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HomeMy WebLinkAbout7631 Gall Blvd (16)a 9 4 00 REMODELED SQFT: 141000 EXISTING SQFT: 2053831 PROTO CYCLE: MAJOR PROJECT ZEPHYRHILLS FL DATE: STORE NO.: 00706-249 2021 PROTO: 192� SPBR DRAWING INDEX GENERAL PH2 PHARMACY ELEVATIONS ELECTRICAL C1 COVER SHEET PH2.1 PHARMACY ELEVATIONS BAS1 BUILDING AUTOMATION SYSTEM N1 GENERAL INFORMATION PH3 EQUIPMENT PLAN AND ELEVATIONS (FOR REFERENCE E1 LIGHTING PLAN SA1 BID ALLOWANCE SCHEDULE ONLY) E1.1 ENLARGED LIGHTING PLANS LS1 LIFE SAFETY PLAN MC1 MONEYCENTER FLOOR PLANS, DETAILS AND SCHEDULES E1.2 ENLARGED LIGHTING PLANS LBPFC LIQUOR BOX PAINT, FIX & CLEAN E1.3 LIGHTING DETAILS AND SCHEDULES ARCHITECTURAL GA1 FRONT GROCERY PLAN E2 POWER PLAN SP1 SITE PLAN GA2 REAR GROCERY PLAN E2.2 ENLARGED POWER PLANS SP2 SITE DETAILS GA3 GROCERY DETAILS E3 ELECTRICAL DETAILS SP3 SITE AND PAVEMENT SIGNAGE DETAILS E4 ELECTRICAL ONE -LINE DETAILS AND SCHEDULES D1 DEMOLITION PLAN STRUCTURAL E4.1 PANELBOARD SCHEDULES Al FLOOR PLAN S1 MAIN ID PARAPET EXTENSION EPH1 PHARMACY ELECTRICAL PLAN A1.1 FLOOR FINISH PLAN GE1 GROCERY LIGHTING PLANS A2 EXTERIOR ELEVATIONS FIRE PROTECTION Tl TELECOM PLAN A2.1 EXTERIOR DETAILS AND SIGNAGE FP1 OVERALL FIRE SPRINKLER PLAN A3 SECTIONS AND DETAILS FP2.1 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 1 SPECIAL ELEMENTS A5 ENLARGED PLANS, ELEVATIONS, AND DETAILS FP2.2 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 2 OS1 OWNER SUPPLIED ITEMS A5.1 RESTROOM PLANS AND DETAILS FP2.3 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 3 A5.1A RESTROOM FLOOR FINISH PLAN FP2.4 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 4 A5.2 RESTROOM DIMENSIONS AND DETAILS FP2.5 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 5 A5.3 RESTROOM ELEVATIONS FP3 FIRE PROTECTION DETAILS A6 REAR OFFICE PLAN A6.1 PARTITION TYPES AND WALL DETAILS PLUMBING A6.2 INTERIOR WALL SECTIONS P1 OVERALL PLUMBING PLAN A8 DOOR AND ROOM FINISH SCHEDULE P1.1 ENLARGED PLUMBING PLANS A9 CASEWORK P2 PLUMBING DETAILS AND SCHEDULES AC1 AUTOCENTER PLAN AND DETAILS TPH1 TEMPORARY PHARMACY PLUMBING PLANS BR1 BREAK ROOM PLAN AND DETAILS GC1 GARDEN CENTER PLAN AND DETAILS MECHANICAL TPH1 TEMPORARY PHARMACY M1 OVERALL MECHANICAL PLAN PH1 PHARMACY PLANS AND ELEVATIONS PH1.1 PHARMACY DETAILS a. , r < INTERIOR WALL AND CEILING FINISH VICINITY MAP GENERAL NOTES REQUIREMENTS BY OCCUPANCY TABLE 803.11 BUILDING CODE SUMMARY 1. BUILDING WILL BE FULLY SPRINKLERED AS GROUP INTERIOR EXIT STAIRWAY CORRIDORS AND ROOMS AND ENCLOSED REQUIRED BY CONTRACT DOCUMENTS. SUBMIT FIRE NAME OF PROJECT ZEPHYRHILLS, FL AND RAMPS AND EXIT ENCLOSURE FOR EXIT SPACES SPRINKLER SYSTEM DRAWINGS AND CALCULATIONS STREET ADDRESS 7631 GALL BLVD PASSAGEWAY ACCESS STAIRWAYS AND PROJECT * TO AUTHORITIES HAVING JURISDICTION FIRE DEPARTMENT, FIRE MARSHAL, ETC). OBTAIN ALL PROPOSED USE MERCANTILE RAMPS _ _- SITE �� APPROVALS PRIOR TO FABRICATION OR INSTALLATION. CODES BUILDING CODE FLORIDA BUILDING CODE 6TH EDITION (2017) BUILDING Al & A2 B B C 2. OWNER WILL PROVIDE, OR HAS ALREADY PROVIDED, EXISTING BUILDING CODE FLORIDA EXISTING BUILDING CODE 6TH EDITION (2017) BUILDING FIRE EXTINGUISHERS IN ACCORDANCE WITH NFPA ELECTRICAL CODE FLORIDA BUILDING CODE 6TH EDITION (2017) BUILDING -_ - --- ` 10. AUTHORITY HAVING JURISDICTION WILL PLUMBING CODE FLORIDA BUILDING CODE 6TH EDITION (2017) PLUMBING B,E,M,R-1 B C C FINAL NAL FIRE EXTINGUISHER LOCATIONS. 3. WAL-MAAPPROVE FIRT'S ALARM CENTRALS ENGINEERING TEAM MECHANICAL CODE FLORIDA BUILDING CODE 6TH EDITION (2017) MECHANICAL - - HAS CONTACTED THE AUTHORITY HAVING FIRE CODE FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) S B C C JURISDICTION FOR PRE -PLAN DATA ABOUT STATE ACCESSIBILITY CODE FLORIDA BUILDING CODE 6TH EDITION (2017) ACCESSIBILITY _ _- - - - :; I, AND LOCAL REQUIREMENTS THAT DIFFER FROM THE LIFE SAFETY 2015 LIFE SAFETY CODE - SIXTH EDITION NATIONALLY PUBLISHED CODES AND STANDARDS. A CLASS A: FLAME SPREAD INDEX 0-25; SMOKE DEVELOPED INDEX 0-450 COMPLETE SITE SPECIFIC SUBMITTAL IS BEING OCCUPANCY M - MERCANTILE; WHOLESALE OR RETAIL STORE (MAIN USE) - SECT 309.1 ADE DIRECTLY TO THE AUTHORITY HAVING JURISDICTION. QUESTIONS SHOULD BE DIRECTED S1 - STORAGE AREA; MOTOR VEHICLE STATION AND RECEIVING AND - SECT 311.2 CLASS B- FLAME SPREAD INDEX 26-75; SMOKE DEVELOPED INDEX 0-450 TO 1-800-530-9924, OPTION 3. STOCKROOMS (MIXED USE) 4. THE MAXIMUM STORAGE HEIGHT IS TWELVE FEET A2 - ASSEMBLY USE; BREAKROOM AND FOOD TENANT (ACCESSORY TO - SECT 303.1 GENERAL EXCEPT IN THE GENERAL MERCHANDISE RECEIVING MAIN USE) CLASS C- FLAME SPREAD INDEX 76-200; SMOKE DEVELOPED INDEX 0-450 AREA IMMEDIATELY ADJACENT TO THE DOCK B - BUSINESS; NON FOOD TENANT (ACCESSORY TO MAIN USE) - SECT 304.1 SCOPE OF WORK DOORS. THE STOCKROOM WILL HAVE A STACKING HEIGHT OF 15 FEET OF CLASS I -IV COMMODITIES!' TYPE OF CONSTRUCTION II-B UNPROTECTED (SPRINKLERED) PER SECT 602.2 AND TABLES 601 AND 602 EXTERIOR SURFACES: CLEAN, PREP AND PAINT FIXED, SINGLE AND DOUBLE ROW RACKS. THE STACKING HEIGHT OF THE ROLLING RACK AREA V•. INTERIOR WALLS: CLEAN, PREP AND PAINT NOT EXCEED 12 FEET. ALLOWABLE AREA UNLIMITED SECTION 507.2 SECTION 507.3 NOTICE OF ACCEPTANCE PHARMACY: PAINT AND CLEAN AS NOTED WINDSPEEDS AND DESIGN REFURBISH CUSTOMER RESTROOMS AS NOTED. 5. REFER TO SPECIFICATION SECTIONS 01600 - PRODUCT REQUIREMENTS AND APPENDIX A- PRESSURES LISTED ON BREAK ROOM: REVISED AS SHOWN. FIRE PROTECTION BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER STRUCTURAL DWGS. CUSTOMER SERVICE: REVISED AS SHOWN. PRODUCTS AND WORK BY OWNER OR SEPARATE CONTRACTOR. THESE SECTIONS INCLUDE SPECIFIC SYSTEM AND IS SURROUNDED ON ALL SIDES BY 60 FEET MINIMUM OF -- - ENTRY VESTIBULE: CLEAN, LIGHTING AND PAINT INFORMATION REGARDING ITEMS AND SERVICES TO PERMANENT OPEN SPACE. UNLIMITED AREA CRITERIA IS APPLICABLE. PRODUCT SUB FLORIDA FLORIDA PRODUCT NOA # AUTO CENTER: REVISED AS NOTED -NOA MONEYCENTER: REVISED AS SHOWN. BE FURNISHED AND INSTALLED BY INDIVIDUALS CLASSIFICATION OF WORK - LEVEL 2 - ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, CATEGORY CATEGORY PRODUCT # EXPIRATION DATE EXPIRATION DATE LIQUOR BOX: REVISED AS SHOWN- OTHER THAN THE GENERAL CONTRACTOR. 6. REINSTALL ALL FIRE EXTINGUISHERS IMMEDIATELY (EXISTING BUILDING CODE) THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE PICKUP, INTERIOR: REVISED AS SHOWN. PICKUP, EXTERIOR: REVISED AS SHOWN. FOLLOWING COMPLETION OF FINAL FINISH TO RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. MOUNTING SURFACE. , EIFS 14 PANEL WALLS FL 2030 DECEMBER 20, 2021 - 7.1 17 080 6 DECEMBER 20, 2021 7. REFER TO GENERAL CONTRACTOR PERMIT, REGISTRATION, NOTIFICATION INSPECTION & INSTALLER CERTIFICATION (GC PRN) REPORT LOCATED IN GC PERMIT INFORMATION FOLDER ON OWNER'S DOCUMENT DELIVERY WEBSITE. NOTE: EXISTING SQUARE FOOTAGE, EXISTING PATHS AND EGRESS WIDTH WILL NOT BE IMPACTED BY THE REMODEL SCOPE OF WORK NOTE: BUILDING WILL BE OCCUPIED DURING CONSTRUCTION, AREAS WILL BE SECTIONED OFF WITH DUST PARTITIONS OR SECURITY ALL WORK SMALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL FENCING AS NEEDED. ELECTRIC -- - - CODE, AND THE CITY OF ZEPHYRHILLS REVIEW DATE ORDINANCES REF SHEET A2 AND SP1 FOR FUTURE CITY OF ZEPHYRHIL EXPANSION INFORMATION pl-AN EXAMINER ARCHITECTURAL STRUCTURAL FIRE PROTECTION MECHANICAL ELECTRICAL BUILDING OFFICIAL CUHACI & PETERSON LLC JOHNSTON BURKHOLDER ASSOCIATES CUHACI & PETERSON LLC CUHACI & PETERSON LLC CUHACI & PETERSON LLC CITY OF ZEPHYRHILLS ROBERT DAY BART J. HALVERSON ANDREW VALENTE JOSE J. DIAZ JAISON P. MORAS BILL BURGESS 1925 PROSPECT AVE. 930 CENTRAL 1925 PROSPECT AVE. 1925 PROSPECT AVE 1925 PROSPECT AVE. 5335 8TH STREET ORLANDO, FLORIDA 32814 KANSAS CITY, MISSOURI 64105 ORLANDO, FLORIDA 32814 ORLANDO, FLORIDA 32814 ORLANDO, FLORIDA 32814 ZEPHYRHILLS, FLORIDA 33542 407-661-9100 816-421-4200 407-661-9100 407-661-9100 407-661-9100 813-780-0020 uj LL! _ Lu _o0o W F W O z o W= O 0 Q Q N_ W N H 2� W U Z F Q Q LL ���¢cn¢a=WQZooJ �r ooW�= z oQ� o-wi`nwirzawQO O ol �- Q OUQco� OC7U2�z} Z-�oaw �v:_0I ��}��-Ir ou)wOfYnLywwzzWO �QZwwW�ooC7Q00 =ZoQ"_-2wfr W zK CCW (%J FOUOOH W0-aw00-00 U) z U) z O U L m %0 r O ©J `y' 00 LLi W = CV 0 = o a Il o LLJ O z CD o li Q W of N 0 =mO cn O < W N Lu m z m 0 ISSUE BLOCK CHECKED BY: RD DRAWN BY: AJB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 O F FC O��O oERT S. pqy AR0014372 RED AR 11 /09/20 COVER SHEET SHEET: c 1 1 fl_ I I 1 111111 l I STRIPING CONDITIONS TACTILE EXIT SIGN 4,-0„ TACTILE SIGN REQUIREMENTS 1. A TACTILE SIGN STATING "EXIT" AND COMPLYING WITH ANSI Al17.1 SHALL BE PROVIDED ADJACENT SITE VERIFICATION REQUIREMENTS: TO EACH DOOR TO AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE. REF FLOOR PLANS FOR WALL LOCATION LOCATIONS. MAY VARY 1. THE ARCHITECT HAS MADE A SCOPE VISIT WITH MEASUREMENTS AND PHOTOGRAPHS OF EXISTING CONDITIONS AND THE ARCHITECTURAL DRAWINGS Q Ci 2. FOR CHARACTER WIDTH, THE UPPERCASE LETTER "0" SHALL BE USED TO DETERMINE THE INDICATE EXISTING CONDITIONS VERIFIED IN THE FIELD. IT, HOWEVER, REMAINS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING w ALLOWABLE WIDTH OF ALL CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE LETTER "O„ CONDITIONS PRIOR TO THE SUBMISSION OF A BID AND TO THE COMMENCEMENT OF ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE ELECTRICAL iv OF THE FONT SHALL BE 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE CONTRACTOR'S FAILURE TO VERIFY EXISTING SITE CONDITIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO, GRADES, EXTENT OF PAVING, OR UTILITIES. - w UPPERCASE "I" OF THE FONT. (ANSI A117.1-2009: 703.3.6) CHARACTER HEIGHT MEASURED FROM 2. ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR THE BASELINE OF THE CHARACTER SHALL BE 5/8" (16 MM) MINIMUM AND 2 INCHES (51 MM) CLARIFICATION AND INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN ASSUMING EXISTING BUILDING CONDITIONS '03 o Z MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I". MATCH THE ORIGINAL DRAWINGS. THE GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THE SITE, SHALL VERIFY ALL EXISTING STRUCTURAL STRIPING AT EYEWASH COLUMN DIMENSIONS, STRUCTURAL BEARING HEIGHTS, EXISTING DIMENSIONS, TOP OF MASONRY ELEVATIONS, ROOFING CONDITIONS (INCLUDING Q O 3. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. PARAPETS, SCUPPERS AND ROOF DRAINS), AND JOIST BEARING ELEVATIONS PRIOR TO THE FABRICATION OF ANY STRUCTURAL ITEMS. IF DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, CONTACT THE WALMART CONSTRUCTION MANAGER AND THE 4. CHARACTERS SHALL CONFORM TO THE FOLLOWING: ARCHITECT IMMEDIATELY TO DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH EXISTING CONDITIONS. THE BEGINNING OF STRUCTURAL STEEL Q 4.a. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS- FABRICATION BY THE GENERAL CONTRACTOR, STEEL FABRICATOR, OR JOIST MANUFACTURER MEANS ACCEPTANCE OF THE EXISTING CONDITIONS. 00 r SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. 3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER P7 L 4.b. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH AND A MAXIMUM OF 2". SHOWN OR NOT) PRIOR TO THE SUBMISSION OF A BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE WALMART CONSTRUCTION MANAGER OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS. z WALL LOCATION T-0„ 5. CONTRACTED GRADE 2 BRAILLE SHALL BE USED. DOTS SHALL BE 0.090" (2.3 MM) TO 0.100" (2.5 MM) 4. NOT USED. 12'-10" ° MAY VARY ON CENTER IN EACH CELL WITH 0.241" (6.1 MM) TO 0.300" (7.6 MM) SPACE BETWEEN CELLS. DOTS 5. NOT USED. w SHALL BE RAISED A MINIMUM OF 0.025" (0.6 MM) TO 0.037" (0.9 MM) ABOVE THE BACKGROUND. 6. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION. 7. THE CONTRACTOR SHALL VERIFY ALL GRADES AND PROPOSED FINAL GRADES. IF RAMPS, STOOPS, STAIRS, SIDEWALKS, FLATWORK OR PAVING ARE q o 6. CHARACTERS SHALL BE 48" MINIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASE OF THE INSTALLED, VERIFY FINAL GRADES SURROUNDING THE NEW CONSTRUCTION AND ADJUST STAIR RISERS, RAMP LENGTHS, LIMITS OF PAVING, ETC. TO LOWEST TACTILE CHARACTER AND 60 MAXIMUM ABOVE FINISH FLOOR MEASURED FROM THE ACCOMMODATE THE REQUIRED RAMP SLOPE, RISER HEIGHTS OR PAVING AREAS. ALL RAMPS AND STAIRS SHALL MEET ADA-ADAAGS (OR ADOPTED BASELINE OF THE HIGHEST TACTILE CHARACTER. HANDICAP ACCESSIBILITY REQUIREMENTS). IF THERE IS A CONFLICT IN FIELD CONDITIONS, NOTIFY WALMART CONSTRUCTION MANAGER AND THE ARCHITECT PRIOR TO THE CONSTRUCTION OR ORDERING OF MATERIALS. o 7. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE ALONGSIDE THE DOOR AT 8. THE CONTRACTOR SHALL VERIFY THE EXISTING FINISH FLOOR ELEVATION AT ALL NEW OPENINGS OF THE EXISTING BUILDING PRIOR TO ESTABLISHING THE THE LATCH SIDE. AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON FINISH FLOOR ELEVATION. TO VERIFY FLOOR ELEVATION, THE CONTRACTOR SHALL REMOVE A SMALL PORTION OF THE BLOCK WALL AT THE PROPOSED THE INACTIVE LEAF. AT DOUBLE DOORS WITH TWO ACTIVE LEAVES, THE SIGN SHALL BE TO THE OPENING BETWEEN THE EXISTING STORE AND THE ADDITION. _ RIGHT OF THE RIGHT-HAND DOOR. TACTILE SIGNS ARE PERMITTED ON THE PUSH SIDE OF DOORS 9. NOT USED. a0 WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES. SEE ALTERNATE SOLUTIONS FOR OTHER 10. NOT USED. SCENARIOS. 11. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WALMART AND THE ARCHITECT PRIOR TO MAKING ANY STRUCTURAL MODIFICATIONS STRIPING AT BALER OR ORDERING OF ANY MATERIALS. STRIPING AT HAZMAT CONTROL SIDE PREFERRED SOLUTION 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. RESTROOM DOOR SYMBOLS I SYMBOLS LEGEND =D 1/32" _RCASE ERING =1GHT OF LETTERING 9" MIN. TO 2" MAX. CORRESPONDING CONTRACTED (GRADE 2) BRAILLE SIGNS & IDENTIFICATION 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN TITLE III AND AS SPECIFICALLY REQUIRED IN THIS SECTION. 2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595C. 3. FOR CHARACTER PROPORTION, THE UPPERCASE LETTER "0" SHALL BE USED TO DETERMINE THE ALLOWABLE WIDTH OF ALL CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE LETTER "0" OF THE FONT SHALL BE 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". 4. MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH 2O10 ADA TABLE 703.5.5. VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER "I". CHARACTER HEIGHT MEASURED FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8" (16 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM. 5. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. 6. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING: A. CHARACTERS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS -SERIF UPPERCASE CHARACTERS. RAISED LETTERS SHALL BE DUPLICATED IN BRAILLE. B. RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8" HIGH AND 2" MAXIMUM BASED ON THE HEIGHT OF THE LETTER „1" C. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6" MINIMUM. PICTOGRAMS AND THEIR FIELDS SHALL HAVE A NON -GLARE FINISH. PICTOGRAMS SHALL CONTRAST THEIR FIELDS, WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. 7. CONTRACTED (GRADE 2) BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED. DOTS SHALL BE 0.090" (2.3 MM) TO 0.100" (2.5 MM) ON CENTER IN EACH CELL WITH 0.241" (6.1 MM) TO 0.300" (7.6 MM) SPACE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS. DOTS SHALL BE RAISED A MINIMUM OF 0.025" (0.6 MM) TO 0.037" (0.9 MM) ABOVE THE BACKGROUND. 8. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE ACCOMPANIED BY BRAILLE. TACTILE CHARACTERS ON SIGNS 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 BE 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. 9. SIGNS TO BE PROVIDED AT ALL PUBLIC MEN, WOMEN, FAMILY AND UNISEX RESTROOMS. ROOM NAME SHALL BE "RESTROOM" AT UNISEX TOILETS. f� 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 SALES POINTING IN ADDITION TO THE ROOM FINISH _166-1 SCHEDULE, A KEYNOTE OR BLOCK X.XX X.XX OF KEYNOTES ATTACHED TO HE X.XX X.XX ROOM NAME TAG APPLY TO THE X.XX X.XX ENTIRE ROOM COLOR INDICATOR -dddkkb- 2 FULL AND PARTIAL 2-A2 SECTION INDICATOR -Wdftbl 2 EXTERIOR AND INTERIOR 2-A2 ELEVATION INDICATOR SALES F-joo-1 ROOM NAME AND NUMBER A6 PARTITION TYPE INDICATOR 1001 DOOR INDICATOR OWINDOW INDICATOR OTV MONITOR COLUMN LINE INDICATOR 100'-0" HEIGHT ELEVATION INDICATOR EL 1000 PLAN ELEVATION INDICATOR 5 A2 1 , ENLARGED DETAIL INDICATOR 5 A2 DETAIL INDICATOR SIGNS CONTAINING TACTILE I I CHARACTERS SHALL BE LOCATED SO THAT THERE IS L - ^ J AN 18"X18" CLEAR FLOOR AREA CENTERED ON THE TACTILE CHARACTERS ALTERNATE SOLUTIONS A. WHERE THERE IS NO B. THE REQUIRED SIGNAGE MAY ALTERNATE LOCATION WALL SPACE ON THE BE INSTALLED SO THAT THE (NEAREST ADJACENT LATCH SIDE OF A SINGLE CLEAR FLOOR AREA IS BEYOND WALL, RIGHT HAND SIDE DOOR, OR TO THE RIGHT THE ARC OF ANY DOOR SWING OF OPENING PREFERRED) SIDE OF DOUBLE DOORS, BETWEEN THE CLOSED POSITION SIGNS SHALL BE ON THE AND 45 DEGREE OPEN POSITION. NEAREST ADJACENT WALL. LL C. WHEN SIGN IS REQUIRED AT D. WHERE REFRIGERATED CASES OR A BANK OF DOORS, PLACE (1) FIXTURES IMPEDE THE REQUIRED SIGN BETWEEN JAMBS. IF CLEAN FLOOR AREA, MOUNT JAMB IS NOT WIDE ENOUGH FOR SIGNAGE TO THE END PANEL OF SIGNAGE, PLACE (1) SIGN AT CASE OR OWNER PROVIDED END RIGHT SIDE OF BANK OF DOORS. PANEL FOR HALF GONDOLAS AND 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) WALL STANDARD FIXTURES L 12" MIN 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, 1DJACENT TO DOOR) G. AUTOMATIC SLIDING DOOR LOCATIONS TACTILE SIGNAGE CANNOT BE LOCATED ON AUTOMATIC SLIDING DOOR PANELS. PANEL WIDTH TO MATCH =PTH OF WAREHOUSE RACK EXT 0 I p w z J Q O 0- Q O ;f, w L J LU 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. GENERAL CONSTRUCTION REQUIREMENTS: 1. ALL WORK SHALL BE DONE IN A SAFE AND WORKMANLIKE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL AND/OR STATE (IF APPLICABLE) BUILDING CODES, NATIONAL ELECTRIC CODE, ADA-ADAAG AND OTHER ADOPTED ACCESSIBILITY STANDARDS, OSHA, AND ALL APPLICABLE CODES, REGULATIONS, ORDINANCES AND AUTHORITIES HAVING JURISDICTION (AHJ). 2. PROVISIONS REGARDING THE USE OF GAS AND DIESEL EQUIPMENT WITHIN AN ENCLOSED BUILDING, FORMERLY INCLUDED IN THIS PARAGRAPH, ARE NOW INCLUDED IN SECTION 01351 - REGULATORY COMPLIANCE 3. PROVISIONS REGARDING CORDS FOR ELECTRICAL EQUIPMENT AND ROUTING OF EQUIPMENT CORDS AND HOSES, FORMERLY INCLUDED IN THIS PARAGRAPH, ARE NOW INCLUDED 1N SECTION 01351 - REGULATORY COMPLIANCE 4. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO REVIEW THESE DOCUMENTS DOES NOT RELIEVE THE SUBCONTRACTOR OF ANY RESPONSIBILITY FOR PERFORMING WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 5. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR DRAPES AS REQUIRED AND/OR AS DIRECTED BY WALMART CONSTRUCTION MANAGER TO KEEP DUST AND MOISTURE FROM THE OPERATING AREAS OF THE STORE. 6. ANY DAMAGE TO WALMART'S PROPERTY, WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL COST TO WALMART; THIS INCLUDES ALL MERCHANDISE. CONTRACTOR SHALL PAY THE COST FOR ALL DAMAGED MERCHANDISE. 7. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS INCLUDES KEEPING THE BUILDING SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY SYSTEMS. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE STORE MANAGER PRIOR TO THE MODIFICATION OF ANY EXISTING SECURITY SYSTEM FOR THE OPENING (DEMOLITION) OF ANY EXTERIOR WALL. 8. 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 MAYBE STORED IN THE EXISTING BUILDING OR IN ANY NEW ADDITION. 9. 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. 10. 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. 11. WHEN EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES ARE TEMPORARILY REMOVED OR RELOCATED IN ORDER TO PERFORM WORK, THE CONTRACTOR IS RESPONSIBLE FOR RETURNING THEM TO THEIR ORIGINAL POSITION, RECONNECTION OF SERVICES AND APPROPRIATE MEANS OF ATTACHMENT UNLESS SPECIFICALLY DIRECTED TO DO OTHERWISE. 12. WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH AND REPAINT AS NECESSARY TO BLEND IN WITH ADJACENT WORK. COORDINATE WITH WALMART CONSTRUCTION MANAGER 13. 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. 14. IT IS IMPERATIVE THAT THE ROOF FRAMING, DECKING AND ROOFING SYSTEM BE COMPLETED IMMEDIATELY UPON THE DEMOLITION OF THE EXTERIOR WALL TO ELIMINATE POTENTIAL WATER DAMAGE OR MOISTURE INFILTRATION. THE CONTRACTOR SHALL KEEP THE BUILDING WATERTIGHT AT ALL TIMES. 15. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE STRUCTURAL ENGINEER/ARCHITECT FOR VERIFICATIONS, RESPONSES, AND SUBMISSIONS. 16, 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. 17. NOT USED. 18. MUD AND DEBRIS TRACKED ONTO OWNER PAVING OR CITY STREETS TO BE CLEANED IMMEDIATELY. 19. 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: 1. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH OSHA REGULATIONS. 2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION AND REMOVAL OF WALLS, DOORS, FIXTURES, PLUMBING, PAVING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON DRAWING OR AS REQUIRED FOR THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB. 3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING. 4. WHEN REMOVING EXISTING STRUCTURAL ITEMS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING, BRACING AND SUPPORT SYSTEMS TO KEEP THE EXISTING STRUCTURE INTACT AND IN A SAFE CONDITION. REFER TO SECTIONS 02023 AND 02251. 5. THE CONTRACTOR MAY NOT REMOVE THE BLOCK WALL IN A PROPOSED OPENING PRIOR TO THE ROOFING SYSTEM OVER THE NEW ADDITION BEING MADE WATERTIGHT. COORDINATE WITH THE WALMART CONSTRUCTION MANAGER AND THE STORE MANAGER TO SCHEDULE FOR DEMOLITION FOR NEW OPENINGS. 6. THE CONTRACTOR SHALL REMOVE ANY BUILDING SIGNAGE THAT INTERFERES WITH THE BUILDING ADDITION. WALMART WILL REINSTALL SIGNAGE OR ADD NEW SIGNAGE AT COMPLETION OF ADDITION. 7. NOTES INDICATING DEMOLITION WORK ARE NOT CONFINED SOLELY TO THE DEMOLITION PLANS. THE GENERAL CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS, INCLUSIVE OF SCHEDULES AND SPECIFICATIONS, TO DETERMINE FULL EXTENT OF DEMOLITION WORK. ABBREVIATION LEGEND GENERAL ABBREVIATIONS ABBR DEFINITION AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE ACRYL ACRYLIC ADA AMERICANS WITH DISABILITIES ACT ADJ ADJACENT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ARCH ARCHITECTURAL ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY ►�iP�l CU CONDENSING UNIT DIA DIAMETER DSD DIRECTS SHIPPING DELIVERY EAS 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 GR GROCERY GYP BD GYPSUM BOARD HC HANDICAP HDTV HIGH DEFINITION TELEVISION HORIZ HORIZONTAL HSA HEADED STUD ANCHOR HSS HOLLOW STRUCTURAL SECTION HT HEIGHT 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 LONG LONGITUDINAL MAX MAXIMUM MAU MECHANICAL AIR UNIT E MASONRY ELEVATION MECH MECHANICAL MEP MECHANICAL ELECTRICAL PLUMBING MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTL METAL 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 TO REINF REINFORCING REQD I REQUIRED SIGNAGE LEGEND S►m SIMILARcUnirv�li�u1� SJI STEEL JOIST INSTITUTE SPECS SPECIFICATIONS SS STAINLESS STEEL STD STANDARD SIGN STRUC STRUCTURAL L J 00 T&B TOP AND BOTTOM p TEMP TEMPERED SIGN, REF NOTE 3. THK THICKNESS FF TO TOP OF TOC/TC TOP OF CONCRETE 1. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE TOF TOP OF FOOTING FOLLOWING LOCATIONS: TOGB TOP OF GRADE BEAM A. ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE ACCESSIBLE TOM TOP OF MASONRY B. ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE -USER TOILETS ARE CLUSTERED AT A SINGLE LOCATION TOP/TP TOP OF PAVING C. ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE ACCESSIBLE. THE SIGN, WHERE PROVIDED, SHALL BE ABOVE TOS TOP OF STEEL THE CHECK-OUT AISLE IN THE SAME LOCATION AS THE CHECK-OUT AISLE NUMBER OR TYPE OF CHECK-OUT TRANS TRANSVERSE IDENTIFICATION TYP TYPICAL D. UNISEX TOILET AND BATHING ROOMS UNO UNLESS NOTED OTHERWISE E. ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE NOT ALL SUCH ROOMS ARE ACCESSIBLE VCPFC VISION CENTER PAINT FIX CLEAN 2. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE ELEMENT SHALL BE PROVIDED AT THE VERT VERTICAL FOLLOWING LOCATIONS. THESE DIRECTIONAL SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY: W WIDTH A. AT EACH SEPARATE -SEX TOILET INDICATING THE LOCATION OF THE NEAREST UNISEX TOILET WM WALMART 3 TACTILE URE FS ROM THE BASE OF THE D48 INCHES ( 1220 MM) MINIMUM ABOVE THE ( LOW T TACIHEINCHESLE ARAC R AND 60 CHES 115 5 MM MAX MUMSH FLOOR OR O UND SURFACE, M ASABOVE HE FINISH DEFINITION LEGEND 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 FINAL MERCHANDISE PLAN - FINALIZED MERCHANDISE PRINT FROM WM TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE ALSO REFERRED TO AS THE DEAL BOX COPY 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 [CC A117.1 SECTION 703.4 OR ADA SECTION 703.3. aw c6 5 O Q W m 2 Q fnOWPt-W� LL w ¢° �wozoWxoaN aN��W-wU)U tzOwow ¢ O IL it "� ain¢ax¢� 0<U)-I-x2~ .Lu = aaxcn 0 �E;,WNaFW,9D�walw.o° ~ zLLgaoaLLOW-1�XO � J�VO�ZW Vd'}U3LL�< awmD 2zwa) woUwZzUzz !�-p T¢z0WL.0Oa ou (n HOWdOa F-liwdmF m a rn 00 L It 04 rn Lo C=) J c� co 0 O `L � 1_J ^ C C! ) N O = 0 ry Gig�_=O d 11 C)can NO Z S N W iY 0 =m0 W NM r� ti w m z m 0 ISSUE BLOCK CHECKED BY: RD DRAWN BY: AJB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 GENERAL INFORMATION SHEET: Nl BID ALLOWANCE SCHEDULE CEILING SCHEDULE SC THE QUANTITIES PROVIDED BELOW ARE FOR PRELIMINARY ESTIMATING/BIDDING PURPOSES ONLY. CEILING TILE BID wa ALLOWANCES ITEM DESCRIPTION QTY ADDITIONAL NOTES SHEET REFERENCE CEILING TILE REPLACEMENT AREAS QUANTITY OF TILES (NTD: UPDATE TILE QUANTITIES PER PROJECT IN BRACKETS) CART CORRALS 13 CORRALS SP1 MONEY CENTER, EQUIPMENT, STORAGE, HALLWAY, UPS, SPARK, MANAGEMENT, TRAINING AND ALCOVES (3) 22 COURTESY DESK (CUSTOMER SERVICE) (INCLUDING RETURN STORAGE) 8 DUST WALL 20 LF... TENANT SPACE... D1 180 LF REFRIGERATED CASES VISION CENTER FULL TILE REPLACEMENT GONDOLA SHELVES 32 SHELVES Al NON SALES AREA (EDIT ACC CUSTOMER SERVICE (AND WAITING AREA) 8 AS REQUIRED SITE TO STORE /LAYAWAY /PICKUP 8 PER BREAKROOM 24 PROJECT) GROCERY (PROVIDE QUANTITY OF TILES TO BE REPLACED USING EXISTING REFLECTED CEILING PLANS AND OR LIGHTING PLANS) REPLACE ALL CUSTOMER VISIBLE TILES IN SERVICE AREAS I.E. DELI, BAKERY, SEAFOOD. (2 TILES EACH IN PREP AREAS) CASH WRAPS 16 Al PHARMACY FULL TILE REPLACEMENT STRAPPED EQUIPMENT 50 Al ALL OTHER ROOMS ETR (UNO) CEILING CLEANING WALL FINISH 125 SF FRP -GROCERY SERVICE (CUSTOMER VISIBLE AREAS) Al ALL CEILING TYPES REFERENCE SPEC 01740 20 LF BASE -GROCERY SERVICE (CUSTOMER VISIBLE AREAS)) Al FLOOR FINISH 0 SF TILE AND/OR EPDXY -GROCERY SERVICE (CUSTOMER VISIBLE AREAS) Al BOLT HOLES/ SPACES TO REPAIR 90 A1.1 JOINT REPLACEMENT REPLACE ALL JOINTS WHERE VCT IS REMOVED SALES FLOOR AND CUSTOMER AREAS A1.1 170 LF FRONT SIDEWALK AT ENTRANCES SP1 CEILING --- REF SA1 CEILING SCHEDULE F U a �IJ W 0Fw- 4' LL Z } fn O--tea OwmrwU Z pKf�_- papa -U rQ !Y dN�ow?Wwv�o�� mH � O UZ 2F�Ffnaa=a�Qaw Z T- ON�Za-FO o z�OF�O K ('JUa(�U��Z} Q �VO�<o F-OVir ZW~Jw�~� CgZ � UmHOw=�wwwZwZ �az�,�Too�ao� to F- ODUot- ffaawoam z Q z O U04 cCD L n m a 00 ao L-� L� C%) J N O V la- O M NO o N 0 W oor— 0 m0 � J ISSUE BLOCK CHECKED BY: RD DRAWN BY: LR PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06l20 11 /06/20 BID ALLOWANCE SCHEDULE SHEET: SA 1 1 E 6'-3" 6'-3" 3LEAR WIDTH 76 CLEAR WIDTH 76" / .20 76" / .20 380 OCCUPANTS 380 OCCUPAh 6'-4" 6'-4" CLEAR WIDTH 76 CLEAR WIDTH 76" 76" / .20 76" / .20 380 OCCUPANTS 380 OCCUPANTS j � H T-5" T-5" CLEAR WIDTH 89" CLEAR WIDTH 89" 89" / .20 89" 1.20 445 OCCUPANTS 445 OCCUPANTS 73' III --- i I � I 2x (33" / .20) _ 330 OCCUPANTS TOTAL EGRESS FOR SALES FLOOR OCCUPANCY: 4800 1. IF ONLY MEANS OF CUSTOMER ENTRANCE IS THROUGH ONE EXTERIOR WALL OF BUILDING, ONE-HALF OF REQUIRED EGRESS WIDTH FROM THE FLOOR SHALL BE LOCATED IN SUCH WALL (37.2.5.7) 2,400 OCC X .20 = 480 REQUIRED 3,100 OCC X .20 = 620 PROVIDED 2. NOT LESS THAN ONE-HALF OF REQUIRED EXITS SHALL BE LOCATED SO AS TO BE REACHED WITHOUT PASSING THROUGH CHECKOUT (37.2.5.8) 2,400 OCC X .20 = 480 REQUIRED 4,215 OCC X .20 = 843 PROVIDED SHEET NOTES 1. MAINTAIN A MINIMUM OF T-0" AISLE WIDTH ON THE SALES FLOOR WHERE MERCHANDISE OR OTHER OBSTRUCTIONS ARE PLACED ON ONE SIDE OF THE AISLE, AND 3'-6" AISLE WIDTH WHEN SUCH OBSTRUCTIONS ARE PLACE ON BOTH SIDES OF THE AILSE. 2. ALL EXIT SIGNS AND EMERGENCY LIGHTS ARE SHOWN ON SHEET E1, (SYMBOLE LEGEND ON E3), AND WILL BE SUBJECT TO INSPECTION FROM THE FIRE MARSHAL HAVING AUTHORITY PRIOR TO FINAL APPROVALS. 3. 250' MAX. TRAVEL DISTANCE IS SHOWN AS A DASHED LINE. 4. CLASS OF REHABILITATION IS CLASS III - TYPE B. LEGEND LINE REPRESENTS 250 FEET OR LESS - - - - OF TRAVEL DISTANCE TO EXIT DOORS WITH DIRECTION ARROW [) 3 4 1 y o) 1 7 I (a) 9 10 ili 72 13 14 15 2x (33" / .20) = 2x (33" 1.20) = 2x (33" / .20) = 330 OCCUPANTS I330 OCCUPANTS I 330 OCCUPANTS I I� 3" /OCCUPANTS 09128'= it _-0 76' 94' a ii -� f F-Fl( �m .momo Di6 .m m ox 090 D30 ➢5U { I I 1 I 1oT � „ �o D x x ( I q -9 102' I I I I 165 OCCUPANTSILI I 1 - - L 11'-7 Cn 165, C° . � I I H H I3 I ®� ra °G - Hin ZWHD ° H 33"/.20= R H ® ® ( i iT 165 OCCUPANTS , f-1 H H ® N1 . J e s i n _ 3:. ; I I H 81 0 191 s - �ci) I H I -H f > ,a. c L 64 I _, I �,-�,N ri m H_ N N_ I m H_ H_ F-1 N_ M m H_ tI *1 _ v 165 OCCUPANTS 131' 1' i m'' G ❑ M7'-0" ER 0 n 'HM' �L H F m ®�� 12 ' 1 f 204 �� 0 D - - LK I mt o�k.P 33" / .20 = H 165 OCCUPANTS t t- 2x (33" / .20) _ 330 OCCUPANTS C I 5'-2" r as psi A - - ,q - - - - - - I .l � 45 csb �a: � css ose � n B EEEM I o 126"/20= - � - - J 630 OCCUPANT -� O O O O ift O O - - - ENLARGED GR GATES FLOOR PLAN ENLARGED GM GATES FLOOR PLAN co - --- 206} 0 -0 6 ��l C I: 190,5.2„ �3 - 33" / .20 = m M m H N_ •5151' _ 165 OCCUPANTS 093 .s it:.v1 233' �' R1 R M® 4 H fJ [1 [1 0 0 {1 LT I ' ♦ R R CI 011 Im M, 236' M' _1 `T` IS M B 226' 16'-2" 14' u _ = m I I z 117'� I 33" / .20ILC = - N 11' I 217T H H i 165 OCCUPANTS as 9® MH, w J �f H, ®[RI 0 0 Im, 220 I o = - ra a. ., w _ 33" / 20 a 123' `D 165 OCCUPANTS 165 OCCUPANTS 1 6' 2" I I I I � I I 5' 6" 7'-11� � O R R I' �® R :M 4 E _ I I 6'-3" 1 3 a JJ a - n 101-01, 95- _L '? 35' r \ H �8`-111, o n ;. H 1 i 1 Iti O \- r - --- I t, ;'� - -9 ❑❑ ❑� � � � '.;t I _ - I I � I I 6' 1„ 5' 70 , 102' 150 1u I I 1 ) i s - -01Z x (44" / .20) I s a • u ® ® ® 880 OCCUPANTS 8'-3" h 79' 8 0' ❑❑ I u 1-. e = 165 OCCUPANTS I ( G ° I� ® C° �. 7'-0 1 I 52 I o--a to I Q� oo 33/ .20 165 OCCUPANTS y - �� 3 k €3 I I S = 4s r 1 II I E21= 122" / .20 = 610 OCCUPANTS 122" / .20 = 1 610 OCCUPANTS 2 LS1 33" 1.20 = 165 OCCUP 2 x (44 / .20) = - - 33" / .20 = 33" / .20 = 440 OCCUPANTS 165 OCCUPANTS 165 OCCUPANTS 122" / .20 = 122" / .20 = 610 OCCUPANTS 610 OCCUPANTS Qof z W ¢ _ z Q w (n O-mc�a r m�xwo � Ow r-w o�oaoa>Wo�a ¢u)='2No§ Zww aw aQUoO m¢~xp2Uz=LL a<n~-x2 �8nHaz ¢wOoaTp O s�ZML00x>- ML Uujco}01._owwz r)Q }n� of 0U 0WnwWrc wZZW0 w-o.-�- rj)w00 LL (n =zo wOf�z�CCw NOU��F [If aQwomm w m a m �©Lor =) © co L jV � Uju� o = N F- �2o a M o N Gig W NO Z Q LLI I cif W N �' ti w m z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: AJB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /06/20 LIFE SAFETY PLAN 2 a P m M i O C7 M ., N i N 0 - O � 6 3/16" = 1'-0" 3/16" = V-0" LIFE SAFETY PLAN 1" = 30'-0" SHEET: LS1 PLACE BOLLARDS AND NEW CONCRETE - MATCH ADJACENT FINISHES - PROVIDE BROOM FINISH ON NEW CONCRETE PROVIDE NEW PATTERNED CONCRETE - MATCH ADJACENT FINISHES N ` 4'-6" 4'-6" 4'-6" 4'-6" N 6.58 42" 1., FZIl7 ( l 1 TYP OF 3, REF 2 -SP2 REMOVEABLE --/ 1,2'-0" T-0" L2'4' 6'-7" 5.01 42 BOLLARD, REF 2 - SP2 REF 1 - SP2 GM BOLLARD PLAN 3/16" = 1'-0" DETECTABLE WARNING AREA, ETR F —j r BOLLARD, ETR O ® TYP OF 3 REMOVE EXISTING PATTERNED CONCRETE GM BOLLARD DEMO PLAN 3/16" = 1'-0" PLACE BOLLARDS AND NEW CONCRETE - i MATCH ADJACENT FINISHES - PROVIDE il BROOM FINISH ON NEW CONCRETE 0 0 '-- '----------=o • �fl►l�flflflflflflAfl�flflflfl�lf6�flflfl� ������Ofl��flflff�fl� ,ME lwoonflfl=flflflf mmlINAflflfl��flflflfiflflflflflflflflflfNO�fl� �flflflflflflflflflflfl�flflfl�llflflflfll flflfl�fl�flflflfl�flflff�fl� loossmonmp�MEN 12"(5.01 2'-0" T-0" TYP OF 2 REF 2 - SP2 Al :14 It i>•91S AM, 3/16" = 1'-0" REMOVE EXISTING CONCRETE SHOWN DASHED FOR INSTALLATION OF NEW BOLLARDS PROVIDE NEW PATTERNED CONCRETE - MATCH ADJACENT FINISHES 0 0 N 4'-6" _1�- 3'-1" 6'-7" -� 58 �42 TYP OF 3 REF 2 - SP2 BOLLARD, ETR ® ��, O TYP OF 3 DETECTABLE Z- REMOVE EXISTING REMOVE EXISTING CONCRETE — — — WARNING AREA, ETR PATTERNED SHOWN DASHED FOR CONCRETE INSTALLATION OF NEW BOLLARDS 3 5 SP1 SP1 LEGEND FUTURE EXPANSION FUTURE GARDEN CENTER DEMOLITION SITE SHEET NOTES 1. POWER WASH SIDEWALK ON FRONT OF BUILDING AND ACC. 2. PROVIDE NEW SEALANT AT ALL JOINTS BETWEEN EXTERIOR WALLS AND ADJACENT CONCRETE SIDEWALK/PAVING, REF SPEC 07900. IF PRESENT, REMOVE EXISTING SEALANT AND BACKER PRIOR TO RE -SEALING JOINTS 3. REPAINT PERIMETER SIDEWALK AND FIRE LANE CURB. 4. RAISE ALL SITE SIGNS WITHIN CLOSE PROXIMITY TO STRUCTURE TO 7'-0" ABOVE GRADE. REF 6-SP2 5. REPLACE ALL MISSING SITE SIGNS WITHIN CLOSE PROXIMITY TO STRUCTURE. 6. INSTALL ALL SITE SIGNS AT BUILDING SIDE OF DRIVE LANE IN BOLLARDS. REF 5-SP2 KEYNOTES 2.23 INSTALL NEW PLASTIC SLATS 5.01 6" PIPE BOLLARD WITH GRAY PLASTIC SLEEVE (HEIGHT OF SLEEVE NOTED ADJACENT TO KEYNOTE) 6.58 INSTALL GRAY BOLLARD COVERS AT FRONT ENTRANCE BOLLARDS. ANCHOR COVERS TO BOLLARD. REF SPEC. 10 w oui } U) o�DsQ aWp'W- w W = _ - z � H cl� a W" w"'zw¢ O LL xF'am¢mi¢000wl a¢0 w~ E'-oow�= Q2 O �u5wc aural Zd<Y�O UUZ_ l-W=UIY (YU} ao0Q Q uo }>- LL na 0aw0w::) d ZZOo �azHti�WOOS➢¢OU U) I=-OO)On wwmm omm Of m IL 0 o 0') to M C) ©�M O O LL t1 ^ dcli 0) O N to Gig = CD0-O M NO o N 111 tL' 0 r W Nco C ti w m z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: EB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /06/20 SITE PLAN 3/16" = 1'-0" U �.� SITE PLAN 1" = 30'-0" M\I SHEET: spi A. a A- 0 m 0 N N O CONCRETE SLAB PAVING PATTERNED CONCRETE AREA REF SP1 FOR LENGTH 3'-0" SLOPE �r AGGREGATE BASE REF SPEC 1 SIDEWALK SECTION REF STRUCTURAL FOR ALL REINFORCEMENT REQUIREMENTS BOLLARD MUST BE SET PRIOR TO PLACING OF PAVING OR SIDEWALK PATTERNED CONCRETE AREA REF SP1 FOR LENGTH PAVING \ AGGREGATE BASE REF SPEC 0 d CONCRETE SLAB - BOLLARD CAP OR PLUG ENDS OF STEEL BOLLARDS TO PREVENT WATER FROM COLLECTING AND CONCRETE FROM ENTERING DURING PLACEMENT PLASTIC BOLLARD SLEEVE. REF SPECS 6" DIAMETER STEEL PIPE BOLLARD OMIT CONCRETE FILL (DO NOT OMIT CONCRETE FILL AT BOLLARDS AT PROPANE STORAGE) mi PLACE FINISHED SURFACE TIGHT TO BOLLARD 18" DIAMETER FOOTING PATTERNED CONCRETE AREA REF SP1 FOR LENGTH. NEW PATTERNED CONCRETE TO MATCH EXISTING REMOVE CONCRETE AND PATTERNED CONCRETE FOR INSTALLATION OF BOLLARD INFILL CONCRETE AND PATTERNED CONCRETE TO MATCH ADJACENT PATTERNS, COLORS, FINISHES AND SLOPES. REF PLAN FOR EXTENTS OF REMOVED AND NEW CONCRETE. 1/2" X 8" SMOOTH DOWEL 8" MIN INTO EXISTING CONCRETE 24" OC AT PERIMETER OF NEW CONCRETE. GREASE END OF DOWEL AT NEW CONCRETE. NEW 6" DIAMETER STEEL PIPE BOLLARD REF PLAN FOR LOCATION T-0" ww1►1TAIIATA SECTION SECTION A NEW CONCRETE EXISTING PAVING z w ry 0 ry J O m J w w w w co J O w REFSTRUCTURALFOR ALL REINFORCEMENT REQUIREMENTS BOLLARD MUST BE SET PRIOR TO PLACING OF PAVING OR SIDEWALK PATTERNED CONCRETE AREA REF SP1 FOR LENGTH PAVING 3'-0" sI'lla-li'll ul loom - CAP OR PLUG ENDS OF 6" BOLLARD AND ONE END OF THE 8" STEEL BOLLARD SLEEVE TO PREVENT WATER FROM COLLECTING AND CONCRETE FROM ENTERING DURING PLACEMENT. PLASTIC BOLLARD SLEEVE. REF SPECS 6" DIAMETER STEEL PIPE BOLLARD INSERTED INTO 8" DIAMETER PIPE SLEEVE - OMIT CONCRETE FILL 8" SLEEVE FLUSH WITH TOP OF SIDEWALK b PLACE FINISHED SURFACE SECTION TIGHT TO SLEEVE NTS HOLD TOP OF �_ FOOTING DOWN ° 8" DIAMETER SCHEDULE 80 16" FROM 9 STEEL PIPE SLEEVE FLUSH FINISHED WITH TOP OF FINISHED SURFACE d SIDEWALK ELEVATION 18" DIAMETER FOOTING FILL BASE WITH MASONRY SAND AS REQUIRED TO RAISE PIPE SO THAT PLASTIC SLEEVE HEIGHT MATCHES ADJACENT BOLLARD SLEEVES. REMOVABLE BOLLARD PLACE FINISHED SURFACE TIGHT TO SLEEVE 6" DIAMETER STEEL PIPE BOLLARD INSERTED INTO 8" DIAMETER PIPE SLEEVE SEAL GAP AT BASE OF BOLLARD 8" DIAMETER SCHEDULE 80 STEEL PIPE SLEEVE FLUSH WITH TOP OF FINISHED SIDEWALK � Q :pj:5 W z11) w U) 6J0j¢ OW" i � LL�Hd'4pQUULLF22 � Qa~OOZO�2_OQW� Ww�QH�Jw�f Z2¢ N rq >'¢ a2QU00� O dQiJD-FK��'QA Fw Z a m w Q¢IW-Oo---wwZawQ0 O �iU)ZNoFw5wwo'pr H <t C7UQcp� OOU�K ? zLLOoaLL- o Of ��o��owwU�}criu.cna a �U=a.2Uwwviz=wzr�wWZow~-�Z 0)�Ww wW W�CL¢o�w�QWwz<6wzao fn i-OU�ot �aawoam iY om (L U) ©D L L7 CC7c) � V O u— IL �-- U J N o Gig a o Nce) N O o > W cv i m F- Lu M NCD w m z m 0 ISSUE BLOCK CHECKED BY: RD DRAWN BY: EB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /06/20 SITE DETAILS SHEET: SP2 1/2" = 1'-0" lrr�■., 1/2" = 1'-0" I TOTAL SEAL C STALL SIGNAL (TYP OF I CROSS) GC TO F EXISTIN STRUCI WALMA BLUE. R SPEC S GC TO ENTIRE PER SPI CURB, E I SIDEWP SURFACE MOUNTED CONTINUOUS GEARED HINGE DOOR, ETR STAND ALONE j CARD SWIPE DOOR TY 3/8" = 1'-0" SURFACE MOUNTED J.BOX, BY GC. REF ELECTRICAL AUTO DOOR 4L 1 T - 6" DOOR ALARM T.O. CANOPY P76U 9' - 7 3/8" STAND ALONE P76U CARD SWIPE B.O. CANOPY PREFINISHED BY VENDOR G.C. TO PAINT EXISTING DOOR LEAF AND ENTIRE FRAME P76U. 0 0 ARMORPLATE FG EL EXTERIOR VIEW INTERIOR VIEW PE OPTIONS - OWNER FURNISHED EXTERIOR NOTE TO GC: MAINTAIN EGRESS PATH DURING CONSTRUCTION WHEN WORK IS NOT BEING CONDUCTED AT DOOR. LIMIT _ DISRUPTION OF EXIT DURING�_________a CONSTRUCTION IF WORK - __________� L ____LQJ - REQUIRES THE BLOCKAGE OF THE I-%19 1 i = DOOR, NOTIFY STORE oo I 1 ! MANAGEMENT AND COORDINATE i 1 i 4 ! WITH FIRE DEPARTMENT.1- la I I to oll L J I LOOJ I NO ACCESSIBLE PARKING--------------------------------L - - - - - - - - - - - - - - - - - 1 n - - - - - - - T SPACES ARE BEING OMITTED L------- -iLi------_s�______JJ OR ADDED TO THIS SITE. ro,9_1 r �I loot r I �I� STALL I�l i dill SIGNAGE, ETR g l a l l (TYP OF 12) L J LO -i 1 L-- - - - - -- -- ------ J L - - - - - a -- _- ----- J LI CROSSWALK, ETR I ! IGa I I 1� I�NJI! lg l I I lai L�J I L00 I I EXISTING PICKUP JI STRIPING AND PICKUP ----------------- L__--____-_--_-_L r----------------nn-------Tl-------i— L ----- ----J LJ----_--1�----_-JJ EMBLEMS TO BE ----------------- r----------- - - - - -r REMOVED. F-%97 i r��ll 0 FOR SEAL COAT oo l l INFORMATION LJI I L001 1 CANOPY, ETR ! 1 n----- -______ ____— L - - J L - - - - - - - - - - __ J °71 (1 r ! l 0o I I �I � I .6 IGa I � i� I mil! L J I LO�J I - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - L F--- --------------- rn-------T------� L - - - - - - - - - - - - - - - - J LJ - - - - - - - -1>- - - - - - - J J ----------------- r—————— ——— -----r I�I I III Ida I � I� l dll ICI loll 0 L J LO %J 1� CURB, ETR 0 0 0 0 0 0 0 0 a O a 0 0 0 0 0 0 0 SIDEWALK, ETR D a a O O 20'-0" CANOPY GC TO REPAINT EXISTING CANOPY STRUCTURE TO WALMART BLUE. P76 REFERENCE SPEC SECTION 10732. CANOPY ELEVATION 3/16" = 1'-0" REF MEP AND STRUC FOR ADDITIONAL SCOPE OF WORK AT THIS AREA THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) PRIOR TO THE SUBMISSION OF THEIR BID OR THE COMMENCEMENT OF CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY THE WALMART CONSTRUCTION MANAGER OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS. PAINT STRIPING TO MATCH ADJACENT NOTE: DAMAGE/ REMOVAL OF EXISTING TREES/ VEGETATION IS PROHIBITED WITHOUT WRITTEN CONSENTFROM THE AHJ AND WALMART CONSTRUCTION MANAGER. IF THE RELOCATION OF SITE DIRECTIONAL SIGNAGE IS REQUIRED, COORDINATE WITH THE WALMART CONSTRUCTION MANAGER FOR NEW LOCATION. nn1 n" TYP G.C. TO VERIFY DIM IN FEILD TO MATCH EXISTING STALL WIDTH LT­ - — - — - — O= SIGNAGE MOUNTED ON L_ _j POLES, ETR z-i _¢ o CD b }d} ~ ❑ CD >z L_ �:: �co >w OCL U 'v PARKING STALL 1 /4" = V-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. Q 0� wozm DvS��co Lt! fn wa O J�2, Q O w m H w 0 W 0O <z�F0o0 O nm�Wozom��ZdQ �F �a n¢a =¢n0°J L. cn�����W�w aa00 � acn m = z O NWOFwOfZ'�QO00 Q C�UQLL m� OaL)Q�x > �()Oo~OUit>-nLL,< IL 4 �� - WOar -DW OcrZZOO �¢z -uiW00(D¢00 W =ZOQy: WifofZ0� Q�W 0000ffacLwoam U) z z O U m 00 L Lo ©� 0 0 LL LL L_J CJ) J O _ N co 0 J=oa Q- O M `^r' N 0 Li Q z 0OLO N W ® =m0 W NM ti w m z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: AJB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /09/20 SITE AND PAVEMENT SIGNAGE DETAILS c PICKUP PARKING ENLARGED PLAN PICKUP PARKING ENLARGED DEMO PLAN 3 1 " = 10'-0" O O 1 " = 10'-0" Z OVERALL SITE PLAN 1" = 80'-0" SHEET: SP3 ALL PLYWOOD ON SALES { EXISTING ROOF DECK FLOOR SIDE OF PARTITION { { TO BE PAINTED P131 I STUD TRACK ATTACHED TO BOTTOM OF DECK AT 48" O.C. { INSTALL CONTINUOUS LAYER I I I { { 6 MIL POLY CLEAR SHEETING WALL TO BE REMOVED FROM FLOOR TO ROOF DECK, { OVERLAPPED AT JOINTS A { { I I MINIMUM OF 2'-0" AND f { CONTINUOUSLY TAPED AT ALL I I EXISTING FINISH CEILING JOINTS. SEAL VOIDS AT DECK ( { REMOVE CEILING PANELS 2 ROWS OF 2X BLOCKING { AND LIGHTS AT WALL { { BETWEEN STUDS. LAP 6 MIL. I I LOCATION. GRID TO REMAIN. I POLY CLEAR SHEETING { SEAL CLEAR SHEETING { { BETWEEN ROWS AND ATTACH { { AROUND GRID { { @ 24" O.C. 2x BLOCKING BETWEEN 6-0" @ LOAD BEARING { { STUDS, PROVIDE 2X BLOCKING BEHIND EACH 4'-0" ALL OTHER LOCATIONS HORIZONTAL JOINT IN THE { { PLYWOOD WALL COVERING DEMO AREA AND ATTACH PLYWOOD TO STUDS AND BLOCKING AT METAL STUDS @ 24" O.C.: { 12"OC MAX, TYP WALLS UP TO 14': ( 3-5/8" X 22GA { FRP ON 1/2" C/D PLYWOOD WALLS HIGHER THAN 14': OVER 6 MIL. POLY CLEAR +� 6" X 18GA { I SHEETING FROM FLOOR TO BOTTOM OF FINISH CEILING. { 3-5/8" x 22GA INSTALL FULL SHEETS, LONG METAL STUD { DIMENSION HORIZONTAL I BRACE @ 96" { STUD TRACK. ANCHOR I I O.C. AT 48" O.C. CONTRACTOR'S { OPTION FOR CONTINUOUS SEALANT i i ATTACHMENT f BETWEEN BOTTOM EDGE OF { FRP AND FINISH FLOOR I I { FINISH FLOOR CONTINUOUS SEALANT AGAINST TRACK NOTE: TYPICAL AT FOOD AREAS WITH CEILINGS / NOT ON AN EXTERIOR WALL TEMPORARY FRP CLAD BARRIER/DUST DRAPE 3/4" = 1'-0" 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 112" C/D EXT. PLYWOOD SCREWED TO STUDS OVER 6 MIL CLEAR POLY SHEETS EXISTING WALL TO REMAIN M PAINT DUST WALLS TO MATCH ADJACENT IF DUST WALLS TO BE IN PLACE MORE THAN TWO WEEKS. COORDINATE WITH WALMART CONSTRUCTION MANAGER SALES 2x4 STUDS @ 24" OC (TYPICAL) CONTINUOUS SEALANT BOTH SIDES OF SILL PLATE 2x4 TREATED WOOD SILL PLATE CD z z w d O O z m X w 2'-0" SECURITY ENCLOSURE 3/4" = 1'-0" DO NOT USE DUST WALL TO SHORE ROOF CONTINUE PLYWOOD JOISTS TO DECK WALL TO BE REMOVED 4/2" CD PLYWOOD 6'-0" LOAD BEARING 4'-0"X8'-0" 4'1 ELSEWHERE HORIZONTAL PROVIDE 2x4 NAILER AT ALL JOINTS I DEMO AREA INSTALL CONTINUOUS LAYER 6 MIL POLY SHEETS TAPE ALL JOINTS 2x4 AT 24" OC SALES PAINT DUST WALLS TO MATCH ADJACENT IF DUST WALLS TO BE IN PLACE MORE THAN TWO WEEKS. COORDINATE WITH WALMART CONSTRUCTION MANAGER NOTES: I. INSTALL TEMPORARY WALL IN SECTIONS APPROX 40'-0" PER DAY (COORDINATE WITH STORE MANAGER AND WALMART CONSTRUCTION MANAGER) 2. LOCATE VERTICAL 2x4'S AS NOT TO INTERFERE WITH CEILING GRID OR LIGHT FIXTURES 3. LOCATE HORIZONTAL 2x4 AT 2" ABOVE CEILING EXCEPT LIGHT FIXTURE LOCATIONS 4. SCREW PLYWOOD (MAX SPACING 12" OC) SEALANT UNDER I CONTINUOUS SEALANT BOTTOM PLATE AGAINST PLATE ANCHOR AT 24" OC COORDINATE =SPECIFICATION SECTION 01500. DUST WALL SECTION DEMO AREA J H REMOVE STRIPING DEMOLITIO DEMOLITION LEGEND EXISTING TO REMAIN — — DEMOLISH/REMOVE/RELOCATE _\j AREA TO BE DEMOLISHED TERMITE CONTROL: GC TO PROVIDE TERMITE CONTROL AT REMOVAL OF CONCRETE SLABS) OR TRENCHING PER FBC 2017 SECTION 18. REFER TO SPEC SECTION 023161 FOR MORE INFORMATION ON TERMITE CONTROL WARRANTY, MATERIALS, EXECUTION AND APPLICATION. SHEET NOTES i. SALES FLOOR TO BE ACCESSIBLE TO CUSTOMERS DURING NON -CONSTRUCTION HOURS. PROVIDE TEMPORARY COVERS CAPABLE OF WITHSTANDING SHOPPING CART TRAFFIC AND OCCUPANTS FOR PITS AND TUNNELS, REMOVE CONSTRUCTION FENCING AND DUST WALLS INTERFERING WITH CUSTOMER CIRCULATION OR ACCESS.. 2. DEMOLITION INCLUDES BUT IS NOT LIMITED TO ITEMS SHOWN DASHED. REF DEMOLITION REQUIREMENT NOTE ON N1 SHEET. 3. REMOVE ALL DOORS SHOWN DASHED. REFER TO ENLARGED PLANS AND DOOR SCHEDULE FOR DOOR AND FRAME REPLACEMENT. 4. REMOVE CARPET AND GLUE FROM COLUMNS. PATCH AND REPAIR COLUMNS TO SMOOTH SURFACE PRIOR TO PAINTING 5. COORDINATE REMOVAL AND DISPOSAL OF EXISTING REFRIGERATED CASES AND FIXTURES WITH MECHANICAL SERVICES CONSTRUCTION MANAGER 6. REMOVE EXISTING FITTING ROOMS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 i RESTROOM DEMOLITION TO INCLUDE BUT IS NOT LIMITED TO: • REMOVAL OF ALL PARTITIONS - • WALL FINISHES TO FACE OF STUDS INCLUDING BATT I INSULATION REMOVE • FLOOR FINISHES TO BARE CONCRETE I STRIPING • LAVATORIES I I • ALL ACCESSORIES I • TEMPORARY REMOVAL OF WATER CLOSETS REF 3-D1 FOR I SECURITY ENCLOSURE ` REMOVE / STRIPING III U N PLAN -- e ------ _ _ �I 00 iu of f i i MC1 REMOVE REMOVE EXISTING ENTRY TILE MILLWORK i REMOVE ALL PVC FLOORING ON SALES FLOOR, EXISTING CONCRETE FLOORING TO BE EXPOSED. PREFERRED FLOORING CONTRACTOR TO POLISH CONCRETE FLOORS, TYP. I REMOVE EXISTING MILLWORK AND REPLACE WITH NEW OWNER FURNISHED GC INSTALLED MILLWORK REMOVE EXISTING SUSPENDED PERIMETER SIGN RAILING REMOVE COUNTERTOPS AT ALL CHECKOUTS REF SHEET SAI FOR BID ALLOWANCE OF DUST WALLS 2 y REMOVE ENTRY TILE — —— 1 Mrs I I EH) o I i �a 041 li l in II ii RESTROOM DEMOLITION TO INCLUDE BUT IS NOT LIMITED TO: • REMOVAL OF ALL PARTITIONS • WALL FINISHES TO FACE OF STUDS INCLUDING BATT INSULATION • FLOOR FINISHES TO BARE CONCRETE • LAVATORIES • ALL ACCESSORIES • TEMPORARY REMOVAL OF WATER CLOSETS REF 3-D1 FOR SECURITY ENCLOSURE j o P� �I M REMOVE STRIPING -Of ' '- = p z m ¢ U) o0 oQ ��'j¢ pwm�wm ►�}~p¢�¢7w0�¢ < _Ewo2ow=Z2Ow �UF=Z2'Q 0 LL �F-: wi a¢cnt z p�¢�mm�tx� ¢twOmwmXww.0� ¢~ wog-w�Zaw O 0 QUO�rOW�}m�v�a C�UQ`m�lx-��Uw�p} Oyjw0t;%�a�wly ZZWO <zu uju E- c F00t�¢�O =zo¢��wrco z��w U1 t 0000 -aY 0-aw0am U) E- z U) z 0 U m a. 00Lo V C co ('7 �cn U) N o _� ��c6 0 09 _I = o 0-1 a VV W m N O Z o IJJ O = m0 NM w m 0 z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: EB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /06/20 DEMOLITION PLAN SHEET: D 1 3/4" = 1'-0" 1 " = 30'-0" Z WORKROOM COAT HOOK MOUNTED AT 44" ABOVE FINISH FLOOR 0"-24" 17-18"H BENCH CLEAR SPACE N Z OUND 00 � - z CCESSIBLE / / FITTING ROOM / R, PROVIDING \ / AR OPENING f i 5'-0" 5'-0" In I- A O 30"x48" FLOOR 5'-0" DIA. TURNAR 36" DO 32" CLE WIDTH MIN IN FITTING ROOM PLAN 1 /4" = 1'-0" PAINT STRUCTURAL MEMBERS WITHIN 2'-0" OF WALLS RECEIVING PAINT TO MATCH NEW WALL PAINT COLOR ANY SALES FLOOR COLUMN WHICH FALLS WITHIN 2'-0" OF A PERIMETER WALL z X O IZ w NOTE: IF PRICE READERS, FIRE EXTINGUISHERS, PAPER TOWEL DISPENSERS, ETC ARE STRAPPED TO COLUMNS ON THE SALES FLOOR, REMOVE AND REINSTALL USING SCREWS. REF SHEET SA1 FOR BID ALLOWANCE. NON PERIMETER SALES FLOOR COLUMNS STANDARD FITTING ROOM STANDARD FITTING ROOM STANDARD FITTING ROOM J F — Q E — C 10.44 100 SALES WALLS • GYP BD: REF Al FOR PAINT. INSTALL PS7 WAINSCOT AND DB5 BASE UNO. EXTEND WAINSCOT AND BASE AT EXPOSED WALL TO NEAREST MERCHANDISE RACK. REF 3- A3. • CMU: REF Al FOR PAINT. WHERE BASE IS EXISTING, IT IS ETR. FLOOR • VCT CONVERSION: REF FLOOR FINISH PLAN. CEILING • REF SHEET SAl FOR CEILING SCHEDULE. 900 GR SALES WALLS • GYP BD: REF GA1 AND GA2 FOR PAINT. REF 3-A3 FLOOR • VCT CONVERSION: REF FLOOR FINISH PLAN. CEILING • REF SHEET SA1 FOR CEILING SCHEDULE. SHEET NOTES 1. ENSURE ALL EXISTING WALL STANDARDS AND HALF GONDOLAS TO REMAIN ARE SECURE TO WALL. 2. REF 10-A3 FOR INTERIOR BOLLARD PLACEMENT WHEN NEW BOLLARDS ARE SHOWN. 3. REFER TO RACK ANCHORAGE PLAN FOR STEEL RACK AND/OR GONDOLA SHELVING FIXTURE ANCHORING REQUIREMENTS. 