AIR EXISTING CONSTRUCTION. INTAKE OF ROOF TOP UNITS. INSTALL EXHAUST FANS AND ROOF TOP UNITS A 33, DO NOT INSTALL PIPING WITHIN COOLER MINIMUM OF 10 FT FROM ROOF EDGE OR A PANELS. INSTALL EXPOSED PIPING IN MINIMUM OF 60" FROM PARAPET WALLS PREP AREAS A MINIMUM OF 1" FROM THAT ARE AT LEAST 42" HIGH. PANEL WALL AND 6" ABOVE FINISHED FLOOR TO ALLOW FOR CLEANING. USE 16-20. NOT USED. ONLY NON -CORROSIVE MATERIALS FOR SPACERS AND ANCHORS. 21. EXISTING PIPE SIZES AND LOCATIONS HAVE NOT BEEN FIELD VERIFIED. CONTRACTOR IS 34. PROVIDE ESCUTCHEON PLATES FOR RESPONSIBLE TO FIELD VERIFY LOCATION AND PLUMBING PENETRATIONS THROUGH SIZES OF ALL EXISTING PIPING THAT IS BEING GROCERY CEILINGS AND WALLS. CONNECTED TO OR MODIFIED, AND TO VERIFY THAT PROPER SLOPES AND ELEVATIONS ARE 35-36. NOT USED. AVAILABLE. MAINTAIN MINIMUM SLOPE OF 1/8" PER FOOT FOR SAN SEWER PIPING 3" 37. INSTALL CONTINUOUS SEALANT JOINT AT OR LARGER. MAINTAIN MINIMUM SLOPE OF ALL EXTERIOR WALL PENETRATIONS. 1/4" PER FOOT FOR SAN SEWER PIPING SMALLER THAN 3". REF ARCH. FOR 38. AT CONTRACTOR'S OPTION, IN LIEU OF COPPER TRENCHING REQUIREMENTS. WATER PIPING, PEX OR AQUATHERM PIPING MAY BE USED. REFER TO EQUIVALENT NOMINAL PIPE 22. PLUMBING CONTRACTOR SHALL VERIFY SIZES SCHEDULE AND SPECIFICATIONS. EXISTING SEWER AND VENT PIPE SIZE AND ELEVATION AND SHALL VERIFY THAT 39. PROVIDE SEISMIC BRACING BASED ON PROPER SLOPES ARE AVAILABLE BEFORE APPROPRIATE SEISMIC ZONE REQUIREMENTS CUTTING FLOOR SLAB FOR NEW SEWER PER SMACNA PUBLISHED SEISMIC DETAILS, PIPING. LOCAL AND NATIONAL CODES. CONTRACTOR'S RESPONSIBILITY INCLUDES STRUCTURAL 23. PROVIDE ACCESS DOORS TO NEW WATER ENGINEER'S CERTIFICATION ON DETAILS VALVES AND CLEANOUTS AS NECESSARY SUBMITTED FOR PERMITTING. WHEN INSTALLED IN INACCESSIBLE AREAS. 40. BUILDING COMPONENTS ABANDONED BY THE 24. PLUMBING CONTRACTOR SHALL PROVIDE SCOPE OF WORK SHALL BE SECURED TO ONE YEAR WARRANTY FOR PROPER SEWER PREVENT FALLING, LOOSENING, OR CREATING SYSTEM OPERATION. DAMAGE OF ANY KIND IN THE FUTURE. 25. SANITARY DRAINAGE LINES AND FITTINGS (DRAIN, WASTE AND VENT) SHALL BE CAST IRON, COATED INSIDE AND OUTSIDE. WHERE PERMITTED BY LOCAL CODES, PVC-DWV PLASTIC SCHEDULE 40 MAY BE USED IN LIEU OF CAST IRON. ALL PHOTOLAB PLUMBING SHALL BE PVC. ALL HVAC WORK ON THIS PROJECT IS TO BE COMPLETED BY A WALMART APPROVED CONTRACTOR. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. U z W m jY F- Q ww �w W u a� o� o t U W Er 1-o0 U0 m ~Q U8 ao ui w WW°o>If U) IDw ? o -WU dzzNF W o HO�PWU1zz W X, -w LLW WOWORWO w ~ag�aW. O dQ .0QOF-O=SU~w � Z z O ww wQ'�r-�wLLw 3L Lj owwo W zo1:z C7U Q .W QWU00Q z��WS0t<Z0 _<FQo Q W S a W~ 7 z N a O W W oy�womW�a��0w0g �zF�o'��vwa��w S14axtrMco F-100w0wwW¢ 1:y �� o W WW M �' W �+_ Wo I zowe W Y 0 Z 0Lum a Q =W W � �W D W m z O V J w 0 %0 O 2 CO O LLLI 00 �^ z VJ w JO C) JO ti _ O o = Zoo Ix co O co F-- v W N w w m 2 z m O ISSUE BLOCK CHECKED BY: AI/LC DRAWN BY: JMH PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 R 4 iATL OF MECHANICAL AND PLUMBING PLAN SHEET: mpi 00 BAKERY REMOVE EXHAUST HOOD, FAN, \ \ DUCTWORK AND PULL STATION. CAP GAS PIPING AT APPLIANCE CONNECTION. REFERENCE ARCHITECTURAL DRAWINGS FOR CURB COVER. I a BAKERY FREEZER - B BAKERY MECHANICAL PLAN 1 /4" = 1'-0" FAN SCHEDULE MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MOUNTING FAN CONTROL MARK AREA SERVED OPTION#1 OPTION #2 OPTION #3 OPTION #4 CFM ESP (IN.) TYPE VOLTS PH DRIVE FAN HP METHOD NOTES EF-9 REAR PUBLIC TOILETS CARNES ACME PENNBARRY GREENHECK 1400 0.50 ROOFTOP 120 1 DIRECT 0.50 hp CONTINUOUS A,B,C,D,E VEDK15M3 PRN145G DX16Q1 G-143—B CENTRIFUGAL GENERAL INFORMATION: 1. FANS MUST BE AMCA CERTIFIED AS WELL AS UL OR ETL LISTED. 2. SCHEDULED FAN HORSEPOWERS ARE MAXIMUM AND MAY VARY BETWEEN MANUFACTURERS. NOTES: A. FURNISH WITH FACTORY MOUNTED DISCONNECT. B. FURNISH WITH GRAVITY BACKDRAFT DAMPER AND BIRDSCREEN. C. ROOF CURB PROVIDED BY GENERAL CONTRACTOR. REFER TO SPECIFICATIONS. D. FURNISH WITH FACTORY PRE —WIRED FAN SPEED CONTROLLER. E. FASTEN THE BASE OF EXHAUST FAN TO ROOF CURB WITH (8) #10 SET SCREWS AND NEOPRENE / SS BONDED WASHERS (2 PER SIDE). F. PROVIDE SAIL SWITCH (HONEYWELL #S688A) G. REF ELECTRICAL DRAWINGS FOR INFORMATION REGARDING FAN INTERLOCK. H. REF ELECTRICAL DRAWINGS FOR INFORMATION REGARDING FAN CONTROL. J. PROVIDE WITH MANUFACTURER'S CEILING GRILLE. K. PROVIDE 12" CURB EXTENSION. 08.31.12 BREAK ROOM BACK OFFIC CORRIDOF EF-9 ON ROOF 15.701 TG ETR 200 CFM ETR BREAK ROOM #2 PROPERLY CAP AND SEAL AIRTIGHT EXISTING DUCTWORK ABOVE CEILING. 200 CFM ETR REMOVE EXHAUST DUCT CONNECTION [F TO GRILLE. 15.700 _ 7 11 LLL _4A DEMO EAG 6 CUSTOMEI WOMEN'S 700 CFM ETR / [,7' a 700 CFM ETR CUSTOMER MEN'S BREAKROOM MECHANICAL PLAN 1 /4" = 1'-0" U z w� R Y � w� rw U aQ FS o� o� t ° w V LL L OO U— ~z U Q� w =1 70 Ww0�> U) D O Zz_ wi aZ ;z� LL mr ww z0�zm� a �wLLwow "tw ° a ZO 'w Ow ¢<W' W. �m LL .. > m� JZz�U�n=a> °¢w¢���wLLw z �w ¢�_j'o:!om 90wH0=o S M U.Z— Z) O ZZU=z�Z _0 J OcLLmmwo(o oozw ���aoHOncWww� om Lw�a°wODOw n¢IO0MOa�w= z WUOrna NwLLQUWWO= ro OW X�wwx¢r ZN H� W o WLu =tea' WZ - �o di �Y¢ ¢xx Zo W C/J W ZW oX =W JJ� �W O z M 1L 'D�/� V/ ~ z E3 O U J W 0 %0 �j m CID CDLu 00 coz w - O 0 0 = Z � w 0 00 o = � 0� W N Lu w m 2 z O ISSUE BLOCK CHECKED BY: AI/LC DRAWN BY: TGJ PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 MECHANICAL PLAN z O w 0 z w vi w z a 0 SHEET: m 1 0 0 r TB830 i ENVIRONMENTAL CAGE i W DIY TANK 1 MAC2 n _JWASTE OIL TANK ETR MECHANICAL ROOM 15.482 (TYP) 1 O 0 b . r® 0 0 O EXISTING CONTAINMENT PALLET -� EXISTING CHASSIS GREASE AND GEAR OIL EXISTING WINDSHIELD WASHER FLUID TANK AND PUMP DEMO UNDERGROUND 2 PVC CHASE AFTER MAC2 SECURITY CABLING RELOCATION. EXISTING DUCTWORK ETR EXISTING AIR DRYER EXISTING AIR COMPRESSOR EXISTING ELECTRICAL EQUIPMENT —+ }- CUSTOMER SERVICE 1 1/4" CW ETR WAITING OFFSET EXISTING 2"V TO 1 WALL AND SUPPORT PER MAC2.1 DETAIL. PROVIDE NEW PIPING AS REQUIRED. (TYP 3) 15.460 15.466 BULK OIL TANK ETR RELOCATE PRIMARY VENT ON BULK OIL TANK TO SPARE PORT. REINSTALL STEEL PLUG IN PLACE OF VENT BEING RELOCATED. — BULK OIL TANK ETR REPLACE EXISTING 2" BLACK STEEL VTR V'"" ' NEW 2" GALVANIZED STEEL PIPE. ROUTE THROUGH EXISTING ROOF PENETRATION USE EXISTING ADJUSTABLE ROOF BOOT. REMOVE AND REINSTALL EXISTING UPFLOW VENT CAP ABOVE ROOF ON NEW GALVANIZED VTR. (TYP 3) 15.460 1" CW 3/4" CVO R EWC ETR DISCONNECT AND CAP WATER LINE SERVING EYEWASH BEING DEMOLISHED 0 LUBE & TIRE MOUNTING AREA 15.482 (TYP) RELOCATE EW 15.405 ICI I WH-3 ETR SUPPLY Q- 1 /2" C W- TOILET i U REMOVE EXISTING EWC INDIRECT ROUTE CW DRAIN TO FLOOR AND CONNECT _ DOWN TO TO EXISTING SANITARY LINE — — EYEWASH = SERVING EYEWASH. 15.403 C 15.401) RELOCATED EYEWASH. ROUTE DRAIN DOWN AND DISCHARGE AT 2" AFF. = — o STORE MINIMUM COLD WATER TEMPERATUREIS 66°F. i 3/4" CW ETR HB ETR —C=3= TLE EQUIPMENT SCHEDULE - SAMSON Cl = CERTIFIED INSTALLER GC = GENERAL CONTRACTOR ES = EQUIPMENT SUPPLIER WM = WAL-MART Z O W m 0 Z 0 J 0 W F5 Q a a QTY NO DESCRIPTION MANUFACTURER MODEL NO Z u- � NOTES 1 TB830 CUSTOMER RETURN OIL TANK FAITH MANUFACTURING DW-200 Cl --- WM 2,7 GENERALNOTES 1 ALL TANKS AND PIPING TO BE INSTALLED AND PROPERLY TESTED IN ACCORDANCE WITH ALL APPLICABLE CODES AND MANUFACTURER REQUIREMENTS. REF SPECIFICATIONS. 2. ALL PIPING AND FITTINGS TO BE SUPPLIED BY GENERAL CONTRACTOR AND INSTALLED BY CERTIFIED INSTALLER. NOTES 1 FURNISHED BY WAL-MART AND INSTALLED BY GENERAL CONTRACTOR PER MANUFACTURER'S SPECIFICATIONS 2 GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE DELIVERY SCHEDULE REF SPECIFICATIONS 3 STEEL MOUNTING PLATE FOR WASTE OIL PUMP BY LIFT MANUFACTURER 4 NOT USED 5 HOSES ROUTED THROUGH EMBEDDED PIPE SLEEVE. REF MECHANICAL 6 TB900 SHALL BE PROVIDED WITH LIFT 7 GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE INSTALLATION SCHEDULE REF SPECIFICATIONS NOTE: VERIFY EQUIPMENT 8 REF MECHANICAL FOR LOCATION REQUIRED WITH EQUIPMENT 9 REFER TO SPECIFICATIONS SCHEDULE, ARCHITECTURAL 10 NO INSTALLATION REQUIRED AND MEP DRAWINGS. WASTE OIL TLE PIT PLUMBING PLAN 1 /41'= 1'-0" Z m Y •., = w U� U < m� o� o � w 0 OU L F-o ~a =g U < i�o w = > >o w.woF � p zwL az2zg zrn� w o �ocr_z- W =zaw-,'°-W. z w F-W U. W'w0 w- 0, a3E¢ga�yzo�w O a¢ wQ o,<o=SUF 0 ~ a��Ovim<0wZZWF Oxo 'S fA 1LZvOC7=z02 Z'L!.pOvl<O~�OQO �W=a�wFowtOujz)ou d Plo'zw"_ Co =)z U) Fwaw=g�z�uwi= 1 'Lz -� o�-aQ{owa:F-w = z WOQ mow' I U2 w w Z= F-ONUD(AD.owX�crwQF- Zy iA W a: o W !�2 e W W= d Wz� WN �0- Z Q mw ,�J� gnc W � � _ o LL z O U J O O w 0 CO O L L �^ z VJ w JO cfl JO O o = Z Z � W O $ F- o = U) 0- W N w w m m Z m O ISSUE BLOCK CHECKED BY: AI/LC DRAWN BY: JMH PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 AUTO CENTER MECHANICAL PLANS Z 0 w 0 Z w w Z 0 13 TLE PLUMBING PLAN 1 /4" = 1'-0" 14 =HE MAC 1 PROVIDE UNISTRI CAP ON ALL EXP ENDS BELOW 9'-( EXISTING SUPPORT P( SECURITY CAME CONDUITS, TY UNISTRUT, P1001 OF EQUIVALENT WELDED TO POST @ 1i O.C. MAX. PER AWS WEL REQUIREMENTS. NEW VELECTRIC) CONDUIT BY ELECTF CONTRACTOR. REFEF ELECTRICAL SHEE' TLE PIT PIPING SUPPORT DETAIL NTS CUT AND GRIND PVC r — — — -1 FLUSH WITH FINISH FLOOR FINISH FLOOR 4" TO 6" NON SHRINK GROUT EXPANDED FOAM — EXISTI PVC P PIT LEAVE EXISTING PVC PIPE OPEN EXISTING BELOW GRADE PIPE CHASE NTS 02.15.07 REFERENCE ARCH SHEETS FOR TANK LOCATIONS. UPFLOW 12" MAX LEN( TOP OF VEN GALVANIZED STEE A MINIMUM OF DIAMETER OR EQ TANK OPENII EMERGENCY VENT FOF INNER TANK, NO ADAPTOR ALLOWED. EVACUATIOI PORT WITH CAMLOK NEW DIY TANK DETAIL NTS FAITH TANK - 200 GALLON 4R1 )TEEL PLUG MERGENCY VENT FOR LITER TANK, 0 ADAPTOR )TEEL PLUG KRUEGER GAUGE FILL PAN VITH COVER lCK PROVIDED 3Y WALMART JRE MANAGER JD INSTALLED 3Y GENERAL ONTRACTOR. U Z N ui fo wwM Q 2 H W V ¢fS m H .h+ O� i O w It LL OU L H O ~Q U Qcoo w w w ww �;O'0: > OLL ZwU n'Z(9ZQ w o �oxpwomzz�� w =Z���WLLwQUO � Q F-D!L'w LLOpO�Wp w ��05Wir < W. 0 a¢ Nao<oir z 0 fA W wQLL�p' LLw ^L Q��OarA�C70w0=p MALL 70ZZp=zPz �— UU-J< mw?:<TUOpQ Z�Q:'pHQZ'<F.ap g g�- dw=p�aZw�owWo�zrw.i d �pw womWmaZ)Zowog x�w¢wxg�zx. H u�<mzE �0H owaOrw = z w O Q O w LL Q W U w w 0 m 1-0 Nuoumowx"ww<F Oy W o c' W= IM m Wo t �zN wJ�cx- rELu =W O M z E3 0 U J w ao '1 2 0 Lu co C--::D L 00 cn z w J ti O o =oo z �. W(o o53 o = (n W N w w co z co ISSUE BLOCK CHECKED BY: AI/LC DRAWN BY: JMH PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 AUTO CENTER MECHANICAL DETAILS z 0 w 0 z w vi w z Q 0 SHE MAC2 EXISTING WALL FINISH PIPE SUPPORT UNISTRUT CMU WALL NTS UNISTRUT INSTALL TEK SCREWS THAT ARE 1/2" LONGER THAN FINISHED WALL THICKNESS PIPE SUPPORT. EXISTING METAL STUD UNISTRUT, P1000 OR EQUIVALENT INSTALL TEK SCREWS THAT ARE 1/2" LONGER THAN FINISHED WALL THICKNESS EXISTING WALL FINISH INSTALL 1 SCREWS T LONGER THE WALL TH L INSTALI SCREW LONGER l WALL' TAPCON 1/4" X 3-1/4" SCREW FASTENER. UNISTRUT, P1000 OR EQUIVALENT EXISTING CMU WALL SCREW FASTEI PER WALL TYPE DETAIL A. OFFSET WALL MOUNT VENT PIPE SUPPORT u i NTS EXISTING CMU WALL METAL STUD WALL NTS WOOD STUD WALL NTS 11.27.07 2'-0" MINIMUM FROM PARAPET OR EDGE OF ROOF REF ARCHITECTURAL FOR ROOF PENETRATION FLASHING DETAILS AND VENT PIPE TERMINATIONS ROOF TANK VENT SLOPE / REF: DETAIL C I 1/8" PER FT .( I INSTALL A MAXIMUM OF (3) VENT PIPES PER EVERY (2) WALL STEEL STUDS. INSTALLING (4) - - - - - - VENT PIPES WILL REQUIRE ATTACHMENT TO A MINIMUM OF (3) STEEL STUDS. WALL MOUNT VENT PIPE SUPPORT NTS 11.27.07 1'-0" MAX FROM ELBOW, TYP ---/ INSTALL VERTICAL TRAPEZE SUPPORTS AT 10'-0" MAX EXISTING METAL STUD STALL A MAXIMUM OF (3) VENT 'IPES PER EVERY (2) WOOD ;TUDS. INSTALLING (4) VENT PIPES WILL REQUIRE TACHMENT TO A MINIMUM OF (3) WOOD STUDS. -XISTING WALL(2X4 STUD) 10'-0" MAX REF: DETAIL B, TYP - PROVIDE UNISTRUT OF SUFFICIENT DEPTH TO MATCH OFFSET. SECURELY FASTEN TO WALL AS REQUIRED. REF DETAIL B — OFFSET NEW VENT PIPING AROUND EXISTING PIPING WHEN PRESENT. 5'-0" MAX —� I 3" MIN BULK/WASTE OIL TANK LOCATED IN PIT OR MECHANICAL ROOM UNISTRUT P5000 OR SIMILAR TO A MAX OF 6". EXISTING WALL ROOF JOIST GIRDER OFFSET AROUND JOIST GIRDER WHEN PRESENT EXISTING (CMU/WOOD STUD/STEEL STUD)WALL z'a w� 6" MAX w �_ m0 �a 2a Z) o 10 REF ARCHITECTURAL FOR ROOF PENETRATION FLASHING DETAILS AND VENT PIPE TERMINATIONS TANK VENT REF: DETAIL C ' INSTALL VERTICAL TRAPEZE SUPPORTS AT 10'-0" MAX EXISTING (CMU/WOOD STUD/STEEL STUD)WALL 2'-0" MINIMUM FROM PARAPET OR EDGE OF ROOF SLOPE 1/8" PER FT k-j ROOF JOIST GIRDER 10'-0" MAX 1'-0" MAX FROM ELBOW, TYP EXISTING (CMU/WOOD STUD/STEEL STUD)WALL IF OFFSET OF VENT PIPE WILL REQUIRE MORE THAN 6" OF UNISTRUT, ROUTE VENT PIPE TO WALL FROM TANK AND ROUTE VENT PIPE AROUND OBSTACLES WITH ADDITIONAL WALL MOUNTS AND BENDS AS REQUIRED. THIS DETAIL REPRESENTS IN A GENERAL WAY TYPICAL BULK/WASTE OIL VENT PIPING. ROUTE VENT PIPING TO WALL FROM BULK/WASTE OIL TANK AND OFFSET AT ROOF STRUCTURE AS REQUIRED FOR COMPLETE INSTALLATION. PROVIDE SUPPORTS FOR ALL VERTICAL AND HORIZONTAL RUNS OF VENT PIPING. VENT THRU ROOF AND PIPE SUPPORT NTS 11.16.07 REF: DETAIL A, TYP - EXISTING (CMU/WOOD STUD/STEEL STUD)WALL OFFSET NEW VENT PIPING AROUND EXISTING OBSTACLES WHEN PRESENT. 5'-0" MAX BULK/WASTE OIL TANK LOCATEDIN PIT OR MECHANICAL ROOM 3" MIN TOP CHORD OF JOIST TOP BEAM CLAMP TYP - JOIST PANEL POINT USE SPLIT RING HANGER. �- HANG 2" PIPE REFERENCE SPECIFICATIONS FOR LARGER THAN 2" PIPE. HANGER RING TYP - 10' MAX BETWEEN SUPPORTS, TYP -7P BEAM CLAMP TYP )P CHORD OF JOIST INIMUM 3/8" DIA _L-THREAD ROD FOR _L PIPE HANGERS 4" A OR SMALLER „1NG 4" AND LARGER PIPE WITHIN 3" OF JOIST PANEL POINTS MINIMUM 3/8" DIA ALL -THREAD ROD FOR ALL PIPE HANGERS 4" DIA OR SMALLER PIPE RUNNING PERPENDICULAR TO JOISTS TOP BEAM CLAMP TYP ALL THREAD ROD TYP UNISTRUT SIZED PER NFPA 30 TOP CHORD OF JOIST /_ T74 MINIMUM 3/8" DIA ALL -THREAD ROD FOR ALL PIPE HANGERS 4" 11 DIA OR SMALLER / I I ONE OPEN JOIST BAY MINIMUM BETWEEN WHIM ROUTE A MAXIMUM OF (3) 2" VENT PIPES PER ONE UNISTRUT SPAN J% TRAPEZE HANGERS �- JL� �JI� %LL THREAD ROD fYP USE SPLIT RING HANGER. REFERENCE SPECIFICATIONS FOR LARGER THAN 2" PIPE. PIPE RUNNING PARALLEL TO JOIST UTILIZE THESE HANGING METHODS FOR ALL 2" TO 4" VENT PIPES. SPACE TRAPEZE HANGERS PER EVERY 10'-0". LOCATE HANGERS WITHIN 3 INCHES OF JOIST PANEL POINTS. PIPE SUPPORT CNTS 11.28.07 DO NOT HANG 2 OR MORE PIPES 4" OR LARGER BETWEEN THE SAME JOISTS Z t0 Gi L Y � H� Q Ww Er HLU w u a ca m W _ Ir �? o� U _ � 0 L 0 00 w �- ~z x U Q� w W > > 70 lw28>- D ZWow aZZK LL Nt-a2ZH�C7Z(A� w W H Z W 'w W a W F Z Q Hc�Q�LL�OZ0�0 w.. Q��m 0 LL. E:<z< �� �Zza�wo�=ar 0 O Qte2:! wa0,W.t0=0 3NLLz �ozz�=z�z coo a �w1aMw Q J zo< z��c�otaz��FQo �UJOcLLfnw00QUZw Z) K d 1 2 Z J V J a w 0 O R womW_LL!goll 00 og n¢ z��o��dWan�w yzU,0o5)f wgw9wwnM oN Wo am"' � M =�Q � �- m W WZ I- z� Ze m w� W= �NR s �a cw o W LL z 0 U J W 0 %0 CO C---::) L 00 ♦^ z VJ w O C) o ti o O Z � W 0 {L O co H W Nw m D z m 0 ISSUE BLOCK CHECKED BY: AI/LC DRAWN BY: JMH PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 AST TANK VENT PIPE DETAILS z 0 w 0 z w w z Q 0 5 MAC2.1 �1 T REMOVE AND REINSTALL (SIM EXISTING WATER HEATER 8 ) 3" SS ETR AS REQUIRED FOR P2 INSTALLATION OF NEW COUNTER. 15 406 15.408 D ETR i 1/2" CW ETR FCO E1 3"VTR ETR - `- REPLACE BREAKROOM SINK (S1). 15.406 15.436 BREAK ROOM BREAKROOM 1 /4" = 1'-0" i 6 PLUMBING PLAN wv �u vv REPLACE EXISTING I IL�J_ I WC WITH WC4 LAVS LAVS CUSTOMER ETR ETR WOMEN'S LAV HC ETR WC HC WC WC WC WC WC SITE TO ETR \ ETR I!° ETR (i ETR ETR ETR STORE I L LQ LQ Q,LQ TTT REMOVE AND REINSTALL EXISTING EWC FOR INSTALLATION OF NEW WALL FINISH. REFER TO ARCHITECTURAL UR UR DRAWINGS. 15.406 WC HC WC ETR ETR ETR LAV HC ETR�[ n ETR // LAVS LAVS ETR ETR CUSTOMER MEN'S SITE TO STORE PLUMBING PLAN 1 /4" = 1'-0" L REMOVE AND REINSTALL EXISTING EWC FOR 1 - - _ - - - - - _INSTALLATION OF NEW WALL - - - - - - - - - - - - - FINISH. REFER TO ARCHITECTURAL DRAWINGS. 15.406 U. w LA ET CUSTOMER MEN'S LAV ETR CUSTOMER WOMEN'S UR WC N ETR -_DETR UR ETR1--0 WC ETR WC WC ETR ETR LAV ETR ETR LAV Lil ETR WC ETR(D: :��DWC ETR PRETEST d v EXAM #2 WAITING ❑ n EXAM #1 REMOVE EXISTING SINK AND INSTALL NEW L2. CONNECT TO EXISTING WASTE AND WATER LINES IN WALL. REFER TO ARCHITECTURAL SHEETS FOR EXACT LOCATION. 15.406 15.436 CONTACTS • ol ROUTE EYEWASH DRAIN DOWN TO 2" AFF AND END OPEN. 9 EW1 i P2 1/2" 15.422 (TYP) 11/2" HW E 3/4" CW- /2" CW STORE MINIMUM COLD WATER TEMPERATURE IS 66°F. HALLWAY 2 1/2" CW ETR ROOF HATCH VERIFY LOCATION 15.400 � HB2 - H GM STOCKROOM PLUMBING PLAN 2 1 /4" = 1'-0" U ��pj Z t0 Q1 W'o L O Y HQ Fw W � W m H I N O�s W w O L. U �O wz _¢ Ug Q� w wo�o DO fffiw n? W .N o �; mwm~c. HHW O 0 H-Lww.- a �Eo~WK-Z<03W w.. ¢g�Wrocrm O LL } �w wQO ZFS�ww4� (7U Q J ¢�w�¢=UOz¢ z LL�R� O I_¢2 w , ¢ 1-O �UdOo WalaO ¢U W �a -EWOD 20J09nOw �ocnavl WMWa00 d ¢Z�w-&�O00 =zWORwQUWWD U) _ 10NUOaOWR�(X¢ Zy W W �"> £. W �o Zo elf CD4 Zo (%� X L�L o WZgj % pLl ~ � � Q =W W�� w C J � o J D Z 0 U J O 0 w 0 �j 2 O 00LL �^ Z w Jco 0 C) _J O ti _ O 6�9 =oo Z� n/ w LL 0 F- v W N w a w m 0 Z m O 3 ISSUE BLOCK CHECKED BY: AI/LC DRAWN BY: JMH PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 ATE PARTIAL PLUMBING PLANS Z O - cl) vLLf w 0 Z w C6 w z Q 7 FRONT RESTROOM PLUMBING PLAN 1 /4" = 1'-0" SHEET: p 1 ALL DRAINS AND CLEANOUTS ON THE SALES FLOOR SHALL BE FLUSH WITH THE TOP OF CONCRETE SLAB; DO NOT SLOPE FLOOR TO THESE DRAINS CASE CONDENSATE DRAIN REF REFRIGERATION. PROVIDE AIR GAP. AUTOMATIC VACUUM RELIEF VALVE. REF: SPECIALTY PLUMBING FIXTURE SCHEDULE HEAT TRAP DOWN TO MIDPOINT OF HEATER TANK TYP OF 2 WATER �J HEATER FLOOR c—�I m A' ' . VALVE FYP HW AND CW SUPPLY REF PLANS U PIPE FULL SIZE WITH AIR GAP L— UNION DIELECTRIC TYP WATER HEATER BELOW COUNTER NTS 12.20.13 PLUMB2.1-3 ACCESS TO CONDENSATE DRAIN IS THRU REMOVABLE PANEL ON FRONT OF REFRIGERATED CASE REFRIGERATED CASE KICKPLATE HOT WATER INSTALL THERMOMETER FLOOR RECIRCULATION TO SET BALL VALVE MAIN .d °• 4 . d e �. °. a —-------------------------, —tea FLOOR DRAIN BODY PIPE INCREASER FOR COMBINATION WASTE & VENT DEEP -SEAL P-TRAP LOCATE FLOOR DRAIN WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR PLAN REFRIGERATED CASE DRAIN REDUCER -A FULL PORT BALL VALVE, W/ LOCKING HANDLE, 1 PIPE SIZE SMALLER THAN LINE SIZE. PROVIDE 10 MESH INSECT SCREEN. ATTACH TO PIPE WITH HOSE CLAMP OVER OPENING SECURE 4" GALVANIZED VENT TO WALL WITH RISER CLAMPS. SPACING NOT TO EXCEED 4' OC. PAINT TO MATCH ADJACENT BUILDING COLOR. PROVIDE 4" STAINLESS STEEL ESCUTCHEON ON EXTERIOR OF BUILDING OPENING. REF. SPEC. EXISTING 2" GALVANIZED EVACUATION PIPE. PROVIDE CHROME ESCUTCHEON ON INTERIOR OF BUILDING. REF. SPEC. PROVIDE 2" STAINLESS STEEL ESCUTCHEON ON EXTERIOR OF BUILDING OPENING. REF. SPEC. RELOCATE ALUMINUM 2" CAMLOCK MALE "A" FITTING AND CAMLOCK CAP TO END OF EVACUATION PIPE. (2)-45° GALVANIZED ELBOWS & (2)-2" GALVANIZED PIPE NIPPLES TO BE INSTALLED AT END OF EVACUATION PIPE SUPPORT STEEL VENT PIPING ON WALL WITH STRAPPING AS REQUIRED. DO NOT SUPPORT FROM TANK. ADJUST BALL VALVE TO MAINTAIN A 5°F DROP IN HOT WATER LOOP. PERMANENTLY MARK BALL VALVE SETPOINT. REFER TO SPECIFICATIONS, SCHEDULES, AND NOTES FOR MORE INFORMATION. MAKE CONNECTIONS AND PROVIDE INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. ARRANGEMENT SHOWN IS SCHEMATIC: PROVIDE REDUCERS AND ADAPTERS AS REQUIRED. GOOSENECK ETR RELOCATED GALVANIZED STEEL VENT PIPING. PROVIDE 4" CHROME ESCUTCHEON ON INTERIOR OF BUILDING OPENING. REF. SPEC. PROVIDE 4" UNION AT TANK (X2 VENTS) ROUTE PIPE AND VALVE IN AN ACCESSIBLE LOCATION. PROVIDE 2" FULL PORT BRASS BALL VALVE. INSTALL VALVE AT THE MIDPOINT BETWEEN THE THE TWO ELBOWS AS SHOWN. EXISTING STEEL PIPING IS TO REMAIN. PREFERRED VENT PIPING WASTE COOKING OIL TANK VENTING DETAIL NTS THERMOMETER TEE FITTING /----------- PIPE INSULATION 1 BALANCING VALVE ASSEMBLY NTS O4.28.06 J NTS 11/06/13 PLUM62-17 12.20.13 HOT WATER RECIRCULATION BRANCH UNION EXISTING CEILING THIS DETAIL REFERS IN A GENERAL WAY TO AN ELEVATED VIEW OF TYPICAL EYEWASH LOCATIONS. EXISTING CONDITIONS MAY VARY. EXISTING EYEWASH WILL BE RELOCATED TO PROVIDE CLEAR 1RCrCRC1YlrC f �I �I VILYV' EYEWASH ELEVATION NTS PLUMB2.3-1 PIPE INSULATION L TYPICAL FULL -PORT L CHECK VALVE BALL TYPE STRAINER FLOW CONTROL VALVE; REFER SHUT-OFF VALVE TO FLOOR PLANS AND SCHEDULES FOR FLOW RATE AND PIPE SIZE. REFER TO SPECIFICATIONS, SCHEDULES, AND NOTES FOR MORE INFORMATION. MAKE CONNECTIONS AND PROVIDE INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. ARRANGEMENT SHOWN IS SCHEMATIC: PROVIDE REDUCERS AND ADAPTERS AS REQUIRED. FLOW CONTROL VALVE TRAIN NTS 11 /05/13 1 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 PLUG IN CAST IRON BODY. USE TEFLON JOINT COMPOUND ON PLUG THREADS. CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION. MEMBRANE CLAMP FLOOR SLAB ON GRADE AS REQUIRED FOR SAME SIZE AS SEWER DEPTH OF SEWER UP TO 4" MAXIMUM PVC PIPE OR HUB LONG SWEEP ELBOW AT 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 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 NTS 03.28.08 NEW 1/2" HW FROM / EXISTING MAIN. REF_ PLUMBING PLANS np�-- EXPOSED VENT PROVIDE LEAD SHEETING PIPE THRU ROOF AROUND EXPOSED VENT EXISTING SHALL BE PVC. ABOVE FLASHING. TURN CW AND HW DOWN INTO PIPE OPENING. HEIGHT ABOVE ROOF CLAMP CAP SHALL EXCEED LOCAL VENT FLASHING SHALL BE PER MAXIMUM SNOW DEPTH ROOF MANUFACTURER'S AND (CONTRACTOR SHALL ROOFING CONTRACTOR'S VERIFY), 12" MINIMUM. RECOMMENDATION. CONNECT NEW 1/2" HW TO EXISTING 1/2" HW PIPE SERVING EXISTING ROOF INSULATION HAND SINK ROOF DECK EXISTING HAND SINK CORE DRILL ROOF OR ANCHOR PIPE TO ROOF DECK PROVIDE SLEEVE IF WITH U-BOLT AROUND PIPE REQUIRED BY TYPE OF ROOF AND ANGLE IRON WELDED OR DECK. PROVIDE SCREWED TO ROOF DECK OR FIRE STOP SEAL BETWEEN JOIST. PIPE AND SLEEVE OR DECK. -/F' MINIMUM 12" BELOW ROOF PROVIDE PIPE INCREASER PIPE CONNECTORS SUITABLE IF/WHERE CODE REQUIRES A FOR TYPE OF PIPE USED NOTE: VERIFY SIZE AND LOCATION OF EXISTING DOMESTIC WATER SUPPLY PIPING AT SITE. HAND SINK HW CONNECTION PLUM62-16 ��J NTS 12.20.13 PLUMB2.13-1 MINIMUM 3" VENT THRU ROOF. REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR MINIMUM THREE FEET FROM PROPERTY LINE, OR TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE VTR MINIMUM 18" FROM PARAPET, EXPANSION JOINT, EQUIPMENT CURB, ETC. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. VENT THRU ROOF(VTR) NTS 06.01.07 Uj Z c� W !A a Y � W cr H � W Um U of of mW O L U W H O Hz S ¢ U W (q, Z) w Do aaJw�oa ry aZaw'oOgJ Z"Wz of 0OAO 0 w Fry)a_W Woa Oa'WO a.. s,-o .,Zoow p LL w.. >-¢gaaw¢THm a¢ mzo<,oT.5 , z ° <!--joawwa8w omo 3o u-2-0ozzwxz�z F- 00 tAQjKW¢wU00¢ Z ti JR QO ¢<H osu.AaOU0W WL)owwwoN aw rolI owwomWrWir 0,00 ¢-=aoza= 0-W z IFtoOW =zw0¢mwa WUwwo= Qa�KX¢ 1W HO N00Q.0 owl J w 0 %° O O� _j 00 u� Z w j J ti 0 o — _ °o z 0 w o00 to o = U) 0� W N L w m D z m O ISSUE BLOCK CHECKED BY: AI/LC DRAWN BY: JMH PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 PLUMBING DETAILS z O -co ly w 0 z w vi w z Z) 0 SHEET: P 2 PLUMBING FIXTURE SCHEDULE ALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. MARK FIXTURE BRANCH SIZES (MIN.) MANUFACTURER CATALOG TRIM NOTES CW HW WASTE VENT NUMBER SS1 SERVICE 3/4" 3/4" 3" 2" STERN- SB-800 CHROME PLATED FAUCET WITH INTEGRAL CHECK VALVES, B SINK WILLIAMS HOSE, BRACKET AND MOP HANGER. FIAT TSB-200, ACORN TSH-24 (TERRAZZO) FAUCET: CHICAGO 897-CP (DISCARD STANDARD SUPPLY ARMS & CONNECT (2) GCJKCP SUPPLY ARMS USING (2) 24" x 24" x 12" 897-020JKRCF ADAPTERS), ZURN Z843M1-CS, T&S BRASS B-0665-BSTP W/ ETERNA CARTRIDGES & SPRING CHECKS HOSE/BRACKET: STERN WILLIAMS T-35, FIAT 832-AA, ACORN KH36 MOP HANGER: STERN WILLIAMS T-40, FIAT 889-CC, ACORN KMH SS30 ACORNVAC --- --- 3" 2" STERN- MTB-3624 REDUCED HEIGHT SERIES FOR USE WITH ACORNVAC MOP SINK WILLIAMS PLUMBING SYSTEM. FIAT TTB-3624 (TERRAZZO) MOP SINK ONLY, NO FAUCET REQUIRED ACORN TRH-362410 36" X 24" X 10" S1 SINK (LOUNGE) 1/2" 1/2" 2" 1 1/2" ELKAY LRAD3321 4 HOLES, DROP IN, 2.2 GPM FLOW RESTRICTOR, AERATOR C 2-COMPARTMENT I AND HOSE SPRAY, 6 1/2" MAXIMUM DEPTH JUST DL-ADA-2133-A-GR, ARISTALINE (BY KINDRED) ALBD7506P-1 STAINLESS STEEL FAUCET LEAD FREE: ELKAY LK-1001, JUST J901, KOHLER K15072-P DRAIN: ELKAY LK-35, JUST JB-99, ARISTALINE BY KINDRED 1130CNT-1 S2 SINK (PHARMACY) 1/2" 1/2" 2" 1 1/2" DAYTON D-12521 4 HOLES, 2.2 GPM FLOW RESTRICTOR AND AERATOR C,D 1-COMPARTMENT BY ELKAY KOHLER K-3348 STAINLESS STEEL FAUCET LEAD FREE: ELKAY LK-1000, KOHLER K15071-P, DRAIN: ELKAY LK-35, KOHLER K8801 SINK VISION CENTER 1/2" 1/2" 1 1/2" 1 1/2" BY WAL-MART SINK AND FAUCET FURNISHED BY WAL-MART AND INSTALLED E SINK BY CONTRACTOR. COORDINATE PRIOR TO INSTALLATION. EW1 EYEWASH --- 1/2" 1 1/2" 1 1/4" BRADLEY S19-220 WALL MOUNTED, GALVANIZED STEEL PIPE, CHROME PLATED A (T) BRASS VALVE, YELLOW PLASTIC BOWL WITH DUST COVER, 304 SS HANDLE. PROVIDE P-TRAP AND TAILPIECE WHERE APPLICABLE ON PLANS. SPEAKMAN SE-580, ENCON 01030401, GUARDIAN G1814P EW2 EYEWASH --- 1/2" 1 1/2" 1 1/4" BRADLEY S19-224-ADA WALL MOUNTED, GALVANIZED STEEL PIPE, CHROME PLATED A (T) BRASS VALVE, YELLOW PLASTIC BOWL WITH DUST COVER, 304 SS HANDLE. PROVIDE P-TRAP AND TAILPIECE WHERE APPLICABLE ON PLANS. SPEAKMAN SE-580-ADA PVB2 PRESSURE --- --- --- --- WATTS LF008PCQT LEAD FREE HIGH -HAZARD ANTI -SIPHON, ANTI -SPILL VACUUM BREAKER VACUUM BREAKER AND INLET AND OUTLET SHUT-OFF VALVES. CONFORM TO ASSE 1056. PVB30 PRESSURE --- --- --- --- WATTS LFN36N1 LEAD FREE BRASS WATER SERVICE VACUUM RELIEF VALVE VACUUM BREAKER OUTLET SHUT-OFF VALVES. CONFORM TO ASSE 1020 ZURN 12-VR10XL APOLLO 37-LF202-01 PRV WATER --- --- --- --- WATTS LF223 LEAD FREE BRONZE BODY VALVE WITH SHUT-OFF VALVES FOR SIZES PRESSURE UP TO 2-1/2", CAST IRON BODY FOR 3" AND ABOVE. MAXIMUM REGULATOR OPERATING PRESSURE OF 200 PSI. CONFORM TO ASSE 1003. WILKINS 500XL TMV THERMOSTATIC 3/4" 3/4" --- --- LAWLER 570 LEAD FREE HEAVY CAST BRONZE BODY VALVE, ROUGH BRONZE MIXING FINISH, BIMETAL THERMOSTAT OR THERMAL MOTOR, INTEGRAL VALVE CHECK VALVES, LIMIT STOP SET AT 105 °F UNLESS NOTED OTHER- WISE. MINIMUM FLOW RATE 0.5 GPM. CONFORM TO ASSE 1017/1070. LEONARD 370-LF TMV30 THERMOSTATIC --- --- --- - LAWLER 802 LEAD FREE HEAVY CAST BRONZE BODY VALVE, ROUGH BRONZE MIXING FINISH, BIMETAL THERMOSTAT OR THERMAL MOTOR, CHECK VALVE STOPS WITH STRAINERS, AND LIMIT STOP SET, FIELD SET AT TEMPERATURE INDICATED ON PLAN. MIN FLOW RATE 2.0 GPM. CONFORM TO ASSE 1017. LEONARD TM-186-5015-PRV ETMV EMERGENCY --- --- --- -- BRADLEY S19-2000 HEAVY CAST BRONZE BODY VALVE, ROUGH BRONZE FINISH, THERMOSTATIC BIMETAL THERMOSTAT OR THERMAL MOTOR, INTEGRAL CHECK MIXING STOPS AND VANDAL RESISTANT LIMIT STOP SET AT 65' F. VALVE MINIMUM FLOW RATE 1.0 GPM. LEONARD TA-300, POWERS ES150 ETMV2 EMERGENCY --- --- --- --- BRADLEY S19-2100 HEAVY CAST BRONZE BODY VALVE, ROUGH BRONZE FINISH, THERMOSTATIC BIMETAL THERMOSTAT OR THERMAL MOTOR, INTEGRAL CHECK MIXING STOPS AND VANDAL RESISTANT LIMIT STOP SET AT 65°F VALVE MINIMUM FLOW RATE 2.0 GPM. POWERS ES-P-ETV200 HR1 HOSE REEL 1/2" COX REEELS / REELCRAFT / SELF -RETRACTING OPEN REEL WITH 50' 1/2" ID YELLOW WATER HOSE. C C R-0426-1 7850-0 P L-S W 578 800)269-7335 800)444-3134 GENERAL INFORMATION (ALL FIXTURES): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. 2. SUBSTITUTIONS NOT PERMITTED. REF SPECIFICATIONS FOR APPROVED MANUFACTURERS OF THE FOLLOWING TRIM AND ACCESSORIES; - P-TRAP WITH CLEANOUT PLUG AND SINK CONTINUOUS WASTES: POLISHED CHROME -PLATED TUBULAR BRASS, 17 GAUGE, WITH BRASS NUTS AND SLIP INSERTS. - SS BRAIDED WATER SUPPLY: FLEXIBLE BRAIDED STAINLESS STEEL (SS) OUTER SHEATHING WITH REINFORCED PVC INNER TUBING. - STOP VALVES: CHROME PLATED BRASS, QUARTER TURN ANGLE STOP VALVES. NOTES: A. MOUNT EYEWASH 36" AFF TO TOP OF HEAD SPRAY. B. INSTALL MOP SINK FAUCET AT 32" AFF AND LOCATE TWO MOP HANGER BRACKETS SIDE BY SIDE NEAR MOP SINK. C. INSTALL FURNISHED TMV UNLESS SERVED WITH TEMPERED WATER OR NOTED OTHERWISE ON PLUMBING DRAWINGS. SET AT 120° F. D. TRIM WITH OFFSET TAILPIECE, 5/8" ARMAFLEX INSULATION ON EXPOSED HOT WATER AND DRAIN LINES. HOLD ALL EXPOSED PIPING HIGH AS POSSIBLE. E. REFER TO OWNER PROVIDED EQUIPMENT INFORMATION FOR ACTUAL ROUGH -IN HEIGHT REQUIREMENTS. 11.22.13 EQUIVALENT NOMINAL PIPE SIZES PLAN SIZE (COPPER) AQUATHERM HOT WATER AQUATHERM COLD WATER PEX 1/2" 1/2" 1/2" 1/2" 3/4" 3/4" 3/4" 1" 1" 1" 1" 1 1/4" 1 1/4" 1 1/2" 1 1/4" 1 1/2" 1 1/2" 2" 1 1/2" 2" 2" 2 1/2" 2" NA 2 1/2" 3" 2 1/2' NA 3" 3 1/2" 3" NA 4" 6" 4" NA NOTE: REFER TO SPECIFICATIONS FOR APPROVED MANUFACTURERS. 12.12.13 TOILET PLUMBING FIXTURE SCHEDULE ALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. MARK FIXTURE BRANCH SIZES (MIN. MANUFACTURER CATALOG TRIM NOTES CW HW WASTE VENT NUMBER WC1 WATER CLOSET 1 1/4" --- 4" 2" TOTO CT705EN FLUSH VALVE: TOTO TET1 LN32#CP-WR - 1.28 GPF SENSOR OPERATED (FLOOR MOUNT) SELF GENERATING POWER SYSTEM WITH MANUAL OVERRIDE AND VANDAL RESISTANT SET SCREW ESCUTCHEON AND STOP CAP. ELONGATED SEAT: BENEKE 523, COMFORTSEATS C106C WC2 WATER CLOSET 1 1/4" --- 4" 2" TOTO CT705ELN D HANDICAPPED CAST IRON FLOOR FLANGE: JONESPEC CF-2984-CI4, TYLER 2-252, (FLOOR MOUNT) WITH "NO SEEP" WAX RING AND BRASS ANCHOR BOLTS. WC3 WATER CLOSET 1 1/4" --- 4" 2" TOTO CT708E FLUSH VALVE: TOTO TET1LN32#CP-WR - 1.28 GPF SENSOR OPERATED (WALL MOUNT) SELF GENERATING POWER SYSTEM WITH MANUAL OVERRIDE AND VANDAL RESISTANT SET SCREW ESCUTCHEON AND STOP CAP. WC4 WATER CLOSET D HANDICAPPED ELONGATED SEAT: BENEKE 523, COMFORTSEATS C106C WALL MOUNT) WC5 WATER CLOSET 1 1/4" --- 4" 2" KOHLER K-4321 FLUSH VALVE: TOTO TET1 LN32#CP-WR - 1.28 GPF SENSOR OPERATED (KINDERGARTEN) SELF GENERATING POWER SYSTEM WITH MANUAL OVERRIDE AND (FLOOR MOUNT) VANDAL RESISTANT SET SCREW ESCUTCHEON AND STOP CAP. SEAT: BENEKE 323-5, COMFORTSEATS C10013BCAM, SEAT (FOR KOHLER): KOHLER K-4686-A. CAST IRON FLOOR FLANGE: JONESPEC CF-2984-CI4, TYLER 2-252, WITH "NO SEEP" WAX RING AND BRASS ANCHOR BOLTS. WC6 WATER CLOSET 1 1/4" --- 4" 2" TOTO CT708E FLUSH VALVE: TOTO TMT1 LN32#CP-WR - 1.28 GPF MANUAL OPERATED D HANDICAPPED WITH VANDAL RESISTANT SET SCREW ESCUTCHEON AND STOP CAP, (WALL MOUNT) TECHNICAL CONCEPTS 402059 AUTOFLUSH CLAMP SENSOR OPERATED, BATTERY POWERED AUTOMATIC FLUSH ACCESSORY WITH #401980 TOTO ADAPTOR KIT. ELONGATED SEAT: BENEKE 523, COMFORTSEATS C106C WC7 WATER CLOSET 1 1/4" --- 4" 2" TOTO CT705ELN FLUSH VALVE: TOTO TMT1 LN32#CP-WR - 1.28 GPF MANUAL OPERATED D HANDICAPPED WITH VANDAL RESISTANT SET SCREW ESCUTCHEON AND STOP CAP, (FLOOR MOUNT) TECHNICAL CONCEPTS 402059 AUTOFLUSH CLAMP SENSOR OPERATED, BATTERY POWERED AUTOMATIC FLUSH ACCESSORY WITH #401980 TOTO ADAPTOR KIT. ELONGATED SEAT: BENEKE 523, COMFORTSEATS C106C CAST IRON FLOOR FLANGE: JONESPEC CF-2984-CI4, TYLER 2-252, WITH "NO SEEP" WAX RING AND BRASS ANCHOR BOLTS. WC30 WATER 1/2" --- 4" 2" TOTO CST744E 1.28 GPF FLUSH TANK W/ LOCKING COVER CLOSET ELONGATED SEAT: BENEKE 523, COMFORTSEATS C106C CAST IRON FLOOR FLANGE: JONESPEC CF-2984-C14, TYLER 2-252, WITH "NO SEEP" WAX RING AND BRASS ANCHOR WC31 WATER 1/2" --- 4" 2" TOTO CST744EL CLOSET BOLTS. SUPPLY LINE: STAINLESS STEEL BRAIDED HOSE, HANDICAPPED 1/4 TURN BALL VALVE STOP. CC1 WATER CLOSET --- --- 4" 2" JOSAM 12694 ADJUSTABLE COATED CAST IRON SHORT BARREL 4" NO HUB A WADE 31OND CARRIER FITTING WITH 2" NO HUB VENT, ABS EXTENSION WITH TEST CAP, DOUBLE CHROME PLATED HARDWARE, NEOPRENE FITTING AND FIXTURE HORIZONTAL GASKETS, AND HUSKY SD4000 COUPLINGS. CC1 H CC1 CARRIER WITH HANDICAP HEIGHT OPTION AS INDICATED BY THE FOLLOWING SUFFIXES: JOSAM: -35, WADE: -H A CC2 WATER CLOSET --- --- 4" 2" JOSAM 12684 ADJUSTABLE COATED CAST IRON SHORT BARREL 4" NO HUB FITTING A WADE 31ONR-UA (RIGHT) CARRIER WITH 2" NO HUB VENT, FACTORY -TAPPED 2" NO HUB URINAL SINGLE HORIZONTAL CONNECTION, ABS EXTENSION WITH TEST CAP, CHROME PLATED HARDWARE, NEOPRENE FITTING AND FIXTURE GASKETS, AND HUSKY CC3 --- --- 4" 2" JOSAM 12674 WADE 31ONL-UA (LEFT) SD4000 COUPLINGS. FLOW DIRECTION (RIGHT OR LEFT) IS FROM SEATED FIXTURE USER'S POINT OF REFERENCE. CC2H CC2 CARRIER WITH HANDICAP HEIGHT OPTION AS INDICATED BY THE FOLLOWING SUFFIXES: JOSAM: -35, WADE: -H A CC3H CC3 CARRIER WITH HANDICAP HEIGHT OPTION AS INDICATED BY THE FOLLOWING SUFFIXES: JOSAM: -35, WADE: -H A UR1 URINAL 3/4" --- 2" 1 1/2" ZURN Z5798 HIGH EFFICIENCY URINAL (HEU) SYSTEM: CHINA URINAL AND 0.125 GPF E AMERICAN STANDARD 6590.525 TURBINE OR BATTERY POWERED, WALL MOUNTED SENSOR OPERATED FLUSH VALVE WITH MANUAL OVERRIDE AND VANDAL RESISTANT SET UR2 URINAL TOTO UT105U HANDICAPPED SCREW ESCUTCHEON AND STOP CAP. TEU1 UN12#CP UC1 URINAL CARRIER --- --- --- --- JOSAM 17560-UR FLOOR MOUNTED WITH HANGER AND BEARING PLATES, WELDED A WADE 400,AM11 FEET, ADJUSTABLE SUPPORTING RODS, STRUCTURAL UPRIGHTS, AND CHROME PLATED TRIM. L1 LAVATORY --- 1/2" 1 1/2" 1 1/2" KOHLER K-2005 FAUCET: TOTO TEL3LS-10 - 0.5 GPM SENSOR OPERATED SELF- A AMERICAN 0355.012 (T) GENERATING POWER SYSTEM, STANDARD SPOUT, 4" COVER STANDARD PLATE, GRID STRAINER WITH TAILPIECE, P-TRAP WITH CLEANOUT, TOTO LT307.4 STOP VALVES, SS BRAIDED WATER SUPPLIES AND ESCUTCHEONS. PROVIDE THERMOSTATIC MIXING VALVE FOR L2. L2 LAVATORY 1/2" 1/2" 1 1/2" 1 1/2" KOHLER K-2005 A,B AMERICAN 0355.012 CARRIER: JOSAM 17100, WADE W-520. STANDARD LAVATORY ENCLOSURE: TRUEBRO LAV-SHIELD 2018 TOTO LT307.4 L2 ASSE 1070 THERMOSTATIC MIXING VALVE: ZURN ZW3870XLT SET TO 105°F. L30 LAVATORY DECK --- 1/2" 1 1/2" 1 1/2" BRADLEY LD-4020-3 BRADLEY: WALL MOUNTED, ONE PIECE OMNIDECK (COLOR: SIENNA RIDGE), LEVANTINA Q3680 3-BOWL (1, T) CENTERSHANK FAUCET DRILLING, UNDERMOUNT 17" DIA. CHINA BOWL(S), CHROME -PLATED BRASS P-TRAP, CONTINUOUS WASTE, (1) THERMOSTATIC MIXING VALVE PER DECK (SET TO 105°F, NOT REQUIRED FOR L30, L32, L34, L31 LAVATORY DECK 1/2" 1/2" 1 1/2" 1 1/2" BRADLEY LD-4020-3 LEVANTINA Q3680 3-BOWL (1) (1) L36), STOPS, SUPPLIES, STAINLESS STEEL APRON, TRAP ENCLOSURE. LEVANTINA: WALL MOUNTED, ONE-PIECE QUARTZIA DECK (COLOR: L32 LAVATORY DECK --- 1/2" 1 1/2" 1 1/2" BRADLEY LD-4020-1 LEVANTINA Q1680 1-BOWL (T) 680 TUSCANY CANYON), MANSFIELD 216NS UNDERMOUNT 17" DIA. CHINA BOWL(S), ACORN STAINLESS STEEL APRON: AP-3, 3 BOWL; AP-1, 1 BOWL; AP-2, 2 BOWL, CONTINUOUS WASTE PIPING AND P-TRAP; L33 LAVATORY DECK 1/2" 1/2" 1 1/2" 1 1/2" BRADLEY LD-4020-1 LEVANTINA Q1680 1-BOWL (1) THERMOSTATIC MIXING VALVE PER DECK (SET TO 105°F, NOT REQUIRED FOR L30, L32, L34, L36), STOPS, STAINLESS STEEL BRAIDED SUPPLY HOSES AND FITTINGS AS REQUIRED. L34 LAVATORY DECK --- 1/2" 1 1/2" 1 1/2" BRADLEY LD-4020-2 LEVANTINA Q2680 2-BOWL (1, T) PROVIDE ONE FAUCET PER BOWL: TOTO TEL3LS-10 0.5 GPM SENSOR OPERATED, SELF -GENERATING POWER SYSTEM, STANDARD SPOUT, L35 LAVATORY DECK 1/2" 1/2" 1 1/2" 1 1/2" BRADLEY LD-4020-2 LEVANTINA Q2680 2-BOWL (1) (1) NO COVER PLATE. PROVIDE GRID STRAINERS FOR EACH BOWL AND ESCUTCHEONS FOR L36 LAVATORY DECK --- 1/2" 1 1/2" 1 1/2" LEVANTINA Q3680M1 3-BOWL (1,T) WATER AND DRAIN PIPE WALL PENETRATIONS. CHAMFERED CORNER L31, L33, L35, L37 ASSE 1070 THERMOSTATIC MIXING VALVE: L37 LAVATORY DECK 1/2" 1/2" 1 1/2" 1 1/2" LEVANTINA Q3680M1 3-BOWL (1) (1) ZURN ZW3870 XLT SET TO 105°F. CHAMFERED CORNER L38 LAVATORY --- 1/2" 1 1/2" 1 1/2" AMERICAN 0321.075 FAUCET: TOTO TEL3LS-10 - 0.5 GPM SENSOR OPERATED SELF- A (ADA) (T) STANDARD GENERATING POWER SYSTEM, STANDARD SPOUT, 4" COVER PLATE, GRID STRAINER WITH TAILPIECE, P-TRAP WITH CLEANOUT, STOP VALVES, SS BRAIDED WATER SUPPLIES AND ESCUTCHEONS. PROVIDE THERMOSTATIC MIXING VALVE FOR L39. L39 LAVATORY 1/2" 1/2" 1 1/2" 1 1/2" AMERICAN 0321.075 A,B CARRIER: JOSAM 17100, WADE W-520. (ADA) STANDARD LAVATORY ENCLOSURE: TRUEBRO LAV-SHIELD 2018 L39 ASSE 1070 THERMOSTATIC MIXING VALVE: ZURN ZW3870XLT SET TO 105°F. EWC1 ELECTRIC WATER 1/2" --- 1 1/2" 1 1/4" OASIS PG8AC STAINLESS STEEL TOP AND CABINET, FRONT AND SIDE PUSH A COOLER BARS, LEAD FREE, WATER SAVER BUBBLER WITH FLEXIBLE BUBBLER HALSEY HAC8FS-Q-ADA (SINGLE) GUARD (FOR HALSEY TAYLOR - SMARTFLOW BUBBLER KIT), STOP VALVE, TAYLOR 3/8"xl/2" SS BRAIDED WATER SUPPLY, P-TRAP WITH CLEANOUT AND ESCUTCHEON. CARRIER: JOSAM 17560-WC, WADE 400-AM11 EWC2 ELECTRIC WATER 1/2" --- 1 1/2" 1 1/4" OASIS PG8ACSL STAINLESS STEEL TOP AND CABINET, FRONT AND SIDE PUSH BARS, A,C COOLER MATCHING UPPER UNIT APRON, LEAD FREE, WATER SAVER BUBBLER HALSEY HAC8FSBL-Q-ADA (SPLIT-LEVEL) WITH FLEXIBLE BUBBLER GUARD (FOR HALSEY TAYLOR - SMARTFLOW TAYLOR OR SMARTFLOW BUBBLER KIT), HAC8FSBLR-Q-ADA STOP, 3/8"xl/2" SS BRAIDED WATER SUPPLY, P-TRAP WITH CLEANOUT AND ESCUTCHEON. CARRIER: JOSAM 17560-WCBL, WADE 440-AM11 GENERAL INFORMATION (ALL FIXTURES): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. 2. SUBSTITUTIONS NOT PERMITTED. REF SPECIFICATIONS FOR APPROVED MANUFACTURERS OF THE FOLLOWING TRIM AND ACCESSORIES; - P-TRAP WITH CLEANOUT PLUG AND SINK CONTINUOUS WASTES: POLISHED CHROME -PLATED TUBULAR BRASS, 17 GAUGE, WITH BRASS NUTS AND SLIP INSERTS. - SS BRAIDED WATER SUPPLY: FLEXIBLE BRAIDED STAINLESS STEEL (SS) OUTER SHEATHING WITH REINFORCED PVC INNER TUBING. - STOP VALVES: CHROME PLATED BRASS, QUARTER TURN ANGLE STOP VALVES. NOTES: A. INSTALL FURNISHED 1/2" X 3 3/4" STAINLESS STEEL SIMPSON WEDGE -ALL WEDGE ANCHORS FOR ALL FIXTURE CARRIERS. B. INSTALL FURNISHED THERMOSTATIC MIXING VALVE. C. REFERENCE ARCHITECTURAL DRAWINGS FOR EWC2 ORIENTATION. D. COORDINATE WATER ROUGH -IN HEIGHT FROM MANUFACTURER'S INSTALLATION INSTRUCTIONS WITH GRAB BAR LOCATION. REF ARCH. E. USE SAME MANUFACTURER FOR UR1 AND UR2. 11.22.13 v OR z8 N Lim L O �Q w W UQ U a� mW o � w tU 0.L U U Uo ~z _8 U Q (r0 w w J(r0 H > > 50 WWw Oh} (n o Zww, mg2zg LL -xw�zF-.o�zw W� Ir H- -�WUo�w ° a a 3rwxmzm�w w a ¢ 0 O o F- � Z Z Z QHimj v)�C70w E. O �Uu-ZL Q OOZZUSZZ U' 9, ff(�g?ww�¢w.000 0 Qp J SZSLLJ��OHQZF< SU JOOtt tn�0(n�UZN �ads�z�va��wo0F. a pU wOmw_a_Ew.wo rsrw;NmmDzmw= UQ aZH50O-XHQxWM,_w HO N�Ou=id O w�7[r�QH 0 h W `� W I: w W QY 41 .a Zo W co A Q �iW JWM ow H rn J _i ~ z z 0 U J w 0 %0 0 CD O � 00 U) Z w OC) ti O o = Z Z � W o co O 00 0� W N w w m 2 Z) z m O ISSUE BLOCK CHECKED BY: AI/LC DRAWN BY: JMH PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 PLUMBING SCHEDULES z 0 w ry w 0 z w w z Q 0 SHEET: P3 SPECIALTY PLUMBING FIXTURE SCHEDULE MARK FIXTURE FIXTURE DESCRIPTION MANUFACTURER/CATALOG NUMBER WHA WATER HAMMER ARRESTOR CONFORM TO PDI WH-201, ANSI Al 12.26.1 M, ASSE 1010. JOSAM SERIES 75000 PRECISION PLUMBING PRODUCTS STAINLESS STEEL #316 SERIES WATTS SS SERIES WILKINS MODEL 1250XL SERIES JAY R. SMITH HYDROTROLS SIOUX CHIEF HYDRA -RESTER --- VALVES FULL PORT BRASS BALL VALVE WITH PLASTIC JACKETED LEVER TYPE HANDLE. RED -WHITE 5044AB OR 5049AB APOLLO SERIES 70LF CRANE LF9210 SERIES WATTS FBV-3C OR FBVS-3C NIBCO FP-600-A --- DOUBLE-CHECK VALVE BACKFLOW PREVENTER INCLUDE TWO INDEPENDENT -ACTING CHECK VALVES, TWO SHUT-OFF VALVES, AND REQUIRED MEANS FOR TESTING FOR EACH ASSEMBLY. WATTS LF007QT OR LF709 BEECO FDC-LF FEBCO LF850 WILKINS 350XL OR 950XLT2 --- REDUCED PRESSURE BACKFLOW PREVENTER PROVIDE STRAINER, SHUT-OFF VALVES AND TEST COCKS: INSTALL DRAIN LINE WITH AIR GAP ASSEMBLY TO RECEPTOR APPROVED BY AUTHORITY HAVING JURISDICTION. MINIMUM 175 PSI WORKING PRESSURE. WATTS 009QT OR 909 BEECO FRP-LF FEBCO LF860 WILKINS 375XL OR 975XL --- TRAP PRIMER SINGLE TRAP) PROVIDE ALL BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS, INTEGRAL VACUUM BREAKER, AND GASKETED ACCESS COVER. PRECISION PLUMBING PRODUCTS PRIME -RITE OR OREGON #1 SIOUX CHIEF 695 --- TRAP PRIMER (MULTIPLE TRAPS) PROVIDE ALL BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS, INTEGRAL VACUUM BREAKER, GASKETED ACCESS COVER, AND MULTIPLE TRAP CAPABILITY PRECISION PLUMBING PRODUCTS PRIME -RITE OR OREGON #1 MIFAB M-500 JOSAM 88300 SIOUX CHIEF SERIES 695 --- LOCKABLE SHUT OFF VALVES BRASS BALL VALVES WITH PLASTIC JACKETED LEVER TYPE HANDLE. RED -WHITE 5042 APOLLO SERIES 70LF-100 CRANE LF-T-255 WATTS LFB-6000 OR LFB-6001 WITH OPTIONAL LOCKING HANDLE WITH OPTIONAL LOCKING HANDLE OVLH --- CHECK VALVES BRASS JACKET WITH PLASTIC VALVE ASSEMBLY RED -WHITE 232 APOLLO SERIES 61-100 CRANE 119J WATTS 6 NIBCO T-413 --- STRAINER CAST BRONZE Y-STRAINER WITH BALL VALVE WATTS LF777SI APOLLO 59-004-06 FCV1 FLOW CONTROL VALVE FLOW CONTROL VALVE, 20 GPM MAXIMUM FLOW JOSAM 60710 ZURN Z1108-L FCV30 FLOW CONTROL VALVE BELL & GOSSETT # CB LF "CIRCUIT SETTER PLUS", LEAD FREE BRASS BODY AND BRASS BALL, CALIBRATED BALANCE VALVE, DIFFERENTIAL PRESSURE READOUT PORTS, DRAIN PORT, MEMORY STOP, NAMEPLATE AND 1/2" VALVE BODY SIZE UNLESS SHOWN OTHERWISE ON PLANS. SET AND BALANCE TO 0.25 GPM UNLESS SHOWN OTHERWISE ON PLANS AND PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. --- VACUUM RELIEF VALVE LEAD FREE BRASS BODY. CSA/ANSI Z21.22 WATTS LFN36-M1 GENERAL INFORMATION (ALL FIXTURES): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. 11.22.13 DRAIN / CLEANOUT / HOSE BIBB / HYDRANT SCHEDULE ALL PRODUCTS ON THIS SCHEDULE (EXCEPT FD2 HUB DRAIN) ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. MARK DESCRIPTION MANUFACTURER MODEL NUMBER FLOOR AND ROOF DRAINS FD1 LIGHT DUTY ADJUSTABLE PVC WITH THREADED ADAPTER AND 5" DIAMETER NICKEL BRONZE RING AND FASTENED GRATE. SIOUX CHIEF 842 JOSAM VEF 400J OATEY 72000 FD1 (CI) LIGHT DUTY ADJUSTABLE CAST IRON WITH THREADED ADAPTER AND 5" DIAMETER NICKEL BRONZE RING AND FASTENED GRATE. WADE 1100STD JAY R. SMITH 2O05 JOSAM 30000 ZURN Z415B I WATTS FD-100-A MIFAB F1100-C FD2 HUB DRAIN SAME AS SANITARY WASTE PIPING MATERIAL UNLESS NOTED OTHERWISE ON PLANS. FD3 LIGHT DUTY PVC WITH 9" DIAMETER LOOSE SET PVC HALF GRATE. SIOUX CHIEF 860 FD3 LIGHT DUTY CAST IRON WITH 9" DIAMATER LOOSE SET PVC HALF GRATE. (CI) WADE 1100STD JAY R. SMITH 2O05 JOSAM 30000 ZURN Z415B WATTS FD-100-A MIFAB F1100-C FD4 LIGHT DUTY ADJUSTABLE PVC WITH THREADED ADAPTER AND 6" SQUARE NICKEL BRONZE RING AND FASTENED GRATE. SIOUX CHIEF 842 JOSAM VEF 400J OATEY 72000 FD5 POLYPROPYLENE OR HDPE TRENCH DRAIN WITH HEAVY DUTY SLOTTED GALVANIZED STEEL GRATE AND FRAME ASSEMBLY. PROVIDE CATCH BASIN WHERE INDICATED ON PLAN. MODEL# : TRENCH/GRATE/CATCH BASIN SMITH/ACO 9931/9870-425-GHD/9936 I ZURN Z886-HD/RFG/Z-887-HD FD6 POLYPROPYLENE OR HDPE TRENCH DRAIN WITH EXTRA HEAVY DUTY SLOTTED DUCTILE IRON GRATE AND FRAME ASSEMBLY. PROVIDE CATCH BASIN WHERE INDICATED ON PLAN. MODEL# : TRENCH/GRATE/CATCH BASIN SMITH/ACO 9931/9870-461-M/9936 I ZURN Z886-HD/DGE/Z-887-HD FD7 POLYPROPYLENE OR HDPE TRENCH DRAIN WITH HEAVY DUTY SLOTTED STAINLESS STEEL GRATE AND FRAME ASSEMBLY. PROVIDE CATCH BASIN WHERE INDICATED ON PLAN. MODEL# : TRENCH/GRATE/CATCH BASIN SMITH/ACO 9931/9870-455-SSHD/9936 I ZURN Z886-HD/RFS/Z-887-HD FD8 LIGHT DUTY ADJUSTABLE PVC WITH THREADED ADAPTER AND 5" DIAMETER NICKEL BRONZE RING AND FASTENED GRATE. PROVIDE 4" DIAMETER NICKEL BRONZE OR ALUMINUM FUNNEL. SIOUX CHIEF 842 (FUNNEL:863) T JOSAM VEF 400J (FUNNEL:F4) FD10 HEAVY DUTY STAINLESS STEEL (SS) WITH SLAB ANCHOR, 8.5" MIN. DIAMETER SS GRATE WITH TWO 1" DIAMETER CENTRAL LIFTING HOLES 3" APART, SCH 40 OUTLET, AND SS SEDIMENT BUCKET WITH HANDLE AND SIDE AND BOTTOM DRAIN HOLES. DRAIN INTERIOR, GRATE AND BUCKET SHALL HAVE SMOOTH BEAD BLASTED FINISH WITH NO VISIBLE INTERNAL WELDS OR SEAMS. ENTIRE DRAIN INTERIOR SHALL BE VISIBLE FOR INSPECTION. SIOUX CHIEF 8604SS KUSEL KEW STAINLESSDRAINS.COM SD12WSCH40 FD11 (CI) HEAVY DUTY CAST IRON WITH CAST IRON 12" DIAMETER LOOSE SET RING AND GRATE AND SLOTTED PVC SEDIMENT BUCKET. WADE 1210 JAY R. SMITH 2142 JOSAM 32200 ZURN Z505 I WATTS FD-340 MIFAB F1340 FD30 LIGHT DUTY CAST IRON TRASH DRAIN WITH 6" SQUARE HINGED BRONZE GASKETED WATER -TIGHT SOLID COVER, SECONDARY STRAINER GRATE, AND EYELET FOR COVER LIFTING CABLE CONNECTION. JAY R. SMITH 2005-BS-NB-GC -WM FS1 LIGHT DUTY, ACID RESISTANT, WHITE PVC FLOOR SINK WITH 12" SQUARE WHITE PVC HALF GRATE AND STAINLESS STEEL DEBRIS BUCKET WITH LIFTING HANDLE. REF PLANS FOR LOCATIONS WHERE FULL GRATES ARE SPECIFIED. SIOUX CHIEF 861 FS2 LIGHT DUTY PVC EXTENDED SUMP FLOOR SINK WITH 9" DIAMETER SOLID PVC COVER, 4" BACKWATER VALVE WITH SLEEVE AND LID AND REMOVABLE ACCESS COVER. SIOUX CHIEF 860-4P7RiE (BACKWATER VALVE: 869, ACCESS COVER: 850) FS30 COATED 16" X 16" FLOOR SINK WITH ALUMINUM DOME STRAINER HALF GRATE AND 4" CAULK OUTLET JAY R. SMITH 3200 1 ZURN Z-1926 I JOSAM 49420 RD1 COATED CAST IRON BODY, BOTTOM OUTLET, NO -HUB ROOF DRAIN WITH CAST OR DUCTILE IRON DOME, MEMBRANE CLAMP, ADJUSTABLE EXTENSION (OR EXTENSION SIZED FOR ROOF INSULATION), SUMP RECEIVER, AND UNDERDECK CLAMP. ADJUSTABLE EXTENSION NOT PERMITTED FOR JOSAM RDs. UNDERDECK CLAMP AND SUMP RECEIVER NOT REQUIRED FOR ZURN TOP -SET INSTALLATION. 12" DRAINS: JOSAM 29112 WATTS RD-500 ZURN Z101-EB WADE 3000 10" DRAINS: JOSAM 21500 WATTS RD-300 ZURN Z101-EB WADE 3000 <= 8" DRAINS: JOSAM 21500 WATTS RD-300 ZURN Z100-EA WADE 3000 RD2 COATED CAST IRON BODY, BOTTOM OUTLET, NO -HUB ROOF DRAIN WITH CAST OR DUCTILE IRON DOME, MEMBRANE CLAMP, ADJUSTABLE EXTENSION (OR EXTENSION SIZED FOR ROOF INSULATION), SUMP RECEIVER, 2" EXTERNAL WATER DAM, AND UNDERDECK CLAMP. ADJUSTABLE EXTENSION NOT PERMITTED FOR JOSAM ROOF DRAINS. UNDERDECK CLAMP AND SUMP RECEIVER NOT REQUIRED FOR ZURN TOP -SET INSTALLATION. 12" DRAINS: JOSAM 29112 WATTS RD-500 ZURN Z101-EB WADE 3000 10" DRAINS: JOSAM 21500 WATTS RD-300 ZURN Z101-EB WADE 3000 <= 8" DRAINS: JOSAM 21500 WATTS RD-300 ZURN Z100-EA WADE 3000 RD3 SIPHONIC ROOF DRAIN WITH EPDXY COATED CAST IRON BODY, MEMBRANE CLAMP DEVICE AND AIR BAFFLE /INDUCER, 304 STAINLESS STEEL HARDWARE AND NO -HUB BOTTOM OUTLET. WADE WH-300 (3"), WH-400 (4"), WH-500 (5"), OR WH-600 6" CLEANOUTS FC01 CAST IRON OR PVC BODY, ROUND EXTRA HEAVY-DUTY CAST OR DUCTILE IRON TOP, POLYPROPYLENE OR ABS PLUG, ADJUSTABLE TO FINISH SURFACE. ZURN Z1400 SIOUX CHIEF 852 MIFAB C1100 JAY R. SMITH 4231 JOSAM 55000 WATTS CO-200-RX-4 WADE 6000Z FCO2 CAST IRON OR PVC BODY, ROUND EXTRA HEAVY-DUTY NICKEL BRONZE TOP, POLYPROPYLENE OR ABS PLUG, ADJUSTABLE TO FINISH SURFACE. ZURN Z1400 SIOUX CHIEF 851 MIFAB C1100 JAY R. SMITH 4111 JOSAM 55000-1-SD WATTS CO-200-RX WADE 6000Z FC030 CAST IRON BODY, EXTRA HEAVY-DUTY (7500-10000 LB. MINIMUM LOAD RATING) SQUARE NICKEL BRONZE TOP, ABS PLUG, ADJUSTABLE TO FINISH SURFACE. ZURN ZN-1400-K-T I WATTS CO-200-TS WADE 6000TS CO/ WCO THREADED, COUNTERSUNK BRONZE OR POLYPROPYLENE CLEANOUT PLUG. (PROVIDE DRILLED TAP FOR CENTER SCREW AND STAINLESS STEEL COVER FOR FINISHED AREAS.) ZURN Z1470 (Z1469) SIOUX CHIEF 873 MIFAB C1430 JAY R. SMITH 4472T I JOSAM 58540 (58600) WATTS CO-590-RD WADE 8590 (8480R) CO/ WCO DURA-COATED CAST IRON, COUNTERSUNK PLUG, ADJUSTABLE TO FINISH SURFACE. (PROVIDE DRILLED TAPPED FOR CENTER SCREW AND STAINLESS STEEL COVER FOR FINISHED AREAS.) (CI) ZURN Z1440 (Z1469) SIOUX CHIEF 873 MIFAB C1450 JAY R. SMITH 4420 JOSAM 58900 (58600) WATTS CO-380-RD WADE 8550 (8480R) YCO CAST IRON FERRULE AND PLUG, DURA-COATED CAST IRON, DOUBLE -FLANGED HOUSING, AND EXTRA HEAVY DUTY SCORIATED CAST IRON COVER WITH LIFTING DEVICE, VANDAL -PROOF SCREWS. ZURN Z1449 / Z1474 MIFAB C1230 / C1300-MF JAY R. SMITH 4250 JOSAM 58850 WATTS CO-300-MF / CO-380 WADE W-6000 / W-8300-MF HOSE BIBBS AND HYDRANTS HB2 3/4" COLD WATER BRASS FINISH HOSE BIBB WITH INTEGRAL VACUUM BREAKER AND METAL WHEEL HANDLE. MOUNT 42"AFF (UNLESS NOTED OTHERWISE). WOODFORD 24 ACORN 8121 1 PRIER C-155 HB4 3/4" HOT WATER BRASS FINISH HOSE BIBB WITH INTEGRAL VACUUM BREAKER AND LOOSE TEE KEY. WOODFORD 24 1 ACORN 8121 1 PRIER C-255 HB30 3/4" HOT AND COLD WATER POLISHED CHROME FINISH MIXING HOSE BIBB WITH INTEGRAL VACUUM BREAKER AND STOP AND CHECK VALVES. MOUNT AT 42"AFF (UNLESS NOTED OTHERWISE). ZURN Z841 L1-CS CHICAGO 305-VBRCP: DISCARD STANDARD SUPPLY ARMS, CONNECT 2 RCJKCP SUPPLY ARMS. T&S BRASS B-0669-01: WITH ETERNA CARTRIDGE AND SPRING CHECKS. HB31 3/4" COLD WATER POLISHED CHROME FINISH HOSE BIBB WITH LOOSE TEE KEY. WOODFORD 21 1 CHICAGO 387 1 PRIER C-135 FPMHB 3/4" HOT AND COLD WATER FREEZE PROOF MIXING HOSE BIBB WITH BRASS HINGED BOX, LOOSE TEE KEY, HOSE CONNECTION AND INTEGRAL VACUUM BREAKER. PROVIDE CHECK VALVES ON HOT AND COLD WATER SUPPLIES. WOODFORD HCB67 JOSAM 71650 WADE 8606HC WATTS HY-700 JR SMITH 5560QT PRIER C-754 ZURN Z1325 FPWH1 3/4" COLD WATER FREEZE PROOF WALL HYDRANT WITH BRASS HINGED BOX, INTEGRAL VACUUM BREAKER, AND LOOSE TEE KEY. WOODFORD B65 JOSAM 71000 WADE 8600,175 PRIER C-634BX ZURN Z1320 JR SMITH 5509QT YH 1" COLD WATER YARD HYDRANT, BURY DEPTH TO EXCEED LOCAL FROST DEPTH. PROVIDE QUICK CONNECT COUPLING. WOODFORD Y2 GENERAL INFORMATION (AS APPLICABLE): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. 