4. REMOVE, RELOCATE AND/OR INSTALL PREFABRICATED CASH WRAP(S) FOR CHECKOUTS PER STORE PLANNING FIELD PROJECT MANAGER. CAULK BASE TO FLOOR WHEN LOCATION IS FINALIZED. REF SHEET SA1 FOR BID ALLOWANCE. 5. REF TO SPEC SECTION 01500 FOR DETAILS AND REQUIREMENTS FOR STORMWATER POLLUTION CONTROLS AND SITE STORAGE OF MATERIALS AND EQUIPMENT. DEVIATION(S) FROM DETAILS SHOWN MUST BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH SPEC SECTION 01330. 6. INSTALL NEW FITTING ROOMS. SPOT REPLACE OR REPAIR FLOOR AS REQUIRED. CAULK MIRRORS AND SEATS. ANCHOR UNIT TO FLOOR. REF 3-A1 FOR CLEARANCES. 7. RELOCATION AND SETUP OF GONDOLAS AND/OR RACKING AS INDICATED ON FXS SHEETS WILL BE PERFORMED BY OTHERS. ANCHORING OF UPRIGHTS TO BE PERFORMED BY GENERAL CONTRACTOR. 8. INSTALL ALUMINUM CORNER GUARDS AT ALL OUTSIDE CORNERS WITH PROTECTIVE SURFACING WAINSCOT UNO. LOCATIONS SHOWN IN PLAN AND ELEVATION ARE NOT INDICATIVE OF ALL LOCATIONS WHERE CORNER GUARDS ARE TO BE INSTALLED. 9. REPLACE DAMAGED OVERHEAD REFRIGERATION PIPE INSULATION. REF SHEET SA1 FOR BID ALLOWANCE. KEYNOTES 10.44 PROVIDE TACTILE "EXIT" SIGN. REF N1. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 4-A2 ------------- ----- r � I I I I I I I I 1 1 I I YGA2 A6 -------------------------------�..-------------------— — — — — — — — — — — — — — I r r 10.44 10.44 10.44 I -- - -__ I + II II :.__ uu � + — IIII rll 10.44 I I I !NN EQ0 o �I j D x x I 1 ° WALL FINISH B - ° T®2) AC1 IREFGA2 I—'------------------ -------------- -------------------- I - I 10.44 I [ ( WALL FINISH -------------- ---- I 10.44 I I ( WALL FINISH I I I 10.44 I I I I I I a I I i I 7 � I WALL FINISH I ❑ o IGR SALES I I I i — — — — — — — — — — — — — — — — — I I I SALES II Lp I I I i I I I I 10.44 I I I I 1 �� PAINT VERTICALLY MOUNTED HVAC GRILLS I ---------------- TO MATCH ADJACENT WALL I ° I REMOVE EXISTING SUSPENDED PERIMETER I SIGN RAILING REMOVE DEPARTMENT SIGNAGE ATTACHED TO GROCERY BULKHEAD PATCH AND REPAIR y y BULKHEAD TO MATCH ADJACENT. J I ° ❑ 1 3 THE FOLLOWING COUNTERS WITHIN SALES ° AREA ARE TO RECEIVE STAINLESS STEEL COUNTER TOPS; SPORTING GOODS/ FIRE ARMS, PAINT DEPARTMENT, GARDEN CENTER CHECKOUTS, MAIN CHECKOUT, FABRIC COUNTER, PHOTO LAB, AND ELECTRONICS. l` WALL FINISH WALL FINISH \� REF GA1 REF A5 42'-6" a � a 1 o I 1 I I ----� ---_ --_ - - -� ®� I � p II I— — — — — — — — — — — — — — — — — — — — — — —---- ----------- )II ® 9 ® 'I 1 ( - -------- ------ II aD 0 +� I GA1 I ' � ❑❑ I - igoo 0 0 owl X❑❑ n 10.44 ( m r 0o u I u 0 I I II II I w --------- -- — — — — — — ----------------------------�---- —�- ---- 10.44 10.44 10.44 I REF AC1 I kifik4) 0 WALL FINISH I o I ° P209 — — — — — — — — — — — — — — — — — — — --- 10.44 i 10.44 2-A2 -- ------------------- rJ 1 I I I I �I I I I � i FINISH WALL FINISH I F A5 P209 I 10.44 I J � I Nr---------- I i I I I I) 1 GC1 N a co N -t 5 Q N 0 — i U M � S aw O E c,ba "IvS - O aw 4 4 � r9 tt W V� wwu w Z OF— w Q ,m > - --wn =WQ 5oZ<T 2 W U)� 8wwr=--w0 D -gip 6QUUwF¢ �' aarOOZO�=pZw� O ILL �1-�FCAQQ�QjOOW aaS51,8�woo0F= 0 ~ �+nwNpFw�Wairo° O9U-N' OU'U2'wz>- �Ua�z0Uwwy22L, ia20wU)w0WZZVO �azFw..�uju_005w) =ZOQu'�wccXz ww U) FOUoo�waawoam U) z Q F- J z 0 U 00 a o O T LO O CJM T ©0 LL - = O r2 O m NO Q Z o N > W o =mF- og00 O W N "' ti w m D z m 0 ISSUE BLOCK CHECKED BY: RD DRAWN BY: EB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /06/20 FLOOR PLAN COLUMN COLORS 1/4" FLOOR PLAN 1 " = 30'-0" 1 - A2 SHEET: Al FLOOR FINISH RESPONSIBILITY MATRIX VCT CONVERSION/PVC CONVERSION REMODEL PROJECT: 0706 ZEPHYRHILLS, FL PROJECT SCOPE: PVC CONVERSION; VCT CONVERSION PREFERRED FLOORING CONTRACTOR: RMI CONTRACTOR RESPONSIBLE FOR WORK LISTED SCOPE OF WORK PREFERRED REMOVAL OF EXISTING AND INSTALLATION OF NEW: GENERAL REFRIGERATION FLOORING FLOORING CONTRACTOR CONTRACTOR CONTRACTOR NOTES PIECE REPLACEMENT IN BACK ROOM X TENANT SPACES/ THRESHOLD X VISION CENTER X APPAREL PAD - REMOVAL X APPAREL PAD - FLOOR STAIN X PHARMACY CARPET TILE X FLOOR FINISHES IN GROCERY PREP AREAS INCLUDING THRESHOLDS (NON PUBLIC) X RESTROOMS - CONCRETE OVERLAY X RESTROOMS - TILE X VESTIBULE - RUBBER FLOOR X 1 REMOVAL AND INSTALLATION OF REFRG. CASE KICK PLATE X FLOOR JOINT REPAIR (WHERE VCT IS REMOVED) X SLAB SURFACE ENHANCEMENT X SEASONAL X SEASONAL JOINT REPAIR X REMOVAL AND REPLACEMENT OF REFRIGERATED CASE PROTECTION X REMOVAL AND/OR REPLACEMENT OF THRESHOLDS AT AUTOMATIC SLIDING DOORS BY VENDOR. GC TO SCHEDULE. X FLOORING NOTES 1. THRESHOLD AT AUTOMATIC ENTRANCE SLIDER DOOR TO REPLACED BY VENDOR. DOOR AND FRAME 2" x 1/8" ALUMINUM AS SCHEDULED TRANSITION STRIP. T-4 THRESHOLD IN BEVELED EDGE I I I LIEU OF ALUMINUM ONLY WHEN j I TRANSITION AT FULL ADJACENT I ( I HEIGHT TRAFFIC SURFACE IS DOORS UNFINISHED I I LVT/PVC (OR VCT) L J I FLOORING -PLACE C0 IC. I I EDGE OF TILE SLAB ( BELOW DOOR FLAT HEAD COUNTER -SUNK ANCHORS AT 12" OC TRANSITION STRIP AT LVT/PVC (OR VCT) FLOORING 12" = 1'-O" RM SC: A1.1 RM WMN: A1.1 DOOR AND FRAME I I I AS SCHEDULED FLOOR AS 2" x 3/8" ALUMINUM SCHEDULED, AT TRANSITION STRIP VCT FLOORING BUTT AGAINST TRANSITION STRIP I i I RUBBER FLOORING L-------- PLACE EDGE CONC. I BELOW DOOR SLAB .a. ADHESIVE d ` FLAT HEAD COUNTER -SUNK ANCHORS AT 12" OC TRANSITION STRIP ,AT RUBBER FLOORING 12" = 1'-O" RM SC: A1.1 RM WMN: A1.1 NOTES: 1. REFER TO PLUMBING PLANS FOR LOCATIONS OF ANY CLEANOUTS WHERE LEVELING REPAIR IS NEEDED. 2. MAKE REPAIR PRIOR TO REFINISHING CONCRETE. A 112" DIA X 8" L SMOOTH DOWEL AT EACH QUADRANT. EMBED WITH HILT[ HIT HY-150 REPOSITION CLEANOUT AND DRAIN BODY, AND ADJUST LEVEL WITH EXISTING FF ELEVATION EXISTING PIPING TO REMAIN, REF PLUMBING DRAWINGS FOR CONTINUATION — _CLEANOUT DIAMETER 6" ,_ / REF STRUCTURAL FOR NEW CONCRETE. POLISH TO MATCH ADJACENT FLOOR EXISTING CONCRETE PROVIDE VAPOR BARRIER IF EXISTING OR REQUIRED REMOVE, REPLACE, AND RECOMPACT SLAB BASE MATERIAL TO DEPTH REQUIRED FOR PIPE REPLACEMENT. CLEANOUT LEVELING DETAIL A LEGEND CERAMIC TILE REMOVE EXISTING ' FLOORING - ' POLISH EC - ' ' REF SPECS CONCRETE OVERLAY NOTE: UNLESS NOTED OTHERWISE THE PREFERRED FLOORING CONTRACTOR WILL BE HATCH PATTERN USED FOR VCT UNDER CASES THAT ARE INSTALLATION OF NEW UNDER SLAB NOTE: REPLACE ALL JOINTS RESPONSIBLE FOR REMOVAL OF EXISTING AND INSTALLATION OF NEW (INCLUDING ALL IDENTIFICATION OF EXISTING TO REMAIN WILL NOT BE UTILITIES AND REPOUR OF WHERE VCT IS REMOVED PIECE REPLACEMENTS IN BACK OF HOUSE, TENANT SPACES, ENTRY ETC.) RESILIENT DIFFERENT MATERIALS REMOVED. REMOVE KICKPLATES AND TRENCHED CONCRETE TO BE REMOVE AND REINSTALL BASE IN SPACES SCHEDULED FOR VCT CONVERSION IF THE SPACE IN NOT NOTED TO RECIEVE NEW BASE. FLOORING, PORCELAIN ENTRANCE TILE, PHARMACY CARPET TILE, CARPET ENTRY TILE, AND VESTIBULE AND RECYCLING CENTER PORCELAIN FLOOR TILE. FLOOR FINISHES IN GROCERY SERVICE AND PREP AREAS (NON-PUBLIC), AND RESTROOMS ARE TO BE INSTALLED BY THE GENERAL CONTRACTOR. ONLY. REFER TO SPECIFICATIONS FOR PROPER INSTALLATION METHOD REMOVE VCT PAST KICK PLATES AS FAR AS POSSIBLE. REINSTALL KICKPLATES AFTER VCT IS REMOVED. COMPLETED PRIOR TO POLISHING OF THE SLAB IN AREAS WHERE VCT IS TO BE REMOVED AND CONCRETE FLOOR IS TO BE EXPOSED. 1 2 3 4 5 6 7 8 9 10 11 L12 FINISH FLOOR PLAN CARPET RUBBER FLOORING EXISTING FLOORING TO REMAIN SHEET NOTES 1. REF A8 FOR SCHEDULE FINISH KEY AND GENERAL FINISH NOTES 2. SEAL BASE OF ALL COLUMNS ON LVT/PVC PLANK FLOORING W/ GRAY/BROWN SEALANT 3. SEAL BASE OF ALL COLUMNS ON VCT FLOORING W/ WHITE SEALANT 4. REMOVE AND REPLACE DAMAGED TRANSITION STRIPS TO MATCH EXISTING 5. REPAIR BOLT HOLES AND SPALLS RESULTING FROM MERCHANDISE FIXTURE AND OR STORAGE RACK RELOCATION OR REMOVAL. REF SPEC 03905. FILL ALL BOLT HOLES AND AND SPALLS RESULTING FROM FIXTURE AND OR STORAGE RACK RELOCATION OR REMOVAL IN NON CUSTOMER ACCESSIBLE AREAS WITH NON SHRINK GROUT. REF SHEET SA1 FOR BID ALLOWANCE OF BOLT HOLES /SPALLS TO REPAIR. 13 14 15 W 0LL W 0t �J(A in O--�Q OW�1-WO ooaoc�Ow w ZR't-ZZw Ri QW=SLLCL at=WOZOW20QN LLN�J W - W ��-%F-Z W'Q O LL aF�Q00= O v,Z NO=w �w�ww O° Q G�UZ' OOU�wZr of �HOVK}criLLa0¢ �UO �d 2z wofw V W- W ZUZ a p 0 Fw- O W D w w aw �QZFLLWLL00t�¢OU F00o0Fwaaw0mm m z Q z O U m a m O D T- IZT C.O C= J CIO co 0) LL J N O 2 o a (L C) N co n/ N O o �dZ Ill > Of N r m o _j < W W0 NM C0 W m D z m 0 ISSUE BLOCK CHECKED BY: RD DRAWN BY: LR PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /06/20 FLOOR FINISH PLAN SHEET: Al .1 3/4" = V-0" RM SC: A1.3 RM WMN: --- 1 " = 30'-0" YELLOW SPARK, COLOR PMS 1235C WHITE LETTERS IAT CABINET DURANODIC FLEX FACE, ''-E COLOR TO MATCH P76U BLUE ...lr;'J �O REPLACE FACE ON EXISTING SIGN CABINET BY SIGN CONTRACTOR PAINT EXISTING SIGN SUPPORT DURANODIC BRONZE REF TABLE FOR CUSTOM COLOR BY SIGN CONTRACTOR EXISTING PYLON SIGN SUPPORT SIGN CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL PERMITS ARE SUBMITTED AND PULLED ONCE APPROVED PYLON SIGN 3116" = V-0" DOORS TO BE PAINTED WHITE P135E (�,_�Lff.TELEVATION 1 " = 20'-0" 1" = 20'-0" d e L0 c N N N i M � SHERWIN-WILLIAMS CUSTOM BRONZE/ ORDER NUMBER 7248-0044642 -BRONZE MATCH -CUSTOM MANUAL MATCH BAG COLORANT: OZ 32 64 128 W1 WHITE - 43 - 1 B1 BLACK 6 4 1 1 R2 MAROON - 19 - 1 Y3 DEEP GOLD - 48 1 1 G2 NEW GREEN - 18 - - ONE GALLON #B54T00104 UI TRADECP #796999993 CAP A D134E CAP P134E P76U P134E HRC4 P162 P49Ef.� �� '135E g .' P135E ® P49E VESTIBULE RIGHT ELEVATION 1 " = 10'-0" 197 VESTIBULE LEFT ELEVATION 11. = 10'-0" E D C B A A2 CAP AP I�--- P134E P134E P134E P134E I- 2 ON- - JI �� .�.i P76U P134E P135 P135 P134E 23'-0" 72'-6" NEW SIGN REF 1 - A2.1 COLOR LEGEND P# COLOR NAME P49E DARK GRAY P76U WALMART BLUE (URETHANE -LIKE) P134E LIGHT GRAY P135E MEDIUM GRAY P162E BLACK GRAY P36E BLACK P5E SAFETY YELLOW P21 E SAFETY RED P33E CREAM 7.04 14 P76U A2.1 2T-0" �� - - 18 — \�, REMOVE PORTION OF A2.1 PARAPET CAP AT NEW o � j� PARAPET �o �. 7.06 ti U P76U NEW SIGN REF 1 - A2.1 N. 1 " = 20'-0" 7 8 9 10 11 12 13 14 15 90'-3" CAP CAP CAP CAP P76U FP134EK P76U k r4P134EIP134E P134E P49E P134E SEAM IMETALANDING P135E ^^ / NEW SIGN REF 5 - A2.1 P134E r CAP P49E P49E UNDER SEPARATE PERMIT AND CONTRACT ¢ 00 CD s U M v oo aN y �? O1O a.w � W ,V U V¢� a0� U) O D IL 'o F-2ZUI-LL=Z � Qa���Z��F=�°zw -To N awl_w' w O LL m°� aaen�E--oa�npcl Z~noNw=W<o 0 z�OF��ww Q O zU¢oawOZ} OUP}�LLtn6 ��0Z:: � ofm2zwwi�Z1-_ w0~; wo-w_ U.'ZOZ m Laz�LLwLLoo�aou U) �oaoo fraawoam z J Z) z O U Ir m a O o "tt rn O OJT 0 0 LL �J CJ J J N O _ O G _ ~o a `./ a... m N O LL Z o N W ® =m0 W o Nco c � w m 7) z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: ML PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /06/20 EXTERIOR ELEVATIONS SHEET: A2 z FOR TERMINATION BAR AT BACK OF PARAPET, REF 16 - A2.1 CONTINUOUS TOOLED SEALANT BETWEEN PARAPET COPING AT JOINT SIGNAGE FOR REFERENCE ONLY SIGNAGE WILL BE SUBMITTED UNDER SEPARATE PERMIT - SUB FLASHING METAL FASCIA COVER r: s ' = `�,\ ,_" ' - - ` = . ; . ~ -;_ , •' .' ' .' _< _ _ BENEATH CAP •-' FLASHING, FULLY ADHERED EIFS < _- _ Y� 3/4" BACKER ROD AND i CONTINUOUS SEALANT MOUNTING HOLE PATTERNS FOR NON -ILLUMINATED SIGN INSTALLATION PROVIDED BY WALMART :. 11 PLASTIC MOUNT FOR ALL- A2A THREAD STUD TYP BY WALMART INSTALL 1/8" DIA ALL -THREAD STUDS INTO PLASTIC MOUNTS PRIOR TO SIGN PARAPET STEP INSTALLATION TYP BY SIGN 20 CONTRACTOR NTS 3/8" DIA HOLE FILLED WITH ADHESIVE SEALANT. COAT ALL -THREAD STUD WITH U) W ADHESIVE SEALANT PRIOR - TO WALL ATTACHMENT f I TYP BY SIGN CONTRACTOR 129'-4" TOS I i I PLASTIC NON -ILLUMINATED i l CHANNEL LETTER BY 18 i i l WALMART A2.1 STEEL CLIP) REF STRUC METAL STUE REF STRUC 1 1/2" WATEF EIFS ON 5/8" GYP SHEATF 100'-0" FF EL WALL SE CTION /ERLAP NEW MBRANE OVER :ISTING 6" MIN 'RIND SPLIT FACE CMU MOOTH FOR CLIP NGLE ATTACHMENTS XISTING 8" CMU 19 2'-6" A2.1 Q Nzz 4.12 SF TYP 2'-6" AUTOMOTIVE NUMERALS 1 /4" = V-0" "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 SIGNAGE SCHEDULE (FOR REFERENCE ONLY) SIGNAGE LOCATION QTY LIGHTED COLOR SIZE INDIVIDUAL AREA TOTAL AREA FRONT SIGNAGE WALMART * 1 LED WHITENELLOW 5'-6"/ 8'-0" 298.00 SF 298.00 SF HOME & PHARMACY 1 NO WHITE 2'-0" 61.85 SF 61.85 SF MARKET 1 NO WHITE 2'-0" 17.97 SF 17.97 SF OUTDOOR LIVING 1 NO WHITE 2'-0" 49.47 SF 49.47 SF * PICKUP 1 LED YELLOW/WHITE 2'-6" 66.76 SF 66.76 SF TOTAL FRONT SIGNAGE 5 547.50 SF AUTO CENTER SIGNAGE AUTO CENTER 1 NO WHITE V-6" 17.75 SF 17.75 SF TIRE 2 NO WHITE 1'-0" 2.38 SF 4.76 SF LUBE 1 NO WHITE 1, 3.13 SF 3.13 SF TOTAL AUTO CENTER SIGNAGE 4 25.64 SF TOTAL BUILDING SIGNAGE 573.14 SF EXISTING CMU 19) SIGN ATTACHMENT AT CMU WALL THROUGH W TUBE FURNISHED I INSTALLED BY SIGN COS PER MFR RE FULL BED OF COMPONENT PERIMETER 1 SIGN INSTAL INSTALL LET' PRIOR TO IN; BY SIGN INS- SNAPTOGGL ANCHOR (1/4 PROVIDED B' AT EACH SIG CONNECTIOI INSTALLED E CONTRACTO PLASTIC ILLL CHANNEL BY SIGN SUP INSTALL FAC W/ SET SCRE SIGN INSTAL METAL STUD EIFS ON GYP SHEATHING SIGNAGE ATTACHMENT 19 A2.1 10'-5 1/2" 15.70 SF 1'-6" AUTOMOTIVE -T - 12.71 SF 1'-6" AUTOMOTIVE EXISTING WATERPROOFING MEMBRANE SEALANT AT PERIMETER AND ANCHORS OF REMOTE POWER SUPPLY ENCLOSURE BY SIGN CONTRACTOR z REMOTE POWER SUPPLY N ENCLOSURE FURNISHED AND INSTALLED BY SIGN CONTRACTOR SEALANT AT PERIMETER AND ANCHORS OF REMOTE POWER SUPPLY ENCLOSURE BY SIGN CONTRACTOR LOW VOLTAGE WIRE BY SIGN CONTRACTOR z 3/4" LIQUID TIGHT FLEXIBLE 04 METAL CONDUIT BY BUILDING GENERAL CONTRACTOR REF FOR ROOF PENETRATION DETAIL SEALANT AT LOW VOLTAGE WIRE PENETRATIONS BY SIGN CONTRACTOR EXISTING ROOFING SYSTEM EXISTING CMU NOTE: LOCATE ALL -THREADS PER SIGN ATTACHMENT TEMPLATE. GC TO COORDINATE WITH SIGN SHOP/INSTALLER FOR LOCATIONS 10'-3-3" N I� , ealt N L--- - - - - -- INTERNALLY ILLUMINATED 29.65 SF 2'-0" HEALTH SIGNAGE 1/4" = 1'-0" L 9'-8 3/8" o °? F,�� N 1�__ C; re 26.27 SF 2'-0" GROCERY 4 1/4" w a Q Q a w O 0- 0 S U CD < w LL LL 1:D CD W z w P O O W 2i > w m Q� Q O� ;;t U- O w ~ a M NEW SIGNAGE SCHEDULE (FOR REFERENCE ONLY) SIGNAGE LOCATION QTY TYPE LIGHTED COLOR SIZE INDIVIDUAL AREA TOTAL AREA FRONT SIGNAGE WALMART* 1 NEW LED WHITENELLOW 10'-3" 174.44 SF 174.44 SF * PICKUP 1 EXISTING LED YELLOWIWHITE 2'-6" 66.76 SF 66.76 SF LIFESTYLE & PHARMACY 1 NEW NO WHITE 2'-0" 67.09 SF 67.09 SF GROCERY 1 NEW NO WHITE 2'-0" 26.27 SF 26.27 SF OUTDOOR 1 NEW NO WHITE 2'-0" 20.50 SF 20.50 SF AUTOMOTIVE > 1 NEW NO WHITE V-6" 12.75 SF 12.75 F WINE & SPIRITS 1 NEW LED WHITE V-6" 25.77 SF 25.77 SF * HEALTH 1 NEW IEn YELLOW/WHITE 2'-0" 29.65 SF 29.65 SF MULTI SERVICES 1 NEWNO GREY 6'-7" 30.72 SF 30.72 SF TOTAL FRONT SIGNAGE 9 453.95 SF AUTOMOTIVE SIGNAGE AUTOMOTIVE 1 NO WHITE V-6" 15.70 SF 15.70 SF 1, 2, 3, 4 WHITE 2'-6" . SFNUMERALS TOTAL AUTO CENTER SIGNAGE 5 32.18 SF TOTAL BUILDING SIGNAGE 486.13 SF CONTINUOUS NON -CURING SEALANT FASTENER THROUGH 9/32"x3/8" SLOT @ 12" OC MIN RECOMMENDED FASTENER METAL FASCIA #12x1-1/2" HOT DIPPED GALV SCREWS COVER IN W/ RUBBER SEAL WASHER 12'-0" LENGTHS 5/8" EXTERIOR CONTINUOUS GYP SHEATHING 2x TREATED SLOPE 1/4" PER V-0" EXTEND MEMBRANE BELOW NAILER NAILER AND SECURE CONTINUOUS GALVANIZED - - - - - - - - - - FORM RAIL CHAMFER EDGE 1/8" x I I ;`-- N � WATERPROOFING MEMBRANE FULLY ADHERED METAL STUDS, REF EXTEND MEMBRANE STRUC BELOW BLOCKING AND SECURE VA - - - I - - - - - - - - 5/8" EXTERIOR 1-1/2" EIFS ON 5/8" -'' I .T°' GYP SHEATHING EXTERIOR O GYP SHEATHING _ - - - - -it- - PARAPET CAP FLASHING 3" = V-0" r` zo WALL MOU N 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 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 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 REFER TO SIGNAGE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS m w_ � I ( ( I I SIGN ATTACHMENT AT EIFS AND METAL STUD WALL 1 1/2" = V-0" 4'-8" Primary Care Dental Counseling Labs .& X-ray Hearing Optometry 3072 SF TED MUL EXISTING FRAMING WATERPROOF FULLY ADHERED MEMBRANE �\ 5/8" PLYWOOD SHEATHING TERMINATION BAR CONTINUOUS SEALANT WATERPROOFING MEMBRANE WRAP AROUND CORNER BEHIND EIFS 5/8" EXTERIOR GYP SHEATHING METAL STUDS ' EIFS METAL STUD 1 1/2" = V-0" 3/4" BACK[ CONTINUC SEALANT 1 1/2" EIFS EXTERIOR SHEATHIN.., CORNER DETAIL REMOVE EXISTING EIFS PRIOR TO PERFORMING THIS WORK, VERIFY EXISTING SUBSTRATI 6" PAST AREA OF MATERIAL. IF EXISTING SUBSTRATE IS CMU OR PLYWOOD (5/8" SHEATHING REMOVAL OR THICKER), SUBSTRATE REPLACEMENT IS NOT REQ'D EXISTING METAL \ PLYWOOD LENGTH PER SIGN SIZE STUDS (BEYOND) 6' (TO NEXT AVAILABLE STUD) 6" REMOVE EXISTING SHEATHING IN SIGN MOUNTING AREA (TO NEXT AVAILABLE STUD) AND REPLACE WITH 5/8" EXTERIOR GRADE FIRE -TREATED PLYWOOD INSTALL NEW EIFS WHERE EXISTING EIFS WAS REMOVED - ENSURE FINISH COAT IS FLUSH WITH I�1014 i' i di' yell � 1 d i d�y�l I 1 9 ► i��ll i II I i i i .110, i fell ' ADJACENT RESURFACED 7 I. EXISTING EIFS I I " JI-_I . RESURFACE EXISTING EIFS TO EXTENTS SHOWN ON BUILDING ELEVATIONS TO ENSURE CONSISTENT 12 FINISH TEXTURE, REF EIFS SPECIFICATION 1 SUBSTRATE AT NEW SIGNAGE EXISTING CMU WALL METAL STUDS WITH CLIP ANGLE, REF STRUC �12 A2.1 12'-8" Zv_-N one .,,)prfts ` -- - - - --- 25.77 SQ. FT. INTERNALLY ILUMINATED 1'-6" WINE SPIRITS SIGNAGE TI-SERVICE SIGN WITH SPARK �19 12 A2.1 A2.1 10' - 3" 25'-0 1/2" N - a-Ut O- MI d-9 0- _% C7 r[F K ®aI N o� .. J L - - - - - - ° - - - - - - - - - - - - - - - w 20.50 SF 2'-0" LIFESTYLE & PHARMACY 67.09 SF 2'-0" OUTDOOR 1/4" = 1'-01, 2 1/4" = 1'-0" 1 1/2" EIFS C EXTERIOR C SHEATHING CLIP ANGLE REF STRUC METAL STU[ REF STRUC V GROOVE 3/4" BACKEF CONTINUOL EIFS DETAIL 1 1/2" = V-0" 13 A2.1 13'-0" I I co 11 a r-t I I I � I o I r I � i� INTERNALLY ILLUMINATED 174.44 5F oo 13'-0" do 10'-3" WALMART S I G N 1/4" = V-0" o,�OW WQ: WQ } Lu UJ O d n n Q_ o 0cwi��=Z W aa>w0� =iWOOpW~Z00 a W J W Z W U O Z K Q WN>Q~�a=¢OOOJ Z Z, o rn m In 12 jZ%O >cQNO 'o�FO90a��wwOZr �Q�aO 11 Zwa_WOIrWW Z WOW OOLLMDaz ZZ0 af 00ooh �aaWamW m U LO � © c� coLJ %J O � LL cli U)_jN o J �5 ° J=o a vV w.. W co n/ N OCD Z o N W 0 =m0 �Om WT co N"' r~ w m z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: ML PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /09/20 EXTERIOR DETAILS AND SIGNAGE SHEET: A2.1 7'-4" M.O.. WELD EXISTING DOC CLOSED AT EXTERIC FACE OF DOOR WIT[ 2" LONG 1/8" STITCH WELDS AT 8" O.C. PER PLAN I z O EXISTING CMU WALL U) PLAN CONTINUOUS BACKER ROD AND SEALANT BETWEEN DOOR AND FRAME, ENTIRE PERIMETER CONTINUOUS SEALANT BATT INSULATION EXISTING HOLLOW METAL DOOR WELDED SECURELY TO HOLLOW METAL FRAME SECTION INFILL DETAIL AT CMU WALL 1/2" = 1'-01, i SECTION AT D EXISTING 8" CMU EXTERIOR SALES WALL TOP TRACK 1-5/8" X 25 GA METAL AT 24" OC 3/8" GYPSUM BOARD FLUSH WITH EXISTING SALES FLOOR WALL. PAINT TO MATCH ADJACENT WALLS 1 LAYER OF 1/2" PLYWOOD SHEATHING BATT INSULATION BOTTOM TRACK SET IN CONTINUOUS SEALANT BED MODIFY EXISTING CEILING GRID AND TILE AS REQUIRED FOR INSTALLATION OF NEW WALL 2'-0" AFF BOTTOM OF LINTEL RETURN WALL MATERIAL AND FINISHES AT OPENING SANITARY COVE BASE, REFER 6-GA2 P162 AFTER 14'-O" AFF 14'-01, P131 UP TO 14'-0" CEILING AS SCHEDULED PAINT WALL TO MATCH ADJACENT F-------� I I I I ! I ! I I I I ! ! I I I I I I I I I I I ! ! SEAFOOD CASE II L_ - - - - - J n ! l SECTION AT NON -SERVICE SEAFOOD EXISTING STUDS — m z O U) z w X w CD o a � g O a z O c� J J Q 0 v 0 N 4" FASTEN MILLWORK TO BLOCKING AT THE CENTER OF EACH TRASH BIN AREA WITH (2) 1/4" X 3" L. GALVANIZED LAG SCREWS AND WASHERS. REMOVE BASE BEHIND TRASH BIN PORTION OF MILLWORK INTERIOR HM DOORS INTERIOR FULL HEIGHT TRAFFIC DOORS ALT CHECK WRITING DESK ELEVATION INTERIORBO LLARD DETAIL 1/4" - 11-0" n II I I WALL STANDARD SPACING PER FINAL MERCHANDISE PLAN. AT TV WALL GONDOLAS, ANCHOR AS INDICATED ON RACK ANCHORAGE PLAN II II II II II � GONDOLA II II II ANCHOR AS INDICATED ON RACK ANCHORAGE PLAN PAINT 1x6 FURRING AND FASTENERS TO MATCH WALL FINISH (TYP) APPLY CONT. CONSTRUCTION ADHESIVE BETWEEN EXISTING WALL AND NEW CONT. 1x6 FURRING. SECURELY FASTEN FURRING WITH (2) TEK SCREWS, AS SPECIFIED IN SECTION 06100, AT EACH WALL STUD LOCATION. COUNTER SINK ALL FASTENERS. GONDOLA ANCHORING ON STUD WALL AT SALES FLOOR WALL STANDARDS, GONDOLAS WALL STANDARDS, INSTALL WAINSCOT AND BASE AFTER AND WAREHOUSE RACKING WITHOUT PEG -BOARD GONDOLAS AND WAREHOUSE MERCHANDISE RACKS ARE SET, IN BACKING (WALL VISIBLE THROUGH FIXTURE) PAINT RACKING SHOWN DASHED AREAS SHOWN, UP TO EDGE OF WALL AND WALL STANDARD WOOD STRIPS TO BASE FOR CLARITY. EXISTING WALL STANDARDS OR GONDOLAS. PAINT AS :. INDICATED OMIT PAINT AS INDICATED, EXCEPT. . AT ALL PERIMETER WALL AS NOTED ABOVE STANDARDS, GONDOLAS " - AND/OR WAREHOUSE 6'-10" AFF RACKS CONTINUE PAINT TO PAINT TRANSITION (TYP AT ' _ , '_ ; ' ' OUTERMOST UPRIGHT HALF -GONDOLAS) : _• . : " _ _ FRAME OPEN TO WAINSCOT AS INDICATED. _ o j BEYOND ON EXPOSED WALLS + +++++ +++++ ' ' + + u` + ++++++ +++ + ' + + ' ' WHERE WAINSCOT IS NOT + + + + + + + + + + + + + + + + + + + + + + + + + + TO BE INSTALLED, CONTINUE PAINT TO FINISH ++'t+++ +++t ++++ ++++ +++ +++++++ FLOOR ++++++++ +++ + '+++ + + ++'+ + ++++++++ +++ +U + + t++ + DB5 REF PLAN LES VARIES %,L_m_ YV PYV tjVI I�DULED ELI BULKHEAD SALES WALL FINISHES @PERIMETER HALF -GONDOLAS T I NOTE: DO NOT PAINT ABOVE CEILING 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 DECK AS SCHEDULED FLOOR FINISH AS 100'-0" SCHEDULED FF EL EXISTING EXT CMU WALL SECTION 1/2" SECTION AT BAKERY RACKS 3/8" = 1'-0" VG EXISTING METAL STUDS EXISTING BULKHEAD PAINT 6" BEHIND J TOP AND SIDES \ OF REFRIGERAT (lA 0=1 REFRIGERATED CASE ! ! i I BULKHEAD AT CAS 1/2" = 1'-0" BUILDING WALL 2"x3/4" PLYWOOD FURRING STRIPS. WALL STANDARD SPACING PER FINAL MERCHANDISE PLAN PEG BOARD SHELF STANDARD MOUNTED ON FURRING STRIPS !!! A INSERT 5/16"x1-1/2" ELEVATOR BOLT INTO PREDRILLED HOLE FROM BACK OF FURRING STRIP 3" POWDER ACTUATED FASTENER TOP OF STANDARD J4 OLTOP OF STANDARD 96" AFF 96" AFF INSERT 5/16"x1-1/2" ELEVATOR BOLT INTO PREDRILLED HOLE FROM BACK OF FURRING STRIP EXISTING WALL 2"x3/4" PLYWOOD FUR STRIPS. WALL STANDARD 3/8"x 3" LAG BOLT SPACING PER FINAL SPACE AT 24" OC MERCHANDISE PLAN VERTICALLY PEG BOARD BETWEEN SHELF STANDARDS SHELF STANDARDS WALL STANDARD MOUNTED ON A_ FURRING STRIPS SPACING PER FINAL MERCHANDISE PLAN ADHESIVE APPLIED TO BACK OF PLYWOOD EXISTING BLOCKING FURRING STRIP POWDER ACTUATED FASTENER SPACED OU EVENLY. APPLY EVERY SECOND BLOCK AT CENTERLINE OF BLOCK BASE DECK (FIXTURE) BASE DECK (FIXTURE) GYP BD WALL CMU WALL WALL STANDARD MOUNTING E I I I I I I I I I I I I � I I I n -501­ WwZ Q w C/) ,'o0wg o- :¢ OwmFwm w �ix��6z�WZoo <_=WOZOw" O W WU- Q Wow F =w a¢nazo-< F O ��ZNomof51, roo Q C'JU�(ow OOU>- �VOo~oU�}U)LLU) �a�ZwawiZ~TWO~� D o irw�wzwZ U)¢z�tiwu-000100 =zoQLLfwIQ�zwOfw U) F-0000F 2da W0dm m d 0 O r Lo M C� C��M 0) O O LL Ll L_J Cl J -J O = 1 = o n- co o CL O NO Z Q W N 0 =mF- W� N� r w m z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: EB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /06/20 SECTIONS AND DETAILS SHEET: A3 1/4" = 1'-01, 12" = 1'-0" •ol T REMOVE HARDWOOD TRIM AT OPENING JAMBS TO ALLOW FOR ADDITION OF WAINSCOT. PATCH AND REPAIR WALL AS REQUIRED. FRONT WALL ELEVATION 3/32" = 1'-0" T FRONT TENAN WALL ABOVE SITE TO STORI CUSTOMER SERVICE /MONEY CENTI REF TENANT V ELEVATION FC COLOR LOCAT 1" = 1'-0" 107 CASH, 108 COUNTING WALLS • ETR FLOOR • ETR. CEILING • REF SHEET SA1 FOR CEILING SCHEDULE. 402 MCDONALDS WALLS • ETR FLOOR • ETR. CEILING • ETR. 110 CORRIDOR, 119 AP ROOM, 700 VISION CENTER WALLS • ETR. FLOOR • ETR. CEILING • REF SHEET SA1 FOR CEILING SCHEDULE. 105 CUSTOMER SERVICE, 106 RETURNS STORAGE WALLS • REF 2-A5 FOR FINISH DETAILS. FLOOR • VCT: REMOVE VCT. POLISH NEWLY EXPOSED CONCRETE. REF A1.1 FOR ADDITIONAL INFORMATION CEILING • LAY -IN: REF SHEET SA1 FOR CEILING SCHEDULE. MILLWORK • EXISTING BACK COUNTER: RE -LAMINATE FACE OF DOORS AND FACE OF STILES. IF THERE IS OPEN SHELVING WITHOUT HARDWOOD EDGE TRIM, RE -LAMINATE EDGE OF OPEN SHELVING. • EXISTING SOLID SURFACE OR LAMINATE COUNTERTOP (FRONT AND BACK COUNTER): REPLACE COUNTERTOP WITH NEW SS COUNTERTOP. 