2. REFER TO PLANS FOR DRAIN OUTLET SIZE. 3. LOAD CLASSIFICATIONS: LIGHT DUTY <2000 LBS, MEDIUM DUTY 2000 TO 4999 LBS, HEAVY DUTY 5000 TO 7499 LBS, EXTRA HEAVY DUTY 7500 TO 9999 LBS. 10.25.13 Z cD m w� 7 Y D� a 7 W� ++ 2 2 UQ a m� 1� a� o�t W U 0 L OO ~¢ U Q� w w = _ �o irwo�> !n o z w www0� w of ❑ Lzw owrwWowZ�:z ft ww H U ILLi W W I O a wfrwZQ❑ow .� LO L ¢w m>�< <0,a<5;z O �u=�wW�a W �ozxZ W, QfWz¢ L.) 0<0 ZLLyF -jg <ow0wwoW9Z��'❑-Ooj a oWT-mowo"a-2wp w ma g wo��nP it�t .'a N OaoOwccKQUH 04A m WLu E w Y =i9 o d Z c RW Q =W WWI o � J � D z O 0 J w %0 C) Lu CO CD 00LL wz �J w J LID OO O J ~ _ O O o Z W o co O °0° � 3: CA W N W m D z m O ISSUE BLOCK CHECKED BY: AI/LC DRAWN BY: JMH PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 V_ ­,4. Wh PLUMBING SCHEDULES z O U) w 0 z w ui w z Q 0 SHEET: P3. 1 1 2" EVACUATION PORT CONNECT TO EXISTING EVACUATION PIPE THROUGH WALL. iQ, 3/4" RO ETR - 2 1/2" CW ETR 3/4" HWR ETR 1 1/4" HW ETR HOT WATER AND HOT WATER RECIRCULATION LINES TO HEATER RECLAIM HEATERS IN REFRIGERATION RACK HOUSE 1" HWR ETR- 1 1/2" HW ETR 3/4" CW 3/4" HW 2 ROUTE NEW 1/2"HW LINE DOWN IN WALL P2 AND CONNECT TO SIM. EXISTING 1/2"HW SUPPLY TO HAND SINK EXISTING ° WASTE COOKING OIL TANK 2 - RELOCATE EXISTING 4" VENTS NEXT TO WALL FOR SUPPORT. EXTEND EXISTING 2" EVACUATIO PIPING TO INSTALL 2" FULL PORT BALL VALVE IN AN ACCESSIBLE- LOCAT 1 HWF ill HW 21, CW 3/4" R REAR GROCERY PLUMBING PLAN PROVIDE THERMOMETER IN TEE FITTING. ADJUST VALVE TO MAINTAIN 5°F 4 DROP IN LOOP P2 TEMPERATURE. (135°F) RECEIVING-GR 1 /8" = 1'-0" Ic F1 EDC-3 ❑ i ❑ 'II 3CS I r ETR I� a -- I-c HS 1/2" HW ETR PRODUCE PREP' r- I O I� 8 I 3/4" RO ETR 2" CW ETR 1 1/2" � HW ETR HWR ,ETR 1 MHB ETR 3CS ❑ 3/4" HW ETR ETR ,--13/4" CW ETR O HS N 1/2" HWR ETR 3 P2 FCV3 MEAT UTILITY MEAT HOLDING COOLER 1 1/2" 1 W ETR "V�3/4" RO ETRj XHS RO-� ETR CAP HW SEAFOOD PREP 3/4" HW ETR 3/4" CW ETR 3CS O ETR 0 4" RO ETR 2 1/2" CW ETR 1 1/2" -3/4" CW ETR/,z' -3/4" HW ETR% --- 4 ;�� SINK ETR / ROUTE NEW 1/2"HWR LINE DOWN IN WALL AND CONNECT TO EXISTING 3/4"HW SUPPLY DROP TO SINKS 12" ABOVE COOLER. INSTALL ALL FLOW CONTROL VALVES IN ACCESSIBLE LOCATIONS NO MORE THAN 13'-0" A.F.F. HOT WATER RECIRCULATION SYSTEM BALANCING VALVES. ETR 3/4" RO ETR ---RO ROUTE 1/2"HW DOWN 2 AND CONNECT TO SIM. EXISTING 1/2"HW P2 SUPPLY TO HAND SINK J- 2 - ETR (Np) d�CO ETR I E iR I I I F T 1_-... ............................... ...... _....... ..... . SUPPORT FROM FLOOR IN 3, ' ETR BETWEEN CASES (TYP) I 15.429 1 4 COORDINATE ROUTING 3' - 0" OF VENT PIPING WITH 2" V REFRIGERATION PIPING FD3 INSIDE CHASE 3" I ALL REFRIGERATED 04 --- -----J CASE DRAIN OUTLETS m j SHALL BE 2" IN SIZE. m 3 2" V 4" 31.01, ALL REFRIGERATED CASE FD3 DRAIN DIMENSIONS ARE 5 FROM EDGE OF CASE TO CENTER OF DRAIN. 1 3"VTR FC01 P2 P2 15.425 6 - - - - - P2- J- - �— - I GROCERY SALES I � ROUTE NEW 1/2"HW LINE DOWN IN WALL AND CONNECT TO EXISTING 2 SIM. 1/2"HW SUPPLY TO HAND SINKS P2 ROUTE NEW 1/2"HW LINE DOWN BAKERY 2 IN WALL AND CONNECT TO P2 EXISTING 1/2"HW SUPPLY TO ;I SIM. HAND SINK SERVICE DELI SUPER HS SOAK SINK ETR PREP CAKE DECORATING SYSTEM ETR MHB I HS O SINK HS I ETR ETRFETR ETR -o[i L 11 �E 3/4" CW ETR HS 3/4" HW ETR 1/2" HW ❑❑ ❑ ETR ❑ I IdAm — 1/2" HW ETR �j 1" HW ETR I 1 1/2" CW ETR---�{ LL—l" CW ETR 1 L-- -- L- I I BAKERY 112' HW RO i 1 I - RO 1FIFT 3'4" I 1 1/2" � - HWR ETR CW ETR BAKERY COOLER 15.422 MHB ETR- (T,p) I 1 1 /2" 1 .402 1 1 /2" 15.402 j�-3/4" CW ETR HW ETR -_RO HW ETR O 2" CW ETR - 21 I I L _ _ J I EXISTING 9'-0"x9'-0" STRUCTURAL FOOTING AT 8" BELOW FINISHED 1 FLOOR.. CONTRACTOR SHALL NEITHER ALTER NOR UNDERMINE ° FOOTING (TYP) RELOCATED HS, EXTEND 1-1/2" W AND 1/2" CW AND HW LINES TO NEW LOCATION. I I ROUTE NEW 1/2"HW LINE DOWN IN' I 2 WALL AND CONNECT TO EXISTING P2 SIM. a1/2"HW SUPPLY TO HAND SINKS X HS ETR 3/4" HAW 3/4" CW ETR 1/2" HW I7 - - '7 3/4" CW ETR- 2" CW ETR 3/4" HW ETR ETR 0 U� Z c� W !A wOf Of W u ¢ CD CD mW o� o�L w LL 0 F-z W U) 0 ZwU aZoZ� W o �omFwUof 1z W zw xwaw3f z K Htn LLW WOLL�rxWO O u- w.. > ¢g�(r(W m as W'zz¢oxw�P—a> z O ow 8 W<a ,M5w,wg ��-=LLWrsOZ9L=ZXx2 F— (�U Qi�w �Qw000Q 4 Z O OZ LLy x o~ UZ¢ W U d wQ w�oJ�OwwaOwNSw�a,i000¢ �o �wmM �z ai-w �g u0 NodOr�i0 Zm #A WW M W � W= cn W _o a I z� � W �Wm z =W L �w z f Z O U - J % O w0 � �� ly 00 L 9 U) z VJ w J Jo ti o T O .�.'L/ z W CD L.L Ix 8 O OOD w N W w m D z m O ISSUE BLOCK CHECKED BY: AI/LC DRAWN BY: JMH PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 GROCERY PLUMBING PLAN z 0 W 0 z w FRONT GROCERY 1 /8" = 1'-0" PLUMBING PLAN SHEET: GP1 3 15.610 GR2 15.614 0 Y Q w O to w — xw 00 US � U � Y i Ir O w 00 U= Q � Y Q �i oil, BS I B� _ 0 04 � ti\ m A13 — 1 A11/A1 A7 A8 ,l� �Jtlll{ii l I HI 11111E=_ .. I WKE 1I60 (EXIStIN MEAT L_ — PREP oQ U I p MTD-5 WK075A EXISTING LTB-8 BME260C (EXISTING) LTB-12 NFJ (EXISTING) LTB-11 NFJE (EXISTING) MTC-12 05DM (EXISTING) MTD-6 WKE 1806 LTB-13 (EXISTING) NFN (EXISTING) OHMH (EXISTING) MTC-11 OHMH (EXISTING) MTD-5 _ WK075A _ (EXISTING) ' MTC-11 OHMH (EXISTING) LTB-7 NFJ (EXISTING) (EXISTING) MTD-4 �2 �1 SME130B LTB-4 D2 D� o (EXISTING) NFJE Q U U (EXISTING) � M LTB-3 Q U U Q SME130B (EXISTING) 04UM LTB-1 G1 (EXISTING) RMZC30 LTB-13 (EXISTING) LTA-13 RL 8'-NFN (EXISTI ) o (EXISTING) 11 o GROCERY SALES REFRIGERATION KEYNOTES GENERAL NOTES 07.26.13 OPTION A 15.601 SLOPE REFRIGERANT LINES BACK TO 1. PLAN INDICATES GENERAL ROUTING OF COMPRESSORS AT 1" PER 20' OF RUN. LOCATE REFRIGERANT LINES, WITH A SINGLE HIGHEST POINT OF REFRIGERATION LINES LINE SHOWN INDICATING BOTH SUCTION JUST BELOW BOTTOM CHORD OF JOIST OR AND LIQUID LINE ROUTING FOR EACH BEAM. COORDINATE ELEVATION TO AVOID SYSTEM. CONFLICTS WITH DUCTWORK, LIGHTING, ETC. 15.602 SUPPORT HORIZONTAL RUNS OF 2. REFRIGERATION SYSTEM INSTALLATION REFRIGERANT LINES ON 1-5/8" x 1-5/8" SHALL BE IN COMPLETE CONFORMANCE UNISTRUT CHANNELS ON MAXIMUM OF 10 WITH SPECIFICATIONS, AND WITH ALL FOOT CENTERS. REQUIREMENTS OF REFRIGERATION EQUIPMENT MANUFACTURER. 15.603 AT ALL POINTS WHERE SUCTION LINES RISE, PROVIDE A SUCTION LINE TRAP AT THE BASE 3. REFRIGERATION DRAWINGS ARE PROVIDED OF THE RISER. AS AN AID TO BIDDERS AND TO INDICATE 15.609 PROVIDE PVC DRAIN LINE FROM EACH CASE DESIRED ROUTING OF REFRIGERATION DRAIN CONNECTION SAME SIZE AS CASE LINES; CONTRACTOR SHALL ASSUME FULL OUTLET, AND END OVER FLOOR DRAIN W/ AIR RESPONSIBILITY FOR CORRECT GAP; PITCH DRAINS 1" PER 10'. INSTALLATION OF PIPING AND 15.610 PROVIDE A 0.20" PVC JACKET ON ALL ACCESSORIES TO PROVIDE A COMPLETE REFRIGERATION LINES EXTERIOR TO AND FULLY OPERATING SYSTEM. BUILDING. 4. REFER TO SPECIFICATION 15600 FOR 15.612 PROVIDE INTERMEDIATE SUCTION LINE TRAP INSULATION THICKNESS. INSIDE DIAMETER OF IN WALL OR VOID SPACE. INTERMEDIATE TRAP INSULATION SHALL MATCH PIPE DIAMETER TO SHOULD BE PLACED AT THE MIDPOINT OF THE MINIMIZE AIR GAPS BETWEEN PIPING AND SUCTION LINE RISER. INSULATION. PROVIDE FACTORY 15.614 UTILIZE EXISTING EXTERIOR WALL OPENING AS PRE -MANUFACTURED FITTINGS AT ALL TRAPS INDICATED WHEN POSSIBLE. IF LARGER AND ELBOWS. WHERE PRE -MANUFACTURED OPENING IS REQUIRED REINFORCE THE WALL FITTINGS ARE UNAVAILABLE MITER CUT ALL AS NECESSARY, CUT THE WALL FOR THE FITTINGS TO ENSURE PROPER SEAL BETWEEN REFRIGERATION PIPE PENETRATION, AND INSULATION SEGMENTS. SUPPLY THE PIPE PENETRATION RAIN HOOD. SEAL THE WALL OPENING WITH FOAM AS SOON 5. PIPE INSULATION IN SALES FLOOR AND IN AS THE PIPING THROUGH THE WALL OPENING REFRIGERATED PREP AREAS SHALL BE WHITE. IS COMPLETE. PIPE INSULATION IN STOCKROOM SHALL BE 15.618 ROUTE PIPING THROUGH PVC CHASE. BLACK. REFER TO SPECIFICATION 15600. REFERENCE GROCERY ARCHITECTURAL FOR 6. INSTALL PIPE INSULATION IN STRICT SIZE AND PVC REFRIGERATION CHASE DETAIL. ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. NOTE: ALL WORK ON THIS SHEET IS TO BE COMPLETED BY A WALMART APPROVED CONTRACTOR. 7. FREEZER WALK-INS AND LOW TEMP CASE PENETRATIONS REQUIRE THE HOLE TO BE PATCHED WITH 26 GAUGE GALVANIZED SHEET NOTE: REFRIGERATION CONTRACTOR IS RESPONSIBLE METAL TRIM, FOAM SEALED AND TRIMMED FOR ALL FINAL REFRIGERATION ELECTRICAL FLUSH, THEN COATED WITH SILICONE SEALANT TERMINATIONS TO REFRIGERATION EQUIPMENT. ON BOTH THE INSIDE AND OUTSIDE OF THE — BOX. F SEPARATE CONTRACTOR IS RESPONSIBLE FOR RE - SKIN OF EXISTING REFRIGERATED CASES TO REMAIN. 8. COORDINATE REFRIGERATION DEMOLITION ISSUES WITH THE ARCHITECTURAL DRAWINGS. REFER TO ARCHITECTURAL PLANS FOR REFRIGERATION EQUIPMENT DEMOLITION AND COOLER REPAIR AND REMODELING. (RE: D1 AND Al). 9. REFRIGERATION SYSTEM SHALL REMAIN OPERATIONAL DURING REMODELING. DURING THE PHASING OF OLD TO NEW SYSTEMS, BOTH NEW AND OLD REFRIGERATION SYSTEMS MAY BE REQUIRED TO OPERATE AT THE SAME TIME FOR A SHORT PERIOD. 10. WHERE NEW REFRIGERATED EQUIPMENT IS INDICATED ON THE DRAWINGS, PROVIDE DEMOLITION, REMOVAL, AND TEMPORARY STORAGE OF OLD EQUIPMENT PER WAL- MART MECHANICAL SERVICES CONSTRUCTION MANAGER'S INSTRUCTIONS, AND REFRIGERATION DEMO NOTES ON D1 AND Al). 11. COORDINATE REMOVAL AND DISPOSAL OF EXISTING REFRIGERATION EQUIPMENT, EVAPORATORS AND REFRIGERATED CASES WITH WALMART MECHANICAL SERVICES CONSTRUCTION MANAGER. 12. REMOVE COPPER LINES, EVAPORATORS, AND CONDENSATE LINES FROM COOLERS/ FREEZERS BEING REMOVED FROM SITE. 13. COOLERIFREEZER BOX MANUFACTURER SHALL PANELS, GLASS DOORS, SLIDER OR SWING -- - D LTA-6 LTB-1 LTB-2 LTA-7 RMZC30 RMZC30 RMZC30 RM_ZC30 LTB-2 G ST ( G) (E TII) �, I�G RMZC30 dEXISTIN � � 1 c- j LTA-4 o COORDINATE ROUTING OF NEW RMZC30 REFRIGERATION PIPING WITH 1 (EXISTIN EXISTING PIPING, DUCTWORK, GR2 AND LIGHTS (TYP) 15.601 15.602 o `{ � o ' 2 FRONT GROCERY R 1 /8" = 1'-0" MTD-1 36'-DX6LN (EXISTING) 1 2 C15.603 GR2)C1_5_.112 im 3 EFRIGERATION PLAN 15. 009 MTD-11 32' B3XC-LEP (NEW) 1 I I I I I ROUTE PIPING IN BASE OF CASE (TYP) MTD-2 (--� 36'-DX6LN (EXISTING) r I 4 T --- I --------M 44. I� I TEMPORARILY REMOVE REFRIGERATED CASE FROM MULTI -CASE CIRCUIT. ISOLATE THE CASE'S REFRIGERATION SUCTION AND LIQUID LINES AND LEAVE THE REST OF THE CIRCUIT IN OPERATION. RELOCATE THE EMS SENSOR TO ONE OF THE CASES LEFT IN OPERATION IF NECESSARY. COORDINATE SCHEDULE WITH WALMART CONSTRUCTION MANAGER. 15.609 MTD-11 32' B3XC-LEP (NEW) DOORS, PALLETIZE, AND PREPARE THE EQUIPMENT TO SHIP OFF SITE. 14. COORDINATE WITH FIRE PROTECTION CONTRACTOR FOR THE REMOVAL OF SPRINKLERS FOR ALL REMOVED COOLER/FREEZER BOXES. 15. COORDINATE WITH ELECTRICAL CONTRACTOR FOR THE REMOVAL OF ALL REMOVED COOLER/FREEZER BOXES ELECTRICAL WIRING DEVICES. 16. COORDINATE WITH EMS CONTRACTOR FOR THE REMOVAL OF ALL REMOVED COOLER/FREEZER BOXES EMS WIRING AND DEVICES. 17. EXISTING REFRIGERATION PIPING MAY BE RE -USED. RE: REFRIGERATION LEGENDS FOR PIPE SIZE REQUIREMENTS. 18. BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. z m wW jY F-Q � X U ¢ mW w oZ> o .c W U w Oo ~¢ U ao w jo O�W11— o y Zww a- w o cooww�U z- 5g � o_Fg- d' F(Owww3tcgsU �¢gaw aw wa¢no<2wwTW5w TOz :w:)Q0¢w"% z O w ~LLZ�u�oHO=zu.i<A:w�z Qw `OU0Z0 50o� N-2OOD D a. twHzwrww0U0wd UUJ _-Wuowo�z¢ j oU) I.-w -r 2Waz)�vUzz!zMwwwO==�ovo ¢ U0- WXcr<w-- ow' W R! m W m !=_rn e 'w Lu W■i iia z !I ch � �Y 'd Zo w cn W'j teal ZWs Q =W �W O _m rn z E3 O u %0 0 0 2 CO � � 00 w ♦^ z W w J O 0 J t�- O Z WCD CD O 00 H W N Lu w m 2 D z O ISSUE BLOCK CHECKED BY: AI/LC DRAWN BY: JMH PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 GROCERY REFRIGERATION PLAN z 0 .u, w w 0 z w vi w z Q D 0 EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. SHEET: GR1 Z w 0 z w vi w z Q 0 ELEVATION PVC JACKET FOR ALL REFRIGERATION LINES EXTERIOR TO BUILDING TYP CUSH-A-CLAMP FIRMLY CLAMPED TO PIPE TYP PIPING INSULATION (BEYOND) WALL OR BUILDING STRUCTURE PLAN 1 5/8"x1 5/8" GALVANIZED UNISTRUT P-1000, 10'-0" MAXIMUM ON CENTERS � VERTICAL REFRIGERANT LINE SUPPORT SUPPORT TO BE LOCATED < 1'-0" FROM DROP HORIZONTAL REFRIGERANT LIQUID LINE LINE SUPPORT. (TYP) REF DETAIL. CLEANED PVC PIPE FOR REFRIGERANT, SUCTION LINE ELECTRICAL, AND PLUMBING PIPING. (TYP) COORDINATE WITH OTHER DISCIPLINES PRIOR TO ROUGH -IN. COORDINATE CHASE LOCATION WITH EXISTING LIGHTING AND UTILITIES. INTERMEDIATE SUCTION LINE TRAP (PLACE TRAP AT MIDPOINT OF RISER) REFRIGERATED CASE (TYP) - COORDINATE ROUTING OF REFRIGERANT PIPING WITH SANITARY VENT. BASE TRAP CLOSURE PANELS. REF ARCHITECTURAL DRAWINGS INTERMEDIATE SUCTION LINE TRAP WITH PVC CHASE 1/2" RETAINING NUT, UNSISTRUT P4010T 1/2" CHANNEL NUT WITH SPRING, UNISTRUT P1010 - 3' TOP BEAM IAA CLAMP TYP LOADS MUST BE HUNG WITHIN 3" OF PANEL POINTS TOP CHORD OF JOIST ROOF BOTTOM OF STRUCTURE INSUGUARD OR COOPER B-LINE SNAP N' SHIELD PIPE SADDLE SECURED TO UNISTRUT. MATCH COLOR OF INSULATION. (TYP) PIPING INSULATION THREADED ROD TYP - NOTE: FOR OVERHEAD LINES, UNISTRUT HORIZONTAL, TRAPEZE HUNG 1 5/8"x1 5/8" GALVANIZED UNISTRUT P-1000, REFER TO SPECIFICATION SECTION 15050 FOR SPACING 3" MAX INSUGUARD SIZES MAXIMUM PIPING INSULATION OUTSIDE DIAMETER PART # 2 1/4" 225 3 1/4" 325 4 1/4" 425 5 1/4" 525 6 1/4" 625 SNAP'N SHIELD SIZES MAXIMUM PIPING INSULATION OUTSIDE DIAMETER PART # 2 1/4" BPS225 -- 3 1/4" BPS325 4 1/4" BPS425 --- 5 1/4" BPS525 6 1/4" BPS625 HORIZONTAL REFRIGERANT LINE SUPPORT DETAIL U�Z W w Y j H Q a.+ FW. M W U � u a mLLI H a.+ j OU O�L w w z m �z _¢ 08 ¢ tno W > > 7o %WR8>- o zw0w az0zgQR' w� O Z W K Fz 0 H 0 W U Z w W W LL O 0 H LL O O K W w.. ~¢gwawa0�m a Lwu 0, Q �QOFO=SU~� �nw � z Q¢F-U w¢LLH�W LLw LL Wd2;! W. E. ZO �=p � ' 0 0 Z Z Z Q J ZLL ROOF �Z <F- O gUJO�"U ON¢UZN d 0CL ZJUNJww O0 py WOmw—a_Vo0w0g rn¢Zw�O'�amoWao=w =2 W 0¢ O Q.'LL¢W UWW7= F-O NUO N0.OW wnwix<H Zy 4AW o o � M ca W k—_ � W WZ �o Ze _ WZ SQRM Ca z =W WJ� �W Ci Z E3 O U J W 2 0 0 %0 O CD � � 00 Z 0 J C) J ti 0 o =oo zr- �Wo �(D o00 CO 0� W N w w m Z m 0 ISSUE BLOCK CHECKED BY: AI/LC DRAWN BY: JMH PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 EFRIGERATIO DETAILS NTS 06.29.01 REFRIG-3 NTS 09.27.13 REFRIG2.1-8 NTS 08.30.13 REFRIG-4 SHEET: GR2 REFRIGERATIONSCHEDULE SYSTEM MTD Primary Refrigerant: R407A Refrig. EMS: NOVAR Condenser Type: Air H/R Media: N/A SG1 Refrig. Liquid Temp *F: 80 SG2 Refrig. Liquid Temp °F: N/A SG3 Refrig. Liquid Temp °F: N/A EXTERIOR DRY BULB (DB): 50 Yr. Extreme DB from ASHRAE Pub. 100.5 Year 2013 Format: Supercenter Store#: 706 System Type: Compressor House Estimated Refrigerant Charge (lbs): - System Elec: 460V 3Ph 60Hz Sat. Cond. Temp °F: 116 H/R Use: N/A SG1 Comp RGT °F: 50 SG2 Comp RGT °F: N/A SG3 Comp RGT OF: N/A Proto Size: Renovation City/State: Zephyrhills, FL Consultant: Henderson Engineers Rack & Cond. Charge (lbs): - Defrost Elec: 208V 60Hz 1 or 3 Ph Cond Design TD °F: 15 H/R Water GPM: N/A Evap. Superheat OF: 10 EXTERIOR WET BULB (WB) °F: Based on 0.4% Monthly Max WB-ASHRAE Pub.: 82.1 Year 2013 ProtoCycle Date: 11/22/2013 Elevation ft: 94 Prepared by: Craig Handy Fixture and Field Piping (lbs): - Sys.Pilot Elec: 208V 1 Ph Evap. Superheat °F: 10 Est. Summer THR MBH: N/A Date Prepared: 1/29/2014 Design DB°F / WB°F: 101°F ! 820F Interior Design DB*F / RH%: 750F / 55% Cond. Elec: 460V 3 Ph 60Hz Est. Winter THR Avail MBH: N/A ASHRAE Design Conditions Weather Station: Hernando CO, FL, USA CIRCUIT INFORMATION FIXTURE ELECTRICAL INFORMATION MISC INFORMATION CKT # Case Fixture Length / Quantity Walk -In Box Size Case/Coil Model Case/Coil Manuf. Application LSHX Y or N? & Model # WI Evaps Evaporator Coil TXV / Distributor Nozzle Sub -Circuit Load (MBH) Circuit Load (MBH) Evap SST Case/ Walk -In Air Temp Circuit Control Valves Defrost Type Defrost Heaters Fans Lights Amps (120v) Anti -Sweat Amps (120v) Amps Comments Equip Number FT /# of Doors 2 Dr/4' 3 Dr/6' 4 Dr/8' 5 Dr/12' L W H EPR LLSV Amps Voltage Amps Voltage D1 36 FT DX6LN KYSPR/WARREN M.D. Produce - 42.0 28 OT 1.2 120/1 D2 36 FT DX6LN KYSPRANARREN M.D. Produce 42.0 28 OT 1.2 120/1 D3 17 22 12 WK-210 BOHN Produce Cooler W.I. Not Req'd 19.0 27 OT - 8.4 120/1 D4 9 18 10 SME-130 BOHN Seafood (Fish)Cooler W.I. Not Req'd 13.3 22 EL 15.7 208/1 3.3 208/1 D5 18 25 10 WK-075 BOHN Meat Prep Not Req'd 22.6 36 OT - 4.2 120/1 D6 18 34 12 WKE-180 BOHN Meat Cooler W.I. Not Req'd 36.0 22 EL 34.8 208/1 6.6 208/1 D7 36 FT 05DM HILL PHOENIX M.D. Dairy 52.6 22 OT - 6.0 120/1 D8 36 FT 05DM HILL PHOENIX M.D. Dairy 52.6 22 OT 6.0 120/1 D9 29 66 11 ADT-312 BOHN Dairy Cooler W.I. Not Req'd 92.1 25 OT 37.8 120/1 D10 24 FT D61_1-UN KYSPR/WARREN M.D. Beer 36.0 23 OT 3.2 120/1 D11 * 64 FT 2 4 B3XC-LEP "" HUSSMANN Produce Island - 78.0 26 SORIT-20 "" E10 "" OT 4.8 120/1 Suction Group #1 Required Capacity (MBH) 486.2 20 (°F) Saturated Suction Temperature General Notes: 1.) PIPING SCHEDULE RACK MTD VERTICAL ESTIMATED PIPE HORIZONTAL SUCTION TOTAL DESIGNATION SUCTION RISER LIQUID LENGTH D 11 1 5/8 *** 1 3/8 **** 7/8 '""" 330 NOTES: 1.) ESTIMATED TOTAL LENGTH INCLUDES HORIZONTAL AND VERTICAL PIPE SECTIONS. THIS IS ONLY AN ESTIMATE AND ACTUAL LENGTH WILL VARY. 2.) ALL EXISTING PIPE SIZING IS BASED ON ORIGINAL LEGENDS AND MAY NOT REFLECT EXACT "AS -BUILT' CONDITIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING PIPE SIZING AND NOTIFY ENGINEER OF ANY DISCREPANCIES. SYMBOLS LEGEND 08.02.12 * MODIFIED CIRCUIT ** NEW CASE, COIL, CIRCUIT, OR VALVE **** CHANGE EXISTING PIPING TO NEW AS INDICATED PROJECT COORDINATED WITH REFRIGERATION VENDOR (OEM) AS INDICATED ON REFRIGERATION SCHEDULE(S). U�Z :t% lil fq 0Y ~¢ F+ F__X w UQ U Q mF a+ OD Q 0) O t W U CL LL O FZ SQ Ug K ¢ tn0 = W W WOO X I-- LLi W 0 t=0 =w0E'ZZ(n'Z LLUKWU Q. F-U1LLW W'O d �Fi]FW�OZO'U ow LL 0 a�Q wF >�ZZQM�UU=ag} O Z O W¢ W¢ H W LL W C Q�-JOvmw(70wH0=ZO Z" Z)OZZW22QZ ~ �100t<Z'<�aQ ZE- QW Jd�wFpWUO�ZN a d'n.�f Z JUUJ� w OOQ:� om womw-a-lnowog CD v_�¢ZF�3�Q�Qvwa��w = Z W O Q 7 K LL X W U w w 7= I-ON0 UMOLLLLLLI110_'�WW<' - Zy h � � o �iWYi mu Wz W 53zt e ce , LUo Z0 ¢X= O Zwcn U) ►- Z Q W= =W ¢Q wW L ­w J � M O � � W Z O U J W 0 0 %0 �j 2 CD 0 0LjL .. � Z W J J - O Q Z n/ W to �•f,� 0 ao CL W N w W 00 Z 07 O ISSUE BLOCK CHECKED BY: AI/LC DRAWN BY: JMH PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 W f T' V�nv=R4 b ♦ Ml.l Ln l � C. /G g EFRIGERATIO LEGENDS Z O W 0 Z W W Z Q 0 SHEET: GR3 GENERAL LIGHTING NOTES LIGHT FIXTURE SCHEDULE 01.27.12 EN13 Z LAMP (PHILIPS) uiV) 1. EXIT SIGN MOUNTING TYPE MANUFACTURER FURNISHED BY CATALOG NUMBER VOLTS VA ORDER NUMBER (LP) QTY. MOUNTING DESCRIPTION A. WALL FIXTURE: CENTER 12" ABOVE DOOR OPENING. �Q 6 DAY-BRITE CONTRACTOR DWAE232-UNV-1/2EB-LP 120/277 58 F32T8/TL850/PLUS/ALTO 2 WALL 4' SEALED STRIP B. CEILING FIXTURE: ON CEILING OR AT HEIGHT 10 DAY-BRITE CONTRACTOR 2TG8232-01-UNV-1/2-EB-LP 120/277 58 F32T8/TL850/PLUS/ALTO 2 2' x 4' TROFFER 2' x 4' TROFFER SPECIFIED ON DRAWINGS. 4- U 13 DUAL-LITE CONTRACTOR LXURWEI 120/277 6 INTEGRAL - STEM/CEILING EXIT SIGN (DOUBLE FACE) C. PENDANT FIXTURE: MATCH HEIGHT OF EXISTING 'rg 15 DUAL-LITE CONTRACTOR LXURWEI 120/277 6 INTEGRAL - STEM/CEILING EXIT SIGN (SINGLE FACE) PENDANT MOUNTED EXIT SIGNS. IF STORE DOES m? NOT HAVE PENDANT MOUNTED EXIT SIGNS, THEN _ 17 DUAL-LITE CONTRACTOR LZW2DI 277 15 6V, 5W HALOGEN 2 WALL EMERGENCY LIGHT PENDANT MOUNT SIGN 24" BELOW BOTTOM OF 19 DUAL-LITE CONTRACTOR LMW401-FX 277 15 6V, 20W SEALED 2 STEM EMERGENCY LIGHT BAR JOIST. Q. HALOGEN D. VERIFY MOUNTING HEIGHT WITH AHJ. ` If 27 DUAL-LITE CONTRACTOR EWL-27 277 50 FURNISHED WITH 2 WALL EMERGENCY LIGHT W/ REMOTE HEADS E. COORDINATE LOCATIONS OF EXIT SIGNS TO w °- FIXTURE ENSURE STORE SIGNAGE DOES NOT OBSTRUCT =a 27A DUAL-LITE CONTRACTOR LZ65-12VI-0 120/277 55 N/A - WALL EMERGENCY BATTERY PACK THEIR VIEW. F. THE USE OF TRITIUM BASED RADIOACTIVE EXIT Of a 8 27C DUAL-LITE CONTRACTOR OMSDB1212 12 24 N/A 2 SURFACE 2 HEAD WP REMOTE SIGNAGE IS PROHIBITED. Q CREE OWNER CA18-801-HE-351I 120/277 70 INTEGRAL LED 1 SUSPENDED 8' TROFFER WITH FURNISHED WIRING 2. EMERGENCY LIGHT INSTALLATION SYSTEM FIXTURE MOUNTING ___F_1 SUSPENDED 4' TROFFER WITH FURNISHED WIRING QA OWNER CS14-40LHE-35K-10V 120/277 37 A. WALL FIXTURE: 12" BELOW FINISHED CEILING OR �CREE �INTEGRALLED SYSTEM +10'-0" IN AREAS OF EXPOSED STRUCTURE, UNLESS NOTED OTHERWISE. B. PENDANT FIXTURE: BOTTOM CHORD OF BAR JOIST N W N 0 WX W o OR AT HEIGHT SPECIFIED ON DRAWINGS. o z w w a z z C. REMOTE HEAD FIXTURE: HEADS CENTERED ABOVE W o L. o w- w w a z z - -" - - - DOOR OPENING +9'-0", UNLESS NOTED OTHERWISE AND BATTERY PACK MOUNTED ON INTERIOR SIDE OF WALL 12" BELOW FINISHED CEILING OR AT BAR JOIST tL it LL W w 3 t o .<w o8 W o a g it a W ¢ N m or a z z ¢ W U a Z Qo1< Q�eoa Wa"~who=o IN AREAS OF EXPOSED STRUCTURE. ELECTRICAL CONNECTION o Z z x z F z ` !� I ~ z" �o a a W A. REFER TO MANUFACTURER'S WRITTEN u�-, o \ INSTRUCTIONS. ALLOW BATTERY TO CHARGE r1 cr a � � z W Woo i a. \ CONTINUOUSLY FOR A MINIMUM OF 168 HOURS �aZW�o��owa�=w ! BEFORE INITIAL TESTING. n e rrr- I urI , r.,w , ,...... A- nrru n­•r--- .-.,•. U) �oN°oo�(L0WWWn(IfX<=- vv✓v v, 3. EXIT SIGNS, EMERGENCY LIGHTS AND NIGHT LIGHTS ZOy �O SHALL NOT BE SWITCHED. m 4. IN AREAS OF OPEN STRUCTURE, MOUNT W ;� FLUORESCENT STRIPFIXTURE TO BOTTOMCHORD L— " cc OTHERWISE UPS .r, _..._.... ,. —MANAGERS UPC/INVOICE OFFICE �N OS 5. PROVIDE SEPARATE BOXES FOR GANGED SWITCHES Ze -R_ j; PW ! -- - -- �� OS 1 OS ON SEPARATE BRANCH CIRCUITS. z W Wz� s �� ❑� - - s II - - --- 16.149 - - - - -- 6 ,! II 16.149 I 16.149 :I 16.149LL - _-.. _ "ABS'„ „ I i� I I FIXTURES DENOTED WITH ABJ ARE TO BE - -FASTENED ON - !- i JANITOR .. _ . \ ! THE BOTTOM SIDE OFRTHE TOP CHORD OOF BAR T z J \� � i I ET ETR 3 \1 \ ; 31 1 !I t - - U \ JOISTS. LOCATE THE FIXTURES RUNNING 31 _ 1H1P1-26 j� ij \ PERPENDICULAR TO BAR JOISTS WITHIN BAR JOISTS 3 R _—�ro OS� hU� -----I o ( H1 P1-24__...._ _.___ _ ___.__ ___ WEBBING SPACES. DO NOT FASTEN FIXTURE OR H1P1-26 16.125 -1 n_n� _I,�Iw TYP CUSTOMER ESILY UNISTRUT CHANNELS TO ROOF DECK. - )) OS OME17 NS � TROOM O \; �� I � \ --- -- _._ - _.____._ __....._ __....- ----- -- - -._ -- 7. INSTALL PROTECT -A -LAMP COVERS ON FIXTURES ALCOVE BREAKBREAK (� -=_- -- I l LABELED WITH THE LETTER "P" AND ANY FIXTURE _. 16.149 7 ��/ ROOM ROOM #2 CUSTOMER ALCOVE - - I \ - - ALCOVE w DM MANAGERS - _ WITH EXPOSED FLUORESCENT TUBES THAT ARE \ MOUNTED BELOW 10 -0 AFF ANYWHERE INSIDE THE ,i OFFICENA -N MENS In ri L , . - - - - - - BUILDING. w - - - - --_- -- -- - -- -- - - -----_ - - - --- - _ --- _ - - - - H (-D o W —_ -- _ T -I -�- H4C-4 LL I t 4L--p �� - 8. VERIFY THAT THE OPERATING MECHANISM OF LIGHT J L� ,\ 16.131 ;� 16.131 ❑ ❑ ❑ FURNISH AND INSTALL REPLACE DAMAGED SWITCHES IN THE BUILDING ARE MOUNTED AT A HEIGHT LL �r �I H1P1-30 HUBBELL ATP1500C LIGHT LENSES TYPICAL 16 1 THAT IS IN ACCORDANCE WITH ADA AND LOCAL ♦^^ Z OCCUPANCY SENSOR IN RESTROOMS Np ACCESSIBILITY REQUIREMENTS. ANY SWITCH NOT IN �� V J W I ❑ (SET FOR MINIMUM ACCORDANCE WITH ADA AND LOCAL ACCESSIBILITY c0 17 __.____ TIME DELAY AVAILABLE) o ' -- ---- I o I I I REQUIREMENTS IS TO BE LOWERED TO THE ti WITH CU277A CONTROL r J 13 UNIT, IN SERIES WITH �1 I f ❑ a APPROPRIATE HEIGHT. GENERAL CONTRACTOR SHALL O o REPAIR WALL AND FINISHES AS REQUIRED. EXISTING WALL MOUNTED SWITCHES. oo O cfl \ \ ALCOVE ❑� Qi !�l CONTROLS AND LIGHTING PATTERNS ARE TO BE = Z o MAINTAINED. EXTEND/REROUTE EXISTING BRANCH W o CIRCUITRY AS REQUIRED. Of uj o oo x I H1P1-30 I ( ; °� I v ® 131 �, > 11 ELECTRICAL KEYNOTES , RI AL KEYN TE _ 1 _ _ 16.131 I I 9LI i' 16.125 EXISTING LIGHT FIXTURES TO REMAIN w - 0 L ! - UNLESS NOTED OTHERWISE. �i�I `\I \' H1P1-30 � � ❑ ❑ � ❑ ❑ � � � � H1P1-30 0 �r �. au. - ` - N � 19 li _ 16.131 CONNECT TO EXISTING CIRCUIT. E.C. SHALL m \ 13 15 !� - j VERIFY PRIOR TO ROUGH -IN THAT EXISTING l T(p• ! CIRCUIT HAS SPARE CAPACITY TO D 15 ❑ I ❑ ❑ ❑ ❑ 1 t ❑ ❑ ❑ ❑ ❑ t 13 ❑ ❑ ❑ ❑ 15 15 19 I i _ ACCOMMODATE ADDITIONAL LOAD. m II\ \ j O I _' 19 `_ II' 116.133 RELOCATED 0 EXISTING LIGHT FIXTURES TO BE j TO NEW LOCATION AS SHOWN. - - - - - - - - H1P1-30- H1P1-30 � _ , 16.149 REPLACE EXISTING LIGHT SWITCH WITH .131)❑� ........ } _ u OCCUPANCY SENSOR. ----- ❑ 1 i i i i ISSUE BLOCK _ I ❑ ❑ ❑ �I 0 I II �i - - - - -_ ! -- 19 ' r \- - - - - - - -L-I F \ SALES - \! - - - 19 11 I®� - - I I I I it Ls 1 is --� - - -A ❑ \ l O ❑ ❑ ❑ ❑ LRl ❑ ❑ L _ _ I>=�1-�lHl ❑ ❑ lF I� lF_�1 15 II 15 f M F LJ © ice' ❑ 1,71 i®� I F 0❑❑ I I I I\ 111 i ,❑ I I I 7-1 Ir r r-� \; ® ;� i�l ❑ - L� I� I ADJUST AIMING OF EMERGENCY LIGHT LAMP ❑ J HEADS AS REQUIRED TO ROVIDE PROPER? - ILLUMINATION AT FLOOR AVOIDING OBSTACLES II —1 I T I 4� L � � AND SHADOWS AFTERS ORE SET-UP IS COMPLETE, TYP. --- - - Z iti i� - - L _ _ 1 s. I I HLW/GGW � S y CHECKED BY: �� DRAWN BY: PTM " b i RECIRCUIT ALL EXISTING EMERGENCY ✓� - -_ _ .