810 SMART STYLE WALLS • ETR. FLOOR • REF A1.1 FOR INFO. CEILING i • ETR. 8 7 6 11 10 9 PAINT CONTINUES V.2 A6.2 A6.2 P162 SOFFIT f TO DECK NICE PAINT DETAIL Q R TENANT ELEVATION 3 3/32" = V-0" 6 101 GM VESTIBULE, 115 GR VESTIBULE, 104 GM CART STORAGE, 118 GR CART STORAGE, 103 OTHER INCOME, 117 OTHER INCOME WALLS • GYP BD: PAINT P131 TO 10'-0" AFF AND P209 FROM 10'-0" AFF TO CEILING OR EXPOSED STRUCTURE UNO. INSTALL PS7 WAINSCOT AND DB5 BASE UNO. • CMU: PAINT P209 WAINSCOT TO 4'-0", P131 FROM 4'-0" TO 10'-0" AFF, AND P209 FROM 10'-0" AFF TO CEILING OR EXPOSED STRUCTURE UNO. • PAINT COLUMNS TO MATCH ADJACENT WALLS. • CART STORAGE ONLY: ADD 3/4" PLYWOOD TO 4'-0" AFF WITH TOP EDGE EASED TO ALL GYP BD WALLS. • CART STORAGE WALLS: P209 WAINSCOT TO 4'-0" AFF AND P131 ABOVE. • CLEAN TRANSLUCENT PANELS. FLOOR • REF FLOOR FINISH PLAN. CEILING • REF SHEET SA1 FOR CEILING SCHEDULE. 802 NAILPORT EXPRESS, 803 IFIX REPAIR WALLS • ETR. FLOOR • ETR. CEILING • ETR. DB5 REMOVE INTERIOR TENANT SIGNAGE AS INDICATED BELOW: ALL FULL SERVICE FOOD TENANTS - THE ELECTRICAL FOR REMOVED LIT SIGNS TO BE TERMINATED BACK TO NEAREST JUNCTION BOX. • EXISTING LIT TENANT SIGNS ON LOWER BULKHEADS AND AWNINGS TO REMAIN, DO NOT REMOVE, PAINT AROUND THE SIGN. TREAT TENANTS(LE. PRETZEL COMPANIES) THAT ARE OCCUPYING FULL SERVICE FOOD TENANT SPACES MAY CONTINUE TO USE LIT SIGNAGE. • REMOVE BLACK PLACARD TENANT SIGNS. • REMOVE MCDONALD'S ARCHES ON UPPER BULKHEAD • LIT SIGNAGE CAN HAVE THE TENANT BRANDED BULKHEAD WITH THE EXCEPTION OF WALMART BLUE. USE OF WALMART BLUE ACCENTS WILL REQUIRE APPROVAL BY WALMART SERVICES. • PATCH, REPAIR AND PAINT BULKHEAD WALL AT REMOVED ELECTRICAL, WALLPAPER AND/OR ORNAMENTATION TO MATCH ADJACENT CONSTRUCTION AND FINISHES. THE ELECTRICAL FOR REMOVED LIT SIGNS TO BE TERMINATED BACK TO NEAREST JUNCTION BOX. 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 THEIR SIGN, WALLPAPER OR ORNAMENTATION NOT TO BE REMOVED, CONTACT THE WALMART CONSTRUCTION MANAGER CASH ROOM COUNTING ROOM 107 108 COURTESY DESK FLOOR PLAN P131 PS7 6.27 DB5 COURTESY DESK 105 PL11 WG P131 6-27J PS7 DB5 ADA 5'-7" 1 V16.2 A9 � A9 P76 "' PS1 6.27 DIGITAL MENU BOARDS J/�2 EQUIPMENT 3 PAINT BULKHEAD P76 ROOM A9 A9 BOTH SIDES 109 AND FACE REMOVE RESTROOM NEEDS CLEANING LIT SIGN. PATCH AND REPAIR WALL AS NEEDED FOR NEW FINISHES. IF EXISTING IN SUSPENDED LAY IN CEILING REPLACE CEILING TILE. REMOVE ALL PLACARD SIGNAGE ASSOCIATED WITH LIT SIGN RESTROOM NEEDS CLEANING SWITCH AND SIGN. PATCH AND REPAIR WALL AS REQUIRED FOR NEW FINISHES. RETURN STORAGE 106 7 8 9 i 1 10 PH1 REMOVE EXISTING MILLWORK AND REPLACE WITH NEW OWNER FURNISHED GC INSTALLED MILLWORK REMOVE EXISTING COUNTERTOP AND REPLACE WITH NEW STAINLESS STEEL COUNTERTOP Q 0U-wzw rw o } �um0zQ w ♦n =oU 0 - (n (n Q 0 . U S'. � F U w = 'IfQ �w00OO'w'__ aw�Jw—W UF-ZRQ O LL �WN �_ Qm'< =aD0oW w<U) w2'.LL' o ¢ n u) O �cn�No=��z <0 00<z O~OOUowO>- ~ Q ZXawww� Oz� �UO�t 00u} nwU¢ dW wZD Z U w U U Z a 0w0w=Wa?3�O n<ZFuwWw0005 00 =00KdWU) f-00 a0am m I- z Q J U) z O U m a- U) d Lo CO C= J co00 LLLL �J Cn _ N o _j1o0 J=o ao W M ,y N O Z o W J � N 0 =m0 0-U L1 T N w m D z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: AJB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 ENLARGED PLANS, ELEVATIONS, AND DETAILS FRONT TENANT WALL FLOOR 3132" = V-0" ��01 SHEET: A5 NOTE: WHERE AN ADMINISTRATIVE AUTHORITY REQUIRES FLUSH CONTROLS FOR FLUSH VALVES TO BE LOCATED IN A POSITION THAT CONFLICTS WITH THE LOCATION OF THE REAR GRAB BAR, THEN THE REAR GRAB BAR SHALL BE PERMITTED TO BE SPLIT OR SHIFTED TO THE OPEN SIDE OF THE TOILET AREA. NOTE: THIS ELEVATION IS REPRESENTATIVE OF TYPICAL FIXTURE MOUNTING HEIGHTS AND CLEARANCES. REFER TO PLAN FOR FIXTURES TO BE INSTALLED. SEAT COVER DISPENSER WALL FINISH NOT SHOWN FOR CLARITY PARTITION ACCESSIBLE 36" GRAB STALL STANDARD BAR STALL T-0" MIN 1 MIN !z'z I r ENLARG 1/2" = V-0" - w _ I Q cfl � ih ;;t fw� t- o O I O I I REF PLAN ED STALL ELEVATION NOTE: THIS ELEVATION IS REPRESENTATIVE OF TYPICAL FIXTURE MOUNTING HEIGHTS AND CLEARANCES. REFER TO PLAN FOR FIXTURES TO BE INSTALLED. WALL FINISH NOT 3'-3" SHOWN FOR CLARITY OF 42" GRAB BAR 18" GRAB BAR I TOILET PAPER L. 3'-6" 1'-0"01 DISPENSER MIN 10 MAX NAPKIN DISPOSAL WHERE SHOWN ON PLAN 7„ - 9„ 5 1 /2 - - t� z �a Q co CV J p m Z w W _ Q N J a zo w U 00 Q 0 d O ACCESSIBLE 2'-0" MIN STALL ENLARGED STALL ELEVATION 1/2" = 1'-0" ENLARGED AUTO CENTER 3/8" = V-0" 10.26 10.09 10.11 10.35 ENLARGED FAMILY TOILET 30"X48" CLEAR AND LEVEL FLOOR SPACE 60"X59" CLEAR AND LEVEL FLOOR SPACE PLAN FIXTURE HEIGHTS AND CLEARANCES COMPLY WITH THIS CHART AND ADA STANDARDS FOR ACCESSIBLE DESIGN TOILET SEAT SANITARY ELECTRIC DIAPER SURFACE MOUNTED STANDARD/ STANDARD COAT HOOK DRESSING COVER DISPENSER NAPKIN HAND DRYER CHANGING PAPER TOWEL ACCESSIBLE URINAL MIRROR DISPOSAL (RECESSED) TABLE DISPENSER AND LAVATORY TRASH RECEPTACLE ACCESSIBLE URINAL URINAL INSTALL SOAP DISPENSER SCREENS PLYWOOD BACKING 0 � cmn `r w Q d z_ o g o Q co Q z LL Ed c� Q ih ih O M N W �r 0r - ih O FINISH FLOOR Q N O U m `� q INSULATE WATER LINES AND DRAIN 14" ELONGATED AT SINGLE LAVATORIES WHEN LIP SCALD GUARD NOT SCHEDULED MULTIPLE -STATION LAVATORY CENTER MIRROR OVER LAVATORY VERIFY SOAP ELECTRIC WATER NOTE: INSTALL DISPENSER SIZE BEFORE ACCESSIBLE COOLERS PLYWOOD INSTALLING MIRROR LAVATORY BACKING IF CLEARANCE EXISTING SOAP SINGLE CONDITION DOES DISPENSER COMBINATION ACCESSIBLE NOT MEET SINK 11 1 MANUFACTURER 10 SPECS. mra - w LL z o_j U) o Zco 8 MIN KNEE CLR o txY - O O m d' _ O O ch (V a M w = N L J` J l J N Q w _ FINISH FLOOR "' F O N HC 6" MAX M co TOE CLR z PROVIDE MATCHING = U APRON ON UPPER °' UNIT t TO DIMENSION -PLAN FOR ( STALL LENGTHS AS THESE :R RESTROOM AMBULATROY STALL DIMENSIONS 3/4" = 1'-0" COAT HOOK 6 CENTERED ON DOOR AT 47" AFF DOOR PULL INSTALLED 34"-40" AFF 30"X48" CLEAR AND WALL STOP 3" FROM LEVEL FLOOR SPACE EDGE AND 3" FROM BOTTOM OF DOOR - 15.02 in nq 10.14 10.06 VERTICAL 10.14 60"X59" CLEAR AND LEVEL FLOOR SPACE 10. 77 10.14 10.05 10.12 30"X48" CLEAR AND LEVEL 1 1/2" UNDER FLOOR SPACE GRAB BAR 15. 22 60"X59" CLEAR AND LEVEL 10.09 FLOOR SPACE 30"X48" CLEAR AND LEVEL 10.11 FLOOR SPACE H -- 1 ri w i ih" WALL STOP 3" FROM EDGE AND 3" FROM BOTTOM OF DOOR DOOR PULL INSTALLED 34"-40" AFF 48" MANUEVERING 30"X48" CLEAR AND SPACE LEVEL FLOOR SPACE DRESSING TYP OF 6 TYP OF 4 12"X12" ACCESS PANEL 10.11 10.35 10.11 10.09 15.02 IN CEILING 2'-0" FROM WALL AND IN FRONT OF LAVATORY REF 8-A5.2 IF STROBES ARE LOCATED ABOVE THE TILE LINE ON THE WALLS; STROBES ARE TO BE ETR. IF STROBES FALL BELOW NEW TILE LINE, COORDINATE ALARM WORK ON SITE WITH WALMART GLOBAL SECURITY TEAM FOR THE BOXES THAT NEED TO BE MOVED. 10.05 30"X48" CLEAR AND LEVEL FLOOR SPACE I - I I WOMEN 166 I I I 4 10. 33 L_ TYP A5.2 I I I I 10.10 I 10.35 I 4 A5.2 10.35 15.02 10.09 10.11 TYP OF 4 TYP OF 6 48" MANUEVERING 30"X48" CLEAR AND 12"X12" ACCESS PANEL SPACE LEVEL FLOOR SPACE IN CEILING 2'-0" FROM WALL AND IN FRONT OF LAVATORY REF 8-A5.2 10.35 10.10 30"X48" CLEAR AND LEVEL FLOOR SPACE CUSTOMER RESTROOM FIXTURE SCHEDULE SHEET NOTES MARK ROOM NAME 111 CUSTOMER MEN TYPE OF WATER CLOSET FLOOR MOUNTED 1. INTERIOR PLAN DIMENSIONS ARE TO FACE OF FINISH UNO. 2. REF SHEET A8 FOR SCHEDULE FINISH KEY 3. PROVIDE A CONTINUOUS BEAD OF SEALANT IN THE FOLLOWING LOCATIONS: • PERIMETER OF ALL TOILETS AND URINALS TO WALLS AND FLOORS PERIMETER OF SINK TO WALL PERIMETER OF MIRRORS TO WALL PERIMETER OF DIAPER CHANGING TABLE TO WALL 4. REPLACE ALL TOILET SEATS THROUGHOUT THE STORE BOTH PUBLIC AND ASSOCIATE RESTROOMS. BEMIS MODEL 1055SSC, MAINLINE ML 10552SSC. 5. REF A5.1 FOR FIXTURE HEIGHTS AND CLEARANCES. 6. PROVIDE BATT INSULATION FOR SOUND PROOFING IN TOILET ROOM WALLS. 7. PARTITION DOORS ON HANDICAPPED NUMBER OF 18" WIDE LIGHTED MIRRORS 3 112 CUSTOMER WOMEN TYPE OF WATER CLOSET FLOOR MOUNTED NUMBER OF 18" WIDE LIGHTED MIRRORS 3 165 CUSTOMER MEN TYPE OF WATER CLOSET FLOOR MOUNTED NUMBER OF 18" WIDE LIGHTED MIRRORS 7 166 CUSTOMER WOMEN TYPE OF WATER CLOSET FLOOR MOUNTED NUMBER OF 18" WIDE LIGHTED MIRRORS 7 167 FAMILY TYPE OF WATER CLOSET FLOOR MOUNTED NUMBER OF 18" WIDE LIGHTED MIRRORS 1 601 ACC TOILET TYPE OF WATER CLOSET FLOOR MOUNTED NUMBER OF 18" WIDE LIGHTED MIRRORS 1 NOTE: INFORMATION CONTAINED IN THIS SCHEDULE 1S FOR ACCESSIBLE AND AMBULATORY STALLS SHALL BE 34" WIDE UNO. INFORMATIONAL PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ACTUAL CONDITIONS, MATERIALS AND 8. PARTITION DOORS ON STANDARD STALLS DIMENSIONS NECESSARY FOR REPLACEMENT, INSTALLATION OR SHALL BE 28" WIDE. REFURBISHING. 9. PROVIDE BLOCKING AS REQUIRED AT SINKS AND FIXTURES PER MANUFACTURER'S RECOMMENDATION. 10. NEW FLOOR DRAINS IN CUSTOMER 111, 112, 165, 166, 167 (CUSTOMER RESTROOMS) RESTROOMS ARE TO BE FLUSH WITH TOP OF GENERAL FLOOR FINISH. LEVEL SLAB TO DEPTH NEEDED • ALL WATER CLOSETS AND URINALS TO BE TEMPORARILY FOR INSTALLATION OF CONCRETE OVERLAY. REMOVED FOR INSTALLATION OF NEW FINISHES AND TO 11. REPLACE GYPSUM BOARD CEILING WHEN BE REPLACED IN SAME LOCATION. LIGHTING IS TO BE REPLACED WITH CAN LIGHTS. 12. INSTALL OWNER FURNISHED FOOT OPERATED WALLS DOOR OPENER ON ALL RESTROOM DOORS • GYP BD: PAINT WALLS P131. WITHOUT A LATCH. LOCATE IN LOWER CORNER • REPLACE EXISTING WALL FINISHES WITH SUBWAY TILE. ON PULL SIDE OF DOOR PER MANUFACTURERS REF A5.3 FOR TOILET WALL ELEVATION AND FINISH PLANS. RECOMMENDATIONS. FLOOR • REF FLOOR FINISH PLANS CEILING • GYP BD: REF SHEET SA1 FOR CEILING SCHEDULE. PAINT CEILING P131. AIRPORT STYLE ENTRY ALCOVE WALLS • GYP BD: PAINT WALLS P131. • REPLACE EXISTING WALL FINISHES WITH SUBWAY TILE. REF A5.3 FOR TOILET WALL ELEVATION AND FINISH PLANS. FLOOR • REF FLOOR FINISH PLANS. 164 ALCOVE WALLS • GYP BD: PAINT WALLS P131 WITH PS7 WAINSCOT AND DB5 BASE UNO. FLOOR • REF FLOOR FINISH PLANS. 601 TOILET WALLS • FRP: REPLACE WITH FRP1. • PAINT HOLLOW METAL DOORS AND FRAMES P162. FLOOR • NCC: ETR, CLEAN FLOORING. CEILING • REF SHEET SA1 FOR CEILING SCHEDULE. IF STROBES ARE LOCATED ABOVE THE TILE LINE ON THE WALLS; STROBES ARE TO BE ETR. IF STROBES FALL BELOW NEW TILE LINE, COORDINATE ALARM WORK ON SITE WITH WALMART GLOBAL SECURITY TEAM FOR THE BOXES THAT NEED TO BE MOVED. L_.J -------------------- 30"X48" CLEAR AND HC LEVEL FLOOR SPACE \7�� ALCOVE 113 30"X48" CLEAR AND LEVEL FLOOR SPACE 10.35 5 A5.2 10.35 TYP OF 2 10.11 15.02 10.09 10.05 ° 12"X12" ACCESS PANEL HC IN CEILING 2'-0" FROM Zi WALL AND IN FRONT OF LAVATORY REF 8-A5.2 �.2 � 30"X48" CLEAR AND 1'-� 5 IAMETER p LEVEL FLOOR SPACE TURNAROUND - ME / HC 48" MANUEVERING �. SPACE COAT HOOK CENTERED ON DOOR 10.06 AT 47" AFF DOOR PULL 10.12 INSTALLED 34"-40" AFF WALL STOP 3" FROM EDGE AND 3" FROM 10.13 m:� BOTTOM OF DOOR 60"X59" CLEAR AND 1 1/2" UNDER LEVEL FLOOR SPACE GRAB BAR 30"X48" CLEAR AND 10.14 LEVEL FLOOR SPACE 5-A5.1A... 10.09 Q 10.11 to (HC HC 5 CD A5.2 A -Li ----------------------------- ALCOVE 114 10.35 ---------- --- 12"X12" ACCESS PANEL IN CEILING 2'-0" FROM -------- ----- WALL AND IN FRONT OF 15.02 LAVATORY REF 8-A5.2 10.11 TYP OF 2 10.09 5 10.05 A5.2 \ 10.26 5' IAMETER RNAROUND - 10.10 HC )� \� 30"X48" CLEAR AND 4 I LEVEL FLOOR SPACE A5.2 48" MANUEVERING SPACE 10.06 I WOMEN DRESSING 112 10.11 10.07 ...... COAT HOOK 10.12 CENTERED ON DOOR 10.13 AT 47" AFF DOOR PULL 10.13 INSTALLED 34"-40" AFF WALL STOP 3" FROM 10.05 EDGE AND 3" FROM BOTTOM OF DOOR 10.12 60"X59" CLEAR AND ...1 1/2" UNDER LEVEL FLOOR SPACE GRAB BAR 10.14 30"X48" CLEAR AND . LEVEL FLOOR SPACE 5 - A5.1 A 5 ... A5.2 a 15.02 HC Q HC CD 10.14 10.06 10.14 10.14 10.14 10. VERTICAL 10.07 VERTICAL w"'wiQ� w u ��U)wa =ozm Q w co O�mcn¢ 82<.Two Ow HLLw ZD w T a w=S2"LLZ w°ZowF->ZZw ¢a~=Oani O a LQ-Lt %�Wt-55 mpa�Oa�=Ka0}00�y°O�- WSwwZa�z O 32"!�rw< °o��Z'°aoUoc�¢} VOt- warzwzF-wol-�o owwooxwozowwwzz wo iT005� fh maz'TL ou =zoa_�wwwzaww �0aa0waaw0am m z m z O U m O D 04 0)M^ Lo O c:o co M T OO U-!L VJ_!N O ��� 0 0- O N NO Q Z o N W 0 =m0 W NM CD ti w m z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: EN PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /06/20 RESTROOM PLANS AND DETAILS a R 3/8" = l'-0" CUSTOMER REAR RESTROOM 3/8" CUSTOMER FRONT RESTROOM 3/8" = V-0" SHEET: A5. 1 W/ 114 PR AT 1/2 1/8 EX ME INSIDE CORNER SECTION 3" = 1'-0" METAL STUDS 3/8" STAINLESS STEEL TOP AND CORNER TRIM-C REF SPEC 09310 SEALANT WALL TILE REF FINISH PLANS SEALANT TILE BASE 1/2" PLYWOOD 1/4" CEMENT BOARD OUTSIDE CORNER DETAIL 3" = 1'-0" CONDITION WHEN TRANSITION LOCATED AT LOCATED AT DOOR WALL BEYOND CONCRETE OVERLAYMENT 3 1/2" X 1/2" ANODIZED L — — — — — — — -J ALUMINUM TRANSITION STRIP RENO RAMP AERP-1251390 BY SCHLUTER SYSTEMS FILL WITH GROUT X 8 TRANSITION AT EXPOSED EDGE OF 12" = 1'-0" PROVIDE TRANSITION J SLOPE WITH NO GREATER — THAN 1:2 FOR CHANGES IN LEVEL BETWEEN 1/4" AND 1i2" - NO CHANGE IN LEVEL SHALL BE GREATER THAN 1/2" PLACE FULL TILES AGAINST THRESHOLD Q CONCRETE OVERLAY 1/4" GYP BD PROVIDE 5/8" "' TYPE X GYP BD AT RATED CONDITIONS 1/2" PLYWOOD(TYP) SOUND BATTS WALL TILE 1/4" CEMENT BD (TYP) PROVIDE 5/8" CEMENT BD AT RATED CONDITIONS EXISTING METAL STUDS 1/2" CEMENT BD IN LIEU OF PLYWOOD FOR BOTTOM 6" BUILDING TAPE (4") REF SPEC SECTION 09655 TILE BASE FLOOR TILE ENLARGED WA 3" = 1'-0" SEALANT STAINLESS STEEL TOP AND CORNER TRIM-C REF SPEC 09310 _ - zZ 1/8" GROUT G15 JOINT (TYP) AT TILE LL SECTION 1/4" GYP BD t PROVIDE 5/8" TYPE X GYP BD AT RATED CONDITIONS 1/2" PLYWOOD(TYP) M Lo a SOUND w BATTS w m z O WALL TILE z O 1/4" CEMENT BD (TYP) PROVIDE 5/8" CEMENT w BD AT RATED w CONDITIONS w EXISTING w J_ METAL STUDS O �- 1/2" CEMENT BD O IN LIEU OF u- PLYWOOD FOR ry BOTTOM 6" TILE BASE ---------- ROLLED EPDXY PRIMER TO 3" AFF CONCRETE OVERLAYMENT 1/8" GROUT CG1C JOINT (TYP) AT CONCRETE OVERLAYMENT . b 4 TYP AT - - --WALLS - ; ' A5.1 A ° d a° 13-A5.3. o p m d YYIJIYFEIY,.a . - ." -o d• ' _ - Q ° - -Q4 4 - - -21 , 4 _ - 6 _ a , - _ ° _ _ , `8 = a md. - ,mod ° ° 4 TYP AT a _ . ° B 15-A5.3 4 d . d- a - ° , , gd ° " 4'� _ _ A5AA WALLS = d. °74 ° ° A5.1A d REF 21- A5.3. ALCOVE l 164 ° ° ',TYP AT 6 .4 a _ - a " ° °4-.. ,`_. d WALLS " d _ a -�`� „ Q 'd _ _A5:1A d a ° ° ° d. a 11 - A5.3° _ ' ° a 4 'Qa .-°-,a Lo -d - - - -° " - "dO _-- _ " ° _ 'CO - ME . - d- - ," ad `a ° °. °a° ..a 4 a .o ° �`"``8 9-A5.3. a'4... °' °. d.a ° TYP AT, 4,d m4 4 A5.1A o ° : as J °' d a 4-m REF 21- A5.3 a .WALLS °' ° - _° . °' 9 ° d> 44 _ _ ❑ a , FINISH REF ELEVATIONS 1 1/2" x 1 1/2" STAINLESS STEEL CORNER GUARD MODIFIED IN FIELD BUTT TRANSITION TO TILE CONT SEALANT BETWEEN _ TRANSITION AND TILE TRANSITION STRIP. INSTALL WITH MASONRY - SCREW ANCHOR AT 12" OC LOCATE PER PLAN EXISTING METALSTUDS Ul-L'swil Mill] STAINLESS STEEL TOP AND CORNER TRIM-C REF SPEC 09310 INSTALL SEALANT AT EDGE PORCELAIN TILE ON 1/4" CEMENT BACKER BOARD ON 112" PLYWOOD '7 FLOOR FINISH ' ' TILE BASE :REF PLAN'_ WALL END CAP 3" = 1'-0" 7 ¢� 0 LL W O F w LL D } U) OJD�¢ OW�FWn LL�H�~pZUULL=¢ � o ¢ a af ¢4ZO�xOQW� aw-+w-W OFZ2¢ O �H�<m¢a=a�°OW z 2 ¢ t/) - ~O O T W N'= W Z d T Q C9au: W "0 2trwoO} U)LL9)¢ �Vo�r0wT 'Wo~� �a�ZWIZ� O wc) wz0Z �w Z—w0 T<" f-LLwW00(5¢00 LL w2'daw0 U) F=-000a dm m H z H Z) m z O U m m d rn O ©J M 0) O O u- U) J�co 0 M V W O (Ar' N O Ii O S N w 0 '= In O P1 � O � W NM r w m z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: EN PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /06/20 RESTROOM FLOOR FINISH PLAN Al FAMILY RESTROOM FINISH PLAN 3/8" = V-0" REAR RESTROOM FINISH PLAN 3/8" = T-0" FRONT RESTROOM FINISH PLAN 3/8" SHEFT- A5.1 A EXI Sol EXI SECTION AT LAVATORY 1 1/2" = V-0" OPENING SIZE - REF SPECS CEILING ACCESS DOOR 3" = 1'-0" 2'-3" AFF WALL REF F META REF 1 CONT AT PE DIAPE WALL REF E IRROR MISTING PORCELAIN TILE %VATORY, REF MEP MIRROR HEIGHT REF FIXTURE HEIGHTS AND CLEARANCES RIM HEIGHT A REF FIXTURE HEIGHTS -r AND CLEARANCES kVATORY SHIELD, REF MEP 4LL LAVATORY MOUNTING ,KETS DIRECTLY TO 3/4" VOOD PRIOR TO TILE 4LLATION. TRIM TILE T TO BRACKETS. CAULK RTIGHT DRCELAIN TILE TO ATCH ADJACENT KISTING PORCELAIN TILE, 4NITARY FLOOR OLDING, AND FLOOR TILE NEW PLYWOOD BLOCKING, ATTACH TO NEAREST STUDS EA SIDE NEW SURFACE -MOUNTED PAPER TOWEL DISPENSER OWNER FURNISHED, GC INSTALLED 16 GAUGE CLIP ANGLE ANCHOR WITH (4) #10 c TEK SCREWS EACH LEG CEILING JOIST HEADER CEILING JOIST DOUBLE JOISTS AT EACH SIDE ` OF OPENING "' i CEILING ACCESS DOOR GALVANIZED METAL CASING BEAD 2x6 BLOCKING AT TOP, BOTTOM, RIGHT AND LEFT SIDES EXISTING FINISHES EXISTING METAL STUDS NON -RATED WALL AT DIAPER STATION 1 1/2" = V-0" 7 J O � I I V-8" 2'-6" CL FAMILY TOILET 167 4 0 0 4'-6" V-6" NEW SURFACE MOUNTED TRASH RECEPTACLE OWNER FURNISHED, GC INSTALLED PAPE RTOWEL/TRAS H 1 1/2" = V-0" Q 18'-0" PAPERTOWEL/TRASH 1 1/2" = V-0" 6'-4" NEW PLYWOOD BLOCKING, ATTACH TO NEAREST STUDS EA SIDE NEW SURFACE -MOUNTED PAPER TOWEL DISPENSER OWNER FURNISHED, GC INSTALLED NEW "TRASH LOCATION" SIGN OWNER FURNISHED, GC INSTALLED NEW FREE-STANDING TRASH RECEPTACLE OWNER FURNISHED C9 zm Y Y Oz Fn m w O N 0 0 a � m cy) 0 T SECTION AT LAVATORY MIRROR SOUND BATT INSULATION EXISTING METAL STUDS MIRROR HEIGHT REF FIXTURE HEIGHTS qV AND CLEARANCES SOLID SURFACE LAVATORY RIM HEIGHT REF FIXTURE HEIGHTS AND CLEARANCES INSTALL LAVATORY MOUNTING BRACKETS DIRECTLY TO 3/4" PLYWOOD PRIOR TO TILE INSTALLATION. TRIM TILE TIGHT TO BRACKETS. CAULK WATERTIGHT. APRON WALL TILE ON 1/4" CEMENT BOARD ON 1/2" PLYWOOD 1/2" CEMENT BOARD IN LIEU OF 1/2" PLYWOOD FOR BOTTOM 6" OF WALL TILE BASE FLOOR FINISH REF PLAN a� Z sn-w6iD'�wma w 02¢cr)p�-< WIs 2=OWpVz F 6Q OOQ wx:-w a,00WZzaau mX0<N ' tWwM, O ma<w, wLL Qn z 5'u- Ol9U¢o.eLLOOUKXZ> mz�'OT,a5wwwQp Q §U0�FOVw>0)LLU)Q W a Q.Z w U)ZF Ww OF� a WOm�wO�wwwZZO� F_ D<z�LLtutWi000��OU =ZoQp: Ww wz Kw 1-00001=wad WOam z a J Z) z 0 U m a m OD L LO C) C'O M J M 0 0 �- C_J V) J N O 2 2 a \,n _ V o O M ,fy N Z Y.. o N 0 LU 001— m0 J 09 0 WT_ NM ti w m D z m 0 ISSUE BLOCK CHECKED BY: RD DRAWN BY: EN PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /06/20 RESTROOM DIMENSIONS AND DETAILS ENLARGED FAMILY TOILET 3/8" = 1'-0" REAR CUSTOMER RESTROOM PLAN 3/8" = 1'-0" FRONT CUSTOMER RESTROOM PLAN 3/8" = V-0" SHEET: A5.2 KEYNOTES 10.05 GYP BD o �.w PAPER TOWEL DISPENSER (SURFACE MOUNTED) 10.06 TOILET PAPER HOLDER P131 0 ° Z Z 1U 10.07 SANITARY NAPKIN DISPOSAL W) o C. 3 10.09 SOAP DISPENSER O w w 3 10.10 DIAPER CHANGING TABLE CT54 10.11 MIRROR 10.12 TOILET SEAT COVER DISPENSER 10.13 TOILET COMPARTMENTS(REF SPECS FOR TYPE AND HEIGHT) I'_ b) 10.14 GRAB BARS N ^ 10.15 URINAL SCREEN(REF SPECS FOR TYPE AND HEIGHT) WITH FULL LENGTH ANGLE MOUNTING BRACKETS T5 CT53 A 10.26 COAT HOOK (INSTALL PLYWOOD BACKING) 'V W 10.35 ELECTRIC HAND DRYER (RECESSED) _ TYPICAL ELEVATION AT =� CUSTOMER RESTROOMS V¢� WITH 9'-0" CEILING HEIGHT TOILET TILE ELEVATION Z� o_Jw w p } 21 � °=�=a�z���=z e ¢a�- wOZOco 2 N LLN�m W-W �UFZQ_Q O LL mt:Jav,Qa=ate°O a-¢tn�F O2�pp W1=-= O � C9UQco� O�SU�2Z>- Z - p -j _ o �olac zwZW>- wO-W � wcow00 10.35 10.09 10.26 10.10 10.05 10.14 10.10 U) _2 ownUwWZUZ wo cn¢zF��Too5 -00 HOU°o8Finaaw0mm 10.06 10.14 10.14 10.35 10.06 - 10.12 10.07 -Ile f- .o. z z i O U FAMILY TOILET ELEVATION - D FAMILY TOILET ELEVATION - C FAMILY TOILET ELEVATION - B FAMILY TOILET ELEVATION - A 41'1 18 1/ /4 - 1 0 1 /4" = V-0" 1 /4" m a 0 D L 0) G4 Co c) M O © L tt cli J N O DRESSING J c.0 0 10.05 10.11 10.10 10.12 10.13 w10.12 10.05 10.35 10.10 10.13 10.11 10.35 r 10.09 10.05 %' o1 C) a VERTICAL N 10.14 W • 10.14 =m0 10.06 L.L ' 10.07 V V a - m - z O REAR RESTROOM ELEVATION - E REAR RESTROOM ELEVATION - H REAR RESTROOM ELEVATION - G REAR RESTROOM ELEVATION - F 13 1/4"=1'-0" ISSUE BLOCK 10.11 FC10.05 10.12 10.12 10.13 10.15 10.05 10.10 00.35 10.11 10.09 10.35 10A 3 VERTICAL 10.14 - - 10.14 10.09 10.14 - 10.06 I ! I I I ! i CHECKED BY: RD ' ! I DRAWN BY: EN PROTO CYCLE: 09/25/20 REAR RESTROOM ELEVATION - D REAR RESTROOM ELEVATION - C REAR RESTROOM ELEVATION - B REAR RESTROOM ELEVATION - A DOCUMENT DATE: 11/06/20 12 1/4" = V-0" 11 , 1 /4' - _ 1._0., 10 114" = 1'-0" 9 1 /4" = 1'-0" VERTICAL q1- A 4372 Z DRESSING RED ARG� 10.35 00.05 10.05 10.12 10.13 00.11 10.09 10.05 10.26 10.10 10.11 10.13 W 10.11 10.14 m 11 /06/20 r O >1 _ VERTICAL 0 10.12 10.09 110.14 �1 10.14 10.06 RESTROOM 10.07 ELEVATIONS _j - 1 K I } 2 CL w N m' I 0 r 0 c m FRONT RESTROOM ELEVATION - D FRONT RESTROOM ELEVATION - C FRONT RESTROOM ELEVATION - B FRONT RESTROOM ELEVATION - A co R 1 /4 - 1 -0 3 1 /4 - 1 -0 1 /4" = 1 -0 1 1 /4 O >T • M SHEET: o A5.3 0 N y a O W .- U ALCOVE FINISH PLAN 1 /4" = 1'-0" ,zv_n" a, n" 2v G"F P131 [Psi DB5 P131 P131 PS1 PS1 DB5 TRAINING DB5 0 172 O J — O 0 0 P76 0 DB5 0 ENLARGED TRAINING FLOOR PLAN 1 /4" =1'-0" Z9b-II OF OW F mw3:-,WN a¢cn��tr��0�u S(AZQOl -W.=W wa 0(-)<Mow�OOC)Q a Z"Ooi--OwLu_j c ¢W LL Lij 5 Z W to Z i. ri' WC ISSUE BLOCK CHECKED BY: RD DRAWN BY: LR PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /06/20 REAR OFFICE PLAN REAR OFFICE FLOOR PLAN 3/32" = 1'-0" SHEET: A6 P. PARTITION TYPES PARTITION NOTES REFERENCE SIDE OPPOSITE SIDE 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. FOR FURRING 4. CONTINUE FINISH MATERIAL TO A MINIMUM OF 4" ABOVE ATTACHMENT SUSPENDED CEILING SYSTEMS UNO. 5. WHERE NO CEILING IS INDICATED CONTINUE FINISH TO DECK UNO. MAINTAIN CLEARANCE BELOW STRUCTURE PER CAPTURE TRACK METAL STUDS SET DETAILS 1/2" OFF FACE OF 6. STUD PARTITIONS REQUIRING A FIRE RATING OF ONE HOUR SHALL EXTERIOR WALL COMPLY WITH UL#U419, UL#U465 OR UL#U442. MASONRY UNO PARTITIONS REQUIRING ONE HOUR FIRE RATING SHALL COMPLY - WITH UL#U905. FACE OF WALL 7. MAXIMUM HEIGHT OF NON LOAD BEARING WALL ABOVE HEADER AS OCCURS TO BE 14'-9" BATT INSULATION 8• REF SPECIFICATIONS FOR LATERAL BRACING OF STUD AT EXTERIOR PARTITIONS. WALLS ONLY 9. PROVIDE ALTERNATING DIAGONAL METAL STUD BRACING ABOVE THE CEILING FOR INTERIOR WALL STUDS THAT DO NOT GO TO 1/2" PLYWOOD DECK. 10. USE GYPSUM BOARD BEHIND ALL FRP BOARD UNO. USE 1/2" WATER 11. WHERE NO CEILING IS SCHEDULED, STOP 1/2" PLYWOOD RESISTANT SUBSTRATE AT 10'-0" AFF. GYPSUM BOARD 12. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF LEVELS, AT WET AREAS CONCEALED SPACES BETWEEN STAIRWAY STRINGERS, PENETRATIONS IN FLOOR/CEILING ASSEMBLIES AND OTHER LOCATIONS AS REQUIRED BY CODE. H 13. ROOMS THAT HAVE 5/8" IMPACT RESISTANT GYP BD TO 48" AFF NEED 5/8" GYP BD ABOVE 48" AFF. REF A7 FOR LOCATIONS. 14. ON RESTROOMS WALLS RECEIVING PORCELAIN TILE, UPPER (PAINTED) PORTION IS TO BE WATER RESISTANT GYPSUM BOARD IN LIEU OF GLASS -MAT BACKER MATERIAL. WHERE NO CEILING 15. WHEN MODIFYING OR BUILDING ANY NEW FIRE RATED IS SCHEDULED, PARTITIONS, ENSURE ALL PENETRATIONS AND JOINTS ARE STOP 1/2' SEALED IN ACCORDANCE WITH THE SPECIFICATIONS. PLYWOOD 16. PROPERLY SEAL ALL EXISTING PENETRATIONS IN EXISTING SUBSTRATE AT FIREWALLS TO ACHIEVE X HOUR RATING. 10'-0" AFF UNO 17. WALLS WITH AN UNSUPPORTED LENGTH GREATER THAN THE LIMITS LISTED IN THE SPECIFICATIONS ARE TO BE BRACED ABOVE METAL STUDS THE CEILING AND AT NO GREATER THAN THE MAXIMUM UNSUPPORTEDLENGTH 1/2" GYPSUM 18. FOR PARTITION WALL FRAMING DAMAGE, REFERENCE 9-A6.1. BOARD,BOTH SIDES 1/2" PLYWOOD, PARTITION LEGEND BOTH SIDES DETAIL: X-XX NUMBER INDICATES STUD EXISTING SECTION PLAN: HEIGHTMETAL STUDS NO NUMBER INDICATES LETTER INDICATES STUD HEIGHT TO BOTTOM PARTITION TYPE 12 INSTALL 4'-0" REF PLANS AND OF ROOF DECK TYP SUPPORT AT SHEET A6 A NUMBER INDICATES DAMAGED STUDS REFERENCE SIDE STUD SIZE AS FOLLOWS: ATTACH BRACE TO OPPOSITE SIDE EXISTING STUD WITH (2) TEK SCREWS 1 - 1 5/8" METAL 6 - 6" METAL SPACED V-0" OC 2 - 2 1/2" METAL 8 - 8" CMU tiQ 3 - 3 5/8" METAL 12 - 12" CMU � *REF SPECS FOR STUD GAUGE AND SPACING U- `t 1 HOUR RATED GYPSUM BOARD (NEW) o �Q UNDAMAGED UL#U419, UL#U442, OR UL#U465 v EXISTING FLOOR 1 HOUR RATED CMU (NEW) UL#U905 TRACK TO REMAIN NON -RATED GYPSUM BOARD WALL (NEW) �Q REPLACE PORTION OF ACOUSTICAL INSULATION FULL WALL DAMAGED TRACK THICKNESS (NEW) CHAIN LINK FENCE (NEW) (� REPLACEMENT FRAMING DETAIL I I I I I I I I I 1 11 COOLER/FREEZER WALL (NEW) v 1/2" = V-0" RM SC: A6 RM WMN: ----------------------------- (NEW) 48" HIGH PLASTIC LAMINATE OR PROTECTIVE SURFACE WAINSCOT UNO EXISTING 1 HOUR RATED GYPSUM BOARD TO REMAIN CUT GYPSUM BOARD--� EXISTING PARTITION OR WALL TO REMAIN TO FIT WITHIN 3/8" 5/8" TYPE X 1/2V VERTICAL GYPSUM BOARD OF BOTTOM OF GYPSUM BOARD CONTROL JOINT CMU WALL (NEW) ROOF DECK REF SPECIFICATIONS EXISTING WALL TO BE DEMOLISHED TOP TRACK I METAL STUDS EXISTING CHAIN LINK FENCE MAXIMUM I / JOIST BEYOND WAINSCOTWITHSTING " HIGH PLYWOOD 4'-0" GRID W TH 2x8 WOOD BASE 1" 1" 5/8" GAP 1 5/8" DRYWALL SEAL AIR SPACE SCREWS AT 24" OC WITH EXPANDING I BOTTOM TRACK CHAIR RAIL FURNISHED BY FOAM SEALANT 5/8" TYPE X WALMART, INSTALLED BY G.C. GYPSUM BOARD NON -RATED GYPSUM BOARD WALL - 6" DEFLECTION TRACK 16 _ _ _ _ GAUGE SECURED TO / / (NEW) (GROCERY PREP AREAS) BRACE TO METAL ROOF DECK BOTTOM CHORD OF JOIST WITH SILL SEALER ADJACENT I JOIST C7 WITH (2) 0.145 DIA PAF - - - WALL AT c� I 1 DIAGONAL 3 5/8" CORNER 1/2" VERTICAL GYPSUM MTL STUD BRACING gy, I ATTACH 6ITH # 6 " GYPSUM BOARD AT 32" OC AS - - - GAUGE WITH #10x1 1 _ � BOARD CONTROL JOINT READ TO ATTACH - SCREWS FOR (2) I M REF SPECIFICATIONS STABILIZE PARTITION 20 GAUGE GYPSUM BOARD CO I ROWS AT 24" OC TO I 1 GYPSUM BOARD I CLIP ANGLE I METAL ROOF DECK �., SPACER AT TOP ONLY 20 GAUGE e') _ Ilk TOP TRACK 2" x 20 GAUGE I I CONTINUOUS METAL GYPSUM BOARD METAL STUDS J-MOLD EDGE STRAP REF PARTITION TYPES GYPSUM BOARD COVER - - AS SCHEDULED SLIP JOINT METAL STUDS METAL STUDS I A _ WALL FINISH REF PARTITION TYPES CAPTURE TRACK PARTITION ATTACHMENT GYPSUM BOARD PARTITION BRACING AT DEMISING WALL AT PERPENDICULAR JOIST CONTROL JOINT 8 1 1/2" = 1'-0" RM SC: A6 RM WMN: A5.2 + 1 1/2" = V-0" � 1 1/2" = V-0" RM SC: A6 RM WMN: --- & 1 1/2" = V-0" RM SC: A6 RM WMN: --- CUT G"^ _^. __ ' FIT WI' BOTTC DECK ATTAC GYPSL BOAR[ TOP OI J-MOLI NON -RATED CAPTURE TRACK SEAL AIR SPACE WITH EXPANDING FOAM METAL ROOF DECK ATTACH 16 GAUGE 6" DEEP LEG TRACK WITH #10x1" SCREWS FOR (2) ROWS AT 24" OC TO METAL ROOF DECK 2" x 20 GAUGE CONT METAL STRAP WALL FINISH REF PARTITION TYPES CRIPPLE STUD DEFLE TRACI INSTALL CONT JOINT ON BOTI SIDES OF THE LOCATE AT LA SIDE ONLY ON SINGLE DOOR: PARTITION FLOOR TRAC GYPSUM BOARD ZINC CONTROL JOINT STRIP CONTROL JOINT AT DOOR JAMB CLIPPED AND BENT METAL RUNNER AT 48" OC METAL RUNNER EXTEND METAL STUD 4" MINIMUM ABOVE CEILING FRAMING METAL STUDS SET 1/2" OFF FACE OF WALL FACE OF WALL CEILING PER SCHEDULE FURRING ATTACHMENT O WALL 2)ii 1/2" = V-0" RM SC: A6 RM WMN: A5.2 INTERIOR NON -LOAD BEARING PARTITION HEADER SCHEDULE HEADER LENGTH HEADER MEMBERS HEADER TRACKS JAMB STUDS UP TO 4'-0" 2 C3 5/8xl 1/4"x20 GA 2 C3 5/8x20 GA 2 C3 5/8xl 1/4"x20 GA UP TO 10'-0" 2 C6xl 5/8"xl8 GA 2 C6x18 GA 2 C6x1 5/8"x18 GA OVER 10'-0" & UP TO 14'-0" 2 C8x1 5/8"xl8 GA 2 C6x18 GA 2 C6x1 5/8"xl8 GA OVER 14'-0" & UP TO 18'-0" 2 C8x1 5/8"xl6 GA 2 C6x16 GA 2 C6x1 5/8"xl6 GA OVER 18'-0" & UP TO 20'-0" 2 C10x1 5/8"x16 GA 2 C6x16 GA 2 C6x1 5/8"x16 GA OVER 20'-0" & UP TO 24'-0" 1 (2) C12xl 5/8"x16 GA (2) C6x16 GA (2) C6x1 5/8"x16 GA NOTES: 1. MAX WALL HEIGHT ABOVE HEADER ASSEMBLY IS 14'-9". 2. SPLICING OF HEADER AND JAMB MEMBERS IS NOT PERMITTED. 3. MAX SPAN FOR OPENINGS TO RECEIVE INFILL BELOW THE HEADER IS 19'-0". 4. JAMBS NOT TO DECK ARE TO BE BRACED IN ACCORDANCE WITH THE PARTITION BRACING DETAILS. 3 5/8" JAMBS BEYOND 13'-4" ARE TO BE BRACED ABOVE THE OPENING AND SUCH THAT THE MAXIMUM UNBRACED LENGTH IS NOT EXCEEDED 5. FRAMING MEMBERS ARE NOT SIZED FOR VERTICAL LOAD OTHER THAN THAT OF THE PORTION OF WALL ABOVE THE OPENING. METAL STUD REF PLANS AND SECTIONS (1) #10 TEK SCREW AT EACH VERTICAL STUD 20 GA BOTTOM TRACK TOP TRACK REF SCHEDULE STUD HEADERS REF SCHEDULE FINISH AS INDICATED BOTTOM TRACK REF SCHEDULE FASTEN HEADER ASSEMBLY WITH (1) #10 TEK SCREW AT EACH FLANGE AND 12" OC FOR THE LENGTH OF THE HEADER SECTION -A i DOUBLE MTL STUD AT 1 JAMBS REF SCHED #10 TEK SCREWS AT 16" O.C. VERT 1 _� F711 16 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND (6) #10 TEK SCREWS TO JAMB - 1 1 1 HEADER ASSEMBLY VARIES REF SCHED Jo (2) #10 TEK SCREWS AT 24" OC VERT SECTION-B HEADER CONNECTION DETAIL (1) #10 TEK SCREW EACH + F _1r, 7 + SIDE. SPACE AT + 1 I + 24" OC (2) #10 TEK SCREWS EACH SIDE AT JAMBS 16 GA DEEP LEG DEFLECTION TRACK. REF PARTITION DETAILS C6" x 1 5/8" x 18 GAUGE EACH SIDE OF JAMB. FASTEN TO TRACK WITH (2) #10 TEK SCREWS EACH SIDE. DO NOT ATTACH TO JAMB DETAIL-C ATTACH TO SLAB 20 GAUGE CONT WITH (2) 0.145 DIA STUD TRACK - PAF'S AT BASE OF JAMB c d u d d.- �. (1) #10 TEK SCREW (2) 0.145 DIA. EACH FLANGE OF PAPS AT 24" OC EACH STUD DETAIL-D DETAIL C + FT-1+ +1 1 I+ �-- - - - - 4--1-} - -� z O �a w I +1 SECTION I B ® + 1 METAL STUD I HEADER REF SCHED I 16 GA TRACK WITH (3) #10 TEK + SCREWS EACH SIDE TO HEADER AND (6) #10 TEK SCREWS TO JAMB I I METAL STUD JAMB REF SCHED 16 GA TRACK TO TOP OF HEADER- - - - DETAIL I D I ¢ w ', J-�?�a=m o�� aow w o W �a o�o¢oa>wo� ¢at-wOzow.xOaW3 W N �m F;iWwwo UZ 6' O U- �F�arn¢a=¢00 d<W_ _W2F-0 ,, O ��ZN'o'?WaWoo Q zU�oaLLOOUCC0�z> 2V0F-OUP}m��Q Ha_ ZLUZF� JwO� -� C) WZ0Z a 00LU0xI (1) t_LLwu-000 00 =Z Oau-�w ww Z2 Rw in F0000Fwda w omm w m a U) O L VnLo C) C= J c� M r n LL U) N o J c _y W� 04 m NO Z Q o N w 0 =m0 J F- CL vV (DU)WT1_ N�' c� w m D z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: LR PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 S p qY A•, AR00 72 RED 11 /06/20 PARTITION TYPES AND WALL DETAILS SHEET: A6.1 I I I 14 1 1/2" = V-0" RM SC: A6 RM WMN: --- 12" = V-0" RM SC: A6 RM WMN: --- 1 1/2" = V-0" RM SC: A6 RM WMN: A5.2 , ,,.11.,. 11 .,, 7 9 r ,nf ul�• ,i.!_u I �IF'i_ i I �, i. _ � EXISTING STUD FRAMING PATCH AND REPAIR EXISTING GYPSUM BOARD TO MATCH ADJACENT — 1 1 /2" X 1 1/2" 18GA ANGLE WITH (1) #10 TEK SCREW AT EACH LEG AT EACH STUD 1/2" GYPSUM BOARD WITH PS10 CONT TRACK 6" X 20GA METAL STUDS AT 16" OC 'OF, 109'-0" Y AFF FV SALES EXISTING CEILING + + LAP AND FASTEN WITH + + (4) #10 TEK SCREWS TYP AT LAPPED ATTACHMENTS 8'1 ACC ACC BULKHEAD. 1 1/2" = 1'-0" 2x12 WOOD STUD HEADERS,TYP SISTER TOGEHER WITH (2) #10 SCREWS STAGGERED AT 16" OC SECTION 1/2" = 1'-0" RM SC: A6 RM WMN: --- 0 10.PS8YP VSECTION REF ELEVATION 3/4" FINISH GRADE PLYWOOD L3x3x3-18GA WITH (3) #10 SCREWS TYP AT EA VERTICAL END, SECURED BY (2) 0.157 DIA PAF AT BEAM EXISTING GIRT EXISTING CMU WALL STITCH TO EXISTING WALL FRAMING WITH #10 TEK SCREWS @ 16" OC VERT 6" 20GA METAL STUDS 1/2" GYP. #8 SCREWS 16" OC AT EDGES 24" OC IN FIELD 2x4 BLOCKING PS8 PROTECTIVE SURFACING AT ALL EXTERIOR SIDES MITERED CORNERS EXISTING STUD FRAMING PATCH AND REPAIR EXISTING GYPSUM BOARD TO MATCH ADJACENT 1/2" GYPSUM BOARD WITH PS10 CONT TRACK 6" X 20GA METAL STUDS AT 16" OC 110'-0" AFF FV SALES 1 1/2" X 1 1/2" 18GA ANGLE WITH (1) #10 TEK SCREW AT EACH LEG AT EACH STUD + ADD TRACK AND CLIP AT + + FACE OF HEADER. CLIP TO BE L3x3x3-16GA WITH (3) #10 TEK SCREWS TYP AT EA LEG 8" TENANT TENANT CANOPY DETAIL. 1 112" = 1'-01, EXISTING S- WALL AND BULKHEAD SECTION AT 1/2" = 1'-01, ) P 1 1/2" x 1 1/2" CONT WOOD BLOCKING, ONE HORIZONTAL AND ONE VERTICAL AT EA END. REF ELEVATION FOR LENGTH 1 1/2" HAT CHANNELS WITH 1 #10 TEK SCREW AT EACH LEG AT EACH STUD. 1/2" GYP BD, TYP ALL SIDES 'T T AD GYP BD TO BE FLUSH WITH BOTTOM OF EXISTING BULKHEAD FURRING 'v FACE OF CMU WALL M 00 FRAMING BELOW ---------- HEADER HEADER FRAMING ABOVE 2x4 WOOD STUDS,TYP 3/4" FINISH --------- -- iv GRADE PLYWOOD M ATTACH TO STUDS WITH FINISHING NAILS FRAMING BELOW HEADER TOENAIL AT THE TRIM STUD,TYP MITERED CORNERS AT FRONT CLEAR CORNER GUARDS SECTION 1" = 1'-0" RM SC: A6 RM WMN: --- STITCH TO EXISTING WALL FRAMING WITH #10 TEK SCREWS @ 16" OC VERT 6" 20GA METAL STUDS 1/2" GYP. #8 SCREWS 16" OC AT EDGES 24" OC IN FIELD PS8 PROTECTIVE SURFACING AT ALL EXTERIOR SIDES 2x4 BLOCKING MITERED CORNERS SECTION N ti 0 a� FIAAI 11- EXISTING STUD FRAMING EXISTING CEILING EXISTING HEADER ADD TRACK AT FACE OF HEADER WITH (2) #10 TEK SCREWS AT 16" OC LAP AND FASTEN WITH (4) #10 TEK SCREWS TYP AT LAPPED ATTACHMENTS EXISTING CONC SLAB PATCH AND REPAIR EXISTING GYPSUM BOARD TO MATCH ADJACENT 1 1/2" X 1 1/2" 18GA ANGLE WITH (1) #10 TEK SCREW AT EACH LEG AT EACH STUD 1/2" GYPSUM BOARD WITH PS8 109'-0" BOS FV CONT TRACK �— 6" X 20GA METAL STUDS AT 16" OC PORTAL JAMB BEYOND 100'-01, FF EL TENANT WALL SECTION 1/2" = 1'-01, RELOCATED REDBOX AND VENDING MACHINES VENDING ENCLOSURE PAINT P208 PAINT CMU WALL AT INTERIOR OF ENCLOSURE P208 1'-0" REF PLAN 1'-0Ir " CLEAR OPENING WIDTH VENDING SURROUND ELEVATION. 1 /4" = 1'-0" G -V V llt\tLV G -V REF PLAN GRAIN TO RUN HORIZONTAL ON HORIZONTAL FACES, TYP 3 SIDES INSIDE FACES TO BE FLUSH WITH EXISTING 4 OH TENANT OPENINGS, TYP + .++ +++ +++ +++ A62 A62 ++ +++ +++ + +++ ++ + +++ + '+++++ GRAIN TO RUN VERTICAL +++++ ++++++ + +++ ON VERTICAL FACES, ++++++ + + + TYP 6 SIDES + + + PORTAL ELEVATION - CUSTOMER SERVICE. EXISTING STUD FRAMING EXISTING CEILING EXISTING HEADER ADD TRACK AND CLIP AT FACE OF HEADER. CLIP TO BE L3x3x3-16GA WITH (3) #10 TEK SCREWS TYP AT EA LEG EXISTING CONC SLAB 114'-0" EXIST SOFFIT'~' PATCH AND REPAIR EXISTING GYPSUM BOARD TO MATCH ADJACENT 1 1/2" X 1 1/2" 18GA ANGLE WITH (1) #10 TEK SCREW AT EACH LEG AT EACH STUD 1/2" GYPSUM BOARD WITH PS8 109'-o" BOS FV CONT TRACK 6" X 20GA METAL STUDS AT 16" OC PORTAL JAMB BEYOND '1 oo'-o" FF EL TENANT WALL SECTION 1/2" = 1'-0" GC TO COORDINATE WITH WALMART SECURITY TEAM FOR RELOCATION OF ANY SURFACE MOUNTED CAMERAS AT SLAT WALL INSTALLATION. 0 , N T 12'-0" STANDARD 10.33 PANELS CUT TO CEILING CONDITION AS REQUIRED. REF SPECS FOR CUTTING REQUIREMENTS REF PLAN 12'X4' SLAT WALL PANELS, GC INSTALLED WM PROVIDED. GC TO REMOVE ANY LAMINIATE AND BASE PRIOR TO INSTALL. REF SPECS FOR INSTALLATION AND CUTTING REQUIREMENTS OF SLAT WALL PANELS. CUT PANEL AS REQUIRED FOR DOORS IN AREA OF SLAT WALL. REF SPECS FOR CUTTING REQUIREMENTS TWO END PANELS PER ANY MODIFICATIONS VESTIBULE TO BE ORDERED TO STANDARD WIDTH WITH EDGE BANDING ON OF PANELS SHOULD VERTICAL EDGE FOR FINAL MAINTAIN SPACING EXPOSED EDGE OF SLAT TO GAP VESTIBULE SLAT WALL ELEVATION. (V � - FINAL SEAMS TO r, BE SEALED WITH CONSTRUCTION ADHESIVE, TYP BOTH SIDES - 1/2" GYP BOARD - FINISHED WITH PS8 1/4" = 1'-01, 7 1/2" VARIES 7 1/2" REF PLAN FINAL SEAMS TO BE SEALED WITH CONSTRUCTION GRAIN TO RUN ADHESIVE, TYP HORIZONTAL ON BOTH SIDES HORIZONTAL FACES, TYP 3 SIDES SEAM TO BE IN INSIDE FACES TO BE MIDDLE OF OPENING FLUSH WITH EXISTING TENANT OPENINGS, TYP 1/2" GYP BOARD + + FINISHED WITH PS8 '. + 3 3 + + + + + +++ A6.2 A6.2 ++++ ++ + '++++ GRAIN TO RUN VERTICAL ++++++ ++;++ ON VERTICAL FACES, ++++ + +' + TYP 6 SIDES + + PORTAL ELEVATION - TENANT. W L- Za' 0vwo¢ w,2. a w Cn OJ��¢ OWOI WU w p�F-O-�QpaV UaFI..z W==aO�a Za'F-ZO❑ a W w O O U O¢ Q N N m LL U00� O 3:mZ;oF'W'wawO Q zU¢w 00(wxF->- aw���z co otO �<W�z-,wwu) �Z0 aUwoFNWLLo�QZ. 00 =z0L2�zaofw BE FWcn t-OU¢0waaoftm z Q z O U tY m d OD L " Lo M C) ��M LL U)JN o _ ! = o a V W O 04 M NO o Q W J CL N E =m0 69 W� NM cD ti w m Z) z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: LR PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /06/20 INTERIOR WALL SECTIONS SHEET: A6.2 1 1/2" = 1'-0" RM SC: A6 RM WMN: --- V 1 1/2" = V-0" RM SC: A6 RM WMN: --- 1 /4" = 1'-01, 1 /4" = 1'-0" 0 NEW DOOR AND FRAME SCHEDULE DETAIL REFERENCES ARE TO SHEET A8 LINO DOOR I FRAME MARK ROOM NAME NEW/ ETR TYPE MATERIAL QTY NOMINAL SIZE GLASS NEW( ETR WIDTH HEIGHT 300B PHARMACY NEW U ALUM 1 21' - 8" 8'- 9 112" NEW 300A PHARMACY NEW G HM-STL 1 T - 0" 7'- 0" TEMPERED NEW 303A HEALTH SERVICE NEW G1 HM-STL 1 3' - 0" 7'- 0" TEMPERED NEW 303B PHARMACY NEW G1 HM-STL 1 3' - 0" 7' - 0" TEMPERED NEW 800A MONEY CENTER NEW Y2 PLASTIC 1 4'- 10" 3'- 2" --- NEW DETAIL TYPE MATERIAL HEAD JAMB THRESHOLD -- ALUM --- --- I HM-STL 4 3 --- 1 HM-STL 4 3 -- 1 HM-STL 4 3 --- FIRE RATING (MIN) NOTES --- [---] --- [---] GENERAL FINISH NOTES 1. PAINT ALL METAL DOOR FRAMES VISIBLE TO CUSTOMER (EXCEPT DOORS IN CMU WALLS) WITH EPDXY PAINT. 2. PAINT ALL HM DOORS AND FRAMES LOCATED IN NEWLY PAINTED WALLS AS INDICATED: - DOORS AND FRAMES SHALL BE PAINTED P162 LINO - PAINT NEW DOORS P162 IF ADJACENT WALLS ARE UNFINISHED UNO 3. 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. 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 PROTECTIVE WALL SURFACING WAINSCOT, INSTALL OUTSIDE CORNER TRIM, DO NOT INSTALL ON BLOCK WALLS, REFERENCE SPECIFICATIONS. 6. WHERE NEW PROTECTIVE SURFACING WAINSCOT IS TO BE INSTALLED, REMOVE EXISTING LAMINATE AND/OR FINISHES TO BASE SUBSTRATE PRIOR TO INSTALLATION OF NEW. INSTALLATION OF NEW PROTECTIVE SURFACING OVER EXISTING IS NOT ACCEPTABLE. NO EXCEPTIONS. 7. PROPERLY SEAL ALL EXISTING AND NEW PENETRATIONS IN FIRE RATED WALLS TO MAINTAIN FIRE RATING. 8. WHEN INSTALLING NEW OR REPLACING FRP, INSTALL NEW WALL BASE FULL WIDTH OF PANEL(S) TO MATCH EXISTING. 9. PATCH AND REPAIR ALL GYPSUM BOARD WALLS AND CEILINGS PRIOR TO PAINTING. 10. WHEN PIECE REPLACING CEILING TILE, GC TO MATCH NEW TILE TO ADJACENT SURROUNDING CEILING TILE. MATERIAL KEY MARK DESCRIPTION ACRYL ACRYLIC AL ALUMINUM LINK ALUM ALUMINUM CL CHAIN LINK HM-STL HOLLOW METAL -STEEL OM ORNAMENTAL METAL PLAIT PLASTIC STL STEEL STL-P STEEL PIPE STL-BP STEEL BENT PLATE TEMP TEMPERED 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 DOOR SCHEDULE NOTES 1. BUTTS OR HINGES. REF SPEC. 2. ALARM OR EXIT DEVICE. REF SPEC. 3. LATCH OR LOCK SET, REF SPEC. 4. PUSH AND/OR PULL, REF SPEC. 5. INSTALL AUTOMATIC CLOSER, REF SPEC. 6. REMOVE DOOR CLOSER. PATCH AS NEEDED. 7. ARMOR PLATE AND/OR KICKPLATE. 8. STOP, HOLDER, OR ELECTROMAGNETIC DOOR HOLDER, REF SPEC. 9. THRESHOLD, REF SPEC. 10. INSTALL CONTINUOUS GEARED HINGE, REF SPEC. 11. DOOR COORDINATOR, REF SPEC 12. ELECTROMAGNETIC LOCK, REF SPEC. 13. LOCK GUARD, REF SPEC. 14. ONE-WAY VIEWER, REF SPEC. 15. INSTALL 5"X20" WINDOW IN DOOR. 16. INSTALL FLEXIBLE STRIP CURTAIN 17. INSTALL SECTIONAL DOOR TRACK RETURN AT MAXIMUM HEIGHT AND AS CLOSE TO ROOF STRUCTURE AS ALLOWABLE BY MANUFACTURER. 18. FULLY GASKETED FOR NEUTRALIZATION. 19. PROVIDE 1" CLEARANCE BETWEEN EDGE OF STRIKE SIDE OF DOOR AND ADJACENT CASEWORK. 20. COORDINATE INSTALLATION OF SIGNAGE WITH DOOR MANUFACTURER: 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND, TEXT TO READ "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" 21. REMOVE EXISTING DOOR AND HARDWARE. EXISTING FRAME TO REMAIN. INSTALL HINGE FILLER PLATE AND STRIKE FILLER PLATE IN HOLLOW METAL FRAME. 22. FLEXIBLE TRAFFIC DOOR COLOR TO BE BLACK. PAINT DOOR FRAME P36. DO NOT PAINT STAINLESS STEEL FRAMES. 23. INSTALL HINGE FILLER PLATE PRIOR TO INSTALLATION OF CONTINUOUS HINGE. 24. PROVIDE VENDOR WITH FIELD VERIFIED DIMENSION OF CLEAR WIDTH AFTER REFRIGERATED CASES HAVE BEEN INSTALLED. DOOR COLOR TO BE BLACK. 25. SHELF ON DOOR TO BE STRIPPED, CLEANED, AND REFINISHED. 26. SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND, TEXT TO READ "IN EMERGENCY PUSH TO OPEN" GENERAL DOOR NOTES 1. ALL DOORS SCHEDULED AS NEW ARE TO RECEIVE COMPLETE NEW HARDWARE SETS AS LISTED IN SPECIFICATIONS. 2. ALL UL RATED DOORS TO RECEIVE PAINT MUST HAVE UL LABELS IN PLAIN SIGHT AND BE LEGIBLE. IF EXISTING LABELS HAVE BEEN PAINTED OVER REMOVE PAINT. 3. REFERENCE ELEVATIONS ON A2 FOR EXTERIOR DOOR COLORS 4. SCHEDULED WIDTH AND HEIGHT INDICATE FINISHED OPENING SIZE AT ALL OVERHEAD AND COILING DOOR LOCATIONS 5. SCHEDULED WIDTH AND HEIGHT INDICATE ROUGH OPENING SIZE AT ALL AUTOMATIC SLIDING DOOR LOCATIONS. 6. INSTALL DRIP CAP AT ALL NEW EXTERIOR DOORS. 7. UNLESS NOTED OTHERWISE, GENERAL NOTES APPLY TO ALL DOORS IN THE STORE, NOT ONLY THOSE IN THE DOOR SCHEDULE. FINISH KEY REF SPECIFICATIONS FOR EXACT COLORS REQUIRED MARK FINISH COLOR DESC. ACT1 ACOUSTICAL CEILING TILE WHITE 24"x48" ACT2 ACOUSTICAL CEILING TILE WHITE 24"x48" VINYL FACED NON -PERFORATED ACT3 ACOUSTICAL CEILING TILE WHITE 24"x48" ACT4 ACOUSTICAL CEILING TILE WHITE 24"x48" ACTG ACOUSTICAL CEILING GRID WHITE B6 PLASTIC BASE BLACK 6"xl/4" Bg PLASTIC BASE BLACK 4"x1/4" B10 PLASTIC BASE OUTSIDE CORNER BLACK C1 CUSHION BACK TILE CARPET C3 CUSHION BACK TILE CARPET WALNUT CC CONCRETE CURB CO CONCRETE OVERLAY CT2 ENTRY TILE RED 12" x 24" x 3/8" CT43 PORCELAIN WALL TILE BEIGE 12" x 12" x 3/8" CT44 PORCELAIN FLOOR TILE GRAY 12" x 12" x 3/8" CT53 FLOOR TILE DARK GRAY 12 x 24 CT53A TILE BASE DARK GRAY 6 x 12 CT53B COVE BASE DARK GRAY 6 x 6 CT54 WALL TILE WHITE 4 x 12 LINEAR DB5 DURO BASE BLACK 5" DB6 DURO BASE BLACK 6" DB10 DURO BASE BLACK 10" ETR EXISTING TO REMAIN FRP1 FIBERGLASS REINFORCED PLASTIC WHITE FRP WALL PANEL FRP2 FIBERGLASS REINFORCED PLASTIC BEIGE FRP WALL PANEL FRP5 FIBERGLASS REINFORCED PLASTIC ALMOND FRP WALL PANEL FT1 FAUX SUBWAY TILE WHITE G1 GROUT DARK GRAY G2 GROUT DARK GRAY G3 GROUT LIGHT TAN G4 GROUT GRAY G7 GROUT BROWN G15 GROUT BLACK G16 GROUT GRAY HRC1 HEAT RESISTANT COATING TO MATCH COPPER BROWN BY BERRIDGE HRC4 HEAT RESISTANT COATING MATCH DARK GRAY ICC INTEGRAL COLORED CONCRETE BROWN P3 PAINT "LOYAL BLUE" #6510 P5 PAINT "SAFETY YELLOW" OSHA STANDARD P5E PAINT SAFETY YELLOW P8 PAINT "PURE WHITE" # 7005 P14 PAINT "GOLDENROD" # 6677 P16 PAINT "SOFTWARE" #7074 P21 E PAINT SAFETY RED P33E PAINT CREAM P36 PAINT "DOMINO" #6989 P36E PAINT BLACK P40 PAINT "GARDENIA" #6665 P49E PAINT DARK GRAY P76 PAINT "WALMART BLUE" #076 P76U PAINT WALMART BLUE (URETHANE -LIKE) P81 E PAINT BLACK P93 PAINT "TAMARIND" #7538 P100 PAINT "NOTABLE HUE" #6521 P102 PAINT "BEACH HOUSE" #7518 P107 PAINT "STRAW HARVEST" #7698 P112 PAINT 'BUTTERFIELD" #6676 P131 PAINT "WHITE FLOUR" #7102 P134E PAINT LIGHT GRAY P135E PAINT MEDIUM GRAY P140E PAINT WHITE P159 PAINT "CASA BLANCA" #7571 P162 PAINT "PEPPERCORN" #7674 P162E PAINT BLACK GRAY P163 PAINT "TURQUISH" #6939 P164 PAINT "ESSENTIAL GRAY" #6002 P204 PAINT "FESTOON AQUA" #0019 P208 PAINT "CANDID BLUE" SW#6953 P209 PAINT "PASSIVE GRAY" #7064 PF4 LEAD -COTE METALLIC PL3 PLASTIC LAMINATE "ORGANIC COTTON" WILSONART 4945-38 PL4 PLASTIC LAMINATE MAPLE PL6 PLASTIC LAMINATE LIGHT TAN PL11 PLASTIC LAMINATE NORTH SEA GRAY PL15 PLASTIC LAMINATE BROWN PL20 PLASTIC LAMINATE TAN PL28 PLASTIC LAMINATE ALOE PL30 PLASTIC LAMINATE "STEEL MESH" WILSONART 4879 PL31 PLASTIC LAMINATE "GREY" WILSONART 1500-60 PS1 PROTECTIVE SURFACE WALMART MED BLUE IMPACT SPECIALTIES PS4 PROTECTIVE SURFACE "GLOWING EMBER" IMPACT SPECIALTIES PS5 PROTECTIVE SURFACE "FRESH LINEN" IMPACT SPEICALTIES PS6 PROTECTIVE SURFACE YELLOW PS7 PROTECTIVE SURFACE "GRAY PATTERN" PS8 PROTECTIVE SURFACE "MAPLE" PS9 PROTECTIVE SURFACE "GLOSS WHITE" PS10 PROTECTIVE SURFACE "BLACK" PVC1 PVC PLANK FLOORING WOODGRAIN QT3 QUARRY TILE GRAY 6"x6" ABRASIVE QT31 QUARRY TILE RED 6"x6" ABRASIVE RRF3 RECYCLED RUBBER FLOORING GRAY SCB1 SANITARY COVE BASE RED 8" H ANTIMICROBIAL PLASTIC FOR QT SCB2 SANITARY COVE BASE GRAY 8" H ANTIMICROBIAL PLASTIC FOR QT SCB4 SANITARY COVE BASE RED 8" H ANTIMICROBIAL PLASTIC SCB5 SANITARY COVE BASE GRAY 8" H ANTIMICROBIAL PLASTIC SS STAINLESS STEEL SST1 SOLID SURFACE TC TEXTURED CONCRETE VCT9 VINYL COMPOSITION TILE WHITE 12"xl2"x1/8" VCT11 VINYL COMPOSITION TILE BEIGHE 12"xl2"xl/8" VCT20 VINYL COMPOSITION TILE GRAY 12"xl2"xl/8" WB 2x8 WOOD BASE WB10 2x10 WOOD BASE WG PLASTIC WALL GUARD BLACK OR GRAY VARIES I I CONTINUOUS SEALANT, EACH SIDE NO STOP AT CASED OPENING DOOR NO STOP AT CASED OPENING TYPICAL DISTANCE TO WALL AT HINGE SIDE ONLY UNO CONTINUOUS SEALANT, EACH SIDE. WALL VARIES JAMB 6„ of 2" 2" CV 8z - o , i� G 1 HALF GLASS HOLLOW METAL 6„ co 0 r G1 FULL GLASS U COILING O 0 O O Y CAFE TRAFFIC j,i-wa M. uJ cn od`�7a ow<-wo twxw--w Qp QUULLFQ Q d~ O Z O W S O N W C aN�mw-wFz�a W wx000_ O }C-3: aQwE-F ~ 0 W F= Q x� O9~ 2U28ELL O OO�OZ} )XQ Oi_ LC0C0K �� (L0w [tzofwww OOW�) ¢WW0NCzaLL�d000 =zOLLwItOfz��wU) 0000 Faa WO(Lm U) F- z a F- D cn z 0 U of m a U) aor G7 C:)JJ 0 O LLLL U) N o _j 2 �C-0 CL M V W O {Ar' N O Li 0 Z a N W of 0 m 0 = J I1- CDGig� W:;;� NM w ti W m z m 0 ISSUE BLOCK CHECKED BY: RD DRAWN BY: LR PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /06/20 DOOR AND ROOM FINISH SCHEDULE 2 a N 0 N N O HEAD 4 1 1/2" = V-0" RM SC: A8.1 RM WMN: A7.1 1 1 1/2" = V-0" RM SC: A8.1 RM WMN: A7.1 FRAME TYPES 2 3/16" = V-0" RM SC: A8 RM WMN: A7 DOOR TYPES 3/16" = V-0" RM SC: A8 RM WMN: A7 SHEET: A8 y I I I fillH '1, 11114 1 111111 ir1i117R1int ie N N REMOVE EXISTING COUNTER TOP AND REPLACE WITH NEW SSj COUNTER TOP 3/4" x 4" CONTINUOUS WOOD BLOCKING — WG CONTINUOUS WOOD BLOCKING INFILL SS SHEET ON 3/4" SUBSTRATE WRAP COUNTERTOP EDGES FIELD VERIFY DB5 / PLASTIC LAMINATE PL11 ON 3/4" SUBSTRATE AT FRONT AND SIDES TOE KICK TO BE INFILLED AS SHOWN AT CUSTOMER SIDE OF COUNTER AT THE ACC. BASE CABINET SECTION FIELD VERIFY BASE CABINET DIMENSIONS, COUNTERTOP DIMENSIONS AND IDENTIFY SIZE AND LOCATION OF ANY COUNTERTOP PENETRATIONS. ENSURE NEW SS COUNTERTOP DOES NOT PROHIBIT FUNCTION OR OPERATION OF EXISTING DOORS AND/OR DRAWERS. FINISH ALL EXPOSED SIDES OF COUNTERTOP. 0 AT ACC REMOVE EXISTING COUNTER TOP AND REPLACE WITH NEW SS COUNTER TOP 3/4" x 4" CONTINUOUS WOOD BLOCKING o: w z LL ° w ❑ o Q Lu x LL ¢ co N SS SHEET ON 3/4" SUBSTRATE WRAP COUNTERTOP EDGES FIELD VERIFY FIELD VERIFY BASE CABINET DIMENSIONS, COUNTERTOP DIMENSIONS AND IDENTIFY SIZE AND LOCATION OF ANY COUNTERTOP PENETRATIONS. ENSURE NEW SS COUNTERTOP DOES NOT PROHIBIT FUNCTION OR OPERATION OF EXISTING DOORS AND/OR DRAWERS. FINISH ALL EXPOSED SIDES OF COUNTERTOP. PL11 PLASTIC LAMINATE ON FACE OF EXISTING DOORS, DRAWERS AND STILES B9 BASE CABINET SECTION SS SHEET ON 3/4" SUBSTRATE REMOVE EXISTING WRAP COUNTERTOP COUNTER TOP AND EDGES REPLACE WITH NEW SS COUNTER TOP 3/4" x 4" CONTINUOUS FIELD VERIFY WOOD BLOCKING i r LL W ❑ Lu u- w z D O U ¢ ❑ -F N FIELD VERIFY BASE CABINET DIMENSIONS, COUNTERTOP DIMENSIONS AND IDENTIFY SIZE AND LOCATION OF ANY COUNTERTOP PENETRATIONS. ENSURE NEW SS COUNTERTOP DOES NOT PROHIBIT FUNCTION OR OPERATION OF EXISTING DOORS AND/OR DRAWERS. FINISH ALL EXPOSED SIDES OF COUNTERTOP. PL11 PLASTIC LAMINATE ON FRONT EDGE OF EXISTING SHELVES B9 ET SECTION EXISTING METAL STUDS EXISTING CEILI PATCH AND REPAIR WALLS REQUIRED — PROVIDE \ CONTINUOUS 2x6 BLOCKING WITHIN WALLS FOR TV MOUNTS FOR SIM CONDITION MENU BOARD MONITOR BRACKET GC FURNISHED AND INSTALLED MONITOR SUPPORT BRACKET CONTACT: WREN SOLUTIONS (800) 881-2249 (OPTION 4 FOR SALES/TECH SUPPORT) walmart.support@wrensolutions.com EXISTING HEADER NOTE: REF FINISH PLAN FOR FINISH INFORMATION RETURNS SECTION 3/4" = 1'-0" RM SC: A9.2 RM WMN: --- REMOVE EXISTING COUNTERTOP AND REPLACE WITH NEW SS COUNTERTOP 3/4" x 4" CONTINUOUS WOOD BLOCKING CUSTOMER SIDE OF COUNTER WG PP �STIC LAMINATE PL11 AT FRONT AND SIDES DB5 SS SHEET ON 3/4" SUBSTRATE WRAP COUNTERTOP EDGES FIELD VERIFY 1" i BASE CABINET SECTION a u z FIELD VERIFY BASE CABINET DIMENSIONS, COUNTERTOP DIMENSIONS AND IDENTIFY SIZE AND LOCATION OF ANY COUNTERTOP PENETRATIONS. ENSURE NEW SS COUNTERTOP DOES NOT PROHIBIT FUNCTION OR OPERATION OF EXISTING DOORS AND/OR DRAWERS. FINISH ALL EXPOSED SIDES OF COUNTERTOP. N � 00 O 8 N O O U M �w c —:t O P. u, U W �y U V� Q U w Z W R: p Y � W Q S O Z m Q Cn w W 0= cT < hc p"- Ow F-W F0V Q Q_4 mF W~Ozw pZoxW�z� aaNmw-w0- LL aQ x0 K�¢¢j00O am~1 lx:E ppWF= p p � m m Via-ION-=w�zmwF-P OZ Oogof~'O0U'oxw->- ¢ �sU0 0U�}rnwW< �amzWOWbxWZUZ Q_ F- pmWOXDWWWZ-WO maZFLLwLLOOT5 00 (A =ZOQ1i-�wwwziww F-0000—20_0-Wp0_m W z H J U) z O U m 0- U) 00 L Lo co C, �M LLcli J N O = i � CU 0 O M NO o N Q W �m0 W� N �' w m 2i 0 z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: LR PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /06/20 CASEWORK SHEET: A9 u' 1" = 1'-0" RM SC: A9 RM WMN: --- 1" = 1'-0" V, = 1'-0" dMHITI p a � Q InLLWZW d' LL Q = o Z T Q Lu Cn � J W W o=��,-jQ OW0hWO D LLI p�H�QOQUU-,1Q R w'mEw0-0w-Zz QaW�JWW aUOZR w 0ooJO �>--F¢axFSu- M<02F-W O U)zNO=2jWW�OO 2998K 000w2 >- Q �af UKOofOUK}�0T< UZ IL OWUWZ nu)wDWWWO r)oou-lLL0Zi �00�aw� 0omamm U) F- z Q F- J D U) z O U m a O O V rn (=D J CM M O O LJL LJ 01) N O 0 J=o a Wo M 'Ar' N Z t..L.. Q o N W 000-m0 cn n _ V V Wo M Nco I- W Co D z ED O ISSUE BLOCK CHECKED BY: RD DRAWN BY: LR PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /06/20 AUTOCENTER PLAN AND DETAILS SHEET: AC1 151 BREAKROOM INSECT CONTROL UNIT SHEET NOTES 1a-,, s WALLS LEGEND w _ o • REF FINISH PLAN 3-BR1 FOR FINISH INFORMATION. o 4 FLOOR N C) CD FINAL NUMBER OF UNITS RECEIVED IS DETERMINED 1. REFERENCE FINISH LEGEND AND SPECIFICATIONS • REF FLOOR FINISH PLAN 1-A1.1. BY THE WALMART FOOD SAFETY & HEALTH PEST FOR PAINT, PROTECTIVE SURFACING w `.