__ __� ;®; ® ® I EGRESS AND EXIT LIGHTS IN GARDEN PROTO 192 SC - ;ra; CENTER AREAS TO PANELBOARD _ - - - M [FBI- ---- - -- - - - - - SERVING AREA. REUSE EXISTING- 4PROTO CYCLE 122013 ----- --- ------ ---- L `_� i-J I �� 1 I I I WIRING AS FEASIBLE. I I DOCUMENT DATE: 01/30/14 - __ ��7--j� ,1 tiri ' i .,� !L. ,: I 2 I - ..7...,T...T.. T.. T.. T.. I 1 � I Li i' 1-- 1- -- -- I E: 0 MIA M - - 1 11MI I � F I II o I `b ® I'm Im ❑ ® - - r - --� i 19 --- l 'ram r --� ��� �,�-���, -i I -I K,1 Y I '� �J i� 0 ��l L� i®1 ❑ FEE❑ H 1 P 1-30 HlP1-30 II H1P1-30 ....L. I I _ _ _ - (_ ---(� ( - - - 16.131 16.131 15 I I H H_ ❑ ❑ ❑ IF_�1 � LRI ❑ ❑ 16.1 _ _Ifl I - - - �, I ,, - M - I - - M I - - - - - I - - 128 L� H3P H1P1-30 15 H1P1-30 15 ❑ ❑ ❑ a H1 30 ❑ ❑ l ! ❑ 15 16.131 ❑ ❑ ❑ 6.131 H1P1-30 13 I ! 16.131 j j 13 SEASONAL O 13 I 16.131 REPLACE ALL BROKEN SHOP SLIGHT FIXTURES 7 „ ;,- AND LENSES, TYP. III ENTIRE PHARMACY I _ 7 , I � -- -= I _ � U� T? ❑ �I ❑❑❑ L - - I 7 T ` \1 1 1:2 T0 I ( - - - - CLEAN EXISTING LIGHT FIXTURE REPLACE EXISTING WALL O _._..-..-..-.-. 7� - - - - - - - - - - - - - - - - - - - - - AND LENSES. REPLACE ALL SWITCH FOR RESTROOM�—� P 7 -.� BROKEN LIGHT FIXTURES AND NEEDS CLEANING LIGHT O \ PHARMACY LENSES, TYP. ENTIRE MONEY CENTER AS REQUIRED FOR WALL i \ DEMO AND REBUILD, TYP. j _ I! - 13 REPLACE DAMAGED ARDEN CENTER r, OCCUPANCY SENSOR - �0 0 i I, GLAZED CANOPY 7 GFig J -- GENERAL _- --- I I I _. __ - CONTRACTOR -- - -- - _ - j� _- - 7 I * No. 6W13 TO REMOVE ALL i- --- - -- -- --- -- -- -- J v - __ n❑' -I G �J - — - _ EXISTING TRACK LIGHTING L OS _ OF �� L ! w—._ E flow BTATi� OS I ETR i ,�, 7 P 16.149 -_ _ _ -- HEADS, I �L �, VACANT EXISTING TRACK CENTER _ TENANT TO REMAIN. I -� L 'u VISION CENTER 16.149 MECHANICAL �] REFERENCE - 17 I I ❑ I I S CLOTH I #10W a�1 _ ' j � � �r�, ; MECHANICAL I I =0_ O GENERAL NOTE - ! (� ! HADE C TH 11 15 SHEET E3. -- ---- ! C = ! Ll � � r I 16.131 I COUNT CUSTOMER \ REPLACE DAMAGED I BROKEN LIGHT J T� I d I I O LIGHTING IJ El, U H4C 6 MEN LIGHT LENSES TYPICAL 0 l� rIL111 - IN RESTROOMS FIXTURES------ -- -- PLAN CUSTOMER AND LENSES, [ WOMENS TYP. ENTIRE VISION CENTER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 LIGHTING PLAN EXISTING LIGHTING FIXTURES NOT SHOWN ARE EXISTING EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A TO REMAIN AND ARE NOT AFFECTED BY THE SCOPE OF DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" THOROUGH KNOWLEDGE OF ALL DRAWINGS AND WORK ON THIS PROJECT. THIS INCLUDES ALL GENERAL CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE Q1" = 20'-0" LIGHTING, EGRESS LIGHTING AND EXIT LIGHTING. EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE SHEET: aNEW WORK AND DEMOLITION WITH ALL OTHER WORK PROPERLY. NO ADDITIONAL COMPENSATION DISCIPLINES AND EXISTING CONDITIONS. SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT El O OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH w THIS KNOWLEDGE. 30A,� ELECTRICAL ROOM 1 /8" = 1'-0" -------------- C I I I T3B L36 H3B L3P H3P L3D1 H3A L3D2 L3D0 10 ELECTRICAL ROOM 1 /8" = 1'-0" PHONE NOVAR H162 H1A BOARD L1 U MSWB T1D2 T1D FIRE T2D L1D2-� LID H1B1 BOARD L2D H2B TPL H1P2 (ABOVE) IT Hipi 13 RECONNECT TO EXISTING 5 COMPACTOR CIRCUITRY I MECHANICAL ROOM ELECTRICAL ROOM 11/8 = -011 C MINE IN m —1 m 1111- mll 30A,+60" NEMA 3R I y I ; ��-� A Z 8 Gi W !A L 0 Y � a W X H � W a � m F- O L w �U L �O co Lu ~z U o a� w w w > > 70 awOF� cn p W zw0 az�zm w p romZzm� QUO w jzTmm' Q ��5FLL.wOZo'U 0 w 'y~agmawam�m aQ 0.<0 =Sc~iL-Ma � z z 0 0 tO W W awl-a'W liW � aF Jov wwm 8w.toxp �ULL �OZZU=Z�2 U' U <ZwJH awU00a 4 Zu-JmgotazxaHa0 J QWJQ- Ji-owoonoN ma 2 Um�awpOa� womw_a-mOwO 9 d pm psi-wa x pZw ,) �aawz��Ot- owasX: F-ON0owaOwXZiXw<F- Zy h� � o m WW =�� " Z m 2�Y 41 m Zo W� W FM Z _ Q =W WJ� cn �w O LL z Z E3 0 U J 00 0 cl LL 00 ♦^ z V �! w J 0 J ti 0 o — o S Z 10 o c o = w N w w m D z m 0 ISSUE BLOCK CHECKED BY: HLW/GGW DRAWN BY: PTM PROTO: 192 Sc PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 POWER PLAN POWER PLAN SHEET: E2 VISION CENTER GENERAL NOTES UNLESS FLOORBOXES ARE STILL IN SERVICE, EXISTING FLOORBOXES IN VISION CENTER SALES AREA TO BE ABANDONED (REF ARCHITECTURAL AND SPECIFICATIONS). ELECTRICAL CONTRACTOR SHALL VERIFY WITH WALMART CONSTRUCTION MANAGER AND STORE MANAGER THAT FLOOR BOXES ARE NO LONGER IN USE. REMOVE EXISTING BRANCH CIRCUITRY FROM FLOORBOXES TO NEAREST JUNCTION BOX AS REQUIRED. ELECTRICAL KEYNOTES 16.451 PROVIDE EMT WITH PROPERLY INSTALLED COMPRESSION OR SET -SCREW TYPE FITTINGS AND AN INSULATED GROUND CONDUCTOR FOR ALL RACEWAYS SERVING THIS ROOM TO COMPLY WITH NEC, HEALTH CARE FACILITIES. GA t� 8 10" ADJUSTMENTS �XAM 2 EMR +54" EMR PRETEST LVC +44" TYP LVC 16.451 20 GFI 8" 10" 10" EXAM 1 WAITING EMR .451 +44" TYP ELECTRONIC MEDICAL RECORDS (EMR), +80" ° ° CONTACTS EMR ° +44" TYP RECORD 10" RETENTION 8" - - - - A GFI L 8 ENLARGED VISION CENTER POWER PLAN 1 1 /8" = 1'-0" EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" THOROUGH KNOWLEDGE OF ALL DRAWINGS AND CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE NEW WORK AND DEMOLITION WITH ALL OTHER WORK PROPERLY. NO ADDITIONAL COMPENSATION DISCIPLINES AND EXISTING CONDITIONS. SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 6 w� wY 4 F Q Wa F- 2 a wW o W L o0 0 ~ ¢ Ug Q� W � ao N zwv aZ�Za� Z W O H O o p W U X Z lz ffi W LL O � - H W- O D a �F0~w��Z00w OW w .. > za¢ 'x'f a m �� ��W�F=ar a¢ S�OF-o=SU,I¢ Z O ¢F_-jO;!wwwgOwt-O=p �SOLL�gg��OZ2 ~ W=ZF- zm K oFW-QZ�OQO LL 5 owzz d_wJz�7 D a _o asoFw00w 0U)LmlimUnaTmowo g�0�mWu¢�o �t=tlH Qoa 0¢cwLLUWWZ)_ F-ONUO(LOW�7mlr¢Fw- ou' 4A o _ W 0� ch Lu- ni Q Zc zo WLu Lu C W Q =W J g- CS t] U Dlu U) I.- ZE3 O U %0 -i W 0 CD LZD "1 t ' 2 Lu ' ^ vJ Z W J J0 0 0 0 = o 0 z� w 8 i- o8 F- o = U) W N W m 2 D Z m O 3 ISSUE BLOCK CHECKED BY: HLW/GGW DRAWN BY: PTM PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 1A 0 o, 13 STATE O ENLARGED POWER PLANS SHEET: E2. 1 ELECTRICAL SYMBOLS LEGEND 09.10.10 (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) ES06 SYMBOL DESCRIPTION INCANDESCENT OR HID FIXTURE / O (WALL MOUNTED/CEILING MOUNTED) O FLUORESCENT FIXTURE FLUORESCENT FIXTURE, EMERGENCY LIGHT FLUORESCENT FIXTURE, NIGHT LIGHT ENCLOSED FREEZER LIGHT TRACK LIGHTING ® EXIT FIXTURE (WALL MOUNTED/CEILING MOUNTED) EMERGENCY FIXTURE $ SWITCH, SINGLE POLE $3 SWITCH, 3-WAY $4 SWITCH, 4-WAY $K SWITCH, KEYED $p SWITCH, DIMMER $VS SWITCH, VARIBLE SPEED $M SWITCH, MANUAL MOTOR $OS SWITCH, OCCUPANCY SENSOR $$OS SWITCH, BI-LEVEL OCCUPANCY SENSOR � S ❑R 0 CEILING OCCUPANCY SENSOR AND ASSOCIATED RELAY RECEPTACLE,DUPLEX 07- RECEPTACLE,DUPLEX, MOUNTED HORIZONTALLY RECEPTACLE, DOUBLE DUPLEX QRECEPTACLE, DUPLEX ISOLATED GROUND RECEPTACLE, DOUBLE DUPLEX, ISOLATED GROUND RECEPTACLE, SIMPLEX TWIST LOCK, L5-15R, UNO RECEPTACLE, SIMPLEX TWIST LOCK, ISOLATED GROUND, L5-15R, LINO RECEPTACLE, DUPLEX TWIST LOCK, L5-15R, LINO RECEPTACLE, DUPLEX TWIST LOCK, ISOLATED GROUND, L5-15R, LINO RECEPTACLE, SPECIAL RECEPTACLE, SIMPLEX RECEPTACLE, PLUG -MOLD O JUNCTION BOX (WALL MOUNTED/CEILING MOUNTED) O JUNCTION BOX, ALARM SYSTEM (WALL MOUNTED/CEILING MOUNTED), ALARM JUNCTION BOX O FOR REMOTE TEST/RESET (WALL MOUNTED/CEILING MOUNTED) O EQUIPMENT CONNECTION POINT (PROVIDED WITH EQUIPMENT) NON -FUSED DISCONNECT ol FUSED DISCONNECT swir HED E' 'Fal_ CIRCUIT, CONCEALED IN WALLS rewE EF' OR CEILING, E INDICATES EXISTING WIRING CIRCUIT, CONCEALED IN FLOOR SLAB, E INDICATES EXISTING WIRING CIRCUIT, EXPOSED, E INDICATES EXISTING WIRING FLUSH MOUNTED PANELBOARD - SURFACE MOUNTED PANELBOARD VOICE/DATA, - -d -v d = DATA ONLY, v = VOICE ONLY - LOW VOLTAGE CABLE BOX FOR OTHER m VOICE/DATA, FLUSH FLOOR MOTOR TELEPOWER POLE Q PUSH BUTTON 6 BUZZER OS SMOKE DETECTOR ENERGY MANAGEMENT S-X TEMPERATURE SENSOR OT THERMOSTAT TC TIME CLOCK ABBREVIATIONS a, b, c LOWER CASE LETTERS INDICATE IG ISOLATED GROUND SWITCHING CONFIGURATION IRC INTER -REGISTER AFC ABOVE FINISH COUNTER COMMUNICATION AFF ABOVE FINISH FLOOR ISP IN-STORE PROCESSOR AFG ABOVE FINISH GRADE LCU LIGHTING CONTROL UNIT C CONDUIT K KEY OPERATED CCT CIRCUIT N NEUTRAL CF CEILING/CIRCULATION FAN NTS NOT TO SCALE D DATA P WITH PILOT LIGHT EC ELECTRICAL CONTRACTOR RH RADIANT HEATER EF EXHAUST FAN RC REFRIGERATION EP EXPLOSION PROOF CONTRACTOR ETR EXISTING TO REMAIN SC SECURITY CAMERA EWC ELECTRIC WATER COOLER SF SUPPLY FAN FLIT FUTURE TYP TYPICAL GR GROUND WH WATER HEATER GFEP GROUND FAULT EQUIPMENT WP WEATHERPROOF PROTECTION UH UNIT HEATER GFI GROUND FAULT CIRCUIT UNO UNLESS NOTED INTERRUPTER OTHERWISE GF GABLE FAN HD HAND DRYER BAR JOIST, TYP PROVIDE UNISTRUT PER SPECIFICATIONS. LENGTH AS REQUIRED TO SPAN JOISTS. SECURE TO BOTTOM CHORD OF BAR JOIST UNISTRUT SHALL SUPPORT NO MORE THAT 100LBS IF P3300 IS USED AND NO MORE THAN 215LBS IF P3000 IS USED INSTALL PROVIDED 1/16"AIRCRAFT CABLE AND GRIPPER NUT FOR CONNECTION TO LIGHT FIXTURE MOUNTING BRACKET. UNISTRUT PROVIDE LOCKING SPRING NUT, TYP PROVIDE 1/4" HEX HEAD BOLT, u_u 1-1/4" FENDER WASHER, AND INSET LOCK WASHER, TYP BOTTOM CHORD OF BAR JOIST SUSPENDED LIGHTING CONNECTIONS TO STRUCTURE NTS 03.23.13 PROVIDE 1/2" COP AND MAKE WATEI PROVIDE WATERI ROUGH -IN BOX F( BELL AS REQUIRE SPRINKLER SYSTI (BY SPRINKLER C, WATER FLOW SW SPRINKLER CONT PROVIDE 3/4" LIQI TIGHT CONDUIT. SUPERVISORY (U SWITCH (BY SPRII CONTRACTOR) S% SHALL BE LOCATE THE 12 O'CLOCK POSITION. PROVIDE 1 1/4" PI CAULK AND MAKE EL34 PROVIDE 4 11/16"x 2 1/8" BOX. TO NEAREST 120V CIRCUIT PROVIDE 50 VA, 120/12/24 VOLT, 1a TRANSFORMER IN NEMA 1 ENCLOSURE. TRANSFORMER TO HAVE PRIMARY AND SECONDARY FUSE BLOCKS. PROVIDE TRANSFORMER, ENCLOSURE, AND FINAL CONNECTIONS. PROVIDE 3/4" CONDUIT TO 12"x12" ENCLOSURE. PROVIDE 1/2" FLEXIBLE CONDUIT FOR 24 VOLT WIRING. PROVIDE 3/4" FLEXIBLE CONDUIT. PROVIDE ALARM JUNCTION BOX FOR EACH VALVE AND STUB -OUT. SPRINKLER RISER PROVIDE EMPTY CONDUIT(S) WITH PULL STRING FOR REMOTE SYSTEM DEVICES AS REQUIRED. COORDINATE WITH WAL-MART CONSTRUCTION MANAGER. SPRINKLER SYSTEM TAMPER AND FLOW SWITCH CONNECTION NTS 06-07-01 EF11 NO CONNECTION OF ANY KIND SHALL BE MADE TO JOIST WEB MEMBERS OR JOIST BRIDGING BAR JOIST, TYP REF MANUFACTURER'S "GENERAL FITTINGS SPECIFICATIONS" FOR DESIGN BOLT TORQUE PROVIDE LOCKING UNISTRUT SPRING NUT PROVIDE 1/4" ALL -THREAD, 1-1/4" FENDER WASHER, LOCK WASHER AND NUT, TYP ALL -THREAD SHALL INSET BE A SOLID PIECE. NO SPLICES ALLOWED PROVIDE ALL -THREAD CONNECTION TO ELECTRICAL EQUIPMENT PROVIDE AIRCRAFT CABLE SUSPENSION SYSTEM FOR CONNECTION TO ELECTRICAL EQUIPMENT UNISTRUT PROVIDE LOCKING SPRING NUT, TYP UNISTRUT CAN BE MOUNTED TO THE TOP OF EITHER THE TOP CHORD OR BOTTOM CHORD OF THE BAR JOIST CONTRACTOR HAS THE OPTION TO USE PROVIDE 1/4" HEX HEAD BOLT, EITHER METHOD OF INSTALLATION SHOWN 1-1/4" FENDER WASHER, AND LOCK WASHER, TYP INSET PROVIDE UNISTRUT PER SPECIFICATIONS. LENGTH AS REQUIRED TO SPAN JOISTS. SECURE TO TOP CHORD OF BAR JOIST UNISTRUT SHALL SUPPORT NO MORE THAT 100LBS IF P3300 IS USED AND NO MORE THAN 215LBS IF P3000 IS USED TOP CHORD OF BAR JOIST GENERAL ELECTRICAL CONNECTIONS TO STRUCTURE NTS 11.27.09 EL33 CABLE WHIPS OUT OF POWER POLE SHALL BE INSTALLED IN A NEAT AND WORKMAN -LIKE MANNER. ROUTE CABLE WHIPS TO TERMINATIONS ALONG UNISTRUT OR STRUCTURE AND SUPPORT EVERY 12" TO 24". EXCESS CABLE SHALL BE TIGHTLY COILED AND ATTACHED TO UNISTRUT OR JOIST. 12" PVC SLEEVE 2-1/2" UNISTRUT STRAP FIRMLY CLAMPED TO CONDUIT POWER POLE 2-1/2" INSt I PVC CONDUIT INSET: CLAMP A 12" LENGTH OF PVC CONDUIT AND RUN THE POWER POLE THROUGH ITS CENTER NO CONNECTION OF ANY KIND SHALL BE MADE TO JOIST WEB MEMBERS, JOIST BRIDGING, OR ROOF DECK. MAINTAIN MINIMUM 6" CLEARANCE FROM TOP OF POWER POLE TO ROOF DECK. REF MANUFACTURER'S"GENERAL FITTINGS SPECIFICATIONS" FOR DESIGN BOLT TORQUE. EXTEND POWER POLE 3" MIN ABOVE CL OF UNISTRUT INSTALL CEILING FLANGE PROVIDED WITH POLE FOR STORES WITH LAY -IN CEILING CONTRACTOR SHALL ATTACH POWER POLE TO CHECKOUT STAND PER MANUFACTURER RECOMMENDATIONS PROVIDE UNISTRUT PER SPECIFICATIONS. LENGTH AS REQUIRED TO SPAN JOISTS. SECURE TO BOTTOM CHORD OF BAR JOIST. PROVIDE 1/4" BOLT AND 1-1/4" FENDER UNISTRUT WASHER TYP PROVIDE UNISTRUT P1026 ANGLE FITTING OR r EQUAL PROVIDE 1-1/4" FENDER WASHER, INSET BOTTOM LOCK WASHER AND CHORD OF NUT, TYP BAR JOIST INSET: MOUNT UNISTRUT ABOVE BOTTOM CHORD OF BAR JOISTS USING 1/4" BOLTS, WITH FENDER WASHERS AND FINISH FI LOCK WASHERS BETWEEN BOLT HEAD AND JOIST FLANGE ED FLOOR POWER POLE CONNECTION NTS 07.31.12 EP42 GENERAL NOTES 08.31.12 EN08 1. FURNISH AND INSTALL ALL MATERIALS, EQUIPMENT, AND LABOR, FOR A COMPLETE INSTALLATION IN ALL RESPECTS, READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH NEC, NESC, STATE, AND LOCAL CODES, AND MANUFACTURER'S RECOMMENDATIONS. PAY ALL NECESSARY FEES AND PERMITS. A. NO CIRCUITRY SHALL BE ALLOWED TO BE ROUTED ACROSS THE ROOF OR THE EXTERIOR SIDE OF THE EXTERIOR WALLS. B. ALL EQUIPMENT SHALL BE UL LISTED WHERE APPLICABLE. C. ARRANGE ALL WORK TO MINIMIZE DISRUPTIONS TO STORE OPERATIONS. COORDINATE ALL DISRUPTIONS WITH WALMART CONSTRUCTION MANAGER AND STORE MANAGER. D. CONTRACTOR SHALL VERIFY ALL WALL FINISH THICKNESS BEFORE INSTALLING BOXES. FURNISH AND INSTALL EXTENDED BOXES OR BOX EXTENDERS WHERE REQUIRED. E. CONTRACTOR SHALL VERIFY THAT ALL AFFECTED PANELBOARDS HAVE CIRCUIT BREAKER KNOCKOUTS PROPERLY COVERED AND THAT ALL TRIM IS IN GOOD CONDITION, ALLOWING NO ACCESS TO LIVE PARTS. 2. PROVIDE SEALS AT RACEWAY PENETRATIONS AS FOLLOWS: A. FIRE RATED WALLS: SEAL PER SPECIFICATIONS FOR FIRE STOPPING. B. NEUTRALIZATION AREA: SEAL PER MECHANICAL DETAIL. C. FREEZER/COOLER BOXES: SEAL WITH EXPANDING FOAM SEALANT. D. EXTERIOR: REFER TO ARCHITECTURAL DOCUMENTS FOR SEALING REQUIREMENTS AT ALL EXTERIOR MOUNTED DEVICES, FIXTURES, ENCLOSURES, AND RACEWAY PENETRATIONS. 3. PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR (SIZE PER NEC) IN PVC TYPE CONDUIT, POWER CIRCUITS, ISOLATED GROUND CIRCUITS, OR AS SHOWN ON PLANS. CONDUIT SHALL BE SIZED PER NEC BASED ON THWN 600 VOLT COPPER SINGLE CONDUCTORS, PLUS THE EQUIPMENT GROUNDING CONDUCTOR. 4. WIRING DEVICES: DEVICE MOUNTING HEIGHTS ARE FROM FINISHED FLOOR TO CENTER OF OUTLET BOX UNLESS NOTED OTHERWISE ON PLANS. COORDINATE THE STANDARD MOUNTING HEIGHTS WITH MASONRY: A. SWITCHES +46" B. RECEPTACLES +20" C. VOICE/DATA +20" 5. WIRING SHALL INCLUDE FINAL CONNECTION TO ALL EQUIPMENT IN CONFORMANCE WITH EQUIPMENT SUPPLIER WIRING DIAGRAMS. 6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE PANELBOARD IDENTIFICATION SCHEDULES FOR PANELBOARDS AFFECTED BY REMODEL. 7. NEW OVERCURRENT PROTECTIVE DEVICES INSTALLED IN EXISTING PANELBOARDS OR DISTRIBUTION BOARDS SHALL MATCH THE TYPE AND AIC RATING OF EXISTING OVERCURRENT PROTECTIVE DEVICES. 8. BRANCH CIRCUIT CONDUCTORS SHALL BE MINIMUM #12 AWG UNLESS NOTED OTHERWISE IN SCHEDULES. WHERE 20A BRANCH CIRCUITS HAVE #8 AND LARGER WIRE SPECIFIED, #10 AWG WIRE SHALL BE USED FOR THE FINAL CONNECTION (15-FT MAXIMUM). 9. WHERE BRANCH CIRCUITS ARE GROUPED, SIZE CONDUIT AND DERATE CURRENT CARRYING CONDUCTORS PER NEC. 10. SUPPORTS FROM STRUCTURE: NO ATTACHMENT OF ANY TYPE SHALL BE MADE TO BRIDGING OR JOIST WEB MEMBERS. UTILIZE ONLY THE TOP AND BOTTOM CHORDS FOR SUPPORTING THE ELECTRICAL SYSTEM INSTALLATIONS. 11. DEVICES SHOWN ON COOLER/FREEZER PANELS SHALL BE SURFACE MOUNTED UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL DOCUMENTS FOR CONDUIT INSTALLATION AND SEALING REQUIREMENTS. 12. ONLY FEEDER CIRCUITS NOTED ON THE ONE LINE DIAGRAM AND BRANCH CIRCUITS NOTED BY LEGEND SHALL BE INSTALLED UNDER SLAB. ALL OTHER FEEDER AND BRANCH CIRCUITS SHALL BE INSTALLED OVERHEAD. PROVIDE EXTERIOR COATED GRC BENDS ON ALL CONDUIT RUNS THAT HAVE 45 DEGREE BENDS OR GREATER. REF SPECIFICATIONS. 13. SEISMIC ZONE REQUIREMENTS: PROVIDE EXPANSION COUPLINGS AND BRACING FOR ELECTRICAL EQUIPMENT AS REQUIRED BY LOCAL CODES. 14. EXISTING ELECTRICAL AND ALARM: A. WHERE DEMOLITION OR NEW CONSTRUCTION INTERRUPTS EXISTING ELECTRICAL CIRCUITS FEEDING EXISTING EQUIPMENT, DEVICES, OR LIGHTING TO REMAIN, BUT NOT SHOWN ON DRAWINGS, PROVIDE LABOR AND MATERIALS TO REWORK CIRCUITRY, AS REQUIRED, TO MAINTAIN EXISTING OPERATION. B. IF DEMOLITION OR NEW CONSTRUCTION WILL DISRUPT EXISTING UNDERGROUND SERVICES (ELECTRICAL, TELEPHONE, PARKING LOT LIGHTING CIRCUITRY, ETC.) PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO REROUTE, SLEEVE, OR OTHERWISE REWORK THESE SERVICES TO MAINTAIN THEIR EXISTING OPERATION. C. EXERCISE CAUTION AROUND ALARM AND SECURITY CABLES DURING DEMOLITION AND CONSTRUCTION. PROTECT ALARM AND SECURITY CABLES FROM ACCIDENTAL DAMAGE SO THAT SYSTEMS REMAIN OPERATIONAL AT ALL TIMES. D. DISPOSE OF ALL REMOVED MATERIALS, UNLESS OTHERWISE NOTED. 15. EXISTING ELECTRICAL DEMOLITION: A. GENERAL: REMOVE OR RELOCATE EXISTING ELECTRICAL EQUIPMENT CONDUIT, AND CONDUCTORS AS INDICATED ON THE DRAWINGS, OR ONLY AS REQUIRED BY DEMOLITION. REMOVE ALL PANELBOARDS, DISCONNECT SWITCHES, BOXES, RELAYS, TIME SWITCHES, LIGHTS, DEVICES, ETC., WHICH WILL NOT BE REUSED. B. SALES FLOOR: REMOVE UNUSED POWER DROP CONDUIT, CONDUCTORS AND RELATED DEVICES SERVING SALES AREA GONDOLAS BEING RELOCATED OR REMOVED. EXISTING CONDUIT AND CONDUCTORS MAY BE REUSED FOR NEW POWER DROPS WHERE SIZE, RATING, AND CONDITION MEET REQUIREMENTS INDICATED ON PLANS AND ALL U.L. RATINGS. REMOVE ALL UNUSED CONDUIT AND CONDUCTORS BACK TO POINT OF ORIGIN WHENEVER FEASIBLE AND RELABEL DEMOLISHED CIRCUITS AS "SPARE". PROVIDE HANDLE DEVICE TO LOCK "SPARE" CIRCUIT BREAKER IN THE "OFF" POSITION. C. CONDUIT AND WIRING TO BE ABANDONED IN CEILING SPACES AND OTHER NON-PUBLIC AREAS (I.E., THROUGH STOCKROOM AREA): CUT WIRING LOOSE AND REMOVE FROM RACEWAY(S), LEAVING RACEWAY(S) IN PLACE. CONDUIT TO BE ABANDONED IN WALLS OR FLOORS SHALL BE REMOVED BACK TO FINISHED SURFACE AND CAPPED INSIDE. REPAIR SURFACE(S) TO MATCH ADJACENT. D. ALL CIRCUIT BREAKERS SERVING BRANCH CIRCUITS TO BE ABANDONED OR REMOVED SHALL REMAIN IN RESPECTIVE PANELBOARD FOR FUTURE USE, UNLESS NOTED OTHERWISE ON DRAWINGS. PROVIDE HANDLE DEVICE TO LOCK "SPARE" CIRCUIT BREAKER IN THE "OFF" POSITION. E. DEMOLISHED FLUORESCENT LIGHT FIXTURES: REFER TO SELECTIVE SITE DEMOLITION SPECIFICATION FOR DISPOSAL OF LIGHT FIXTURE. F. BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. 16. EXISTING FIRE ALARM TAMPER AND FLOW SWITCHES, AND ASSOCIATED ALARM WIRING SHALL REMAIN, IF IN GOOD CONDITION. IF NOT IN GOOD CONDITION, OR IF THERE IS NO ALARM WIRING, FURNISH AND INSTALL CONDUIT, BOXES, AND FITTINGS AS SHOWN ON THE FIRE ALARM TAMPER AND FLOW SWITCH CONNECTION DETAIL AND AS REQUIRED BY STATE AND LOCAL CODES AND/OR ORDINANCES. CONNECTION TO FIRE ALARM WILL BE BY WALMART ALARM DIVISION. 17. ETHERNET CABLE: A. FURNISH AND INSTALL JUNCTION BOXES AS SHOWN ON PLANS. PROVIDE CONDUIT AS REQUIRED BY LOCAL CODES AND/OR ORDINANCES. B. ETHERNET CABLE IS FURNISHED BY OTHERS. C. ELECTRICAL CONTRACTOR SHALL INSTALL CABLE IN POWER POLES. D. ELECTRICAL CONTRACTOR SHALL INSTALL OTHER CABLE AS DIRECTED BY WALMART CONSTRUCTION MANAGER. z wwx �W uIr a m W +^' .5 _ w� o�t W U LL U L, H U U0 ~Q 08 <6 W = 0 ,o awa�o D � a m zwmw aOZOZ� LL m��zF�zW� w w =9LLpaOw3rz f-ULLW WOLLOR'WO a ���Hw�wzmow O LL w y a<t W. Zzrn�m �� �a�W�ia> m z O��Z�Dozzz mW �awa2T.ub, 0. , yaADW�a=UOZa Q J zrJ��OFaZ��F ao d ww=azw�-owcoanznwi J O o��Ywomowog x�-wa-,=g�z�cnx P: N21MZ -LOB-Q Cq �F-w =wo<DWIL WUWWD= HONUowmowX.Jwxa1- Zy w� o W co WLu M E W Z N�' o �Y 4p Z ego _ ~� coMa =W WW W < J o D 0 z 0 U J w a %0 0 �� U, 00 � �^ z V, w J cfl _!O ti O Z o o W � O co It N 1 w m z m O ISSUE BLOCK CHECKED BY: HLW/GGW DRAWN BY: PTM PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 t, 4 No, 913 � Q ELECTRICAL DETAILS EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH TWlq KAI(l\I m Ffl(.F SHEET: E3 BUILDING ELEC TRIO AL `•ERVIC E U-)AD SUMMAR',' BUILDING OC I-. I_1PANC i T iPE: M BI_IILDING �01_IARE FCICITAGE: �05,8��1 ERVIC E DES(--. RIPTIC)h: �30i ^„V 3 F H U=1A.D DES(-- RIPTION nnected VA E-mand FA(-- TOP, Demand I' VA EXISTING PEA[, IJTILITi LOAD (d-) 0.9 pf NiA 1_5 HVAC - SUMMER 0.00 100-' C),IDFI HVAC - WINTER 0.01-) 100% 0.0Fj LIGHTING ,PEP NEB-220) 15.�- 1=L 1?_="I PE(- EPTAC LE _• 0.'_ C 10C 5 i aij H ITCHEN EOI_IIPMEIIT 83.-t1 10IY7 83.41 Mi_,Tr IR b-)AD_ LAF(-EST M(-)TCrF• L,-)AD ,- I O.Cu-I ;I_IPPLEME ITAL ELE_ TRIO HEAT O.CC 100r �_00 MI�­= ELLA.NE1=11)'=• D-JUIPMENT REFRIGERATI(-)N EOUIPMENT 1 4 100 1 4 DI_'PLA, �_-A_SE �•I(;I1AI;E 1 I_II_i 1_5 _l.i_II_1 •HC,W WI1'IP(-V TF'4CF, LIGHTING ���.�=C, PEF' f1E,_ E`TEFI(_)R LIt_HTI(If, _I,TI^ 1 1_5� D5- E-<1�-EJING L,-)AD Tf=) BE DELETED 10�°'.4 11 Inp -t TOTAL LOAD v/A 1544.