-t O a, w 3 MANAGEMENT AND PEST ELIMINATION SERVICES CEILING PROVIDER • REF SHEET SA1 FOR CEILING SCHEDULE KEYNOTES TYPE TOTAL 10.44 PROVIDE TACTILE "EXIT" SIGN. REF N1.rA D © Via, D 1 16.06 INSTALL INSECT CONTROL UNIT TYPE NOTED BESIDES UNIT. REFER TO N1 FOR LEGEND AND a NOTES: NOTES. o� 1. ALL UNITS TO BE INSTALLED BY THE PEST •V ELIMINATION SERVICES PROVIDER 2. UNITS ARE NOT TO BE INSTALLED ABOVE ANY FOOD SERVICE/PREP EQUIPMENT V 3. UNITS ARE TO BE INSTALLED (INDICATED WITH 9-BR1 VVI I HIN I Ht GUN51 KUG I IUN UUGUMEN 15. REFERENCE I I I I I I I I DRAWINGS FORCHITECTURAL AND ELECTRICAL w - L �, W Q = o Q DUPLEX OUTLET w , W, w w o u`ni � iz w Z AND DATA OUTLET PROPER LOCATION cf) Z) u,§pwQOaUULLF¢ ¢aHwpZow=zOQW dN�mw—w�Ohz2¢ O irF Jam¢aF- M Z ¢IW-O�wv�ixWa¢' �<nwo0fx — owzp ~ 2x8 WOOD BLOCKING ZOQoaLLo�cwi��0 Ua:zWcwiw�w0"-o,< dof z owwIL 2 WDEwwwzwz L4x2x18GAx4" WITH (2) #10 I I I I 1= T a Z - Ld TEK SCREW INTO STUD ►- I I of o o w o o° fn r=-o�oo��adwoam AND (2) #10x1/2" WOOD I I I I SCREWS TO BLOCKING w -� U I I I I VERIFY SIZE OF POWER 5 z I I I I POLE BEFORE CUTTING w w (I I I OPENING IN COUNTERTOP W Ii II I CUT HOLE IN 2 3/4" 3 3/ " COUNTERTOP FOR NEW POWERPOLE 10 DRILL FOUR 3/8" HOLES ¢ ; • I L — — — — — ®— N EACH CORNER PRIOR TO — — — — — CUTTING OPENING -� L2x2x1$GAx4" _ — _ — _ — — _ . WITH (2) #10 TEK 2x8 WOOD Z SCREW INTO STUD BLOCKING O AND (2) #10x1/2" 2 STUD CAVITIES M INSTALL FLANGE AFTER U WOOD SCREWS r POWERPOLE IS SET TO BLOCKING 2 STUD CAVITIES REF ELECTRICAL m a w TV BRACKET BLOCKING PLAN TV BRACKET BLOCKING POWER POLE LOCATION ' c� N R P131 d' � 1 1/2" = 1'-0" v 1/2" = 1'-0" 1 1/2" = V-0" PS7 6.27 OMIT PROTECTIVE M SURFACE WAINSCOT CD Co J cy) DB5 AT COAT CABINETS 0 O LL LL 101) = N O J �CD 0 KITCHEN CABINET GigW cl) ASSEMBLY WIRE N O o VARIES CHASE BREAKROOM W N REF ELEV/PLAN PREWIRED KITCHEN BREAKROOM DOORS AND GC TO COORDINATE WITH m O CABINET ASSEMBLY SOAP PAPER TOWEL OMIT PROTECTIVE SURFACE FRAMES PAINT P162 EACH SIDE WMCM AND STORE MANAGER 0 J F IF EXISTING MURAL IS TO BE • OWNER FURNISHED, DISPENSER DISPENSER WAINSCOT AT MODULAR qg Q ; UNPAINTED FIBERBOARD GC INSTALLED. REF KITCHEN CABINET ASSEMBLY. PAINTED OVER (� REF SPECS FOR ATTACHMENT ELECTRICAL A ' ' V co 0� ca w 9 7 P3 FINISHING WASHERS ATTACH TRIM TO FIBERBOARD D 0 0 O PS7 6.27 6.27 PS7 z S S. SCREWS W1 IN PRE -DRILLED USING TRIM HEAD SCREWS----- ; �' ; 0 D b 0 MAKER (NIC) DB5 DB5 p STAGGERED HOLES (TYP) u 2"x2" ALUMINUM r=__-__----, ISSUE BLOCK CORNER GUARD (TYP) ' r-----� ' PARTITION TYPE AS --- INDICATED u - - --- I i C� L 0 0 0 o J Z o 0 METAL STUDS (TYP) TRIM WITH 2-1/4" COLONIAL _=== x 0 z P131 ifl O CASING. PAINT TO MATCH z p PS7 6.27 �* ADJACENT WALL �- --J PLASTIC LAMINATE _ _ - � � � � DB5 WAINSCOT WHERE . INDICATED ON FINISH o 0 to SCHEDULE-RUN LAMINATE UNDER I --I — _ - CORNER GUARDS - gg BASE BEYOND gg gg F 7 I � I CORNER GUARD TACK BULLETIN BOARD MODULAR CABINET ASSEMBLY ELEVATION ENLARGED BREAKROOM FINISH PLAN 6 3" = 1'-0" 5 1/2" = 1'-0" 4 1/2" = 1'-0" 3 1/4" = 1'-0" 5 5 CHECKED BY: RD RECYCLING AND TRASH DRAWN BY: ML REMOVE PROTO CYCLE: 09/25/20 TABLES AND CHAIRS PREWIRED MODULAR TECH COAT CABINETS RECYCLING BINS PROVIDED BY WALMART (NIC) BAR OWNER FURNISHED, GC OWNER FURNISHED, DOCUMENT DATE: 11/06/20 INSTALLED 5" GC INSTALLED (2) 4'X8' BULLETIN BOARD 16.05 FURNISHED AND INSTALLED BY I G.C. COORDINATE WITH REMOVE SIGNAGE OFF THE WALMART CONSTRUCTION D WALLS 1 ��` I -- ---------- - - ---------- MANAGER FOR LOCATIONS.10 0 4'-6" 1 r 1 \ I r I r I I q u 111 i F u 1 I II II I II N I II II I REMOVE EXISTING TABLES � ' �� ' �� ' I 1 N N 1 11 11 I q q I ' l u N r u u r u u _ 48" HIGH ALUM. CORNER AND CHAIRS SHOWN DASHED ---------- ---------- ----------- r-r GUARD REF 6-BR1 7'-10" 14'-6" REMOVE EXISTING BULLETIN F - -I BOARDS I 1 II COFFEE MAKER (NIC) Lm I REMOVE SHELVES ABOVE SINK BREAKROOM SINK AND FAUCET 10.44 INCLUDED IN KITCHEN �REMOVE PLUMBING REMOVE CABINET ASSEMBLY, REF lu & FIXTURES AND KITCHEN RECYCLING BINS PLUMBING EQUIPMENT, REF MEP I I r------------- r------------- I 6'-0 --- J I N N I I N q 1 I N II I t N N I 1 PREWIRED KITCHEN Ff -1il1 CABINET ASSEMBLY OWNER REMOVE ALL bI II 1 If u 1 I u u 1 II L------------J L------------J-� FURNISHED GC INSTALLED, 3'-8° KITCHEN EQUIPMENT � _ �y REF ELECTRICAL I, J11 a 1 L —JI --- BREAK ROOM REMOVE COUNTER AND KITCHEN CABINET io CABINETS I I ASSEMBLY TO RECEIVE f m 1 151 i q STAINLESS STEEL 4 COUNTERTOPS _____________ r____________- 1 1 0 REMOVE REFRIGERATORS I II I a 11i i i1 n I III I N N I I q q I I I IIII I q 11 I I q q I PREWIRED MODULAR 1u1 ' L------------ J L------------ J ISLAND COUNTER,OWNER �—� i u i ,'� FURNISHED GC INSTALLED _ OF. FAQ PREWIRED MODULAR — — 1H1 r ,�P ••• • •.Q ISLAND TO RECEIVE i ii i i� co • ':9 STAINLESS STEEL o �1 u 1 ,' SOFAS (NIC) 1ul �------------- ------------- � COUNTERTOPS 7 1 u l 1 u N 1 1 q u I • (3) MICROWAVES BR1 2 STACKED (NIC) - III ,� I u u I I u N I 1�_6'A L------------J L------------J - z REFRIGERATOR (NIC) L - o REMOVE COAT qi \�� ,'�/ \\` RED j!►� `- L 17-4 CABINETS _ ====u� --� ,' ,'� �� 8'-0" 8'-0" 11'-8" i �' 1 �' 1 ,',' ,' 11 /06/20 m rr - 1 v 1 v U u7 i Q r --------------- �- BREAK H ® H 11 111 ®--------------- ROOM PLAN U.1 L I hr I FREEZER (NIC) BULLETIN BOARDS; Tv BRACKET 5 -8 " REMOVE TV AND TABLE AND DETAILS REF 5-BR1 FURNISHED BY } WALMART AND r N PREWIRED MODULAR TECH INSTALLED BY w' BAR OWNER FURNISHED, GC CONTRACTOR. INSTALL BLOCKING INSTALLED IN THE WALL. E REF 8-BR1 1 0 0 0 a R ENLARGED BREAKROOM PLAN ENLARGED DEMOLITION PLAN v 16rn, I, _ _ SHEET: ` 1/4 - 1 0 1/4' - 1 0 o BR1 N er I 126 SEASONAL SHOP 500 GLAZED CANOPY, 501 GARDEN CENTER WALLS FENCING • GYP BD: PAINT P209 TO CEILING OR EXPOSED STRUCTURE REPLACE ALL WINDSCREENS GC TO INSTALL OWNER UNO. INSTALL PS7 WAINSCOT AND DB5 BASE UNO. SUPPLIED WINDSCREEN. REF SPECS. EXTEND WAINSCOT AND BASE AT EXPOSED WALL TO NEAREST MERCHANDISE RACK. REF 3-A3. FLOOR • CMU: PAINT P209 TO CEILING, OR EXPOSED STRUCTURE • EC: PATCH/REPAIR CRACKS AT CONCRETE FLOOR AS UNO. WHERE BASE IS EXISTING, IT IS ETR. REQUIRED. • GC TO PROVIDE NON -SHRINK GROUT IN ALL RECESSED FLOOR COLUMN SUPPORT. • REF FLOOR FINISH PLAN. CEILING CEILING REPLACE ALL SHADE CLOTH AND PROVIDE ALL NEW. REF • REF SHEET SA1 FOR CEILING SCHEDULE. SPECS. 11 112 13 14 15 p — ❑ CLEAN POWER WASH CANOPY DECK ONLY ❑ ❑ ❑ E ❑ I I I I I I I °I I I — SEASONAL SHOP 126 ❑ I I I I SALES I I I I I I RI R CLOSE I i ° ❑ ❑ 3 ❑ f ❑ ❑ v 0 0 ❑ ❑ 0 0 0 i GLAZED CAN PY I GARDEN CENTER 500 501 I ❑ ❑ GC TO CLEAN ALL Y LLOWING LIGHT LENSES. LIMIT ARE WITHIN GARDEN AR A. ° ° i I I I � I i �❑ ❑ A — I a a I I ❑ ❑ ❑ ❑ L) GARDEN CENTER FLOOR PLAN 1 3/32" = 1'-0" QN U M O O yea rn c' 4 a cq " On.w3 s a� w V U V� U% 0=D�¢�OWFF W Z pdF �QOQ5;m010 ¢°�=wO OmxO¢W WN3Mw—w UFz�LL a 0 d r- i- = i Z 5 OQU1 N ¢�WowcnXXwmz'yW¢~O O �U)W C04 ❑W W,<''o QUpQF 00¢8w 000ww[Y2> OUm}cri�m¢ d o aww w o w m m w w z z W o m¢zrL' o0 �¢00 H000o0 mdo�woam m d O O 04 L G7 � M f') 00 U LL cli 01) U) N o J=o a —v W m rNO Q Z o N 04 W 0 =m0 J F- LlJ �. NM ti w m z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: LR PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /06/20 GARDEN CENTER PLAN AND DETAILS SHEET: GC1 c. 4� a 7t m od N ` N d O N 3/4" PLYWOOD CAP 3 5/8" STUD WITH 3/4" PLYWOOD EACH SIDE 3/4" PLYWOOD WITH PLASTIC LAMINATE FINISH PL1 2'-6" CONTINUOUS 2x o (2) 2x4 SUPPORTS �o AT 48" OC MAX. SECURED TO FLOOR 3/4" PLYWOOD AT EACH END OF COUNTER WORK COUNTER 10 GAUGE 1"x2" GALVANIZED WELDED WIRE MESH ATTACHED TO TOP OF JOISTS WITH 1/4" CLAMPS AND #14 TEK SCREWS 24" OC ----------- — /_ WALL PLYWOOD SHALL BE 1/2" APA RATED EXTERIOR WITH A 6" CEILING JOIST AT 48/24 SPAN RATING. 16" OC. REF ATTACH WITH #10 FRAMING PLAN WAFER HEAD SCREWS TO ALL MEMBERS AT 6" OC ALONG THE 3 5/8"x 16 PANEL EDGES AND 12" GAUGE METAL OC IN THE FIELD TRACK INTERIOR m H 3/4" PLYWOOD INTERIOR 0 1/2" PLYWOOD 3/8" DIA. POWER WEDGE BOLT+ C3 5/8"x 1 (REF SPEC SECTION 05090) WITH 5/8"x 18 GAUGE 2 1/8" MIN. EMBEDMENT INTO METAL STUDS AT EXISTING SLAB AT 36" O.C. MIN. 16" OC PROVIDE AT 2" FROM EACH END OF WALL OR JAMB WITH (2) MIN. METAL TRACK PER WALL OR JAMB ASIDE WALL SECTION 30'-0" 2'-2" 3'-0" 3'-8" 6-0" 6-2- CONSULTATION 0 Eo 6-0" 4" THR+ DRILL I P LY WC FOR TF 1/2" PL' 3 5/8"x METAL UNLOCKED LOCKED POSITION POSITION n n II I I I I I I I I ------------------- I I I I I I I I ------------------- DRILL HOLE IN TRACK FOR CONDUIT NDUIT x 24" "HOOK '8" SHEET SCREW AS STOP NDUIT CLAMPS %ME RAIL 3/8" PLYWOOD EACH SIDE - BUTT HINGE EQ Eol Q z O_ U --- ---� TPH1 w I I I o 0 I I 0 o I I --------------------- —----------------- -- 2x4 FRAME RAIL I I I I I I I I I I I I I I I I I I I I I I I I ( I I I o 0 I I I I I 0 o I I I I V I I I I I I I I II t o I I I o f I I I I I I I I I I I I I I I I I I I I I CV I I I I I I I I I I I I I I d- S I I I I I I I ( I I I I I I I I I I 2x6 FRAME I I RAIL I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2x4 FRAME RAIL I I I I I I I I I r I I I ( I I I I -------------------I— o a r- I I I I I I I l o 0 I I ( I o o r------------------- I I I 0 o I I I I I --� I I I SECTION SECURITY LATCH �WINDOW/DOOR PANELS 3" = 1'-0" 10 GAUGE 1"x2" GALVANIZED WELDED WIRE MESH ATTACHED TO TOP OF JOISTS WITH 1/4" CLAMPS AND #14 TEK SCREWS 24" OC 6" CEILING JOIST AT 16" OC REF FRAMING PLAN (2) 6"x 10 GAUGE BOX HEADER REF FRAMING PLAN HINGED 3/8" PLYWOOD PANEL DOORS PROVIDE HOLE TO RECEIVE LOCKING SHAFT OF THRU BOLT 3/4" PLYWOOD WALL CAP 1/2" PLYWOOD EXTERIOR 3/4" PLYWOOD INTERIOR C3 5/8"x 1 5/8"x 18 GAUGE METAL STUDS AT 16" OC FINISH FLOOR CEILING JOISTS PERPENDICULAR TO WALL SECTION AT WINDOW 3' 0" TEMPORARY PHARMACY LICENSE PLAN (FOR R -� ONLY) CONTINUOUS 2X 3/4" PLYWOOD WITH PLASTIC LAMINATE FINISH PL1 (2) 2x4 SUPPORTS AT 48" OC MAX. SECURED TO FLOOR 1/2" PLYWOOD AT EACH END OF COUNTER 3/8" DIA. POWER WEDGE BOLT+ (REF SPEC SECTION 05090) WITH 2 1/8" MIN. EMBEDMENT INTO EXISTING SLAB AT 36" O.C. MIN. PROVIDE AT 2" FROM EACH END OF WALL OR JAMB WITH (2) MIN. PER WALL OR JAMB SQUARE FOOTAGE CALCULATIONS ARE BASED ON DRAWING DIMENSIONS NOT ACTUAL AS -BUILT CONDITIONS PHARMACY 600 SQ. FT. WORK COUNTERS 24'-0" LF. EFERENCE 1 1/2" = V-0" 6 6 TPH1 ENLARGED PLYWOOD TPH1 ENLARGED PLYWOOD HASP AND DOOR REF 8- TPH1 DOOR REF 8- TPH1 PRIVACY WALL PADLOCK J HASP AND PADLOCK N v / ra / o _) o r- 1 N HOOK AND EYE EACH DOOR TO SECURE OPEN IF EXISTING P TYPE DOOR WITH SHUTTER CANNOT BE REUSED PROVIDE, 3'-0"x7'-0" SOLID CORE WOOD DUTCH DOOR WITH 8" SHELF PROVIDE HARDWARE AT EACH SIDE AS DIRECTED BY WAL-MART FRONT ELEVATION 1/4" = 1'-01, RX PC UNDER MONITOR SIG CAP RX PC UNDER TASCO MONITOR DEBIT READER SCANNER -DEBIT READER CUSTOMER SIG CAP - REGISTER DISPLAY - - - DEBIT PRINTER - CUSTOMER -- -- SIG CAP DISPLAY REGISTER READER - PHONE SIG CAP --- CUSTOMER PRINTER- SCANNER DISPLAY TASCO SCANNER _ -- -- DEBIT READER SCANNER- -PHONE -SCANNER ❑ 2'X3' - -] oLJ r 2'X3' - - ❑ CLEAR ��� CLEAR I I o 0 q o � o i RX PC UNDER L SCANNER POS HAND MONITOR PHONE POS HAND \- KEYBOARD SCANNER -KEYBOARD KEYBOARD AND SCANNER AND MOUSE KEYBOARD - AND MOUSE MOUSE - CUSTOMER POS HAND AND MOUSE SCANNER -TASCO TASCO SCANNER TASCO PC UNDER DISPLAY --' LASER PRINTER BELOW SCANNER REGISTER PRINTER MONITOR COUNTER UNDER COUNTER L _ HAND SCANNER FIRE REFRIGERATOR - _ _ _ _ _ _ _ _ _ _ _ - = STATIONARY EXTINGUISHER — — — — — — — HAND SCANNER - FILL SCANNER RX PC UNDER n PHONE MONITOR 1 =4 — l m KEYBOARD RX PC UNDER AND MOUSE \`- ZEBRA PRINTER KEYBOARD -PHONE UNDER COUNTER AND MOUSE - STATIONARY FREEZER _ _ _ CII FILE FILL SCANNERI I BELOW UPRIGHT - L - - L- REFRIGERATOR \ ZEBRA PRINTER I l FIRE EXTINGUISHER TEMPORARY PHARMACY PLAN ins r�o..e cron.,nn � n l r�r nw 1 m n nrr� rnnTr r n TEMPORARY PHARMACY FRAMING PLAN J 1/4" = V-0" 2'-2" T-0" T-811 6141 6'-2" 6'-Orr T-O" 1/4" CLEAR PLEXIGLAS 2'-0 X 4'-8" PRIVACY PARTITION MOUNTED TO COUNTER AND WALL, ENSURE ALL EXPOSED EDGES ARE SMOOTH PRIVACY WALL, C3 5/8"x 1 5/8"x 18 GAUGE METALCD STUDS WITH 1/2" `V PLYWOOD ON ALL FACES (TYP OF 2) RELOCATE EXISTING P o DOOR WITH SHUTTER WHEN AVAILABLE, OR INSTALL SOLID WOOD DUTCH DOOR WITH SHELF 0 SIM 7 OWNER PROVIDED TPH1 GC INSTALLED 84" - HIGH WALL MOUNTED SHELF STANDARDS AT 48" O.C., TYP. 0 SOAP AND PAPER TOWEL DISPENSER OWNER PROVIDED GC INSTALLED 0 2'-10 HIGH BY 2'-0" DEEP SINK VANITY WRAPPED IN PL1 REF PLUMBING 3'-0" x 7'-0" SOLID CORE WOOD DOOR. PROVIDE HARDWARE AS DIRECTED BY WALMART, PROVIDE ONE WAY VIEWERS AT 48" AND 60" AFF dlol TEMPORARY 1 1/2"x22 GAUGE CONTINUOUS STRAPPING ATTACHED TO TOP SIDE OF JOISTS WITH (2) #10 TEK SCREWS AND AT ENDS WITH (4) #10 TEK SCREWS C6x 1 5/8"x 18 GAUGE JOISTS AT 16" OC TYP PROVIDE 6"x18 GAUGE BLOCKING BETWEEN JOISTS AT MIDSPAN TYP MINIMUM 10 GAUGE WIRE MESH NO LARGER THAN 1"x2" ATTACHED TO TOP OF JOISTS WITH 1/4" CLAMPS AND #14 TEK SCREWS 24" OC Z-10" HIGH x30" DEEP PLYWOOD COUNTER WITH PL1 LAMINATE AND OUTLETS ABOVE C NSULTATI N 6 6 2" TPH1 REF 5® TPH1 3'-0" x T-0" SOLID CORE WOOD DOOR. PROVIDE HARDWARE AS DIRECTED BY WALMART, ONE WAY VIEWERS AT 48" AND 60" AFF. PICKUP PICKUP PICKUP DROP OFF — ------------------ -------- / N �I I 1'-6" 2T-0 1/2" 11 CLR PREFERRED N REF 8- TPH1 DOOR LOCATION 10 SIDE DOOR UNDER COUNTER TPH1 OWNER PROVIDED GC INSTALLED 48" OWNER PROVIDED FREEZER HIGH WALL GC INSTALLED 84" �--------- - r-- ------ ------ ---- ----- ----t------ ---T --- MOUNTED SHELF HIGH WALL _________ ____ UNDER COUNTER ___ _____ ___ STANDARDS AT MOUNTED SHELF REFRIGERATOR ° 48" O.C., TYP. STANDARDS AT --- --� 48" O.C., TYP. o I II I I N 5'-5" 16'-6" 5'-1 3/4" SIM o 11 7 `r POWER POLES REF RELOCATED FILL PODS FROM EXISTING PHARMACY TPH1 ELECTRICAL, TYP OF 3 7�r OI c*) c� I V-2" o 3'-6" � TYP do MIN ----� 4'-0" I I T-10" I I _ o 0o N 4'-0" 4'-0" 4'-0" 4'-0" UPRIGHT 7 ALTERNATE REFRIGERATOR 5-9 1/2" DOOR LOCATION TPH1 REAR DOOR 30'-0" PHARMACY PLAN - - a Lu -,jW Z W d' ❑ } � O=�1) 70W~,=o p�H�apa—U F-a Of OpZp�=p0❑� adE pr=z�a ti aan~���~❑oW�= pavj T. O nzNoFwow IW, 'o Q opa cfl' OCiU�xz} 2UOQCL H0Uir}v�0m¢ [if wiWv�ZZvo p (n W O w p W W W DO- �aZ�L-wuuj0(D<30 =z0aLL2WXcrZWc'w in 0o05 a,aa wp dm z U) z O U m d C=:) ©� M M O 0 IL LL U) O Gig rl— O uj M n/ N O LL Z o C) N 0 L LJ J (if ago L C� Wv NM ~ w m z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: LR PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /09/20 TEMPORARY PHARMACY SHEET-TPH1 1/4" = 1'-01, 1/4" = 1'-01, 1/4" = 1'-0" NOTE: EXISTING SHELVING/RACKING UNITS AND SEATING TO BE RELOCATED OR REMOVED PER FINAL ID PLAN AND AREA REQUIRED FOR CONSTRUCTION STAGING, COORDINATE WITH STORE PLANNING. 10 EXISTING CEILING GRID AND TILE, LIGHTS AND DIFFUSERS TO REMAIN REMOVE EXISTING WALLS, MILLWORK, GLAZING DOOR FRAMES AND DOORS EXISTING CEILING JOIST AND MESH SHOWN DASHED --- TO REMAIN, TYP REMOVE PHARMACY EQUIPMENT COORDINATE RELOCATION WITHWMCM ------4 1 -- — — — —- I �I REMOVE EXISTING MILLWORK SHOWN i - - - - - - --- — _�L X� ------! - i DASHED SAFE MUST BE RELOCATED AND SERVICES --------------------------------------------------------- BYAPPROVEDTECHNICIANSONLY.GCTO T --------------------------------------------------------- ^ PREPARE AREA WHERE SAFE WILL BE � _ ____ _ _��____ _� t� �� --_ ------ --=------- ----------- _ -� t� _ RELOCATED PER PLANS, INCLUDING ! L— — — v - - - - -� fi— RELOCATING CPU ON BACK WALL, AS — — — — — — — — — — NEEDED, REMOVE CARPET THAT WILL BE- ��- UNDER THE SAFE AND ADD DATA, THEC_7o� SAFE WILL USE AN EXISTING ELECTRICAL `,� r i J OUTLET. GC TO COORDINATE WITH THE SAFE MANUFACTURERS RELOCATION _ _ _ ` _ _ _ _ _ _ _ _ _ _ _ _ _ CREW. REFERENCE PH3 FOR NEW y LOCATION. CONTACT: MICHAEL JARAMILLO ! LINE: DIRECT LINE: 951-361-9222 1 PHARMACY REMOVE EXISTING CARPET - I ° REMOVE LOW FAX: 5 MJARAMILLO@AMSECUSA.COM G TILE AND GRID REMOVE CEILING WALLS ! 300 COUNTER ! EXISTING WALL TO r REMAIN I I ! ! I ! o L L-- J L-- J L J LLk -- J t I I! ! ! !! I ! II ! ! !I ! ! II I !_ PHARMACY l i i l! ! O TOILET II I II I II l I! I II ! 01 Fi J I�— JML LC l r EXISTING TOILET WALLS AND DOOR TO REMAIN PHARMACY DEMO PLAN cV r REMOVE EXISTING MILLWORK SHOWN DASHED EXISTING WALL TO REMAIN REMOVE EXISTING FILL PODS PATCH AND REPAIR WALL AND BASE AS REQUIRED TO MATCH ADJACENT TABLES AND CHAIRS PROVIDED BY WM (NIC) TEMPORARY PHARMACY REF 1 - TPH1 C6 NEW WALL TO ALIGN WITH EXISTING WALL 5 HEALTH SERVICE 303 = tL PORTION OF WALL ETR ACCENT WALL -P204 co T-8" 303A 4 - PH2. ME ®I 6-PH2 PHARMACY TOILET 301 NEW SINK, REF MEP - 4- PH1.1 0 r �i RECOMMENDED SEQUENCING PROVIDED BY OWNER NOTES: 1. THE SCHEDULE OF WORKS IS BASED ON THE FOLLOWING ASSUMPTIONS: • THE CABINET WORK ARRIVES NO LATER THAN SEPTEMBER 14TH, 2020. • NO DELAYS CAUSED BY DEVIATIONS BETWEEN THE PHARMACY SHELL CONSTRUCTION AND THE DIMENSIONS AND DETAILS PROVIDED BY ANDERSON RETAIL CONSULTANTS LTD. 2. GC IS FULLY RESPONSIBLE FOR THE SITE DURNING THE FIT OUT STAGE. MILLWORK SUPPLIER ON SITE FOR THE MILLWORK. INSTALL ONLY. 3. WALMART STAFF AND/OR THEIR ARCHITECTS SHOULD REGULARLY CHECK AND PRODUCE A THOROUGH PUNCH LIST WITH PHOTOS FOR THE SHELL. CONSTRUCTION WORK (INCLUDING CHECKING THE DIMENSIONS), SO ANY PROBLEMS CAN BE SORTED BEFORE THE MILLWORK INSTALL COMMENCES. r f Lo Lo 5 - PH1.1 13'-3" 5 - PH2.1 0> 4'-9" 1'-6" . O ME ENLARGED PHARMACY PLAN 42'-3" 300 PHARMACY 301 PHARMACY TOILET 303 HEALTH SERVICE WALL FINISHES • PAINT PROFESSINAL WALL P204 FULL HEIGHT REF PLANS FOR EXTENTS,PAINT ALL REMAINING WALLS P131 SEMIGLOSS • INSTALL NEW PLASTIC BASE B9 ON ALL WALLS EXCEPT BEHIND PHARMACY RACKS • REPAIR DAMAGED WALLS BOTH INTERIOR AND EXTERIOR TYP FLOOR • REPLACE CUSHION BACK TILE CARPET Cl AND TRANSITION STRIP. REFERENCE FLOOR FINISH RESPONSIBILITY MATRIX CEILING • EXISTING CEILING TILE GRID TO REMAIN_ MODIFY AS REQUIRED FOR NEW WORK. NEW ACT2 CEILING GRID, HEIGHT TO MATCH EXISTING PHARMACY • CLEAN EXISTING LIGHT LENSES, SECURITY GLOBES, SPRINKLER HEADS AND HVAC FIXTURES TO REMAIN 301 PHARMACY TOILET WALL FINISHES • EXISTING TO REMAIN TYP FLOOR • EXISTING TO REMAIN TYP CEILING • EXISTING TO REMAIN TYP 303 HEALTH SERVICE WALL FINISHES • PAINT ACCENT WALL P204 FULL HEIGHT REF PLANS FOR EXTENTS,PAINT ALL REMAINING WALLS P131 • INSTALL NEW PLASTIC BASE B9 • 48" HIGH WAINSCOT PS7 • PROVIDE SOUND BATT INSULATION IN ALL NEW AND EXISTING HEALTH SERVICE ROOM WALLS FLOOR • REMOVE EXISITNG FINISHES AND PREP SURFACE FOR NEW LVT1 • TRANSITION STRIPS PROVIDED BY WALMART INSTALLED BY CONTRACTOR CEILING • INSTALL NEW ACT2 CEILING GRID, HEIGHT TO MATCH EXISTING PHARMACY • PROVIDE SOUND BATT INSULATION ABOVE CEILING SYSTEM. PHARMACY CUSTOMER SIDE WALL FINISHES • PAINT EXTERIOR WALL AT PHARMACY P209 • REFERENCE ELEVATION 6-PHI FOR ADDITIONAL SCOPE OF WORK 10 3 PH2 34'-6" 24'-6" ---------------------- t ------ V-8'tMR 300B I C6 O 1 — — — — — — — — — NEW WALL TO ALIGN WITH II (� EXISTING WALL _ UPRIGHT REFRIGERATORS — _ — — — PHARMACY — — — — — — — — — — — — — — — COORDINATE LOCATION 8 - PH2 1 - PH2 cv) WITH WMCM � 300 6'-8" ® up7 - ® ® r 2 - PH2 N 00 12'-91, 3'-0" T-5" 1 T-3" M 2'-10" 3'-8" 3'-8" T-8" ( 3'-4" 4'-2" 4'-2" 4'-2" 4'-2"1111 V C6 N LL WOW LL p } U) Ww pwcnr=wo H:= u ))=l'xZUULL=Q as ix- oX_zwW=o_aW O F�JWR'1-66< LL aam�N<a�a�oW ] � D0F= z ? Z ?Za�oo 0 Q �zKyV�oroO�wz>-oaLL(o�a0r)f>-m W�Zo WOKV�WUw 0Z �az� FLLWU-oo(D0 z0�r amU) 0ooaw 0-1 m 0- U) OD L 0) CO cpJch M 1 J O LLLL WJN O J�� 0 J = o �- � O MNOo C N Ii c W N 0 =m0 W NM � w m D z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: EN PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /09/20 PHARMACY PLANS AND ELEVATIONS 1/4" = 1'-0" U 1 /4" = 1'-0" SHEET: PH1 112" PLYWOOD FIXED TO REAR METAL STUD PARTITIONS FOR ROLLER SHUTTER INSTALLATION. EXTRA METALWORK IN HEAD AND JAMB AS REQUIREC m" SHUTTER COMPANY FOI STRUCTUALSUPPORT. 22' - 2" 18" 20' - 10" 8" I PHARMACY SHUTTER ELEVATION 1/4" = 1'-01, FCB43.5 CLIP AT BASE OF SCREWS AND (4) 0.145" DIA PAFS TO CONCRETE 6" METAL STUD ---� 1/2" PLYWOOD 1/4" TEK SCREWS APPROX. 12" OC SHUTTER TRACK BY OVERHEAD ROLLING CLOSURE INSTALLER (QMI) JAMB CONNECTION DETAIL 1 1/2" = V-0" 1/2" GYPSUM BOARD (3) C6x2x16 GA JAMB WITH 6"x16 GA TRACK EACH SIDE DETAIL PROVIDED FOR FRAMING REFERENCE ONLY. REFER TO SHEET PHI FOR FINISHES. 00 co m cM SEATING AREA NEW WALL AND BASE ETC ON SIDE WALLS OF PHARMACY. PAINT WALL P209 PHARMACY SEATING AREA 1/4" = V-0" HATCH AREA INDICATES SHUTTER HOUSING, MAINTAIN 4" CLEARANCE BENEATH HOUSING FOR MAINTENANCE SUPPLY AND INSTALLED BRUSHED STAINLESS STEEL RAILING AS SHOWN WITH BRUSHED STAINLESS STEEL CABLE INFILLING. BOLTED INTO THE CONCRETE FLOOR SLAB. IA'_n" Ilk v 0 N QUEUING HANDRAIL QUEUING HANDRAIL SALES 6" -12 GAUGE TRACK TOP AND BOTTOM OF HEADER WITH #10 TEK SCREWS EA. STUD FLANGE AT 12" OC. (3) C12x2x12 GA HEADER. (1) #10 TEK SCREW AT EACH STUD FLANGE AT 16" O.C. VERTICAL — LEDGE (1) #10 TEK SCREW AT EACH VESTICAL STUD METAL STUD REF PLANS AND SECTIONS FINISH AS INDICATED OWNER SUPPLIED AND GC INSTALLED ELECTRICALLY OPERATED POWDER COATED ROLLING SEAL SHUTTER SUPPORTED FROM FRAMING AND MOUNTED ABOVE 9' AFF CEILING. GUIDES TO BE RECESSED INTO CABINET WORK. ALL COATINGS DARK GREY TO MATCH RAL 7016. DROPS TO 2'-11" COUNTER TOP AND LOCKS IN PLACE COILING DOOR ANCHORAGE TO BE DESIGNED AND VALIDATED BY MANUFACTURER MILLWORK TO BE MECHANICALLY ATTACHED TO MDF PANELS PER MANUFACTURER INSTALLATION GUIDE ---- REF 6- A6.1 FOR HEADER DETAILS 1/2" PLYWOOD """LLER UTTER BRUSHED STAINLESS STEEL HANDRAIL INCLUDE FIXING BRACKETS AND CURVED CORNERS ETC TO PROVIDE PROTECTION WHERE SHOWN PHARMACY DOUBLE STUD AT OPENINGS REF PLAN DOUBLE ST' OPENINGS 6" METAL STUD A -r 4 n1l rn -rim PARTITION AT OPENINGS NEW GYPSUI P162 FROM 1 EXTERIOR PI 6" - 20 GA ME EXTEND TO I 1/2" GYPSUM 1/2" PLYWOC "GOAL POST OPENING C 1/2" RADIUS 9/16" LAMINA DAMPENING ACHIEVE MIN ENSURE THP CLEAR COIL 2" DIA 33.5" B STEEL PROT MOUNTED Al BRUSHED S1 FOR PARTITI ANCHORED L✓VL VI VV VIV 1 LI\ FRONT DEPTH COUNTER L OWNER SUPPLIED AND GC INSTALLED ELECTRICALLY OPERATED POWDER COATED ROLLING SEAL SHUTTER SUPPORTED FROM FRAMING AND MOUNTED ABOVE 9' AFF CEILING. GUIDES TO BE RECESSED INTO CABINET WORK, ALL COATINGS DARK GREY TO MATCH RAL 7016. DROPS TO 2'-11" COUNTER TOP AND LOCKS IN PLACE. COILING SHUTTER HOUSING FROSTED VINYL TO GLAZING. UPSET NOT LESS THAN 4 1/4" ABOVE CEILING ACT CEILING AT 9'-0" AFF TYP 2" WOOD FURRING WITH 3/4" LAMINATED MDF PANEL SYSTEM SUPPLIED BY OWNER INSTALLED BY GC. COILING SHUTTER TRACK FRAMELESS GLASS DIVIDER SCREENS FIXED WITH DISCREET MODERN BRUSHED STEEL BRACKETS, LAMINATED 9/16" LAMINATED GLASS WITH PVB TO ACHIEVE MIN 38 STC RATING. MILLWORK VENDOR PROVIDED, GC INSTALLED LAMINATED MDF DROP-OFF/PICKUP COUNTERS AS SHOWN. ALL EDGES INCLUDING CONCEALED PANELS FINISHED WITH FACTORY APPLIED ABS EDGING TO MATCH LAMINATE. BRUSHED STAINLESS STEEL CRASH RAIL AT FRON COUNTER. COOL WHITE LED STRIP DOWN - LIGHTING UNDER FRONT COUNTERS BRUSHED STEEL SUPPORT BENEATH FRONT COUNTERS Aj-, REF ELEVATION z O p U w U) 1/2" GYP M BOARD PAINT P162 FROM 14`-0" TO BOTTOM OF DECK 1/2" GYPSUM BOARD PAINT P209 TO14'-C 3 5/8" 18 GA. METAL STUDS BRACE AT EACH CEILING JOIST EXTEND WIRE SECURITY MESH TO NEW FRONT WALL DOUBLE 6" 18 GA. METAL JOIST SCAB ONTO EACH EXISTING CEILING JOIST WITH 6" OVERLAP PROVIDE (3) #10 TEK SCREWS ATOP AND BOTTOM, TYP PROVIDE CONTINUOUS U-CHANNEL BRIDGING AT SPLICE LOCATION. ANCHOR EACH END TO VERTICAL STUD #10 TEK SCREWS FROM EXISTING AND NEW JOIST TO LINTEL NEW BOXED LINTEL AT EXISTING BEARING WALL TO BE REMOVED EXISTING WALL TO BE REMOVED AFTER NEW LINTEL IS INSTALLED � I I I � I I NEW FLOORING REF 1-A1.1 NEW JOIST EXISTING JOIST NEW LINTEL n-z¢ WOZm ¢ Lu Un 0= �DD,Q rcnm=W'o uj O Z zF�¢�ga=Q�00� u- d¢cn�=t Z OzIOo_K�mu wO ooib~6�31QZwaZ u,x8au- .aWw�0yz�-j¢w -W oawo���WwzZWgO}aZ iF �¢QLL+LLoz�o5aof- Cn SZO!mwwwzaw H000w FIta mw0 n.m m z Q J cn z O !,U m a m 00 L Itt 1 04 rn Lo O OJco J U)_J� O N I— d V a O '^(' N O Lu Z co li Q W N 0 =m0 0W0 NM co ti w m z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: EN PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /09/20 PHARMACY DETAILS HEADER CONNECTION 3/4" = 1'-0" A CUSTOMER WINDOW SECTION 1/2" = 1'-0" PHARMACY SECTION 3/4" = 1'-01, SHEFT' PH1.1 i LAMINATED MDF FINISHED WALL PANNELLING TO THE EXISTING AND NEW WALLS OF THE PHARAMCY UNIT (2" STUD TO INTERNAL WALLS). JOINTS WHERE SHOWN. FINISH AT EDGES AND AROUND REVEALS AND SOFFITS OF OPENINGS. ALL WITH RECESSED BRUSHED STEEL LAMINATED KICKPANELS AS SHOWN. ALL EDGES (INCLUDING CONCEALED) OF ALL LAMINATED PANELS FINISHED WITH FACTORY APPLIED ASS EDGING TO MATCH LAMINATE. JOINTS AS SHOWN. 2 WALLS IN HEALTH SERVICES ROOM FINISHED WHITE. GLOSS WHITE LAMINATED MDF FINISHED CABINET WORK TO FORM 'COLLECTION' WALL (INCLUDING TOP) AND FRAMING TO PHARMACIST BENCH AS SHOWN ON DRAWINGS. ALL EDGES (INCLUDING CONCEALED) OF ALL LAMINATED PANELS FINISHED WITH FACTORY APPLIED ASS EDGING TO MATCH LAMINATE. BRUSHED STEEL LAMINATED AND EDGED RECESSED KICKPANELS AS SHOWN. 5'-0" PHARMACISTS COUNTERS 2 1/4" = 1'-01, GLOSS WITH LAMINATED MDF FINISHED BACKLIT OTC UNIT AS SHOWN. ALL EDGES (INCLUDING CONCEALED) OF ALL LAMINATED PANELS FINISHED WITH FACTORY APPLIED ASS EDGING TO MATCH LAMINATE. RECESSED BRUSHED STEEL LAMINATED KICKPANELS AS SHOWN. INCLUDES LED LIGHTSHEET BACKPABELS WITH US COMPATIBLE TRANSFORMERS, GLASS SHELVE, EPOS STRIPS AND CHROME STUD BRACKETS AS SHOWN. ALL GLASS SHELVES WITH CHAMFERED CORNERS AND USE ONLY SAFETY GLASS AS PER BUILDING BEGS. PHARMACY COUNTERS 1 1/4" = V-0" HEALTH SERVICE ELEVATION 4 1/2" = V-0" HEALTH SERVICE ELEVATION 3 6 1 /21' = 1'-011 1" HOLES FOR 20'-10" EQUIPMENT (TYP) 5'-1" 5'-3" 5'-3" INSTALL HEADER AS \ NECESSARY FOR INSTALLATION OF ROLLING GLOSS AND MATT WHITE LAMINATE MDF q SHUTTER DOOR COORDINATE SHUTTER FINISHED AS SHOWN INCLUDING STAINLESS 101,4'-5" 10" 4'-5" 10" L 4'-51, 4- 10" FOR INSTALLATION WITH STEEL SINK UNIT/TAPS AND CLADDING P131 WMCM. BETWEEN WALL AND BASE UNITS ETC. ALL 5-3 5-3 5'-3' 300E WITH RECESSED BRUSHED STEEL LAMINATED Q Q - KICKPANELS AS SHOWN. ALL EDGES lUl lul (INCLUDING CONCEALED) OF ALL LANINATED ti PANELS FINISHED WITH FACTORY APPLIED ASS EDGING TO MATCH LAMINATE. COOL XI I- 4L I IML =1 WHITE LED STRIP DOWN LIGHTING UNDER — I— — — — — _ — — — — — — — WALL UNITS AS SHOWN. r 0 0 0 0 4 HEALTH SERVICE ELEVATION 2 1/2" = V-0" GLOSS AND MATT WHITE LAMINATED MDF FINISHED DISPENSARY UNITS AS SHOWN INCLUDING LOCKABLE CUPBOARDS WITH VENT FOR CPUSAND PEN DRAWERS. ALL WITH RECESSED BRUSHED STEEL LAMINATED KICKPANELS AS SHOWN. ALL EDGES (INCLUDING CONCEALED) OF ALL LAMINATED PANELS FINISHED WITH FACTORY APPLIED ASS EDGING TO MATCH LAMINATE. - PREINSTALLED PLUG AND PLAY ELECTRICAL, REFERENCE ELECTRICAL AND MANUFACTURERS INSTRUCTIONS. OWNER FURNISHED GC INSTALLED WALL MOUNTED CPU BOX, TYP OF 3 BENCH #1 12'-9" SAFE MANUFACTURER TO INSTALL THE SAFE WHEN THE NEW PHARMACIST BENCH IS INSTALLED. GC TO ENSURE AVAILABILITY OF MANUFACTURERS CREW, REFERENCE PH3 FOR NEW LOCATION. CONTACT: MICHAEL JARAMILLO DIRECT LINE: 951-361-9222 FAX: 951-685-6531 MJARAM I LLO@AM SECUSA. COM PREDRILLED HOLES FOR EQUIPMENT ARMS T-0" HEALTH SERVICE ELEVATION 1 4 1/2" = 11-01, POWER POLE, OWNER FURNISHED GC INSTALLED OWNER FURNISHED GC INSTALLED MILLWORK, REFERENCE MANUFACTURERS INSTRUCTIONS. INSTALL BASE FURNISHED BY MILLWORK MANUFACTURERS 1 �r 0 0 � PHARMACIST BENCH #2 GLOSS WHITE LAMINATED MDF FINISHED CABINETWORK TO FORM "COLLECTION" T-1" T-4" WALL (INCLUDING TOP) AND FRAMING TO PHARMACIST BENCH AS SHOWN ON BAG HOOK, OWNER FURNIHHED GC INSTALLED, TYP OF 1 DRAWINGS. ALL EDGES (INCLDUING CONCEALED) OF ALL LAMINATED PANELS FINISHED WITH FACTORY APPLIED ASS EDGING TO MATCH LAMINATE BRUSHED STEEL LAMINATED AND EDGED RECESSED KICKPANELS AS SHOWN. EQUIPMENT SCREEN AND SHELF GC TO CUT HOLES IN 2" GROMET HOLE (TYP) PROVIDED BY OWNER, INSTALL PER THE COUNTER UNO MANUFACTURERS INSTRUCTIONS 20'-10" ENLARGED PLAN AT FRONT COUNTER 1/2" = 1'-01, A 1!'1TC. n 1111 IA 1/"� ['�1 II ITTI'-n nr-l- nrwl/�II nnA\AlI-n rl Inwllf'�I Irn 1"1\i VVVI\ 1 ILIYI, 1\LI VVVI\ VVI ILVVLL ,� 'I I ' I UNDER MOUNTED CASH DARWER SHELF, TYP (3) OWNER FURNISHED, GC INSTALLED OWNER FURNISHED, GC INSTALLED EQUIPMENT SCREEN AND SHELF, TYP OF (4) GLOSS WHITE LAMINATED MDF FINISHED DROP OFF/PICK UP COUNTERS AS SHOWN. CHECK WITH PHARMACY TEAM ON REQUIREMENTS FOR UNITS REAR OF COUNTER I.E. STORAGE SPACE ETC. ALL WITH RECESSED BRUSHED STEEL LAMINATED KICKPANELS AND BRUSHED STEEL SUPPORT LEGS AS SHOWN. ALL EDGES {INCLUDING CONCEALED) OF ALL LAMINATED PANELS FINISHED WITH FACTORY APPLIED ASS EDGING TO MATCH LAMINATE. BRUSHED STAINLESS STEEL CRASH RAIL TO FRONT OF COUNTER. COOL WHITE LED STRIP DOWN LIGHTING UNDER FRONT SECTION OF COUNTERS. FRAMELESS GLASS DIVIDER SCREENS FIXED WITH DISCREET MODERN BRUSHED STEEL BRACKETS. USE LAMINATED GLASS (1/4" GLASS, 0.03" PVB, 1/4" GLASS TO GIVE STC RATING OF 38) FOR THE LARGE SCREENS. LOCKABLE CUPBOARDS FOR CPUS WITH VENT ffi =jc6a ' zF�w z) W Q� CQ0¢OWU� �2� Lu H WFwoQ2¢-WFWS Q pd Ei RT0WZ(!ZW2~ZZW ��O¢�W Q O tL ��aa2a0oo� a¢cn~r ff� @8Wi�= w m O �Fn-,-3T wWwoP (70¢ oUa Rf Q Z} O� ilo )w n¢ a-zwc>-wL 2zw W Q W F- oV <F��UWzUZ ¢WdLWWaW°ZLL L000' NW oFLL wmoamW 0o-w o m d U) O D L rn LO M COC� .__I co O 0 u- LL = 1 N co O n/ N O LL Q Z LO o 04 N Lu 3 =m0 J cn WT N W m Z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: EN PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /09/20 PHARMACY ELEVATIONS WORKBENCH ELEVATION 1 /2" = V-0" INTERIOR ELEVATION 3/8" = 1'-0" SHEET: PH2 LINE OF DECK �i P 1 F! '- P209 TVS BY OTHERS. SIGNAGE BY WALMART FROSTED VINYL TO GVISION OUTLETS AT 11'8" HEIGHT PANLES ON DOORS. LOGO CUT 3'-10" T-10" 8" IN CENTER OF TV POSITION pg8 OUT ON LARGE VISION PANEL TO SUIT BRACKET. ALUMINUM 1 1/2" SQUARE ALUMINUM POSTS CORNER++ ++ ®+ ++�++ FIXED TO UNDERSIDE OF COUNTER GUARDS AT ALL OUTSIDE SHELF AND UNDERSIDE OF TIMBER CORNERS SURROUND WITH BRUSHED STEEL BRACKETS. 3/8" PLEXIGLASS SHEETS o FIXED TO FACE OF POSTS. 48" HIGH WAINSCOT WITH OUTSIDE o P162 CORNER TRIM m BOTH SIDES OF DOOR AND 318 INCH THICK FRAMELESS GLASS ILIFRAME PANELS TO PROTECT COUNTERTOPS SPRAYED TO MATCH COLOR OF o COUNTER AND FIXED USING DOUBLE SIDED TAPE. CV END WALL GUARDS AT 20'-10" ALL PRIVACY WALL PS7 GLOSS WHITE LAMINATED MDF FINISHED FROSTED VINYL TO GVISION DROP OFF/RICK UP COUNTERS AS SHOWN. CHECK WITH PANLES ON DOORS. LOGO CUT D135 PHARMACY TEAM ON REQUIREMENTS FOR UNITS REAR OF OUT ON LARGE VISION PANEL COUNTER I.E. STORAGE SPACE ETC. ALL WITH RECESSED BRUSHED STEEL LAMINATED KICKPANELS AND BRUSHED STEEL SUPPORT LEGS AS SHOWN. ALL EDGES (INCLUDING CONCEALED) OF ALL LAMINATED PANELS FINISHED WITH FACTORY APPLIED ABS EDGING TO MATCH LAMINATE. BRUSHED STAINLESS STEEL CRASH RAIL TO FRONT OF COUNTER. COOL WHITE LED STRIP DOWN LIGHTING UNDER FRONT SECTION OF COUNTERS. FRAMELESS GLASS DIVIDER SCREENSFIXED WITH DISCREET MODERN BRUSHED STEEL BRACKETS.USE LAMINATED GLASS (1/4" GLASS, 0.03" PVB, 1/4" GLASS TO GIVE STC RATING OF 38) FOR THE LARGE SCREEN PHARMACY EXTERIOR ELEVATION 1/4" = V-0" PAINTED DRYWALL (MATT BRILLIANT WHITE) FINISH TO EXTERNAL FACE OF METAL PARTITIONS ABOVE HEIGHTOF 14'-1 /2" BY GENERAL CONTRACTOR SUPPLY AND INSTALL ELECTRICALLY OPERATED POWDER COATED ROLLER SHUTTER TO SECURE OPENING. FIXED TO INNER WALL OF PHARMACY UNIT ABOVE 9 FOOT CEILING LEVEL. WHEN FIXING ROLLER SHUTTER PLATES, LEAVE ENOUGH SPACE FOR THE CEILING GRID. GUIDES TO BE RECESSED INTO CABINET WORK. ALL POWDER COATED DARK GREY TO MATCH RAL 7016. DROPS DOWN TO 2'-10" COUNTER. SUPPLY AND INSTALL EXTRA SUPPORT IN WALL (SEE ENABLING WORKS DRAWING AND LIAISE WITH SUPPLIER). FROSTED VINYL TO GLAZED DIVIDER SCREENS. LOGO CUT OUT TO LARGE SCREENS — GLOSS WHITE LAMINATED MDF FINISHED DROP OFF/PICK UP COUNTERS AS SHOWN. CHECK WITH PHARMACY TEAM ON REQUIREMENTS FOR UNITS REAR OF COUNTER I.E. STORAGE SPACE ETC. ALL WITH RECESSED BRUSHED STEEL LAMINATED KICKPANELS AND BRUSHED STEEL SUPPORT LEGS AS SHOWN. ALL EDGES (INCLUDING CONCEALED) OF ALL LAMINATED PANELS FINISHED WITH FACTORY APPLIED ABS EDGING TO MATCH LAMINATE. BRUSHED STAINLESS STEEL CRASH RAIL TO FRONT OF COUNTER. COOL WHITE LED STRIP DOWN LIGHTING UNDER FRONT SECTION OF COUNTERS. FRAMELESS GLASS DIVIDEER SCREENS FIXED WITH DISCREET MODERN BRUSHED STEEL BRACKETS. USE LAMINATED GLASS (1/4" GLASS, 0.03" PVB, 1/4" GLASS TO GIVE STC RATING OF 38) FOR THE LARGE SCREENS. PHARMACY ELEVATION OUMrM%1 r_ Vf MAID I IIVV VV/6iLL I V IVCVV VVFILL AND BASE ETC ON SIDE WALLS OF PHARMACY. DRYWALL PAINTED PHARMACY EXTERIOR ELEVATION 1/4" = 1'-0" LINE OF CEILING PATCH AND REPAIR EXISTING WALL. MATCH SURFACE OF EXISTING WALL TO NEW WALL AND BASE ETC ON SIDE WALLS OF PHARMACY. PAINT WALL Fp EXISTING DOORS, FRAM D ARCHITRAVES PAINTED P209 TO MATCH SURROUNDING WALLS. FROSTED VINYL TO HALF OF THE VISION PANEL ON THE DOOR BETWEEN THE PHARMACY AND THE HEALTH SERVICES ROOM. PHARMACY ELEVATION 9 M _ v _ P162 i 14'-0" AC _ \ P209 ........ �+++++++++++++++++++"+++++++.+++++-+++-++++++++++++++++++++++++++-++-+++++++-+-+++,+++-++--++++++++++++ [+++++, PS7 DB5 PATCH AND REPAIR EXISTING WALL. MATCH SURFACE OF EXISTING WALL TO NEW WALL AND BASE ETC ON SIDE WALLS OF PHARMACY. DRYWALL PAINTED PHARMACY EXTERNAL ELEVATION 1/4" = 1'-0" PAINTED DRYWALL (MATT BRILLIANT WHITE) FINISH TO EXTERNAL FACE OF METAL PARTITIONS ABOVE HEIGHT OF 14'-1/2" BY GENERAL CONTRACTOR SUPPLY AND INSTALL ELECTRICALLY OPERATED POWDER COATED ROLLER SHUTTER TO SECURE OPENING. FIXED TO INNER WALL OF PHARMACY UNIT ABOVE 9 FOOT CEILING LEVEL. WHEN FIXING ROLLER SHUTTER PLATES, LEAVE ENOUGH SPACE FOR THE CEILING GRID. GUIDES TO BE RECESSED INTO CABINET WORK. ALL POWDER COATED DARK GREY TO MATCH RAL 7016. DROPS DOWN TO 2'-10" COUNTER. SUPPLY AND INSTALL EXTRA SUPPORT IN WALL (SEE ENABLING WORKS DRAWING AND LIAISE WITH SUPPLIER). n B6 GLOSS WHITE LAMINATED MDF FINISHED DROP OFF/PICK UP COUNTERS AS SHOWN. CHECK WITH PHARMACY TEAM ON REQUIREMENTS FOR UNITS REAR OF COUNTER I.E. STORAGE SPACE ETC. ALL WITH RECESSED BRUSHED STEEL LAMINATED KICKPANELS AND BRUSHED STEEL SUPPORT LEGS AS SHOWN. ALL EDGES (INCLUDING CONCEALED) OF ALL LAMINATED PANELS FINISHED WITH FACTORY APPLIED ABS EDGING TO MATCH LAMINATE. BRUSHED STAINLESS STEEL CRASH RAIL TO FRONT OF COUNTER COOL WHITE LED STRIP DOWN LIGHTING UNDER FRONT SECTION OF COUNTERS. FRAMELESS GLASS DIVIDER SCREENS FIXED WITH DISCREET MODERN BRUSHED STEEL BRACKETS. USE LAMINATED GLASS (1/4" GLASS, 0.03" PVB, 1/4" GLASS TO GIVE STC RATING OF 38) FOR THE LARGE SCREENS. 0 Q0� =o�WQ =pZIA Q W 3 pLL':wc QpQUU� FQ Z zl0 �0¢ZOO ZN � �Q O W WNM-�W2~O06 }¢�a=Q2o_j dQa Z 0pWH= QFWo_2 wWwZa¢oO a 0X=Wz2QLLOU9f �UO;::F-0WY}cn0m¢ d WLu wwaz&w0 ul¢z~U_ LL005 0 i0000Finaawoa.m UJ w m CL U) ©0 L 0 oc') J �0 LLL _ ' O d.. M N O li Q o N W �m m 0J 0 w NM W m Z) z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: EN PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /09/20 PHARMACY ELEVATIONS 1 /2" = 1'-0" 5X PH2.1 D-RXTV01 E D-REG40 D-RXPCO2 D-RXZP02 \/ 4�1 ENLARGED PHARMACY VOICE/DATA PLAN D-REG41 D-REG42 D-RXPC03 n ovor+nA DATA AND VOICE PLAN IS FOR REFERENCE ONLY, PLAN MAY NOT MATCH D-RXPC05 D-RXZP05 / A A A EQUIPMENT- SIDE COUNTER DATA SCHEDULE CABLE LOCATION TYPE 42RF D-REG40 PHARMACY REGISTER X D-REG41 PHARMACY REGISTER X D-REG42 PHARMACY REGISTER X D-REG79 PHARMACY REGISTER X D-REG80 PHARMACY REGISTER X D-REMOTE MONITOR PHARMACY HSR MONITOR X D-RXLP01 PHARMACY PRINTER X D-RXLP02 PHARMACY PRINTER X D-RXPC01 PHARMACY TERM X D-RXPCO2 PHARMACY TERM X D-RXPC03 PHARMACY TERM X D-RXPC04 PHARMACY TERM X D-RXPC05 PHARMACY TERM X D-RXPC06 PHARMACY TERM X D-RXPC07 PHARMACY TERM X D-RXPC08 PHARMACY TERM D-RXPC09 PHARMACY TERM X D-RXPC10 PHARMACY TERM X D-RXPC11 PHARMACY TERM X D-RXPC12 PHARMACY TERM D-RXPC13 PHARMACY TERM D-RXSFP01 PHARMACY PRINTER X D-RXTV01 PHARMACY MESSAGE BOARD X D-RXZP01 PHARMACY PRINTER X D-RXZP02 PHARMACY PRINTER X D-RXZP03 PHARMACY PRINTER X D-RXZP04 PHARMACY PRINTER X D-RXZP05 PHARMACY PRINTER X D-RXZP06 PHARMACY PRINTER X D-RXZP07 PHARMACY PRINTER X D-RXZP08 PHARMACY PRINTER X D-RXZP09 PHARMACY PRINTER X D-RXZP10 PHARMACY PRINTER X D-RXZP11 PHARMACY PRINTER X D-RXZP12 PHARMACY PRINTER VOICE SCHEDULE CABLE LOCATION TYPE PHONE MODEL 42RF V-133 PHARMACY DESK 7960 X V-134 PHARMACY WALL 7960 X V-135 PHARMACY WALL 7960 X V-136 PHARMACY WALL 7960 X V-137 PHARMACY-HSR DESK 7960 X V-138 PHARMACY WALL 7960 x V-139 PHARMACY DESK 7960 X V-140 PHARMACY DESK 7960 V-141 PHARMACY WALL 7960 X V-145 PHARMACY DESK 7960 V-239 PHARMACY DESK 7960 X 2'x3' CUSTOMER SPACE: NO EQUIPMENT IN THESE AREAS EQUIPMENT -PHARMACISTS BENCH )4 PH0004 PH0018 PH0018 18 PH0018 PH0004 PH0021 03 PH0021 PH0006 PH0006 21--� PH0003 PH0021 PH0004 \\ \'0H0001 'I" I I PH0001 I F_ i ENLARGED PHARMACY EQUIPMENT PLAN PH0007 PH0021 PH0018 EQUIPMENT LEGEND PH0001 DESK PHONE PH0002 WALL PHONE PH0003 DEBIT READER PH0004 SIGNATURE PAD PH0005 RX HAND HELD SCANNER PH0006 POS HAND SCANNER PH0007 RX IMAGE SCANNER PH0008 FLAT PANEL MONITOR PH0009 POS FLAG DISPLAY PH0013 REGISTER CPU PH0014 RX CPU PH0015 ZEBRA PRINTER PH0016 2 DRAWER FILE BELOW PH0018 REGISTER PRINTER PH0019 SENSORMATIC CPU PH0020 SENSORMATIC PH0021 REGISTER KEYPAD MONITOR PH0022 LASER PRINTER BELOW PH0024 CASH DRAWER PH0025 VISUAL VERIFY RACK PH0028 PHARMACY SAFE (OWNER PROVIDED) PH0030 5 DRAWER FILE BELOW PH0031 RX PC FLAT PANEL MONITOR PH0032 KEYBOARD AND MOUSE PH0035 EQUIPMENT TREE (POST OWNER PROVIDED, GC INSTALLED) PH0036 EQUIPMENT ARM PH0037 VGA SWITCH PH0041 SHREDDER BELOW PH0042 UNDERCOUNTER REFRIGERATOR PH0044 UPRIGHT REFRIGERATOR PH0128 SAFE TIME DELAY SENSOR w W =W =m= < 0Zm U) OJDD,< OW �F WO W pK1�_--�QOQV Vu'H< w=SLLOSw Za'W,ZZW Q wFJ¢~�aiQ 00< a<in~���~oow,= Z o� ¢FOo��w�zaW<O O Q C�Uzw LL0QUir a'Z> �UO�I-�Vir}toLLcnQ CL 0 d w 0 w2' � w v w z Z o m< Z F� w LL O o 61 0 0 =z0¢wxwzxo�w U) F_00'0PXCLMw0mm of ED d %O Itt w to O O ,J `o LL LL NO D H > C) 0 2 CN Gig _ C)W O CN n/ O IL Z o CD N W �m0 L� r J F- WT Nco co w m Z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: EN PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /09/20 EQUIPMENT PLAN AND ELEVATIONS (FOR REFERENCE ONLY) 1/4" = 1'-0" 0 114" = V-0" SHEET: PH3 T GC PROVIDE AND INSTALL VB1 VINYL BASE AT BASE OF MILLWORK PER MANUFACTURERS RECOMMENDATIONS REF MATERIAL KEY ON MC1 vO1 /11 IVIILLVV\Jr\rxUr1\%.7C.IIVJIfNLLrL_rx MANUFACTURERS RECOMMENDATIONS REF MATERIAL KEY MONEYCENTER ELEVATION DIGITAL MENU BOARDS, OWNER PROVIDED, 3RD PARTY INSTALLED. GC TO PROVIDE BLOCKING AT 86" AFF. REF ELECTRICAL rro 0 'v PS1 VB1 B6 MONEYCENTER. ELEVATION 3/8" = 1'-0" T ELECTRICAL PANEL +111, ...... I ...... � + ++1+%+ . . . . . . ... . . + .+ I .... � + + + + ........ + + .......... ATM 0 'v PSI B6 T 8" 31'-2" L8" - ----------------------------------------------------------------------- PRE-PAID CARD FIXTURE FURNISHED BY OWNER, INSTALLED BY GC HOURS OF OPERATION -BOARD MONEY CENTER (3) STANCHIONS FURNISHED BY $Da OWNER INSTALLED BY OTHERS PRE -MANUFACTURED DIVIDERS 6'-8" Ilz 4'-8" FURNISHED BY OWNER WITH THE Ilk MILLWORK, INSTALLED BY GENERAL CONTRACTOR AT (3) LOCATIONS REFERENCE MANUFACTURER'S F-1 F-1 1-7 F INSTRUCTIONS 3- MC1 I I I I 30"x48" CLEAR AND LEVEL AREA OMIT DIVIDER ANDJACENT TO Q WALL, IF PREINSTALLED REMOVE AS APPLICABLE MILLWORK FURNISHED BY OWNER, INSTALLED BY GC REFERENCE MANUFACTURER'S INSTRUCTIONS cp 800A 10'-0" (5) 24"X24" ANTI -FATIGUE MATS, WALMART FURNISHED GC INSTALLESD, TYP TRASH CAN OWNER FURNISHED, GC INSTALLED GC FURNISHED AND INSTALLED GATE DIGITAL MENU BOARDS, ALL ITEMS SUPPLIED AND WITH STOP BY CHASE DOORS, CORE OWNER FURNISHED, 3RD INSTALLED BY GENERAL CONTRACTOR (GC) UNLESS DRILL POST RECEIVED ON SITE WITH PARTY INSTALLED. GC TO DOOR PER MANUFACTURERS PROVIDE BLOCKING AT 86" NOTED OTHERWISE RECOMMENDATIONS. INSTALL DOOR AFF. CENTER DIGITAL MENU (STOP SHIPPED LOOSE) SO THE DOOR BOARDS WITH COUNTER REF SWINGS TOWARD SALES. MAX 1" GAP ELECTRICAL BETWEEN DOOR AND CABINET, REF SPEC 08383 GENERAL CONTRACTOR TO WELD EXISTING DOOR CLOSED - PROVIDE PAINTED LETTERS A ON EXTERIOR OF DOOR THAT READ "NO ENTRANCE" -VERIFY LETTER HEIGHT AND COLOR WITH AHJ MONEY CENTER PLAN MONEYCENTER ELEVATION. 3/8" = 1'-0" REMOVE CHECKSTAND / AS SHOWN DASHED T— REMOVE EXISTING SINGS F_1 T REMOVE CURVED DESK AS SHOWN DASHED 41 MONEY CENTER trio ® i s fie i . A \ �BrAi a i4� i STANCHION TO (p o BE REMOVED III 1 @1 ,L-k--J__- EXISTING DOOR TO BE WELDED SHUT, REF 9-A3 MONEY CENTER DEMOLITION PLAN Q w Z 0, x-za �J�Wa w Fo¢=�2 Ow F-w � t- ZU oipxQ LLmz< Uw =OQN m w�:W W Z m U Z 2 Q WN O U- �I J�rnQO SQ�OOw mctW5_W2F o�Pm O �U)zN0F�5WInX8P UUQmw oar > H z 4_o;=,oww- U)LLU)¢ -1 WOCL 9 ZF-Uf_D IYLmWU)wZI- Ww0�WUZOx D �. NQzQLLLIJ 9�Q0 z0rLL xmzxmw ODU—FOd6.w0a.m w m a U) 00 L I:t Lo � 4 ©J M C 0) n V V- N C) �O w O d d O co ,Ar' N O o ili Cj =m0 co Lu Nco c W m D Z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: LR PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /09120 MONEYCENTER FLOOR PLANS, DETAILS AND i SCHEDULES SHEET- MC1 3/8" = 1'-0" 1 /4" = 1'-0" 1 /4" = 1'-0" PA r 950 LIQUOR SALES WALLS - REF 1 -LBPFC FLOOR - ICC:ETR CEILING - OPEN TO STRUCTURE: CLEAN EXPOSED HVAC DUCT WORK, JOISTS, JOIST GIRDERS, DECKING, CONDUIT, SPRINKLER PIPES, AIR GRILLES/DIFFUSERS, AND SECURITY GLOBES STORAGE fi I COOLER 10.44 P209 BELOW 14'-0tABOVE ABOVE COOLER TO 14'-0" P162 ABOVE 14 -0 14'-0" PS7 PAINT COLUMN TO 14'-0" AFF WITH EPDXY PAINT P209 PAINT 14'-0" AND ABOVE DECK WITH WATER BASED PAINT P162 P2o9 BELOW 14'-0" BELOW 14'-0" P209 P162 ABOVE 14'-0" ABOVE 14'-0" P162 PAINT COLUMN TO 14'-0" AFF WITH EPDXY PAINT P209 LIQUOR SALES PAINT 14'-0" AND ABOVE 950 DECK WITH WATER BASED PAINT P162 DO NOT INSTALL BASE OR LAMINATE BEHIND REFRIGERATED CASE PAINT CMU P209 BEHIND ALL FURRED WALLS AND COOLER PANELS PAINT ALL HOLLOW METAL DOORS AND FRAMES P162 UNO. 40'-0" EXTENTS SLAT WALL BELOW 14'-0" P209 ABOVE 14'-0" P162 PS7 10.44 O 0 WOMEN P209 PS7 MEN SHEET NOTES 1. INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD/CMU UNO. 2. WALMART FURNISHED AND INSTALLED ITEMS SHOWN DASHED UNO. KEYNOTES 10.44 PROVIDE TACTILE "EXIT" SIGN. REF N1. ww SJ "W' W— WWLL2 } fn OJmcn¢ 82'--w � Ow x t-wo p�F�_-d'gOa UULLFQ gaFwa00waQQ��=d0aWwJwW.UFZQW ci � O LL ,: 'TFQ,°XOg C-QM pWr= z 'wx0-- O �a!ZNFW,wZwwoF- Q 22g LL 0 wIx �VOF-OUK>�O0 <a��waizr ' c9�� IL wO"WowwZoz 0NQZFLwuw.000�¢00 am U) F00O�oF(aaw0a z Q H J U) z O U m 00 T Lo O C�JM co00 �-Il- C O N Jac �2o a TT a (..1... N Z co o {i Q I_LI N 0 rm0 I, '-nj WV0 NM ti W m z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: EB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /06/20 LIQUOR BOX PAINT, FIX & CLEAN LIQUOR BOX FLOOR PLAN 3/16" = 1'-0" S�LBPFC i LED LIGHTING CONVERSION CASE COUNT CASE DESCRIPTION CASE LENGTH QTY 6FT 0 MULTI -DECK --- (FRESH MEAT) 8FT 1 12FT 6 NOTE: MIN 4 WEEKS PRIOR TO INSTALLATION, GC TO CONTACT WALMART SUPPLIER (wmreactive@loebelectric.com) TO PLACE AN ORDER 912 MEAT PREP, 916 GR STOCKROOM WALLS • ETR. FLOOR • REF FLOOR FINISH PLAN. CEILING • REF SHEET SA1 FOR CEILING SCHEDULE. 902 DELI PREP, 906 BAKERY, 909 PRODUCE PREP WALLS • ETR FLOOR • ETR. CEILING • REF SHEET SA1 FOR CEILING SCHEDULE. 946 PICKUP WALLS • ETR FLOOR • ETR. CEILING • REF SHEET SA1 FOR CEILING SCHEDULE. rc-)- - - - - - - - - - - PROVIDE FULL PENETRATION REPAIR WELD(S) AT EXISTING STAINLESS STEEL SINK FOR WATERTIGHTNESS. USE WELDING ROD OF SAME COMPOSITION, COAT UNEXPOSED SIDE OF JOINT WITH METALLIC -BASED PAINT TO PREVENT CORROSION, AND GRIND EXPOSED SIDE OF JOINT FLUSH AND POLISH TO MEET REQUIREMENTS OF NSF / ANSI 2 FOR FOOD ZONE SURFACES AND LOCAL HEALTH DEPARTMENT. WELDER MUST BE CERTIFIED FOR STAINLESS STEEL WELDING UNDER AWS B2.1 / D1.6 WITH FIVE YEARS MIN EXPERIENCE WELDING FOOD GRADE STAINLESS STEEL EQUIPMENT. 900 GR SALES WALLS • GYP BD: REF GA1 AND GA2 FOR PAINT. REF 3-A3 FLOOR • REF FLOOR FINISH PLAN. CEILING REF SHEET SA1 FOR CEILING SCHEDULE. 901 SERVICE DELI, 936 CAKE DECORATING WALLS • FRP & TILE: SPOT REPLACE DAMAGED WALL FINISHES. REF SHEET SA1 FOR BID ALLOWANCE. • BASE: ETR. SPOT REPLACE DAMAGED WALL BASE. REF SHEET SA1 FOR BID ALLOWANCE. FLOOR • ETR. SPOT REPLACE DAMAGED FLOORING. REF SHEET SA1 FOR BID ALLOWANCE. CEILING • REF SHEET SA1 FOR CEILING SCHEDULE. KEYNOTES 1.17 EXISTING MEAT CASES TO BE RETROFITTED W/ LED LIGHTS FURNISHED BY WALMART AND INSTALLED BY GC. REF ELECTRICAL 2 I I I , I I i I I J I I MEAT PREP GR 912 STOCKROOM � I 1 916 I PICKUP COOLER I I I ° I I ° i PICKUP PICKUP I FREEZERI COOLER I ° i I I NINE EDC #3 SHEET NOTES 1. STUD WALL DIMENSIONS ARE TO THE FACE OF 5. PROPER INSTALLATION OF JOINT SEALANTS IS CRITICAL TO 10. DIMENSIONS OF REFRIGERATED CASES ARE TO THE THE STUDS. MEETING WALMART QUALITY ASSURANCE STANDARDS. OUTERMOST POINTS OF THE CASES; ENDCAPS AND 2. ROUTE ALL UTILITY SERVICE LINES (PIPES AND PROVIDE SEALANTS IN ACCORDANCE WITH DRAWINGS AND BUMPERS ARE CONSIDERED PART OF THE CASE, CONDUIT) WITHIN STUD WALLS WHEREVER SPECIFICATIONS. REFERENCE SECTION 07900 FOR SEALANT WHERE THEY OCCUR. DIMENSIONS ON THE FIXTURE POSSIBLE. ON COOLER/FREEZER PANELS IN SCHEDULE PLANS ARE FOR LAYOUT AND OWNER -FURNISHED FOOD PREP AREAS WHERE UTILITIES MUST BE 6. ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE ITEMS ONLY AND ARE NOT TO BE USED FOR EXPOSED, CONTRACTOR TO HAVE THE OPTION SEALED AS REQUIRED FOR A COMPLETE AND PROPER LOCATION OF WALLS AND OTHER CONTRACTOR - OF THE FOLLOWING: INSTALLATION, REGARDLESS OF WHETHER SHOWN ON THE BUILT ITEMS a. SURFACE MOUNT UTILITIES WITH NOW DRAWINGS OR INDICATED IN THE SPECIFICATIONS. SUCH 11. ALL NEW (NON -MOVEABLE) EQUIPMENT INCLUDING CORROSIVE ANCHORS; SEAL BOTH SIDES JOINTS NOT SHOWN OR SCHEDULED SHALL BE SEALED WITH SINKS, OVENS, AND REFRIGERATED EQUIPMENT OF PIPE/CONDUIT TO PANEL SEALANTS AS RECOMMENDED BY THE MANUFACTURER FOR SHALL BE SEALED TO THE WALLS. BASE OR LEGS CONTINUOUSLY WITH SEALANT. THE SPECIFIC APPLICATION. SHALL BE SET IN A BED OF SEALANT WITH EXCESS b. INSTALL UTILITIES 1/2" OFF FACE OF PANEL 7. INTERIOR SEALANTS USED IN FOOD PREPARATION AREAS REMOVED. MOVEABLE EQUIPMENT SHALL NOT BE TO ALLOW FOR CLEANING; USE ONLY NOW SHALL MEET THE REQUIREMENTS FOR USE IN USDA SEALED. CORROSIVE MATERIALS FOR SPACERS AND REGULATED FACILITIES 12. ALL COOLER BOX MODIFICATIONS TO BE ANCHORS. 8. PROVIDE STEEL CLOSURE PANELS AT ALL VERTICAL GAPS PERFORMED BY COOLER/FREEZER c. COVER UTILITIES WITH 20 GAUGE AND HORIZONTAL GAPS 52" OR LOWER BETWEEN MANUFACTURER. RELATED SLAB WORK BY GC. STAINLESS STEEL BENT PLATES MOUNTED REFRIGERATED CASES, WALLS AND/OR EQUIPMENT. 