-3 T=rTAL AMPAC IT r - _-h 4MPS 1F"ff, "n^ ERVIC E A,MPA(- I T i 4 0C 7n AMP =• Tn�_�i_�.,��_ =PARE C APAC IT i A.MPS 1 T- *PLI- LI IILI I I i_)MP!A.fJ i BILLIi PEAI DEMAND OF I1 14 1" W Jun— I-, COORDINATE ALL CHANGES TO EXISTING ELECTRICAL SERVICE AND METERING WITH UTILITY COMPANY. STORE ADDRESS: WALMART GENERAL REMODEL 7631 GALL BLVD ZEPHYRHILLS, FL UTILITY COMPANY: DUKE ENERGY CONTACT: TRISH CELLAMARE EMAIL: TRISH.W.CELLAMARE@PGNMAIL.COM INCOMING PRIMARY 1--------- EXISTING 1500KVA UTILITY TRANSFORMER i 480Y/277V, 30, 4W I 1 ---- -----------------_---- I I I 1 EXISTING DISTRIBUTION SYSTEM IS SERIES RATED. E.C. SHALL PROVIDE CIRCUIT BREAKER(S) THAT WILL MAINTAIN EXISTING MANUFACTURER'S U.L. LISTED SERIES RATED SYSTEM. M SWB HIS ------ i i�� 1--------------------------- ----1 SHUNT TRIP 1 SHUNT TRIP 4000 AMPS 480Y/277V 31:14W -------------------- 800A / 600A / 600A 600A 800A / 600A --------(---- ST GFR-----r\---- ST GFR C 3P ` 3P ` 3P 3P 3P ` 3P L-0 1600A L-O 4000A ETR ETR ETR ETR ETR ETR 3P 3P GEN KIRK KEY BKR MAIN INTERLOCK, SECTION 3 1 SECTION 2 SECTION 1 ------------------------------------------- EXISTING EXISTING EXISTING PNLBD PNLBD PNLBD H1B1 H1A H1132 480Y/277V 480V 480Y/277V EXISTING PNLBD H2B � 1 480Y/277V I 1 � 1 T2D I I - ELEC RM 1 30KVA480V- ' 208Y/120V I (EXISTING) I I - I 1 I EXISTING 1 PNLBD i L2D 208Y/120V 1 I ' MECH RM TI 75KVA 480V- 208Y/120V (EXISTING) T1 D2 75KVA 480V- 208Y/120V (EXISTING) EXISTING EXISTING EXISTING EXISTING EXISTING PNLBD PNLBD PNLBD PNLBD PNLBD H1P1 H1P2 L1D L1U L1D2 480Y/277V 480YI277V 208Y/120V 240Y/120V 208Y/120V I I 1 I 1 EXISTING I I I I I I I EXISTING EXISTING EXISTING UPS EXISTING EXISTING EXISTING EXISTING I PNLBD PNLBD PNLBD I UPS ROOM I BUSWAY BUSWAY PNLBD PNLBD I H3A H3B H3P -------------- i BL1B BL1A I I CHI I I CH2 I, 480Y/277V 480Y/277V 480Y/277V 208Y/120V 208Y/120V i i 480Y/277V i 480Y/277V i COMP. 1 1 I I I I COMP. 1 ELECTRONICS HOUSE 1 '-------- HOUSE 2 '--------- '--------------------- - 150KVA 480V- 208Y/120V I (EXISTING) , I ' EXISTING EXISTING EXISTING EXISTING I EXISTING PNLBD PNLBD PNLBD PNLBD Ii EXUPS STING PNLBD PARTIAL ONE -LINE DIAGRAM L3P L3D1 L36 L3D2 L3U ' 1 208Y/120V 208Y/120V 208Y/120V 208Y/120V I I 240Y/120V T I� i I' ELEC RM 3 ' I EQUIP ROOM '---------------------------j IF IT IS NECESSARY TO REMOVE A METER, RTU SERVER, CT OR DISRUPT THE COMMUNICATION OF THE SYSTEM, THE CONTRACTOR IS RESPONSIBLE TO RESTORE THE SYSTEM TO THE SAME LEVEL OF OPERATION THAT EXISTED PRIOR TO THE WORK BEING INITIATED. THE EXISTENCE AND FUNCTIONALITY OF THE SYSTEM SHALL BE VERIFIED BY CALLING WALMART BUILDING PERFORMANCE TEAM AT 479-204-0452 BETWEEN THE HOURS OF 7 AM UNTIL 5 PM CT. I EXISTING PNLBD i H4B I I 480Y/277V i , 1 T4D I TFS KVA 75KVAV-480V- Y/120V 1 (EXISTING)STING) K480 I , ' EXISTING SFS 225A EXISTING EXISTING S4D3 S4D4 150A —225A PNLBD H4C r 3P i ( EXISTING PNLBD PNLBD L4D1 L4D2 r 3P r 3P i ( EXISTING (EXISTING i 480Y/277V J 208Y/120V 208Y/120V j J ELEC RM 4 '--------------- ' EXISTING EXISTING EXISTING PNLBD PNLBD PNLBD LFS L4D3 L41134 208Y/120V 208Y/120V 208Y/120V U Z 4 `1 � Q � W Of Lu F- d' V Q CD � ix os o� -C w 0 L O O ~a x U a� w w >-O o > > >O w- ow, OF-> (1) ZwU aZZWO �� w o HOwploo -Ow !'LL w-'<U Q F-0�~'WZOZOwiU aU)Q Ow w. 0 LL >-~agw w w(xm aQ ai<OrIOT Iir--0 r Z 0 -W QLL�m8LLw O W 3/5 LL W-DOZZU=ZFZ _ 22-gHxw�<wUOOQ 5Z5LL OH ZxwF-ZO d >UJO�LLa.t��OfnaUZN �dmZ JUy J�WOOR'� om womwmG.TwOWo wa zw<o'�mQXDZmwx-g Fx- O N Uo O 0 a O W K J X X QF owl will W M F- E co W Z W c 0z zo W mm w�M J � oW D z E3 0 U J w 0 O O C--D CZ:::)L 00 ♦^ z �/ J w c C)D J 0 0 0 = z w 8 oco o = cn W N L w m 2 z m 0 I ISSUE BLOCK I CHECKED BY: HLW/GGW DRAWN BY: PTM PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 No. 6891E STATE OF ' aq I I ELECTRICAL ONE -LINE DETAILS AND SCHEDULES EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING PNLBD PNLBD PNLBD PNLBD PNLBD PNLBD LVC LHC LTS1 LTS2 BANK LP 208Y/120V 208Y/120V 208Y/120V 208Y/120V 240Y/120V 208Y/120V SHEET: E4 H1 P1 (EXISTING) PANELBOARD 480Y/277V, 3PH, 4W SERVES: LIGHTING 200A MCB LOCATION: EDC1 MOUNTING: SURFACE EQUIPMENT GROUND BUS DESCRIPTION WIRE BRKR PL KVA A KVA B KVA C PL BRKR WIRE DESCRIPTION 1 SALES FLOOR LIGHTING (13) 20 1 2.44 1.68 1 20 BOOTWALL LIGHTING (13) 2 3 SALES FLOOR LIGHTING (13) 20 1 2.44 1.73 1 20 SECURITY LIGHTING (13) 4 5 SALES FLOOR LIGHTING (13) 20 1 3.17 3.05 1 20 SECURITY LIGHTING (13) 6 7 SALES FLOOR LIGHTING (13) 20 1 3.90 2.32 1 20 PERIMETER LIGHTING (13) 8 9 SALES FLOOR LIGHTING (13) 20 1 3.90 2.32 1 20 PERIMETER LIGHTING (13) 10 11 SALES FLOOR LIGHTING (13) 20 1 3.90 2.20 1 20 PERIMETER LIGHTING (13) 12 13 SALES FLOOR LIGHTING (13) 20 1 3.66 2.32 1 20 PERIMETER LIGHTING (13) 14 15 SALES FLOOR LIGHTING (13) 20 1 3.90 2.32 1 20 PERIMETER LIGHTING (13) 16 17 SALES FLOOR LIGHTING (13) 20 1 3.90 2.20 1 20 PERIMETER LIGHTING (13) 18 19 SALES FLOOR LIGHTING (13) 20 1 3.66 2.73 1 20 GM DOCK LTG (13) 20 21 SALES FLOOR LIGHTING (13) 20 1 3.66 3.89 1 20 BREAKRM/LAYAWAY LTG (13) 22 23 SALES FLOOR LIGHTING (13) 20 1 3.66 4.02 1 20 REAR STCOKRM LTG (19) 24 25 SALES FLOOR LIGHTING (13) 20 1 4.15 2.91 1 20 REAR STCOKRM LTG (19) 26 27 SALES FLOOR LIGHTING (13) 20 1 4.03 3.29 1 20 R. GROC. DOCK LTG (13) 28 29 SALES FLOOR LIGHTING (13) 1 20 1 3.66 1.44 1 20 EXIT & EMERGENCY LTG(3,19) 30 31 SALES FLOOR LIGHTING (13) 20 1 4.15 1 20 SPARE (19,21) 32 33 SALES FLOOR LIGHTING (13) 20 1 4.15 SPACE 34 35 SALES FLOOR LIGHTING (13) 20 1 4.15 SPACE 36 37 SALES FLOOR LIGHTING (13) 20 1 4.15 SPACE 38 39 SALES FLOOR LIGHTING (13) 20 1 4.15 SPACE 40 41 SALES FLOOR LIGHTING (13) 20 1 4.15 SPACE 42 TOTAL 38.07 39.78 39.50 KVA PER NEC ARTICLE 220 137 144 143 AMPS TOTAL LOAD 117.35 KVA 141 AMPS FEEDER LOAD 146.69 KVA 176 AMPS H3P (EXISTING) PANELBOARD 480Y/277V, 3PH, 4W SERVES: LIGHTING 200A MCB LOCATION: EDC3 MOUNTING: SURFACE EQUIPMENT GROUND BUS DESCRIPTION WIRE BRKR PL KVA A KVA B KVA C PL BRKR WIRE DESCRIPTION 1 PYLON SIGN (13) 20 2 1.08 3.66 1 20 SHADE CLOTH LIGHTING (13) 2 3 1.08 2.93 1 20 LEXAN CANOPY LIGHTING(13) 4 5 PARKING LOT LIGHTING (13) 20 2 1.62 3.66 1 20 GARDEN CTR LIGHTING (13) 6 7 1.62 3.60 1 20 PERIMETER LIGHTING (13) 8 9 PARKING LOT LIGHTING (13) 20 2 2.16 3.60 1 20 PERIMETER LIGHTING (13) 10 11 2.16 3.48 1 20 PERIMETER LIGHTING (13) 12 13 PARKING LOT LIGHTING (13) 20 2 2.16 4.27 1 20 VISION CTR LIGHTING(13) 14 15 2.16 2.68 1 20 VESTIBULE LIGHTING (13) 16 17 PARKING LOT LIGHTING (13) 20 2 3.24 1.81 1 20 1 HAIR CARE LIGHTING (13) 18 19 3.24 2.56 1 20 PHARMACY LIGHTING (13) 20 21 PARKING LOT LIGHTING (13) 20 2 3.24 2.74 1 20 TENANT WALL LIGHTING (13) 22 23 3.24 1.03 1 20 TENANT LIGHTING (13) 24 25 PARKING LOT LIGHTING (13) 20 2 3.24 SPACE 26 27 3.24 0.46 1 20 EM GARDEN CTR LTS (3,19) 28 29 PARKING LOT LIGHTING (13) 20 2 1.62 1 SPACE 30 31 1.62 1 20 SPARE (19,21) 32 33 PARKING LOT LIGHTING (13) 20 2 2.16 1 20 SPARE (19,21) 34 35 2.16 1 20 SPARE (19,21) 36 37 PARKING LOT LIGHTING (13) 20 2 2.70 1 20 SPARE (19,21) 38 39 2.70 1 20 SPARE (19,21) 40 41 SPACE 1 20 SPARE (19,21) 1 42 TOTAL 29.75 29.15 24.02 KVA PER NEC ARTICLE 220 107 105 87 AMPS TOTAL LOAD 82.92 KVA 100 AMPS FEEDER LOAD 103.65 KVA 125 AMPS H4B (EXISTING) PANELBOARD 480Y/277V, 3PH, 4W SERVES: GROCERY 480V EQPMT 600A, MLO LOCATION: EDC4 MOUNTING: SURFACE EQUIPMENT GROUND BUS DESCRIPTION WIRE BRKR PL KVA A KVA B KVA C PL BRKR WIRE DESCRIPTION 1 45.85 2.49 2 3 TRANSFORMER T4D (13) 225 3 49.24 2.49 3 20 WASH SINK (13) 4 5 50.62 2.49 6 7 24.13 9.72 8 9 TRANSFORMER TFS (13) 125 3 27.48 9.72 3 50 AIR CURTAIN #1 (13) 10 11 30.25 9.7-1 12 13 24.58 6.00 2 35 8 D026C(A) BIB VAT (2,15) 14 15 AHU-1 (13) 150 3 24.58 6.00 16 17 24.58 SPACE 18 19 3.88 11.90 20 21 COMPACTOR (13) 30 3 3.88 11.90 3 60 6 D026C(B) VAT FRYER(2,15,19) 22 23 3.88 11.90 1 1 24 25 11.90 26 27 SPACE 11.90 3 60 6 D026C(B) VAT FRYER(2,15,19) 28 29 11.90 30 31 7.69 32 33 SPACE 12.17 3 60 PNLBD H4C (13) 34 35 6.86 36 TOTAL 148.14 159.36 152.20 KVA PER NEC ARTICLE 220 535 575 549 AMPS TOTAL LOAD 459.71 KVA 553 AMPS FEEDER LOAD 390.46 KVA 470 AMPS 1-14C (EXISTING) PANELBOARD 480Y/277V, 3PH, 4W SERVES: GROCERY LIGHTING 100A, MLO LOCATION: EDC4 MOUNTING: SURFACE EQUIPMENT GROUND BUS DESCRIPTION WIRE BRKR PL KVA A KVA B KVA C PLI BRKRI WIRE DESCRIPTION 1 PRODUCE/SEAFOOD LTG (13) 20 1 2.60 2.44 1 20 RADIO GRILL LTG (13) 2 3 BAKERY LTG (19) 20 1 2.73 1.92 1 20 F. GROC. STOCKROOM (19) 4 5 DELI LTG (13) 20 1 3.74 3.12 1 20 COURTESY DESK LTG (19) 6 7 MEAT PREP (13) 20 1 1.77 3.32 1 20 VESTIBULE LTG (13) 8 9 GROCERY SALES LTG (19) 20 1 3.05 2.25 1 20 TENANT SPACE LTG (13) 10 11 SPARE (19,21) 20 1 1 20 SPARE (19,21) 12 13 SPARE (19,21) 20 1 SPACE 14 15 SPARE (19,21) 20 1 SPACE 16 17 SPARE (19,21) 20 1 SPACE 18 TOTAL 10.13 9.94 6.86 KVA PER NEC ARTICLE 220 37 36 25 AMPS TOTAL LOAD 26.93 KVA 32 AMPS FEEDER LOAD 33.66 KVA 40 AMPS Y L3D1 (EXISTING) PANELBOARD 208Y/120V, 3PH, 4W SERVES: GENERAL POWER 225A, MLO LOCATION: EDC3 MOUNTING: SURFACE EQUIPMENT GROUND BUS ISOLATED GROUND BUS DESCRIPTION WIRE BRKR PL KVA A KVA B KVA C PL BRKR WIR DESCRIPTION 1 PNLBD L3U (13) 50 2 3.08 0.87 1 20 FRONT CHECKOUTS (13) 2 3 2.44 1.77 1 20 FRONT CHECKOUTS (13) 4 5 WH-1 (13) 30 2 2.25 1.77 1 20 FRONT CHECKOUTS (13) 6 7 2.25 1.77 1 20 FRONT CHECKOUTS (13) 8 9 46E COSMETICS (25) 10 20 1 1.00 1.77 1 20 FRONT CHECKOUTS (13) 10 11 46E COSMETICS (25) 10 20 1 1.00 1.77 1 20 FRONT CHECKOUTS (13) 12 13 1.20 0.90 1 20 LOSS PREVENTION (13) 14 15 CHICKEN WARMER (13) 60 3 1.20 2.00 1 30 WH-5 (13) 16 17 1.20 0.95 1 20 FRONT TOILET SENSORS (13) 18 19 46E COSMETICS (25) 10 20 1 1.00 0.64 1 20 JEWELRY IG POWER (13) 20 21 46E COSMETICS (19,25) 10 20 1 0.80 0.84 1 20 JEWELRY (13) 22 23 PAINT BOOTH (13) 20 1 1.03 0.84 1 20 JEWELRY (13) 24 25 PAINT BOOTH (13) 20 1 0.80 1.08 1 20 COLUMN RECEPTS (13) 26 27 PAINT BOOTH (13) 20 1 0.72 1.44 1 20 COLUMN RECEPTS (13) 28 29 SIDEWALK REGISTER (13) 20 1 0.24 1.44 1 20 COLUMN RECEPTS (13) 30 31 GARDEN REGISTER (13) 20 1 0.36 0.90 1 20 RTU-8,9,10,11,12 (13) 32 33 SPORTING GOODS (13) 20 1 0.96 1.00 1 1 20 10 46E COSMETICS (25) 34 35 SURVEILLANCE SYS (13) 20 1 1 1.14 1.00 1 20 10 46E COSMETICS (25) 36 37 SURVEILLANCE SYS (13) 20 1 1.14 SPACE 38 39 RTU-16,17,18,19 (13) 20 1 0.72 0.54 1 20 RAINBIRD CONTROLLER (13) 40 41 EDC3 RECEPTS (13) 20 1 1 0.18 0.18 1 20 RX DEMO (13) 42 TOTAL 15.99 17.20 14.99 KVA PER NEC ARTICLE 220 133 143 125 AMPS TOTAL LOAD 48.18 KVA 134 AMPS FEEDER LOAD 46.84 KVA 130 AMPS L3P (EXISTING) PANELBOARD 208Y/120V, 3PH, 4W SERVES: GENERAL POWER 250A, MLO LOCATION: EDC3 MOUNTING: SURFACE EQUIPMENT GROUND BUS DESCRIPTION WIRE BRKR PL KVA A KVA B KVA C PL BRKR WIRE DESCRIPTION 1 EXISTING LOAD (13) 20 1 1.00 1.10 1 20 STORE FRONT SIGN (13) 2 3 EXISTING LOAD (13) 20 1 1.00 1.10 1 20 STORE FRONT SIGN (13) 4 5 SIDEWALK REG. (13) 20 1 0.18 1.00 1 20 TENANT SIGNAGE (13) 6 7 SIDEWALK REG. (13) 20 1 0.18 1.00 1 20 TENANT SIGNAGE (13) 8 9 TOY GOND&ACT. ALLEY (13) 20 1 0.54 1.20 1 20 EXISTING LOAD (13) 10 11 SEASONAL GONDOLA (13) 20 1 1.44 1.08 1 20 SEASONAL (13) 12 13 46E COSMETICS (19,25) 10 20 1 1.00 1.00 1 20 10 46E COSMETICS (19,25) 14 15 46E COSMETICS (19,25) 10 20 1 1.00 1.00 1 20 8 46E COSMETICS (19,25) 16 17 BOOTWALL (13) 20 1 0.50 F 10-0 1 20 8 46E COSMETICS (19,25) 18 19 GREETING CARDS (13) 20 1 0.20 1.00 1 20 10 46E COSMETICS (19,25) 20 21 GREETING CARDS (13) 20 1 0.20 1.08 1 20 GC GONDOLA (13) 22 23 GREETING CARDS (13) 20 1 0.20 0.72 1 20 1 LAMPS (13) 24 25 GREETING CARDS (13) 20 1 0.55 0.36 1 20 MUSICAL ESC&PRIVE VER (13) 26 27 GREETING CARDS (13) 20 1 0.45 1.92 1 20 CEILING FANS (13) 28 29 GREETING CARDS (13) 20 1 0.48 0.72 1 20 POWER DROP (13) 30 31 GC GONDOLA (13) 20 1 1.08 0.54 1 20 SEASONAL (13) 32 33 GC GONDOLA (13) 20 1 1.08 0.54 1 20 SEASONAL (13) 34 35 EXISTING LOAD (13) 20 2 1.20 1.08 1 20 GC WALL (13) 36 37 1.20 0.40 1 20 CIGARETTE (13) 38 39 EXISTING LOAD (13) 20 2 L1.20 0.50 1 20 EXISTING LOAD (13) 40 41 1 1.20 0.50 1 20 EXISTING LOAD (13) 42 TOTAL 10.61 12.81 11.30 KVA PER NEC ARTICLE 220 88 107 94 AMPS TOTAL LOAD 34.72 KVA 96 AMPS FEEDER LOAD 39.76 KVA 110 AMPS LVC (EXISTING) PANELBOARD 208Y/120V, 3PH, 4W SERVES: VISION CENTER 100A, MLO LOCATION: VISION CENTER MOUNTING: RECESSED EQUIPMENT GROUND BUS DESCRIPTION WIRE BRKR PL KVA A KVA B KVA C PL BRKR WIRE DESCRIPTION 1 WATER HEATER (13) 25 1 2.00 0.72 1 20 OPTICAL SALES RECEPS(13) 2 3 RECEPTACLES (13) 20 1 0.54 0.36 1 20 DISPENS TBL RECEPS(13) 4 5 RECEPTACLES (13) 20 1 0.90 1.25 1 20 REMOTE TRACER (13) 6 7 LAB PLUGMOLD (13) 20 1 0.54 0.36 1 20 DISPENS TBL RECEPS (13) 8 9 TINT BATH (13) 20 1 1.92 0.72 1 20 PRETEST RECEPTS (13) 10 11 LAB PLUGMOLD (13) 20 1 1 0.54 0.54 1 20 1 1 SALES RECEPTN RECEPS(13) 12 13 FAX MACHINE (13) 20 1 0.60 0.36 1 20 SALES RECEPTN RECEPS(13) 14 15 RECEPTACLES (13) 20 1 0.54 0.18 1 20 DISPENS TBL RECEPS (13) 16 17 OPTICAL SALES LIGHTING (13) 20 1 1.24 0.18 1 20 DISPENS TBL RECEPS (13) 18 19 EXAM ROOM DOWNLIGHTS (13) 20 1 0.36 0.90 1 20 EMR (19) 20 21 EXHAUST FAN (13) 20 1 0.40 1 20 SPARE (19,21) 22 23 SPARE (19,21) 1 20 1 1 1 20 SPARE (19,21) 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 TOTAL 5.84 4.66 4.65 KVA PER NEC ARTICLE 220 49 39 39 AMPS TOTAL LOAD 15.15 KVA 42 AMPS FEEDER LOAD 15.45 KVA 43 AMPS 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. W O W W > !Q O �W > > j0 28>w D O z W U a Z O Z g w p �O'WwW, Z nlz , w = Z LL� w LL W 0 0 0 � S(nLLWwO OLL'W a Sip~WwUz paw O z< WQrnEm as wQorQo=S'a z O W p W Q LL H LL W LL w Wr'jO zz W mz � C7UyQ�j�w�QW000Q ZEJwz-OHQZ,Qp -iO--ww0 QU W �dIr2ZJU�J�W00FE d py wwmw-a_�nOwOg LQ z��o�Qmowa�-w FO NOO a")a0W(r�crirQF=- Oy W W � £ w W= �5z- L,R ? .0 � wo kN § � Y =� df Z ~ � W _ A �W z =W ww ! 2 O Y � c z O V J w 0 %0 0 C D C> L 00 '^ z w O O O o Zp =r- W O 00 00 W N w m D z m O ISSUE BLOCK CHECKED BY: HLW/GGW DRAWN BY: PTM PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 No® 6013 -,u STATE OF , PANELBOARD SCHEDULES SHEET: E4.1 � CH2F (EXISTING) PANELBOARD 208Y/120V, 3PH, 4W SERVES: REFRIG CASE FANS, RECEPS & HTRS 225A, MLO LOCATION: COMPRESSOR HOUSE 2 MOUNTING: SURFACE EQUIPMENT GROUND BUS DESCRIPTION WIRE BRKR PL KVA A KVA B KVA C PL BRKR WIRE DESCRIPTION 1 MTC-1 COIL FANS (13) 20 1 0.50 0.14 1 20 MTD-1 CASE FANS (13) 2 3 MTC-2 CASE FANS & HTRS (13) 20 1 1.11 0.14 1 20 MTD-2 CASE FANS (13) 4 5 MTC-3 COIL FANS (13) 20 1 0.76 1.01 1 20 MTD-3 COIL FANS (13) 6 7 MTC-4 CASE FANS (13) 20 1 0.42 0.50 1 20 MTD-5 COIL FANS (13) 8 9 MTC-5 CASE FANS (13) 20 1 1.06 0.72 1 20 MTD-7 CASE FANS (13) 10 11 MTC-6 CASE FANS (13) 20 1 1 0.38 0.72 1 20 MTD-8 CASE FANS (13) 12 13 MTC-8 CASE FANS (13) 20 1 0.60 1.51 1 20 MTD-9 COIL FANS (13) 14 15 MTC-10 CASE FANS (13) 20 1 0.54 1.51 1 20 MTD-9 COIL FANS (13) 16 17 MTC-11 CASE FANS (13) 20 1 0.90 1.51 1 20 MTD-9 COIL FANS (13) 18 19 MTC-12 CASE FANS (13) 20 1 0.48 1.12 1 20 MTD-9 DOOR HTRS (13) 20 21 MTC-13 CASE FANS (13) 20 1F 0.48 0.38 1 20 MTD-10 CASE FANS (13) 22 23 MTC-14 CASE FANS (13) 20 1 0.72 0.29 1 20 MTD-11 CASE FANS (2,19) 24 25 MTC-15 CASE FANS & HTRS (13) 20 1 1.70 0.29 1 20 MTD-11 CASE FANS (2,19) 26 27 MTC-16 CASE FANS (13) 20 1 0.60 1 20 SPARE (19,21) 28 29 MTC-17 CASE FANS (13) 20 1 0.60 0.14 1 20 MTC-7 CASE RECEPS (13) 30 31 MTC-18 CASE FANS & HTRS (13) 20 1 1.70 0.90 1 20 MTC-6 CASE RECEPS (13) 32 33 EXISTING LOAD (13,24) 20 1 0.50 1.62 1 20 MTC-5 CASE RECEPS (13) 34 35 SPARE (19,21) 20 1 0.18 1 20 MTC-15 CASE RECEPS (13) 36 37 SPARE (19,21) 20 1 0.18 1 20 MTC-15 CASE RECEPS (13) 38 39 SPARE (19,21) 20 1 0.18 1 20 MTC-18 CASE RECEPS (13) 40 41 SPARE (19,21) 20 1 0.18 1 20 MTC-18 CASE RECEPS (13) 42 TOTAL 10.04 8.85 7.39 KVA PER NEC ARTICLE 220 84 74 62 AMPS TOTAL LOAD 26.28 KVA 73 AMPS FEEDER LOAD 26.28 KVA 73 AMPS CH2L (EXISTING) PANELBOARD 208Y/120V, 3PH, 4W SERVES: REFRIGERATED CASE LIGHTS 225A, MLO LOCATION: COMPRESSOR HOUSE 2 MOUNTING: SURFACE EQUIPMENT GROUND BUS DESCRIPTION WIRE BRKR PL KVA A KVA B KVA C PL BRKR WIRE DESCRIPTION 1 MTC-2 CASE LTS (13) 20 1 0.49 0.83 1 20 MTC-14 CASE LTS (13) 2 3 MTC-4 CASE LTS (13) 20 1 0.48 0.69 1 20 MTC-16 CASE LTS (13) 4 5 MTC-5 CASE LTS (13) 20 1 0.97 0.55 1 20 MTC-17 CASE LTS (13) 6 7 MTC-6 CASE LTS (13) 20 1 0.72 0.94 1 20 MTD-1 CASE LTS (13) 8 9 MTC-7 CASE LTS (13) 20 1 0.14 0.94 1 20 MTD-2 CASE LTS (13) 10 11 MTC-8 CASE LTS (13) 20 1 0.92 0.83 1 20 MTD-7 CASE LTS (13) 12 13 MTC-10 CASE LTS (13) 20 1 0.80 0.83 1 20 MTD-8 CASE LTS (13) 14 15 MTC-11 CASE LTS (13) 20 1 1.39 1.11 1 20 MTD-9 DOOR LTS (13) 16 17 MTC-12 CASE LTS (13) 20 1 0.55 0.63 1 20 MTD-9 DOOR LTS (13) 18 19 MTC-13 CASE LTS (13) 20 1 0.55 1.08 1 20 MTD-10 CASE LTS (13) 20 21 EXISTING LOAD (13,24) 20 1 0.50 0.63 1 20 10 MTD-11 CASE LTS (2,6,19) 22 23 SPARE (19,21) 20 1 0.63 1 20 10 MTD-11 CASE LTS (2,6,19) 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 31 SPACE SPACE 32 33 SPACE SPACE 34 35 SPACE SPACE 36 37 ISPACE SPACE 38 39 SPACE SPACE 40 41 SPACE SPACE 42 TOTAL 6.24 5.88 5.08 KVA PER NEC ARTICLE 220 52 49 42 AMPS TOTAL LOAD 17.20 KVA 48 AMPS FEEDER LOAD 22.50 KVA 62 AMPS REFER TO SHEET E4.1 FOR PANELBOARD NOTES AND 20A WIRING SCHEDULE z c� L ~ Q Ir ~ w W V of mF +, I U) O � w LL L, U U F O ~Q x Ug ¢m w > (n o ZwU awz�zcr LL w o Fo1pwURxzZ`:lz W.xZLL1�'LLw000 Q ~�8�W'E ZOaw OLLF. OQ lw z fa- w X5W< W tULLa;! -W- WWt;oZ UFO Q 22QZ8O'.21Q LL -jxgotQZ�QN=aZOWOWFWWOOZ LL�wOOK U -a�AOWO O�IxaQ�-¢ ZN oddWaD�$OZ ¢v�Lu w ONO=xOww U - a wJQm<�g Zy o W W w M E W Q Luig d► 9 mME _ �Y Z wz oW J Q' ELI z O 0 O J w 0 O CD C D D O LJLLli 2 ♦^ �/ J Z w O J J cD o ti _ O � Z o 0 W co H o = U) W NW m M D z m O ISSUE BLOCK CHECKED BY: HLW/GGW DRAWN BY: PTM PROTO: 192 Sc PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 3 STAM OF >>y PANELBOARD SCHEDULES v, EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT' CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. SHEET: E4.2 PROVIDE UNISTRI CAP ON ALL EXP ENDS BELOW 9'-I EXISTING SUPPORT P( SECURITY CAME CONDUITS, TY UNISTRUT, P1001 OF EQUIVALENT WELDED TO POST @ 1 O.C. MAX. PER AWS WEL REQUIREMENTS. NEW 1" ELECTRIC, CONDUITS BY ELECTI CONTRACTOR. REFEF ELECTRICAL SHEE TLE WALL PIPE SUPPORT DETAIL NTS - ---(: G ) I--- i 16.489 I- _E.A.S. PEDESTAL 12 13 14 15 ENLARGED TLE PLAN ELECTRICAL KEYNOTES 16.149 REPLACE EXISTING LIGHT SWITCH WITH OCCUPANCY SENSOR. 16.489 RELOCATE, EXTEND, AND RECONNECT CIRCUITRY AND ELECTRICAL DEVICES FOR RELOCATED EQUIPMENT. VERIFY CONDITION OF BRANCH CIRCUITRY, CONDUIT AND WIRE TO ENSURE THEY MEET ALL U.L. RATINGS AND REPLACE AS REQUIRED. VERIFY FINAL LOCATION OF RELOCATED EQUIPMENT WITH WALMART CONSTRUCTION MANAGER PRIOR TO ROUGH -IN. d Y L = a ++ ww uJ U uJ I a a� mW o� t O w U ir L 0 O U O m ~a xg U Ir Q t^O W > (� O ZWU 0-92ZK W o �O�FwU�ZU'- w LLWCO1 • {-U) 'WUO Q 05Wmw ..� Q0LL z¢xwUPMz¢_ a0.ZaT.5U z 0 W lw -_jwom 8W11Zot2Z)Ozz ?uq 116wI0Q U00 f<5-0zV5xW,<j<NWZWFpUz mOJV�JWwOOR9 dQI ma_ pU wxa_mOwO w¢_�fDzxmx Z� ¢¢O OWaOw¢Fm HNHo owwmjxw O Zy o yW � m W M EIs u, W= Y _ W J rn 0 z 0 U %0 J W 0 O C O 0 LJL Q ♦^ �J, z w c o ti O .J _ = o z Z o W o8 ti m 0 = cn w N w m z m 0 ISSUE BLOCK CHECKED BY: HLW/GGW DRAWN BY: PTM PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 No, g13 STATE 01� ilm h TLE ELECTRICAL PLANS EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. SHEET: E5 2" CONDUITS TO JOIST LEVEL AS NEEDED FOR CABLING AND PROVIDE BUSHINGS EXISTING UNISTRUT TO AT EACH END TYP STRUCTURE AND TOP OF COOLER. MOUNT NEW CIM'S VERTICAL SO LED DISPLAY IS AT THE TOP THIS AREA DESIGNATED FOR CIM'S. I U REF CIM SCHEDULES FOR QUANTITY EXISTING I I WIREWAY EXISTING PLYWOOD BACKBOARD COOLER/FREEZER ROOF EXISTING CIM BACKBOARD NTS 09.29.05 WREE07 CIM/2-134 SCHEDULE 1 MTD-11a (SENSOR) "* 2 MTD-11b (SENSOR) ** 3 MTD-11c (SENSOR) ** 4 MTD-11d (SENSOR) ** 5 1 MTD-Ile (SENSOR) ** 6 MTD-11f (SENSOR) ** 7 SPARE 8 SPARE AUX SPARE COMPRESSOR HOUSE #2 I RACK'C' CONTROLLER I RACK'D' CONTROLLER CIM (D 1) CIM I (D2) CIM 1 (D3) ONE -LINE REFLECTS THE INTENDED DESIGN BASED ON NEW CASES AND EXISTING SYSTEM NUMBERS. VERIFY ALL EXISTING CONDITIONS AND LOCATION OF ALL EMS EQUIPMENT PRIOR TO ROUGH -IN. WIRE LEGEND WIR-1010 (TAN CABLE 18-2, 20-2 TWISTED PAIR) WIR-2020 (BLUE CABLE 22-2 TWISTED PAIR) BELDEN 8719 (16-2 TWISTED PAIR) BELDEN 8761 (22-2 TWISTED PAIR) BELDEN 8771 (22-3 TWISTED PAIR) BELDEN 9418 (18-4 W/DRAIN GROUND) BELDEN 1120A (18-3 TWISTED PAIR) NOTES: 1. ALL CABLE WIR-2020 UNLESS NOTED OTHERWISE. 2. ALL CABLE FURNISHED AND INSTALLED BY EMS CONTRACTOR. CIM/2 (D4) WIR-1010 (TYP) TEMPERATURE SENSOR (TYP) S -SEE CIM SCHEDULES WIR-2020 (TYP) PARTIAL REFRIGERATION EMS ONE -LINE DIAGRAM NTS CE �S MTD-11 I S I MTD-11e 1 2 3 4 REFRIGERATION ENERGY MANAGEMENT PLAN 1 1 /8" = 1'-0" NOTE: ALL WORK ON THIS SHEET IS C TO BE COMPLETED BY WALMART C APPROVED CONTRACTOR. U�2 W fq L wY ~¢ Hcr � 02 N m jr w oD pq L W]7 U 0 U {� U 0 O ~a =g U ¢ c^O w W., Q' J(r� W > > no ! W O h} (� O D ZWU aZ2ZR W o r�wU�Ozv�� w 2ZOu.-T'LLw000 G rmLL_F�pOo�'U � �Ho wav>QOOw O a¢ U)Qpap=Sv~gym Z �nw p w�o¢zwFam=wzu �O w z m(90¢ 2_ o:o0U~ !w tnmozcz¢wNflw<-� WUow�wo0�D oo()amw-(n0w0d. mwaDF-o w 0¢XZjXWQF- 2ig F-00 COw Z �W m � r, W wz=tea, wLuXg eeo m ze Y Cm i Z mu WZ O M z o U J w 2 0 %0 o c� �Lu 00 - w w j ti _ o 0 0 3:z W oco /F/^- T 0CL W N w m Z co ISSUE BLOCK CHECKED BY: HLW/GGW DRAWN BY: PTM PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 No. 63013 E'TATE OF E, _—e%U 7agII4 REFRIGERATION ENERGY MANAGEMENT PLAN wlsmi� lfl =HE REM1 60 O O O co O O It NA 0 101 0 r_ r ._ __ 7 ;2J U GROCERY SALES DISCONNECT POWER TO FIXTURES INDICATED. LIGHT FIXTURES AND LAMPS SHALL REMAIN IN -PLACE. TYP. OF 44. GROCERY SALES LIGHTING PLAN 1 /8" = 1'-0" REMOVE ALL MOUNTING F DEMOLISHE[ UNISTRUT, JI 3 u ELECTRICAL KEYNOTES 16.125 EXISTING LIGHT FIXTURES TO REMAIN UNLESS NOTED OTHERWISE. 16.126 EXISTING LIGHT FIXTURE TO BE DEMOLISHED. 16.129 CONNECT TO EXISTING CIRCUIT PREVIOUSLY SERVING AREA LIGHTING THAT WAS REMOVED. MAINTAIN EXISTING CIRCUIT CONTROL UNLESS NOTED OTHERWISE. PROVIDE CONSTANT HOT FOR EMERGENCY EXIT AND LOCALLY CONTROLLED LIGHT FIXTURES. 16.131 CONNECT TO EXISTING CIRCUIT. E.C. SHALL VERIFY PRIOR TO ROUGH -IN THAT EXISTING CIRCUIT HAS SPARE CAPACITY TO ACCOMMODATE ADDITIONAL LOAD. UA Ks a% W Co L Of O Y W UQ Ix o' o L w U um L, 0 O U 0O Rs ~ =g U W O (/) o V1 zW aZOZgq W O HO=�WU�Z2. w =2-ow � wQ�'UO Q f'tnQFLLa'O2Q'U � 0 w..F=¢g�awaw�m W a¢ uJiQor¢oisv~x} 0 0 ¢~J2;!omU~OwFO= �to ~ tu-Q UOZZW=Z02 2u. JK1Owa2F.0OFQO �o�o0-FomoO¢U2w D ti aw��2 w~UJwwOORS oUYw0ww1a.�mOwog u>Q0.zF�o�¢Xn¢�td- --w FONulw&OWmziww<� Zy �W _M E W Wo Y � Z I- WZ w�j- �E: Q W - w F J =W � rn o J LL zF Z 0 0 0 W am CO C:--) O O L.L Q W �► ♦ ^ Z W J J co ti o - O o = N z w � LL O H o W N W m D Z m 0 ISSUE BLOCK CHECKED BY: HLW/GGW DRAWN BY: PTM PROTO: 192 Sc PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 t�No. 68,913 Al STATE OF GROCERY LIGHTING PLANS GROCERY SALES LIGHTING DEMO PLAN 1 /8" = 1'-0" EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT' CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLFDGF. GE1 GROCERY EQUIPMENT SCHEDULE NO DESCRIPTION IMANUFACTURERI MODEL IVOLT/PHI FLA I TERMINATION MTG. HT. NOTES DELI EQUIPMENT SCHEDULE D026C(A) BIB VAT GILES EOF-BIB/FFLT/24/24 480/1 25 A WP JUNCTION BOX 20" D D026C(B) 24 VAT DELI FRYER GILES EOF-BIB/FFLT/24/24 480/3 43 A WP JUNCTION BOX 20" D ELECTRICAL EQUIPMENT SCHEDULE NOTES D. WIRING DEVICE CIRCUITED TO SHUNT -TRIP BREAKER. GROCERY POWER PLAN 1 /8" = 1'-0" U�Z �Y N fL ui = W 02 V Of a mW F � Oco co O s W U LL L OU ~O ~ _ a$ Ir aU� w w U w > > >o �wo�> co o w zw0 mZ�Z� W a POTPwU09z-1 'L =zLL��waW§;-z 0 FwU-W w0to w0 a GSA m~w�v-izO'w � w, ro¢g�aw¢rn�m aQ �Qw<w'msow"1> z Z rnw � W¢LL�mwLLw� LLZ�0022U=2FZ � 4 C9U q�a(ywyaWU00a ���OFQZ=�F-ZD J gZLL SU=O0wtj.O-..)ZW a wwaaHZMz wwwwOOR� pcn YwOmW _ a_ cA O W Og SSzw¢w=iQ�z�ui= FZ y 'L ,O�QXXOWaOFw U FONOUacoa0Wf71(rirQFI- o" Wb W A -� W W M E W W� Y 0 � d Z W f- W= WL5 zw _ (1a O,� � O �M Z E3 0 U %0 J W 0 CD O 0 O L.L 2 LLJ a' ' ^ vJ Z W JO ti O _ = O Z ui ` F W N w W m Z m 0 ISSUE BLOCK CHECKED BY: HLW/GGW DRAWN BY: PTM PROTO: 192 Sc PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 ag1)y GROCERY POWER PLANS GROCERY POWER DEMO PLAN 1 /8" = 1'-0" SHEET: GE2 .................................................................................................................. ......................... .................... ....................................................................................................................................................... ................................................................................................................................................. ................................................................................................................................... .................................................... ............................... GENERAL NOTES ANCHOR BOLT BILL OF MATERIAL RACK/SHELVING LEGEND 1.0 GENERAL ........................................................................................................................ 1.1 -JOHNSTON BURKHOLDER ASSOCIATES HAS DETAILED THE BASE ANCHORAGE FOR THE FIXTURES SHOWN ON THIS INSTALLATION DRAWING. INSTALLATION OF ALL THE FIXTURES SHALL MEET THE LAYOUT SHOWN ON THE FIXTURE LAYOUT PLAN, PROVIDED BY OWNER. 1.2 ALL ANCHORS TO THE SLAB SHALL BE AS NOTED ON THESE PLANS. 1.3 OWNER IS TO PROVIDE MAINTENANCE PER RMI 1.4.1. 1.4 RACK INSTALLER SHALL OBTAIN OUT -OF -PLUMB INSTALLA11ON TOLERANCE FROM FIXTURE SUPPLIER PRIOR TO INSTALLATION - RMI 2008- SEC11ON 1.4.11.1. 1.5 USE E70xx WELD RODS O� EQUAL TO TENSILE STRENGTH OF BASE METAL OF WELDMENTS. PER AWS D1.1 OR D1.3. NO FIELD WELDING IS PERMITTED. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS, IN AN BOLT n?E QUANnTY SHELVING FRAMES POWERS WEDGE BOLT+ - 3/8" DIA x 3" (#7224SD) 12 MARK FRAME HEIGHT TYPE POWERS WEDGE BOLT+ - 1/2" DIA x 3" (#7244SD) 304 BILL OF MATERIAL NOTES: BOLTS AND ANCHOR STRAPS NOTED ABOVE ARE FURNISHED BY WALMART AND INSTALLED BY THE GENERAL CONTRACTOR DEC 78" DEEP END CAP - RACK FRAMES' PAPle MYMIPP RIH nir U ATFRI Al FRAME RACK TOP 0 1 V) 0 z z z z _j a. 0 m U z z 5: _j ui r Cn a z V) x LL_ 0 0 f.- ul 0 z 5-1 W IV Q M Ld m 0 0 1�_ 0 It LO co :2 0) EL - N C14 0 LL_ 0 0) C� r CL LJ 1`14 C.0 G73 0) 0) CY) a- 0 00 0 pe) Lr) dj 0 Lo 0 Ld 0 X LL H F E 111 PROVIDE (1) 1/2- DIA x 3" POWERS ANCHOR BOLT, REF 4-FXS2, AT EACH BASE PLATE WHERE ANCHOR BOLTS ARE MISSING OR DAMAGED (TYP AT FRAMES NTH "*" SHi ON PLAN, FIELD VERIFY) IF m POST TYPE SHELF TYPE MARK TYPE COUNT MARK HEIGHT 48-84 Q75B UB C 5 W-Int 84" 1 SALES FLOOR RACK RACK FRAME WIDTH (INCHES) (-24/44"=DESK) [""11-ft .�RACK FIXTURE TYPE MARK .(SHELF CONFIGURATION T4--120 075 A 3- BY WALMART) - SHELVING DEPTH [T-RACK UPRIGHT FRAME POST _E TYPE, (A = UA) 36 78 DEC (DEEP END CAP) RACK UPRIGHT FRAME POST T-END FRAME HEIGHT WALL THICKNESS (inches, 075=0.075"). (NSF, STEEL CHANNEL C3x3.5) LRACK FRAME HEIGHT (INCHES) TYP RACK TYP DEEP END CAP FIXTURE SYMBOL FIXTURE SYMBOL DEEP END CAP SHELVING, REF 1-FXS2 SALES FLOOR RACKS, REF 2-FXS2 NOTES: 0 C' Al I 00A%AnV KIIIA11113CO nC VDAIIAVC AC kInTC-r% IkI (Zr%W97r)HI P' _T� 1. 1nr_ oIvr%r\%2r_ R11%%�r\ vr-114vv 1171 T— T ........ ..... ...... ....................... ............... ....... ............ ....... .. ............. ............. ......... .................. ...... . ................ ............ . . .............. ............ ........ . ...... .. . . ........ .. ............ ................... ............. ...... ....... ....... .................... ................... ............. ...................................... ........ .................. ................... ....................... ................... .. ...... ..................... ................................................... ..................... .......... . ...... ............................. , * * ................ ............................ .................................................... ....................... :7 ............. ........... ................................ ..................... ................................... . .......................... r __;71T --- I ....................... ......................................... .... ......... . . —:�74 ........ ......... _.::7=4 ... .. . .. ............ .............. ....... . ....... ...... I ...... ......................... ............ .... ..... ...... ...... ....... ............. .................... ... .. ........ .... ........ ...... 17 IM k ........ ............. ..... ...... ........ ............... ........... .... .................. ....................... ...... ................... ­­­ ... — v . ................. ....... .... ... . .... ...................... .... ...... . ... ............. ....... ...... ........ ............................................... I ... .............. . ............ . ...... ...... ....... .................................................... ............. ..................... .................... .............. ............. .. ............. ;!7 . . . . . . . . . . . . . . . . . . tt........... ................ ........... ..... .............. ......... ................ ....... .............. ....... ..... t........ .. ...... ...... k . ................ ................................ ......................... ..... ............. ...... .................... ..... . ....... ....... . . . ....................... 4 . .................... ......... ....................... F__ — — J, ........ ... ..... . . . ...... .................... .............. ..................... . ........ .............. ... I ... ............ k ...... ........... I ......... ....... \+ I� \tt ................. .... ......... .................. ....... ............................. ....... if I\ It\ It\ 1, 1 I . ........... .. . ............. .............. I ......... ...................... ......... t.......... ... ...... ........... ....... ..... ..... ..... I ................. * ... ­­­ .... ii .............. I ................ ......... ..... I .................. .. 4 ....... V .................. ....... ....... I ...... ....................... .... ................... .... ........... ............. ......... .......... '1� .......... ....................... .. ....... ;�4 ..... I ............ ........... ...... .......................................................... . .................. ............... I ... .......... ..... ... .. ....... ........ ........... ... ....................................... ........ ......... ..................................... ............................... ..................................... k ............... ........ I ........................ ... ... ........... ­....%,.,.*.V. I x I \ ................................. ........... ...... ...... I ...... .............. ................. ... .. ....... ... ............ ...... ...... ........ ....................... .................................. ........... ....... ....................... ............. I ...... ...................... ....... ...... ka ------- t ..... ... .. 6 ....... ....... ..... ....... ........................ . ................................................................................................. ................. .......... ..... .................... ....................... 11— .. .................... ............... ........ ....... ... ... .............. ............ .. .. ... ........ ................. ... . ...... ..................... .............. ............... :­ - ......... ... ....... ................. ....... — ........... .......... I ....... 4 ......................... ...... ................ ... .. . ................. ........... .............................................. .............................. ................................................................ ......... ................................................................. .. ......................................................... * '' ­ I .... .......................... . .................. I .............. .............. ................................ ....... ... ........................... ...... ....... . . . .................. . .......... .......... __1 I __ ..... ............... ............... .............................. .............. L, � ......................................................... .. ....................................................................... .................. .. ... . . ............................................ ............................ I ........ .......................... .................. ................................... ......... ..... I ...... .................................................... ........................................................... I ................ ......................... ........ ........ �-48-84 075B----1 . ......... ........................................ . ..... .............................. I ............... .................................................. ................................ ....... ....... ... ............................................................... ........ I I ............................................................ ..................................... ....................... .... : ....... ........... ......... ....... I ........... ....... ..................................... ............................................................................ ............. *** .......... .......... ................................. ... I .............................................................. ...................... ... ............... ............... ....... ... ....................... . .... .. ............................. ........ ....... ....................... ............ ....................... ....... ............. ..................... ............... ...................... .................... ............... ...................... .............. .................. .......................... ............... ..... ................... ....... ... ....... 00 ...... ............. .............. ... ........... .............. ................ .... W_' cu) .... 1V ...................... .... . . -- Fill ..... ........................................... .................. ............................... ............. ............. ........... ..................... I ............................................................... .. .. .... ....... ................................................................................ ..... .. ............... . ..... ........ ... ...... ............. ...................................... .................. ......... I ........................ ......... ......... I .... ............... ...... . ..... . ....... ........... ....... ....... ............... ......................... ............................... ........................... .. ....... ................... ........... ................... ........................... ............................................................................ .................................. ............... ....... ................. ............. ............ ­­­­­ ...... ....... ..... .......................... ............... .......... *­­­­ ...... .................. ( . . . .... ................. ................................ ....... ...... ... .... ***_­­* ...... ..................................... ............................................. ..... ..... ................ ........................................ ............. ............. .............................................................. ...... I ..................... .................................................... ................................................................ .......... ..... ....... ............... ....... ............... .............. ....... .............................................. ...... ....... ....... .............................................. .................... ........ . .... ......... ................. 3 Ir 9 ........ ...................... .................. V., ............ ........ ........ . ..................... �..I ................. .............................................. I ................................ ................................. ......................................... I ..................................... ................................................................ ................... ................ ...... ..................................... ............................................................................ ............................................................................ ..................................... ............................................................ . **''*"* ..................................... .......... ........... ......................... .................. I ......................................................... ............................................................ ............ ......................... .............................................. . ................ ..... ........ ........ ....... .............. ..... ........... .... ....................... ....................... ........ ...... ..... ..... . ........ ................. .,l . ....... ............... ....... ....... ......... ........ ........ ........ ........ .......... ................ ...... ........ *­**­*­* ............................................................................. ......... ­ ...... ­* ....... ........ ....... ................. ..... .... ................................... ............ ............... ..................................... ....... . ........................................................................................ ............... .......... ......... .................................. .... ................ I ............... ......... . ........ . . . . I .... . ........... ..... *1­ * ...... * .... * ........ ­* I ... *11*11*1111*1111*11*111111111- **** .... * .... * ­ * * * I '' ­., '' * ........... ..................................... ................ * .......... ........ ... ......... ............. .. .......... ............ ..................................................... . ................. I ................................................................................................................................................................................................................. i ............... .......... ................. ...... ......... ........................... ............................................................................ ...................................... ...................................... ........................ ...................................................................... .......................... ................................ ........ ; ............... . I ........ ................................................................. I ............................................................... ............... .......... . ............................................................................ .......................................................... ................. .................. * ....... ............... . .................................................... ............. .............................. .. ............... ......... ............... ........... ...... .... ............. ...... ..... ......... .. ......... ... ............ 7� - — - .— - — - .77777=.'. .......... . . ........ ............. ..... .... ...................... ..... ............... ............. 77— ....... . ..... ....... V., .......... ............... ....... .................... ........................................ ................................... . .. ............................... ... ........................................... ................. .. ............... .... ......................... ........................... .................... ........... ....................................... f_*_'-v-'-'_'-v_v ................ ................................. .................. ................... ........................................ ....... ................... . .'** ...... * ***** ... * *. '. ... * .... ***' 1 ..... . ..................... ........ 00 71:. 2T .......... ...... ....... ... ................. .................... .................................................... ...................... ....... Ik- ...... oo ...................... . ........ ....... .............. ... ......... . ........ .......... ... ............................... ......... ................. .......... ... ................ ............. ................ .......... vy, T, .......... .. ..... ... ............................. ................ ............................................................................ ....... ...... ... ............. I .......................................... ... ....... ....... .. ............... ........ ....... .............. ........................... ........... ......... ... ......................... .............................. ....... .............................. .. .......... ......... ... ................................ I ...... ..................... ........ ....... ........ ............................ ............... ....... ............... ....... ... I.\ - ........ .... ........ ................................. ............. ........... . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . , . , . . . . - I ... b ................ ............. ............. ...... ..................................... .................................... .... .. .. ..... . ........ ............................ ......................... ...................... * ........................... ..................................... .............. ..... ........................... . .............................. I .......... I I - - .... ...................... . .......... .. I ......................... ................... %*.*.*.'.* ............ . . . . . . . . I . . . . . . . . . . . . . .. . . . . I .................... . ................................... ............................... , , * * * ....... ......... ... .......... 4 ....... I ....... I ...................... I ...... .. 11 ........................... ............. ...... ........... ................................... .......... ..................................... ................................. ... ...................... ............................................................................ ........................... ... I ..................... I .................... .. ...... ... .......... ... . ..................................... ..................................................................... ...... ............................................................................ ..................................... ............................................................................ ........................................................................ . ...... .. ... ............................... I ...................... . .......... ................ .. .......... . ............. . .......... ... ........... ....................... ................ ...... ...................................... ............................................................................ ............ ........................ ........................................................................................ ...... . ...... .................................................................... ....................................................................................... I ................................................ ......................... .............. ........ ....................... ...... .......... ................. ....... ........... *.'.*.'.'.'.'.*.'-'.*.*.t-'.*.'.'.'-* .......... ............ I ......................................................................... *.'.'.*.'.'.'.'.'.*.'.*.'.*".*.'.*.*.*.'.*.*.'.'.*.*.'.'.'.'.'.*.'."*.*.'.*.*.'.'.*.*.'.* ...................................................... ............. ....... ................... .... ...... ......................... .................................. ................. ....................................... ......... ...... *** ....... ........ .................. .......................... . .................................. .............. ................................................... ........................ ... ..................................................................................... . . ......... ...................... ............................ . .. .. ..................... I ........ I ............... ............................. .................... ........................... ... ......... ........... ..................... ....................................................................................................................... ........................ ... ................. . . . . . . . . . . . . . .......................... ........ ........ ....... ......... . . . . . . . . . . . .................................... ....... ....... ..................................................... .. *** ........... ........ ...... * ... ... ............................... ............................................................................ ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. ... ............. .......................... ......... ............ .... *.,.,.,.,.,.*.,.,.*.*.*.*.,.*.*.,.,.*.,.,.,.,.,.*.*.,.,.,.,.",.,.*.,..*.,.*.,.,.,.,.*.,.*.*.*.,.*.*.* ........... ....... *.*.*.,.,.,.,.*.,.*.* ............ . ...... . .... . . .............................. ............................................... ............................ .............................................. ... . .................................. ... ......................... ..................................... ........................................................ ................. . . . . . . . . . .1 ............................ .................................................. ............................................................................. .................. . ......................... ......................... * ... * ..I - - - - - . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ............ . . .............. .......... ...... .... ......................... 1* ........................................... p-I IF"_ .............. .................................. ............................................ ............................... .......................... ......... .......................................... ................................ ...... 1 ............................ ... ............. I ......... ........................ ........... ................................................................................................................................................................................................. ............................................. ................. ....... ...... ­­­­­ .... * .... * ...... * ...... * .... *''**''* ... * *­ * '' * '' ** ­ * ... * '' ­ ­ * * '' * * .... ­* ... *** .... * .... * ..... *"* ... * .... *­­**­­ ... * * .... * * ...... *'*''**** ...... * ....... * '' * ­ ** * , '' * .... *'*"*'*** ... **** ... ­* ... 1� .... ... ... ..... I .............. ........................ ... ................ ........ ....... ............................ ..... ................ ............................ ........................... ...................................... ..................................... ..................................... I - - - - - - - - - - - - ...... .......... ........................ 1­* ...... ....... ......... ...... ........... ........... ... ................ ............. ..... ............................... ...... ...... ........ .................... .......... .......... .......... ................................................................... ............................. .............. ....... ............. ........................... .............. ...................................................... ............. .............................. ............................ .......... ... ........ ........ ............. .. ...... ........ ....................... ...... ........... ............. . . . . . . . . . . . . . . . . . . . . . . . . . p7L: . .— __ — * , I — — '7-.-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A . . . . . . . . . . . . . . . . . . . . . . . . . . —, . . . . . . . . . . . . . . . . . . . . . . . . _- . . . . . . . . . . . . . . . . = . . . . . . . . . . . 1 — ........................................ .............. I . . . . . m ..... * :-* ­ ...................... ..... ............................ ...................................... ....... ......................... ........................................ .. .............. .......... ....... .. .......... .. ................ I .................... ..................................... ........................... .. ............................... ......... .......... ................. ....................... .................. .......... ......................... ........ ....... .................................................................................................. I ............... .............. ............................................................. ......................................................... ............................................... ..................................... ..................................... ..... .................... ............................................................................ .... ­ ... ­­ ... ­* . , ­* , , * , , * , , , , * * , * , V.*.V.*.V.'.' , **,** ""' . , . ....................... I .................. ...................................................................... i ..................... NO REVISIONS To E!xis-nNG ....................... ..................... ............... ........................... .......................... ..................................... .................................................. ........ ....... -1%%**"*%%%****"%' "** * , " ............................................... ........... ...... I ... I\ I .................................................................................................................. .................................................................................................................. ................................... ...I ............... .............. I ....................... ............. ........ ............................................................................................................................. .......... ................. . ............ .................................................................................... .................... ............................... ................................................ .......... ... ............................. . .................. ........ RACKS/SHEL\f1NG LOCATED ........... . ........ .................... ............ ............. ........... . . , . . . I \ I . . ............................. .................. ................... ...... ............... . ............................. IN SHADED AREAS, TYP ....................... I .................................... ...... ....... ...... . ..................................... .......... .............. .... ................... .............. ....... ................ ............. .......... ...... ............. ........... ..... .. ­ 1111 1 1 \ I ........ ........ ........................................................ ........ ............................................................................................................................................................. ............................................ ................ .......... ............................ . ............................................................................................................... ............................. ............. ........................ ..... ­­** ....... * ............................... ......................................... I .................................. ................. ...................... ................. ....................................................... ................. ..................................... ......... ....... ....... ......... L ............................................................................................................... ....................................................................................................................................... ...................... ............. ............................ .................................................................... ........... EXISTING RACK FRAMES TO 6E ............................... ..................................... .............................. ...... ................................................................................................. ...................................... . ......... .... ............... ................... ................. ..................................... ......... . .. ............. .............. ............................................................................................ ............................................................................................................................................. ............ ........................................................ ............ ............................................................. ....... .......................... I ....................... ........ ..................................................................... ..................... ................ . ..... ....... ......................... ....................... ............ RELOCATED TO LOCA11ON .................................. .............................. ..'I ... ­­­ . . . . , . . %%%*'%%**%%%%**%*'*** ...................................................................... .................... ........................ ................... . ............. L H I_-_. ......... .......... .. ..... ... ............ ....................... ............ V. * ........... ............. ........... ......... .................... ........................ PER - --FX8 ... ....... k-SHOWN, ANCHOR- If- ............. ....................... ................................................................................. I ............................. ............................... ......... .............. I ......... .. ......... ............... ............... .............................. ..................................................................... .................. ....................... ............ (THESE FRAMES ONLY) ....... ... I ............................. I ................................... .............. V....-v. ............ ............................... ................................... ........ .............. ....... .. ............................ ............................................... .................... ............... I ...... ............ H ........... I ................... ... ...... ... ....... ....... -i`***'***'%"*`*%*'%' **** .. . ................ ........ ........ ................................... - . . I APPROVED SHOP. 1.6 PROVIDE 6" AT 120" TALL FRAMES AND 4 1/2" AT FRAMES LESS THAN 120- TALL (OR EQUAL TO 5% OF THE SHELF LOAD STOP COMBO LOAD WIRE RACK SHELVING UPRIGHT FRAME HEIGHT) MINIMUM CLEARANCE BETWEEN OTHER RACK FIXTURES OR ADJACENT BUILDING BEAMS BEAMS STOP BEAMS ELEMENTS PER ASCE 7, SECT 15.5.3.4. 45" 193" 1102747793" 1102" 45" 193" 1102" 18"x 45" 24"x 45" 30"x 45" 44"x 45" 7 1 14 1 1 -- 1 -- 1 -- 1 1 2 1 -- 16 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... ........ I ............. ........... * ...................................................................................... ................................... ............ ...... I ..................................................... I ....................... I ....... ......................................................................... ........... ......................... ...... . . . . . . ...................................................................................... ............ ............. I ....... X7;1� ....................... .............. ....... L ............ ........................ ............. ........ ............... ........... ....................... .......... ........ .............. ............ H ......................... ........ ........................ _4 III ...................... .......... ............ ............... L ............. ....................... ... I .......................... ......................... ........................... ki EXISTING RACK FRAMES TO BE RELOCATED TO LOCATION SHOWN, ANCHOR PER 4-FXS k__4 (THESE FRAMES ONLY) ................................................ ........ ............ .................................. ....................................... ........................................................ I ..................... ............. .................. ........................ .......................... ..................................................... ......................................................................... ..................................... .................................................... ........................................................................ .. I ..................................... ........... I ........... ....... I .... I ............. ................................................ .................................. ............................................................................ . ........................................................................ ................................................................ ... ...................... .. ..... .......................... I ........... .................................. ............................................................................ ...... . . . .......... .......................... ........................................................................ ............................................... . .... .... ................................... .................................. ....................................... I .................................... ............. . .. ................. ........................................................................ ............................................................. .................................. ....................................................................... ............................................... ... ..... ...................... ........................................................................ ............................... ........... .................................. ................................................................................... .............................................. .................................................................. ..... .............. ............................................ ............................................................................................... .................... I ............ I ............................................................................. I .......................... ....... ....... .......... ......... ...... ............................................................... I ........ ...................................... . . .. ......... ..................................................................................... ........... ...... .................................................................................................. ........................ . . ....................... .................................................................... ................................ * .......................... ...................... . ................. ....................... ............................................................................ .................................. *."* .............................................. . ... . .................. .......... I ............ ... .................................................................................................................. .............................................. ....... ... ........................ ................................. ......... ........ 77 ....... * ........ ........ ... . ..... ........................... ":7*.** ............. 7 ........ .................. �7*.,.,7��*.* ......... ....... ........ .. .............. ... ............. 7 ......................................................... ..... ....................... ............. ...... .............................................................. .............................................................. ........................ ........................ I .............. .................................... ............. I ................................................................................................... ....................... . ... ........ ................................ ....... ....... ........................... ........ ............... .......... ....... ............................... ......... ......................... I ........................ I .... ... ........ ........ ....... ....... ........ ........ ....... -I*"*`%%**%*`***`**'** ............................. ....... ........ ............... ...................................................... ........................................................................... I ........................ I ........... ..................... .......... I .... 1. ........ ....... Co ................................. ................................................. ...................... .............................. ....... ......................... .............................. ........ ......... .... ... ............ .............. ....... I .............................. . ........ ........ ........ ........ ....... .............. ...................... ................................ ......... .................................................. .................................................................................................................... P_ uj ... ***'******* ... * ._7 —.-7- ............................................................................................................ ............... ........ ........ ....................... . . .. ..... ............ ........ ....... .... ....................... ....................... .............. .............. ............ I ... ............. I ............................. ... .71 ...... .... ........................... ....... I .............. I .............. ............................................................ ............................. .. ....................... ............. ..... I ........... - _c .. Jrf ...................... *.*-'.'.*.'.'.'.*.*.'.'.'.'....I ................................ ......... 1;� rtJ1-"5._7.j -:1. - ...... I ................. .......... .............. I ...................... I ......................................................... I .................... I ................................ I ...................... I ... — .......................................................................................................................................................... ................................................ .. I ...... I *N ... ................ I .................... .................... ....................................................... .......................................... .................................. .............................. ...... . ....................... ... I .................. .......................... ............................................................ .. ................ ...... ........................................ ..................................... ............................................................................ ............................................................................ ........................................ ............................................................. .. .. ..................... .......... ........................................................................... ...................................................... I ..................... .............................. ...... ...................................... .......................... ................ .................................. ..................................... ................. ; .......................................................... ..................................................................... .......................................................... I ....................... ........ .... ........ ............. . ............................................................................................. ­­ ............... ............................................................................ ..................................... ............................................................................ ............................................. ...... **­­*** ....... ........ ...... ........................................ ..................................... ................................................ I ........................... ................................. * .......................................... ..................................... ................... ... ................................ ......... ............................................... ...... ........ . ................................... * . ............................................................................ ........................................................... .... .. .................... .... ..................................... ..................... ......................................... * ...................................... .................................... ............... ... ........ ....... ....... ....................... .. . . . ................. I ....................................................................... ............................................................................ ............................. ....... ............................................................................ .............................................. ........................................... .................................................... ......................... * .......... ......................... I ....... ....... .............................. f ...................................... ..................................... ............. ....... ....... I .............................. ..... ......................... .. .. .... ............. ................................. ......... .......... . . . . . . . .... .. ....... ............. ....................... !.I.v., ............... ................................................................................... .................................................... ........ ............................... . . ..... ......................................................... ................... ............................ I ......................................................................................... ................................................................................................... ; ........................... .......... X. ........ ........ ... ....................... ......... ......................................... ..... * ........................................................................ - ........................... ............... . .......... .............. .. .......... ........................................... . . ....... .... I ................................................................ .... ..... . .... ....... ....... .................................. ..... . .................. ................................. ........................... . .......... i .............................. ...... .............. I ................... .................... .. ............... ....................................... ...................................... .................................. ...... .............................. .............................. ................. ........ ......... .............. ......................................................................... .............. .. ............... ............... ..... .................. ......... ............ I .............. ........ .......... .......................... ­­ ............ ................................................................................. ...................................... ......................................... .. .............. .................... ............. ............. .. .. ... ................................................................ : ......................................... ....... ............... I .............................................................. I ....... .......... ............ ............................................................. I ...................... .... ... ...................................................... ....................... .. ........ ............................... ....... I ...... I., ............ ....... .......................... .......................................... ..................................... ............... I ............................................................. ......................................... .................. .......................... ..................................... ............................. ..................................... ..................................... ............. ...................................................... ....... ............ * ... ........ — --- -------- — --- --------- 1 , - -, ­ * *—, ­ * --- ----- --- ---------- .......................................... ... .................. .................. ............................. * ...... ....... ..... ... .. .... ..... ..... ...... ...... .................... ............. ....................... ........... .............. ...................................... ...... ............. ....... .............................................................. .................................... ...................................... * ............ .................... ............. ..................................... .. I ........................... .... .......................... . . .... x.,I ................................................................................................................. . .............. ..................................................... ........................................... ...................... ......... ............ ................. ... . I �� ............ ....... ........ ...... ....................... ..... ............................... ...... .......... . V ........ .................... ....... I ............................. ...................................... ....... ............. ........... f .............................................. ...................... ....................... .... .................... ...................... ................ .................. ...................... ............................ .......... ............................................................................ ........................ ............ ..... ....................... .............. ............ ...... ......................................... ........ ......................... ........................ ....................................................................... .......................... ........................... ............. ... ................................. ........ .............. ....... .................... ....................... ... ............ ......... ....................... ............................. ............................ .............. *.*.'.'.'-*.*-*-'.'.*.*.'.'-'.'."'.*-'-'.*.*.*.*.'.'.*.'.'.'.*.'.'-'.*-*-'.'.*.'.*-'-'.*.*.*.'.*.'.'.*.'-'.*-*.'.*-'-'-*.'-*.'-'.'.'.'.-.--...-.-.-......-,..-...-.........-....* .......................... ........................ ............................... ............... ............. ............. .......... .... ........... ......................................... I - - � ......... ........ .................................................................... ...................... ............. ................................. I ......................... k ............ ..................................... ............... .... ...... I .............. I ..................... ........... .... .*.,.,.,.*.,.*.*."*.,.,.*.*.*.,.,.,.*.'.'.*.,.,.,.I ........... .................... ......... ....................... ... ... . ....... ................... ................................................................... . ..................... ....... ........ .... ................................................. ........ .... ... .. ..... ... ..... ................... .... .................................................................. ............................................. ................................................ ..................................... .......................... ....................................................... ....................................................................... ....... .. ...... .............................. ­­­­ .......... ................... ............. . ....... .......... ...................... ....... ............... .......... ........................... ........................................................... ................ ........................... .......... ............. ........ ........ ........ ............... .................... ....... ............... ....... ............ . I I *'.*.'.'.'.'.* *-'-'-"*-'-'.*.'.'.'.'.'.*.*.'.'.*-'.'-*.'-'- -'. - - - - ............... .......................... ............... ...... ... ....... ........ ..... ........ ........ ...................................... ........ ..... ...................... .... ................ ................................ ......... I ........................... .. .................................................... ..... ............................ ...................................... ..................................... ........................................................................... ................ .................................................................................. ................ ............................................................................ ..................................... ................................ ........................................... ............................... ............... ....................... .......................... .................. ......... ............... .................... ..................................... ............... .... .............. . ................... ............ ............................................................................................... .............. ......... ..................................................... ...... ...................................... ........... ......................... ..................................... ............ ...... ...................... I ................. .... ........... .................................... ............... .................. I ...... ....... ..................................... ............ I ................. .......... ------ -- ....... ....... ... .......................................................................................... ........................................................... ..................... ........ ............... ......................................... ............................ ................ ....... ............................ ...... ..... ........................... .............. ................. ...................... ............. ............................. ............... .. 7— ....................... ........ ........ ........ ................................... ...... I * .... * ... *** ... *''*'**** ... ....... ............ ......... I ............................ ................................ 1.1 ............................ .................................. .... ...... ...................... . ........................ .. . ............ ...... .. .......... ....... ................ ..... ...... ........ .... .................. .. ............... ............. ............. .................................................................. ..................... ......................................................... . ............................................. ............. .............................................................................................. ................................................................................. .............. . ....... -k ........ . ....................... .......... ................ ........................................... ................................................................................... ..................................... ............... ...... .............. 1 - ... ..................................... ...................................................... ........ .... . ........................... ..... ....... ........ ... ................. ................ I ..................... ..................................... ............... .. ....... ........ ...... .............. ......................... ....... . ............................. .. .... ........ ........ ........................ ...... ........ .. ........... ............................ ........ .............. .... ..... .................................................... ......................... .................................................................... ....... ............... . ........ ..... ...... ... ............ ...................................... ............................. ......... ... ... ...................................... ............................................................................ ..................................... ........................................... ... .... ..................... I ... .............. ..................... ...... ....................................................... ....... ... ........ .. ................. ....... ................... ...... ......................... .......................... ......... ........................ ............... .............. ......................... .......................... .... * ......... ...................................... ..................................... ..... I ...... ... ........................... ............. .................... .... .. I .. . ............... ... I ............. ..... .......... . ..... .. ...... .. ......... ........ ......... .... ...................................................................................................... ... ... .. . . . ...... .. .......... ........ ............. ....... .......................... .......................................................................... .......................... ........................................ .......................... .... .... ......... ........... ............... .... ..................... L .............................. . ... . . ............................. .......... ............................. ..................... .. . ................................................................................. I ................... ... ............. . . ................................................ ... ............................... ........................ .......................................................................................... * ... . ................... I ................. .... I .............. . .. ................................... ........... ? ............................. ............ . ..................................... I ......................................... ............................... .................. ... ........ ........................... ..... ..... ...... .......... I ................ ................................................ ...... . . .... ..... .. .................. .. ........ I ......................................... 11 .......... .. ........................... I ................... I ....... . ........................ .......... . .... ...................................... .. ........................... ............ .............. .................................................. ... . .... ...................................................... ........ .. ........................ ............ ....... I ............. ........ ................... .......... ................................................................................................... ............................................................. ............ ..... ....................... ........ ...................... ....... .......... . ................. .................................... ..................................... .. ................. ........................................................... ............ ........ ...... .............. ........... .................................... ........ ...... ...... ........ ............................................. ................... ...................................................... .............. ......... ................. ............... ............. ....... . ................ ...................... * .............. ......................... ................ ..................... .......................... ...... .............. . .............. ................... . ..... . ............... ........................................ ..................................... .............................................. ............................................ ...... ....... ...... ..... ....... ....................... ::-Yf .................. ................... ............... .......... ..... .. ......... ........... ........ ........... I .................... ........................................... I ............................... ..... ....... ............. ............................... ......................... ................... ................... .................................... I .......... ............................................................................ ........................................................................... ....................... . ...... ........................... ....... ....................... ..... ........ ..... ... ...................................................................... * ..... ................................. .. ........ ........ .... ............. ......... ........ ............. ....... ...... ............... . ..... .. ....... .................................. .. ............ ........ ... ..... . ................... ........... T. ....... ....... . ..... .......... ......................... * .................................. ..................... ................ ............... ............... ..... .. .... .... ..... . ............................................................................ ............................................................................ ................ I .......... I ......... 4 ...................................... ............................... ....... ................................. I ............................................................................. I ......... ... ....................................................... I ............................... . ....... ............................. ......................... ............ ......................... ................... . .......... ............... .............. ... . ............................................................................. ..... ........................................................ ....... ...... .................................................................. ...... ............................................................................ ..................................... ............................................................. .... ............... I ............. ............................ ....... NO REVISIONS TO FXISTING ... ....... I ..................................... I ....... ...................... * ........... 1 .... ................................. ..................................... ............ ........................ ...................... .............. ....................... ...... ........ .......... ............................................. .............................. ..................................... 1 1 ........................................................... ....................... .......................... ........................... I .. .... ............... .................. ........ ....... -------- ................................................... I ......... ......................... . RACKS/SHELVING II.00ATED ......... .................... . .. ............... ....... ... . .... . ........ ....... .......................... ... .......... ...... .. ........... .............. .... ............. .... . . . ... .................................. . .. I ... ............ , * * * * .......... ............ . ..... .... ............. ... ........................ I . . . ....... ... ...... ...... ....... . ....................... . ....... ..................... ........ ........ . .......................... * .... ...... I ................... IN SHADED AREASI TYP ............. ...... ...... ....... . . ..... .................... . ............ ...... .... .............. .... .. .......... .. ...................... .. . ...................... ............ ....... .. I ...... I ..................... ....... ..... ........ ... ... .... ...... ....... . ......................... .... ..... ............ ................. ...... .. ...... .......... ..... ....... ......................... .......... .. - : 11 .... ...... ....... . ............... ................ I ...... I ... .................... ............................ ........... ........ ... y ...... . :!5A .1.1 ....... ............ ....... . . .. .. . .......... ....... .............. ......................... .. ..................................... .... I ....... ....... ................................... ....... ...... . . ..................... .... ...................................... ............. ...... .......... ..................... ......... ......... .. ........................ ...... ..... ..... . . ... . ........................... ........................... ............................... ............................. ... ...... . ........................ ............ ................. ........... ........... ... ................................. ........... ....... .................................. I ................... ... ........................ ....... ... ... ..... I .................. .................. .. .... ................................................ ..... ......................... ............................ .............. ... ..... ............... ... ................ ...................... ........................ ................................................. ... ........ ..... .......... ... .......... I I i ...... .,.*.,.,. ....... * * .. .... I .............. ................... ... ........................ ...... ..... ..... ..... ......................... ........... ........... .......... ....................................... I ....... ................ ..... .......... ..... .......... .......................... ............. .......... ...... . I ...... ...... ................................................. ... .......................................... ............ ......................................... ....... ........... ................... ............ ......................................... ........................... ........... ............................ [ ............. I ................. ................. ........ ............ .... ......... .............................................. ........ ...... ........ ............. ....... ... ... ..... ..... ... ...... ...... . ..... ...... ...... ..... I .......... ........... .... ............. ... ...................... ............... .......... ...... . ........... ...................................... ........................................... .......................................... ..... ........................................................ .............. .. ...... ....... ........................ ............. ................... ................ .......... ........................... I ......... ..... ................................ ...... ............ .... ........................ ........... .. ...... ..... ................ ........... I ............ ..... ............... ....................... ........................................ .............. ....... ............. . ....... ...... ............. ........................ ...... ................................................... .......... ..... ... .......................................... ........ I .... .... I ........ ...... ........... . ....................... ........................... .. ............ I ................................................. ......................... ....... ...................... . ....... ------ .......................... ....... ....... .. ............... ........ ....... .................................................. . ............ ..... . ....... 1� - ....... ...... ........ .... ......................... .......................... ............ .............................................. .......................... ......................... ................................ ..... ..... ..... .. ... ......... ....... ................................................................ I .................................................. ................. I ....... ............................................................................. ..... . ...... .............. ... ....... .... ............................. ............................................... ......................... .......................... ........................................................... .......................... ................. ..... ........ ........... . ...... ............ ........ ... .. ........... ...... ....................... .. ......................... ......................... .................................... I ............ ......... ..... ... ­ ... ........... ....... .... ....... ............................... ...... .............. ...................................... .............. .............. . .......... I .......... . .............................. ........... ...................................... ...................................................... ............................................................ ......................... ........ ...... ............... ........ ...... .......... 7. ............ ........ .... ....... . ............... L ........ ....... .... ... ............... ......... I., ................... ........................................................... .................... .......... 1. ..................... .............................. ..... .......... .... . ......... .... ... ............ .................................................................. ..... ....... ...... ..... ...... .......... ......... .................. ...... .......... ..... ..... ......... .......... ...................... ............... ..... ........ .............................................................. ... ..... ...................................... ................. ..... .............................................. . ..... [ ............................ ............. ...................... .......... ............... ........................ ........ .................. . ................... .......... .............. ....... .......................................... I ..................... ............. I .................................... ..................... ... ........................... ................................................ ............... ....................... ........ .............. .... ... ........... ..... ...... ....... ............... ................................................ ........ ................... ........ ............... ....... ....... ........ ....... ..................... .......................... ................. ........................... ......................... .............. ...................... ............... ................... ...................... .................. ........ . . ...... ... ...... ........ I. ...... ..... ........ .................. 10 13 RACK 1 1"=20'-O" 111111INWRI'l I i- IV kv OWN VING F1 . . . . . . . . . . . . . . . . . . . . ......................................................................... ...................... .......................................................................... .................. .... ........................................... ............................. ............................................................. ................................... ....................... .......................................... .............................. ............................................................. ................... ­ * ............. ....................... ......................................................................... ............................................................. ................................... ........................ ............... ........................................................ * ............................................................... ................................... I ....... I ............... ......................................................................... CHORAGE PLAN 2-57-2014 8w U. 0 IS Z Ld 6 a �- Iz- wm it Z- wow,= oo 90 u- z 1Ix Or z3i LLJ all- �0�0 5p005 R. 0 Cno Z _44 a: o 3tc3dmm 96w m _j 1 4c 12m)- D a. z F= In flI W jig 0 z z 0 00, 9 0 1 %0 1 11 C=) C=) 111.4 1 Qo 6 r, CD �j 6 z L.Li ry 40 17--1 0 F- L um o C co o CD IISSUE BLOCK I CHECKED BY- BBB DRAWN BY: DAN PROTO: 192 SC PRO 0 CYCLE: 122013 DOCUMENT DATE: 01/30/14 mmma OWNER PROVIDED INFORMATION NOT MR REGULATORY APPROVAL OR PERMITTING RACK AND SHELVING ANCHORAGE PLAN AND GENERAL NOTES SHEET: FXS 1 to 0 0 1 J Q H w 0 w c� 0 U z Q U Z 5 J W Z Q Y U Q N cn x LL o .4r M O M LL. � J N 0- w N co � o W O Y p) rn �o a I 0 .— O �a dd/ cV U w 0 �CL N / EXISTING BASE PLATE AND FRAME 0 0 BASE PLATE AND BY RACK FRAME BY RACK UPPLIE SUPPLIER v"k xa ra m cn I i 9/16" DIA, TYP 4.1 a Lill. J E G.. O d EXISTING BASE PLATE BASE PLATE "UB" _c ANCHOR BOLTS: (1) 1 /2" DIA POWERS WEDGE BOLT+, REF 3-FXS2. hnom = 2 1/2", ho = 3", (UNO). NOTES: 1. PROVIDE SIZE AND QUANTITY OF ANCHORS AS NOTED ABOVE AT EACH UPRIGHT FRAME POST. 2. WHEN BASE PLATE CONTAINS GREATER NUMBER OF BOLT HOLES THAN ANCHORS SPECIFIED: a. ADDITIONAL HOLES IN BASE PLATE NEED NOT BE FILLED WITH ANCHOR BOLTS. b. AT (4) HOLE BASE PLATES: PLACE ANCHOR BOLT(S) IN HOLE(S) CLOSEST TO CENTERLINE OF RACK UPRIGHT POST. 3. PROVIDE WASHERS AS REQUIRED TO ESTABLISH REQUIRED EMBEDMENT DEPTH, "hnom". 4. RE -USE EXISTING UNDAMAGED ANCHORS, WHERE POSSIBLE. REFERENCE 6-FXS2 WHERE EXISTING ANCHORS ARE DAMAGED OR INTERFERE WITH THE INSTALLATION OF NEW ANCHORS. TYPICAL ANCHOR AT RACK. FRAMES 1 1 /2"=1'-0" 7-07 . a n t - PL THICKNESS hnom - EMBEDMENT DEPTH ho - MIN HOLE DEPTH a d U a^sk La. - LENGTH OF ANCHOR ALL ANCHOR BOLTS SHALL BE POWERS WEDGE BOLT+. INSTALL PER ICC ESR-2526. REF BASE PLATE DETAIL FOR DIAMETER AND EMBEDMENT. ACCEPTABLE ALTERNATE ANCHOR TYPES ARE; 1) HILTI KWIK HUS-EZ SCREW ANCHOR, INSTALL PER ICC ESR-3027 2) SIMPSON STRONG TIE TITEN HD SCREW ANCHOR, INSTALL PER ICC ESR-2713 USE SAME QUANTITY, DIAMETER AND EMBEDMENT DEPTH NOTED IN ICC ESR REPORT OF ALTERNATE ANCHOR TYPE THAT IS EQUAL TO OR GREATER THAN "hnom" AND "ho" VALUES NOTED IN ANCHOR DETAILS. NOTE: IF CENTERLINE OF ANCHOR BOLTS FALLS WITHIN 1" OF CONTROL JOINT, SHIFT FIXTURE 2" (MAX) PERPENDICULAR TO THE JOINT, OTHERWISE SUBMIT RFI TO THE ARCHITECT FOR ALTERNATE INSTALLATION BEFORE INSTALLING BOLTS. 3 NT ANCHOR le, 7-05 FRAME, TYP (UNO) 2 0 w 3/16"=V-0 \/A OICO PLAN VIEW VARIES ELEVATION FLOO DAMAGED ANCHOR REPAIR PROCEDURE NOTES: 1. DETERMINE DAMAGED BOLT TYPE: a. CONCRETE SCREW BOLTS - ONLY HEX -SHAPED HEAD OF BOLT IS VISIBLE ABOVE BASE PLATE. b. EXPANSION BOLTS - THREADED ROD AND NUT EXTEND ABOVE BASE PLATE. 2. REMOVE EXISTING DAMAGED ANCHOR BOLT: a. CONCRETE SCREW BOLTS - UNSCREW DAMAGED BOLT FROM CONCRETE SLAB. b. EXPANSION BOLTS - AFTER REMOVING RACK FRAME CUT BOLT FLUSH WITH CONCRETE SLAB AND DRILL OUT DAMAGED 1 /2" DIAMETER BOLT WITH A 9/16" STEEL/METAL DRILL BIT TO HOLE DEPTH SHOWN IN DETAIL ABOVE. 3. INSTALL NEW ANCHOR BOLT: a. IF ONLY ONE BOLT WAS INSTALLED, LEAVE THE DAMAGED BOLT IN PLACE, IF POSSIBLE AND INSTALL A NEW CONCRETE SCREW BOLT IN THE OPEN HOLE. USE A 1 /2" DIAMETER POWERS WEDGE BOLT+ x 3" LONG IN THE OPEN HOLE. b. CONCRETE SCREW BOLTS - IF A CONCRETE SCREW BOLT WAS REMOVED WITHOUT DAMAGING THE HOLE, THEN REPLACEMENT WITH A NEW CONCRETE SCREW BOLT IS ACCEPTABLE. REPLACE WITH A SCREW BOLT OF THE SAME SIZE AND TYPE. REUSE EXISTING THREADS IN HOLE. HAND THREAD BOLT UNTIL SNUG TIGHT ON BASEPLATE AND FINISH TIGHTENING WITH TORQUE WRENCH TO 300 FT-LBS. IF THE HOLE IS DAMAGED, FOLLOW THE EXPANSION BOLTS PROCEDURE. C. EXPANSION BOLTS - REPLACE DRILLED OUT EXPANSION BOLTS WITH 1 /2" DIAMETER ADHESIVE ANCHORS. HOLE CLEANING PROCEDURE MUST BE FOLLOWED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. USE 1 /2" DIAMETER THREADED ROD (SEE DETAIL ABOVE) WITH POWERS AC100+ GOLD ADHESIVE. ALTERNATE ADHESIVES ARE AS FOLLOWS: HILTI HIT HY200 MAX ADHESIVE OR SIMPSON STRONG TIE SET ADHESIVE. TYPICAL ANCHOR �l REPLACEMENT AT RACK FRAMES. 111 REF PLAN SHELVING LAYOUT VARI RACK BRACI� BY SUPPLER RACK ELEVATIONS 7-03 VARIES OUTSIDE FACE OF END FRAME 12 GA STL ANCHOI PL (BY SUPPLIER) TYP AT EACH END ANCHOR BOLTS: (1) 3/8" DIA POWERS WEDGE BOLT+, REF 3-FXS2. hnom = 2 1 /8", ho = 2 3/4", (UNO). ANCHOR AT DEEP END CAP FRAMES- 1 1 /2"=1'-0" 7- 33 z \ Q J EL ANCHOR PL BY t SUPPLIER, TYP DEEP END CAP PLAN VIEW vA nlr[- DEEP END CAP DEEP END CAP FRONT VIEW SIDE VIEW TYPICAL DEEP END CAP SHELVING ELEV 7-01 ISSUE BLOCK CHECKED BY: BBB DRAWN BY DAN PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01 /30/14 OWNER PROVIDED INFORMATION NOT FOR REGULATORY APPROVAL OR PERMITTING RACK AND SHELVING ANCHORAGE DETAILS SHEET• FXS2