13. COOLER PANEL MANUFACTURERS TO FURNISH AND TO WALL WITH NON -CORROSIVE ANCHORS; INSTALL LINERS, DOORS, PANELS, DOOR APPLY CONTINUOUS SEALANT ALONG 9. COORDINATE REMOVAL AND DISPOSAL OF EXISTING HARDWARE, STRIP CURTAINS, BATTEN STRIPS, EDGES AND JOINTS. REFRIGERATED CASES AND FIXTURES WITH MECHANICAL MATERIALS, ETC. (WHERE INDICATED ON 3. PROVIDE CONT USDA APPROVED SEALANT AT SERVICES CONSTRUCTION MANAGER. COORDINATE DRAWINGS) ALL JOINTS BETWEEN MATERIALS ON WALLS REMOVAL AND DISPOSAL OF EXISTING REFRIGERATED 14. RE -SKINNING OF EXISTING CASES TO REMAIN AND FLOORS IN FOOD PREPARATION COOLER CASES AND FIXTURES WITH INSTALLATION OF NEW UNDER SEPARATE CONTRACT. AND FREEZER AREAS. REFRIGERATED CASES AND FIXTURES. EXISTING REACH -IN 15. REFER TO SHEET GA3 FOR SANITARY COVE BASE 4. WALLS AND INFILL OF EXISTING OPENINGS ARE FROZEN CASES TO BE RELOCATED OR REMOVED SHALL BE DETAILS TO MATCH THE CONSTRUCTION AND FINISHES USED ON A TEMPORARY BASIS DURING CONSTRUCTION OF 16. VERIFY EXACT LOCATION OF CASES WITH WALMART OF ADJACENT EXISTING WALLS. NON -SERVICE SEAFOOD AREA. TEMPORARY CASES SHALL AND CM PRIOR TO STARTING CONSTRUCTION. BE REMOVED ONCE THE NEW CASES ARE DELIVERED AND OPERATIONAL. C> 1.17 T I 5 Al X �❑ i PICKUP � 946 , i , I JI PRODUCE PREP 909 VERIFY EXACT LOCATION OF CASES WITH WALMART CONSTRUCTION MANAGER PRIOR TO STARTING CONSTRUCTION. (TYP) ( RODU( PATCH AND REPAIR WALLS AND FINISHES TO COOLE MATCH ADJACENT WHERE IMPACTED BY INSTALLATION OR MODIFICATION OF PLUMBING AND/OR ELECTRICAL UTILITIES PATCH, REPAIR OR REPLACE EXISTING SUBSTRATE AT LOCATIONS OF REMOVED FINISHES FOR INSTALLATION OF NEW TILE. IF NEW SUBSTRATE IS REQUIRED, INSTALL 1/2" WATER RESISTANT GYPSUM BOARD. e GR SALES ' 900 I I I I I I (I 8 I I I I A3 I I I I ! f I f A3 I I I � I I BOVE 14'-0" P162 BELOW 14'-0" P131 9� I 4 1 �0 A3 INSTALL CASE FLASHING AT ALL NEW AND EXISTING CASES, REF 5 - GA3 -------------------- ------------------------------------ ------------------------------------ • SERVICE DELI \\`� ----------------- PAINT - 901--------------------,� FRAMES P162 DECORATING _ C� ❑ `� �❑ INFILL OPENING AT CAKE PAINT DECORATING. MATCH FRAMES ADJACENT FINISHES. BAKERY I P162 e BAKERY COOLER 906 LI PREP BAKERY/ 902 FREEZER I 0 DELI COOLER 1 �' DELI FREEZER a- ��0OW wozm a 0 W = � J 02(A=Fd'Z OF LL=Z w Fd �mmu-W �pw=O¢N R' O Wnwi?�:mw�E �-'wolf 1 z�i xH_>'9 d°'F`t�0yw LL a �2 w = ¢Wan-M2%2W¢p z O �mZNO=WLyWwa~F �( C'JUgcoQ'P63wd'd'O� S'V0 ,0w}Unu-cnQ J ¢wa zwzt p(nWOw��wwwzwz �qzt-u.wu.00o 00 =z OQLL wofd'zQ'wW to 1-0000-wmmwpam w a O D L rn Lo co 4 C)_J`o r LL G_J U) J N o �wco X ~o ./ Q N O M Lo N W i m 0 ❑� NM w m z co 0 ISSUE BLOCK CHECKED BY: RD DRAWN BY: EB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06120 11 /06/20 FRONT GROCERY PLAN r V FRONT GROCERY FLOOR PLAN 1" = 10'-0" SHEET: GA1 III . "RE . , } g�u�l _ �n!u !1 llrtilRll !N �� mleNlRr�pW P lift-t I- i ,. ' 916 GR STOCKROOM, 920 GR RECEIVING, 923 STOCKROOM WALLS • ETR. FLOOR • ETR. CEILING • REF SHEET SA1 FOR CEILING SCHEDULE. COMPACTOR • ETR. 712 MANAGERS OFFICE WALLS • ETR. FLOOR • ETR. CEILING • REF SHEET SA1 FOR CEILING SCHEDULE. 919 CORRIDORS WALLS • PAINT P131, REF 1-GA2. FLOOR • ETR. CEILING • REF SHEET SA1 FOR CEILING SCHEDULE. 918 ALCOVES TO EXIT CORRIDOR BEHIND DOORS WALLS • ETR. FLOOR • ETR. CEILING • REF SHEET SA1 FOR CEILING SCHEDULE. 1 2 3 4 (:G )--- — SHEET NOTES 1. REFER TO SHEET GA1 FOR GROCERY NOTES PERTAINING TO THIS SHEET. KEYNOTES 9.90 FLOOR STRIPES. REF N1 FOR STRIPING CONDITIONS. 10.44 PROVIDE TACTILE "EXIT' SIGN. REF N1. a� mew W LLZ 6��1J ?N¢=�� LU Ow rw aWl_U"o~QO¢VU'Lf-< LU }Q,Wa3wzw�V5dW6WNm1-3:wLL'U0 LL dav �l=r�<��oowlz= oaX-wos., p �mZ23*F 5,Waa�O Q (7UQ.W O(3U�KZY �ULL O�FOVa}�arnQ n �a�zw�zF--iwED wUWZ3U �w0�-Z� OF-w w FCA' oWLLLd z�X=z!L- LLL Qw WXaaWOa_m 1-000. m 00 L V ^ `rM .J M 00 LL LL Joa. Gg aLLI O M N O Ii Q Z a N W 0 =m0 ttJ V Lu T NM W m D Z m O ISSUE BLOCK CHECKED BY: RD DRAWN BY: EB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /06/20 REAR GROCERY PLAN REAR GROCERY FLOOR PLAN ill = 10'-0" SHEET: GA2 R .00.� MOISTURE RESISTANT GYPSUM BOARD CONTINUOUS BED OF SEALANT AT TOP, BOTTOM, AND VERTICAL JOINTS OF GLASS MAT BACKER BOARD 1/2"X10"H GLASS MAT BACKER BOARD 5" COVED QUARRY BASE IN LATEX MORTAR BED 4" BUILDING TAPE. REF SPEC 09655 QUARRY TILE BASE 6" = 1'-0" 3 ROWS OF 2" VERTICAL MESH TAPE WITH 1" OVERLAP OVER 4" VERTICAL BUILDING TAPE ON ALL VERTICAL CORNERS FULL HEIGHT 1/2" OVERLAP INSIDE CORNER 1/2" GYPSUM BOARD UNO CONTINUOUS SEALANT BASE REF FINISH SCHEDULE 4" H GLASS -MAT BACKER MATERIAL CONTINUOUS SEALANT NON PREP AREA WALL DETAIL 2" HORIZONTAL MESH TAPE OVER BUILDING TAPE WITH 1/2" OVERLAP 9" BUILDING TAPE OVER GLASS -MAT BACKER MATERIAL GLASS -MAT BACKER MATERIAL STEELTRACK — 6"H GLASS -MAT BACKER MATERIAL cD z w � F m SECTION — 1/2" OVERLAP OUTSIDE CORNER — GLASS -MAT BACKER MATERIAL TO 12" AFF — WALL TILE AS SCHEDULED 2" SELF-ADHESIVE FIBERGLASS MESH TAPE OVER BUILDING TAPE BUILDING TAPE REF SPECS 7" HIGH GLASS -MAT BACKER MATERIAL SANITARY COVE BASE TRIM HORIZONTAL EXTENDED FLANGE OF BUILDING TAPE TO 1" WIDE PRIOR TO INSTALLATION OF BASE PREP AREA REFRIGERATED/HOT CASE PAN HEAD SHEET METAL SCREWS AT 12" OC SERVICE SIDE 20 GAUGE SS OR ALUMINUM FLASHING SET IN A CONT BED OF SEALANT. PROVIDE A 2" LAP WITH CONT BED OF SEALANT AT SPLICES FINISHED FLOOR NOTE: INSTALL ALUMINUM FLASHING BETWEEN CASE KICKPLATE OR COUNTERFLASHING AND INTERNAL FRAME. CASE AND CASE TRIM SHOWN HALFTONE FOR CLARITY. z N s NOTE: DO NOT INSTALL FLASHING OVER DRAINS. IF DRAINS ARE PRESENT AT SERVICE SIDE OF CASE, START AND STOP FLASHING AT SIDES OF DRAIN. HEM EDGES OF FLASHING. WALL TILE REF SHEET A8 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 MANUFACTURER'S INSTRUCTIONS 1" CASE FLASHING AT SERVICE DEPARTMENT 3" = 1'-0" WALL TILE REF SHEET Ai TILE THINSET 2" SELF-ADHE FIBERGLASS I OVER BUILDII` INSTALL WALL OF 6" H GLAS: BACKER MATE METAL STUD BOTTOM STU[ WALL TRACK 6" HIGH GLA& BACKER MATE ADHESIVE AT BOTTOM OF B MANUFACTUF INSTRUCTION - �i-MA I �R MATERIAL H SANITARY COVE BASE SPECIFICATIONS :RETE FLOOR ►ING TAPE (9") ;PEC SECTION 09655 SANITARY COVE BASE AT CERAMIC TILE SANITARY COVE BASE AT CERAMIC TILE GLASS -MAT BACKER MATERIAL 8" H SANITARY COVE BASE REF SPECIFICATIONS QUARRY TILE REF PLANS FOR LOCATIONS BUILDING TAPE (9") REF SPEC SECTION 09655 z co SANITARY COVE BASE OVER NRP/FRP/SS STEEL METAL STUD BOTTOM TRACK BUILDING TAPE (4") REF SPEC SECTION 09t,,, 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 TO 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. SOAP PAPER DISPENSER TOWEL DISPENSER HAND 2" MIN SINK "v AT SERVICE DELI WALL HAND SINK ELEVATION SANITARY COVE BASE OVER FREEZER/COOLER PANEL 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 - GA3 FOR 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 DETAILS (QT 3" = 1'-0" GLASS -MAT BACKER WALL FINISH AS SCF FREEZER/C( 7 1/2" H SANITARY COVE BASE REF SPECIFICATION CONCRETE FLOOR METAL STUD BOTTOM STUD WAL BUILDING TAPE (4") REF SPEC SECTION Vvuoo SANITARY COVE BASE OVER NRP/FRP/SS STEEL SANITARY COVE BASE OVER FREEZER/COOLER PANEL 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 - GA3 FOR 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 PREFABRICATED INSIDE AND OUTSIDE CORNERS; REF SPECS SANITARY COVE BASE REF SPECS TYP , SPLICER REF SPECS END CAP REF SPECS TAB (TYP) U) iw LL w Q W LL w-aiw¢ =0<v2 W U) 21 5 OwWrw� 10 W w==-w 'w'� -oo ¢° �wOZOm=2 N3� O U- oowr= o va - 0 �Fnz23F'w WZ mw ° Q UUQco� OLL (1U��Z} �UO�hO jtr>-u)LLcn4 �a�Zwcwi�Z�JW��F- W� pU)w0ofZ)ofWa w<Z L.wLL0000U i0C)oo maaw0mm U) H z Q I-- J D U) z 0 0 m a m 00 L04 Lo � � c� ce) 0o u—LL 1� 01) J N O _ ' c 0 >- a VV ao co NO r Z o N Q W 0 coo J F- �(D W f N ti w m z m 0 ISSUE BLOCK CHECKED BY: RD DRAWN BY: EB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 11 /06/20 GROCERY DETAILS SANITARY COVE BASE DETAILS (CONCRETE SANITARY COVE BASE ACCESSORY DETAILS � 3" = 1'-0" SHEET: GA3 GENERAL NOTES DESIGN LOADS AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE AFF ABOVE FINISHED FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE ARCH ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY BFF BELOW FINISHED FLOOR BL BLOCK LINTEL BM BEAM BO BOTTOM OF BOM BOTTOM OF MASONRY BOS BOTTOM OF STEEL BRG BEARING CJ CONTRACTION JOINT CL CENTER LINE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE COND CONDENSER UNIT CONST CONSTRUCTION CONT CONTINUOUS DIA DIAMETER EF EXHAUSTFAN EIFS EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL EQ EQUAL ETR EXISTING TO REMAIN EW EACH WAY FDN FOUNDATION FF FINISHED FLOOR FS FAR SIDE FTG FOOTING FV FIELD VERIFY GA GAUGE GC GENERAL CONTRACTOR H HEIGHT HORIZ HORIZONTAL HSA HEADED STUD ANCHOR HSS HOLLOW STRUCTURAL SHAPE INFO INFORMATION ISO ISOLATION JIBE JOIST BEARING ELEVATION JST JOIST JT JOINT KSI KIPS PER SQUARE INCH L LENGTH LB POUNDS LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LONGITUDINAL MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANOUS 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 POWER ACTUATED FASTENER PCF POUNDS PER CUBIC FOOT PL PLATE PLF POUNDS PER LINEAR FOOT PLUMB PLUMBING PMEJ PREMOLDED EXPANSION JOINT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH QTY QUANITY RACK REFRIGERATION RACK REF REFER TO REINF REINFORCING REQD REQUIRED REV REVERSE RO ROUGH OPENING RTU ROOF TOP UNIT SCHED SCHEDULE SDI STEEL DECK INSTITUTE SIM SIMILAR SJI STEEL JOIST INSTITUTE SPCS SPACES SPECS SPECIFICATIONS STRUC STRUCTURAL T&B TOP AND BOTTOM THK THICKNESS TO TOP OF TOC TOP OF CONCRETE TOF TOP OF FOOTING TOM TOP OF MASONRY TOS TOP OF STEEL TOW TOP OF WALL TRANS TRANSVERSE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL W WIDTH WP WORK POINT GENERAL 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN OR IMPLIED BY THESE DRAWINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK. 2. EXISTING CONDITIONS SHOWN MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. BIDDERS SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BID. WITHIN ONE WEEK FROM THE START OF CONSTRUCTION DATE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING MATERIAL, MEASUREMENTS, AND ELEVATIONS AND SHALL NOTIFY THE ARCHITECT, STRUCTURAL ENGINEER OF RECORD AND THE OWNER'S CONSTRUCTION MANAGER OF ANY DISCREPANCIES OR FORESEEN PROBLEMS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL FIELD MEASUREMENTS, EXISTING CONDITIONS, AND KNOWN COMPLICATIONS WITH THE MATERIAL SUPPLIERS. 3. GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE DEMOLITION AND NEW CONSTRUCTION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. 4. GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, UTILITIES, PROPERTY, ETC DURING CONSTRUCTION. RESTORE ALL ITEMS DAMAGED, AS REQUIRED BY OWNER'S REPRESENTATIVE, TO THE OWNER'S SATISFACTION AT NO COST TO OWNER OR WITHOUT EXTENSION OF CONTRACT TIME. 5. BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SHALL BE SECURED TO PREVENT FALLING, LOOSENING OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SUPPORT AND MAINTAINING STABLITY OF EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. 7. GENERAL CONTRACTOR SHALL PROVIDE FIRE PROTECTION FOR THE EXISTING STRUCTURE AND BUILDING CONTENTS DURING WELDING OR ANY OTHER CONSTRUCTION ACTIVITY THAT GENERATES SPARKS OR INTENSE HEAT. 8. THE STRUCTURAL ENGINEER OF RECORD, ITS EMPLOYEES, AND REPRESENTATIVES SHALL NOT BE RESPONSIBLE FOR, AND WILL NOT HAVE CONTROL OF, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE CONSTRUCTION WORK; NOR WILL THEY BE RESPONSIBLE FOR ANY FAILURE BY THE CONTRACTOR TO PERFORM OR COMPLETE CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIGHT GAUGE STEEL FRAMING 1. FOR 18 GAUGE AND LIGHTER FRAMING, CONNECTIONS SHALL BE MADE USING SELF -DRILLING, SELF -TAPPING SCREWS OR POWDER ACTUATED FASTENERS. 2. FOR 16 GAUGE AND HEAVIER FRAMING, CONNECTIONS SHALL BE MADE BY SELF -DRILLING SELF -TAPPING SCREWS, POWDER ACTUATED FASTENERS, OR BY WELDING AS INDICATED ON THE DRAWINGS. 3. ALL 18 GAUGE AND LIGHTER FRAMING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI. ALL 16 GAUGE AND HEAVIER FRAMING SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI. 4. WHERE DETAILED CONNECTIONS OCCUR AT BRIDGING HOLES, INSTALL 16 GA x V-0" TRACK OVER STUD WITH (4) #10 SELF DRILLING SCREWS EACH LEG. CENTER TRACK ON CONNECTION. POST -INSTALLED ANCHORS 1. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. REFER TO SPECIFICATION 05090 FOR ADDITIONAL INFORMATION. NOTE: IF EXISTING BLOCK IS SPLIT FACE, GRIND DOWN BLOCK UNTIL SMOOTH TO PROVIDE UNIFORM BEARING FOR THE NEW STUD FRAMING. C3 5/8x1 5/8x18 GA MTL STUD AT 16" OC TOS EL X Q 0 s 127'-4" FIELD VERIFY x -x EXISTING TOM EL 1 1/2" ',Hill , i i.. x x i L3x2x16 GA x 0'-6" EA STUD AND AT 4'-0" OC VERT; LOCATE CLIP WITHIN V-0" OF BOTTOM OF STUD; ATTACH TO STUD WITH (2) #10 TEK SCREWS; ATTACH TO EXISTING CMU WITH (2) 1/4"x1 1/2" EMBED POWERS TAPPER+ SCREW ANCHORS x I x� REF ARCH FOR FINISH 3" TYP-__if i i i 18 GA CONT TRACK WITH (1) #10 TEK SCREW IN OUTSIDE FLANGE ONLY -pi x� t-khREF ARCH VrjBO FINISH EL A I 1. BUILDING CODE A. BUILDING CODE 2017 FLORIDA BUILDING CODE 2. GRAVITY LOADS A. ROOF DEAD LOAD 12 PSF (PER EXISTING DRAWINGS) B. ROOF LIVE LOADS 1. ROOF 20 PSF (MIN OR SNOW LOAD) C. ROOF SNOW LOADS 1. GROUND SNOW LOAD (Pg) 0 PSF 3. LATERAL LOADS A. WIND LOADS 1. BASIC WIND SPEED (3-SECOND GUST) - ULTIMATE DESIGN WIND SPEED 137 MPH - BASIC DESIGN WIND SPEED (SERVICE) 106 MPH 2. WIND EXPOSURE CATEGORY C 3. RISK CATEGORY II B. SEISMIC LOADS (SERVICE) 1. 5% DAMPED MAPPED ACCELERATION PARAMETER (Ss) 0.068 2. 1-SEC PERIOD MAPPED ACCELERATION PARAMETER (S1) 0.035 3. 5%DAMPED SPECTRAL RESPONSE COEFF. (Sds) 0.072 4. 1-SEC PERIOD SPECTRAL RESPONSE COEFF. (Sd1) 0.055 5. SITE CLASS D 6. RISK CATEGORY it 7. IMPORTANCE FACTOR (le) 1.0 8. SEISMIC DESIGN CATEGORY A f L2x2x18 GA CONT WITH (1) #10 TEK SCREW EA LEG, TYP (2) #10 TEK SCREWS, TYP L3x2x16 GA x 0'-3 1/2" (FS) EA STUD; ATTACH TO STUD WITH (2) #10 TEK 1 SCREWS; ATTACH TO EXISTING CMU WITH (2) 1/4"x 1 1/2" EMBED POWERS TAPPER+ SCREW ANCHORS I 1/2" 1 `v EXISTING MTL DECK EXISTING JOIST EXISTING 8" CMU WALL MAIN ID PARAPET EXTENSION (NO CORNICE) EXISTING JOIST, 1 r^r NEW ME WALL FF NOTE: 7 REF ARCH FOR EXACT LOCATION OF NEW WALL FRAMING w 19 MAIN ID PARAPET EXTENSION FRAMING PLAN U WALL n c y 6 7 12 I I I s W w fnLLWmF J w' � D�;�a�n 0 w in cam[= ul 0= U F❑ O LL2(h tnW � Wt�! W Z_tn W==zIxLL0Z)w"?§Qo of 4 w !- Z w O w O U a w V mF 0 ww WJwoa wN�FZm6,JZNExm ILL O X<,opf Qfgw(xa} z ¢�O¢��LL�CL w",ZOFDO ':nwNa~wx 00U aQW=LL¢Oo¢ Q 0 VO�Wa-0�Uz=�~()Qz1M ?a� � �- =0 =zLd o¢01�zwawwo= (A F-000LLO0m4ofIxQF- Wr�� o Q Q c z O a Z U zN c G 'T o N C/) o� U V m a %0 Nt m c� C::::) �c1.0 0 0 LLILL F " U)=N O J � o J=o a a C) O N Cl � N Z C)> N O J 0 O T r O_ J cn W �? M N� W m z m O ISSUE BLOCK CHECKED BY: JSH DRAWN BY: BJJ PROTO CYCLE: 09/25/20 DOCUMENT DATE: 10/30/20 JBA PROJECT NO: 2035000706 ®�,tt{Ilttt!! ®` AL V. ® � .•.. ® f�f 0. 75 6 OFF ��4J �a Sr o^�ORIOP'''��' ti 0 s®® /op_jfAk- ®�s to/�`1%v MAIN ID PARAPET EXTENSION 1/8" = 1'-0" BUILDING KEY PLAN SHEET: si PROTECTION CRITERIA LEGEND OCCUPANCY DISCHARGE PRESSURE HOSE ALLOWANCE MAXIMUM SPRINKLER SPACING DESIGN BASIS CLASSIFICATION (# OPERATING SPRINKLERS - DESIGN AREA) (GPM) (SQ FT) SALES FLOOR/ INTERIOR GARDEN CENTER 30 PSI (2 AS-2S/1 L) 250 140 CLASS I -IV ON SHELF TO 12'-0" (25'-0" CEILING HEIGHT), 5'-0" AISLES; UL LLC TECHNICAL REPORT PROJECT (SH - OPTION 2A) 18 PSI (9 AS-4S/2L & 1 S/1 L) 4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TEST SRR 06151702 SALES FLOOR/ INTERIOR GARDEN CENTER 25 PSI (2 AS-2S/1 L) 250 140 CLASS I -IV ON SHELF TO 12'-0" (25'-0" CEILING HEIGHT), 5'-0" AISLES; UL LLC TECHNICAL REPORT PROJECT (RNC - OPTION 2B) 10 PSI (12 AS-4S/3L) 4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TEST GONDOLA 10041702 STOCKROOM -GM/GR (SL -OPTION 4) 12 PSI (2 AS-2S/1 L) 250 100 CLASS I -IV RACK STORAGE TO 15'-0" (18'-0" CEILING HEIGHT), 4'-0"/7'-6" AISLES; UL LLC TECHNICAL REPORT 7 PSI (12 AS-4S/3L) PROJECT 4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TESTS SRR 04191702 / DRR 09191702 / MRR 09211702 CORRIDORS/TENANT SPACES/GROCERY PREP/FOOD 0.20/1500 SQ FT 250 130 CLASS NV TO 10'-0"; 13: TABLE 13.2.1 AND FIGURE 13.2.1 TENANT/OFFICES (MISCELLANEOUS STORAGE) ENTRY CANOPY (MISCELLANEOUS STORAGE) 0.2017 SPRINKLERS OPERATING 250 130 CLASS HV TO 8'-0", MISCELLANEOUS STORAGE; NFPA 13: FIGURE 13.2.1 CURVE OH2, TABLE 13.2.1 AND 13:11.2.3.4.2 AND All 1.2.3.4.2 RESTROOMS/BREAKROOMS (LIGHT HAZARD) 0.10/1500 SQ FT 100 225 LIGHT HAZARD, 13: 11.2.3.1.1, FIGURE 11.2.3.1.1 AND TABLE 11.2.3.1.2 ENTRY VESTIBULES (ORDINARY HAZARD GROUP 2) MINIMUM 0.20/1500 SQ FT 250 130 ORDINARY HAZARD GROUP 1 (NO STORAGE), 13: 11.2.3.1.1, FIGURE 11.2.3.1.1, AND TABLE 11.2.3.1.2 OR ENTIRE AREA COOLERS/FREEZERS (MISCELLANEOUS STORAGE) MINIMUM 0.20/1500 SQ FT 250 130 CLASS 1-III TO 12'-0" ON SINGLE ROW RACK, 13: TABLE 13.2.1 AND FIGURE 13.2.1 OR ENTIRE AREA TIRE STORAGE AREA (RUBBER TIRE STORAGE) 12 SPRINKLERS AT 15 PSI 250 100 RUBBER TIRES TO 13'-6"; ON -SIDE AND ON -TREAD ON FIXED RACKS WITHOUT EACH OR ENTIRE AREA SOLID SHELVES; NFPA 13:TABLE 18.4(d) K25 ESFR SPRINKLERS USED TIRE STORAGE (RUBBER TIRE STORAGE) MINIMUM 0.19/1500 SQ FT 250 100 RUBBER TIRES TO 5'-0"; ON GRADE, ON TREAD AND ON SIDE; NFPA 13:TABLE 18.4(a) OR ENTIRE AREA GARDEN CENTER CANOPY (EXTRA HAZARD GROUP 1) 0.30/7 SPRINKLERS OPERATING 500 100 CLASS 14V ON SHELF TO 12'-0"; NFPA 13:TABLE 13.2.1; 16.2.1.2 AND 11.2.3.4.2 RC = RETAIL CEILING/RNC = RETAIL NO CEILING SRR =SINGLE ROW RACK SL = STORAGE LOWISH = STORAGE HIGH DRR = DOUBLE ROW RACK REFERENCE SPRINKLER PLANS AND SPRINKLER SYMBOL LEGEND FOR SPRINKLERS NECESSARY TO MEET THE DESIGN REQUIREMENTS MRR =MULTIPLE ROW RACK * = EXISTING DESIGN CRITERIA TO REMAIN OWNER FURNISHED SPRINKLERS AND ACCESSORIES MBOL SIZE K-FACTOR FINISH MFR MAKE S.I.N. TEMP STYLE QTY PARE ESCH ESCH ESCH QTY STYLE FINISH QTY 3/4" 16.8 BRASS TYCO K17-231 TY7158 155 UPRIGHT 222 6 --- --- --- O * 3/4" 16.8 BRASS TYCO K17-231 TY7158 200 UPRIGHT 6 6 --- --- --- 3/4" 11.2 BRASS TYCO ELO-231 TY5131 155 UPRIGHT 1246 24 --- --- -- 0 * 3/4" 11.2 BRASS TYCO ELO-231 TY5131 200 UPRIGHT 47 6 --- --- --- SUBSTITUTIONS WILL NOT BE PERMITTED. REFERENCE SPECIFICATIONS APPENDIX B FOR ADDITIONAL INFORMATION. WHERE SPRINKLERS ARE INSTALLED BELOW OBSTRUCTIONS (REFRIGERATION PIPING, RTUs, CABLE TRAYS, ETC.) THESE SPRINKLERS SHALL BE REPLACED WITH SPRINKLERS MATCHING THE NEW SPRINKLERS BEING INSTALLED AT THE ROOF DECK LEVEL. * INTERMEDIATE TEMPERATURE SPRINKLERS TO BE FURNISHED BY OWNER FOR INSTALLATION BELOW SKYLIGHTS AND ON AIR FLOW SIDE (INTERMEDIATE-TEMERATURE ZONE) OF UNIT HEATERS PER NFPA 13. **HIGH TEMPERATURE SPRINKLERS TO BE FURNISHED BY OWNER FOR INSTALLATION AROUND UNIT HEATERS. THE OWNER WILL FURNISH ONE (1 QTY) SPRINKLER WRENCH (TYPE 38) FOR INSTALLATION PURPOSES FOR THE TY7258 WHEN INSTALLING WITH STYLE 30 ESCUTCHEONS. THE CONTRACTOR IS REQUIRED TO LEAVE THE OWNER FURNISHED SPRINKLER WRENCH INSIDE THE SPARE HEAD CABINET AFTER INSTALLATION HAS BEEN COMPLETED. THE OWNER WILL FURNISH ONE (1 QTY) SPRINKLER WRENCH (TYPE 8) FOR INSTALLATION PURPOSES FOR THE TY7258 WHEN INSTALLING WITH STYLE 65/401 ESCUTCHEONS. THE CONTRACTOR IS REQUIRED TO LEAVE THE OWNER FURNISHED SPRINKLER WRENCH INSIDE THE SPARE HEAD CABINET AFTER INSTALLATION HAS BEEN COMPLETED. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO OWNER FURNISHED SPRINKLERS DURING INSTALLATION. TO REPLACE DAMAGED SPRINKLERS CONTACT HAINES, JONES, CADBURY 1-800-459-7099. THE OWNER WILL FURNISH ADDITIONAL SPRINKLERS FOR THE SPARES CABINET. INSTALL SPARE SPRINKLER QUANTITY INDICATED ON CONTRACT DOCUMENTS PRIOR TO FIRE PROTECTION CONSULTANT SITE OBSERVATION. SPRINKLER SYMBOL LEGEND SYMBOL SIZE MFR MAKE S.I.N. I FINISH STYLE TEMP K-FACTOR SYMBOL LEGEND - VARIES VARIES VARIES VARIES VARIES EXISTING PENDENT VARIES VARIES X DEMO DEMO DEMO DEMO DEMO DEMO PENDENT DEMO DEMO SYMBOL DESCRIPTION • MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING1 NEW PENDENT MATCH EXISTING MATCH EXISTING e HYDRAULIC REFERENCE NODE ' - VARIES VARIES VARIES VARIES BRASS EXISTING UPRIGHT VARIES VARIES C- CAP X DEMO DEMO DEMO DEMO DEMO DEMO UPRIGHT DEMO DEMO ® RISER NIPPLE/DROP NIPPLE 0 MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING NEW UPRIGHT MATCH EXISTING MATCH EXISTING ® SPRINKLER RISER WHERE SPRINKLERS ARE CALLED OUT TO "MATCH EXISTING," THE CONTRACTOR INSPECTOR'S TEST/AUXILIARY DRAIN SHALL PROVIDE SPRINKLERS MANUFACTURED BY TYCO, WHICH ARE EQUIVALENT TO 5_e► FIRE DEPARTMENT CONNECTION THE EXISTING TO REMAIN SPRINKLERS. SUBSTITUTIONS WILL NOT BE PERMITTED. \ HANGER TRAPEZE HANGER ® NEW CONNECTION NEW SPRINKLER PIPE - - - - EXISTING SPRINKLER PIPE X X-X- DEMOLISHED SPRINKLER PIPE PROVIDE ADDITIONAL SPRINKLERS AS REQUIRED PER NFPA 13 IN EXISTING SPRINKLER CABINET FOR ANY NEW SPRINKLERS INSTALLED. POINT OF CONNECTION 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I i I FLOW HYDRANT SYSTEM IMPAIRMENT SCOPE OF WORK GENERAL NOTES GENERAL NOTES CONT. REQUIREMENTS 1. THE CONTRACTOR IS RESPONSIBLE FOR THE 1. CONTRACTOR TO FIELD VERIFY EXTENT OF WORK. COORDINATION, VERIFICATION AND PROVISION OF A 2. UPGRADE THE EXISTING FIRE SPRINKLER SYSTEM IN 1 • THE DESIGN SHOWN ON THESE CONTRACT 7. THE FIRE PROTECTION ENGINEER OF RECORD FIRE WATCH SUBJECT TO THE REQUIREMENTS OF THE GROCERY STOCKROOM, GENERAL DOCUMENTS IS TO PROVIDE GUIDANCE FOR SHALL NOT BE RESPONSIBLE FOR THE THE LOCAL JURISDICTION. ALL FIRE WATCH COSTS MERCHANDISING STOCKROOM, SALES FLOOR AND BIDDING. SUBMIT COMPLETE FIRE SPRINKLER SHOP CONTRACTOR'S FAILURE TO CARRY OUT THE INCURRED AS A RESULT OF THIS PROJECT SHALL BE SEASONAL SHOP TO MEET THE DISCHARGE DRAWINGS AS REQUIRED BY CONTRACT CONSTRUCTION WORK IN ACCORDANCE WITH THE INCLUDED IN THE PROJECT BID AS A SEPARATE LINE PRESSURE, HOSE ALLOWANCE AND MAXIMUM DOCUMENTS TO THE OWNERS DESIGNATED CONTRACT DOCUMENTS, NOR SHALL THEY BE ITEM. COORDINATION AND VERIFICATION AS TO SPRINKLER SPACING AS REFERENCED IN THE REVIEWERS. BASE SPRINKLER DESIGN UPON REQUIRED TO SUPERVISE THE CONDUCT OF THE WHEN A FIRE WATCH MAY BE NEEDED SHALL BE THE PROTECTION CRITERIA LEGEND. THESE DRAWINGS AND AS REQUIRED BY THE WORK, THE CONSTRUCTION PROCEDURES RESPONSIBILITY OF THE GENERAL CONTRACTOR. 3. INSTALL ONE PRV ON EACH SYSTEM RISER AND SPECIFICATIONS. SHOP DRAWINGS MUST INCLUDE FOLLOWED BY THE CONTRACTOR, 2. THE GENERAL CONTRACTOR SHALL REQUEST THE INSTALL AIR RELEASE VALVE ON EACH SYSTEM IN ELEVATIONS, HANGER LOCATIONS, PIPE LENGTHS, SUBCONTRACTORS, THEIR RESPECTIVE STORE MANAGER TO NOTIFY ALARM CENTRAL OF ACCORDANCE WITH THESE DRAWINGS. DIMENSIONS, FABRICATIONS METHODS, MATERIAL EMPLOYEES OR ANY OTHER PERSON AT THE JOB THE SYSTEM(S) BEING SHUT OFF FOR WORK AND 4. THE EXISTING FIRE SPRINKLER SYSTEMS WILL BE DATA, AND ADDITIONAL INFORMATION NECESSARY SITE OTHER THAN THAT OF THE ENGINEERING THE DURATION OF THE SHUT OFF. MODIFIED AS INDICATED ON THE PROJECT TO CLARIFY THE INTENT OF INSTALLATION. FIRM'S EMPLOYEES. 3. THE GENERAL CONTRACTOR SHALL CALL DIRECT TO CONTRACT DOCUMENTS. THE SCOPE OF WORK CONTRACTOR SHALL PROVIDE PIPE SIZE, 8. CONTRACTOR MUST REVIEW ALL CONSTRUCTION THE FIRE DEPARTMENT AND ADVISE THAT THE FIRE MAY INCLUDE THE MODIFICATION OF EXISTING SPRINKLER SPACING, AND SYSTEM CONFIGURATION DOCUMENTS PRIOR TO BID. SHOULD ALARM SYSTEM IS IN TEST. BRANCHLINES, INSTALLATION OF NEW AS SHOWN. ALTERNATE MATERIALS MUST BE SENT MODIFICATIONS TO THESE PLANS BECOME 4. AT THE END OF EACH NIGHTS WORK, THE GENERAL BRANCHLINES, MODIFICATION OF EXISTING RISER(S), TO THE FIRE PROTECTION ENGINEER OF RECORD NECESSARY TO PROPERLY COORDINATE THE CONTRACTOR SHALL CALL DIRECT TO THE FIRE THE REMOVAL AND INSTALLATION OF NEW OR VIA THE RFI PROCESS AND MUST BE APPROVED SYSTEM WITH ALL OTHER TRADES, IT WILL BE THE DEPARTMENT AND ALARM CENTRAL TO ADVISE SPRINKLERS, MODIFICATION OF EXISTING MAINS, IN RECORD DOCUMENTS PRIOR TO BID. CONTRACTOR'S RESPONSIBILITY TO OBTAIN WORK IS COMPLETE. INSTALLATION OF NEW MAINS, REPLACEMENT OF 2. COORDINATE LOCATIONS OF FIRE PROTECTION APPROVAL OF THE CHANGES FROM BOTH THE 5. (FIRST FIRE WATCH OPTION) A FIRE WATCH SHALL BE THE EXISTING BACKFLOW PREVENTOR. COMPONENTS, INCLUDING PIPING, ALARMS, DRAINS, AUTHORITY HAVING JURISDICTION AND THE REQUIRED WHEN ANY FIRE PROTECTION SYSTEM IS 5. ALL NEW PIPING SHALL HAVE HANGERS INSTALLED TEST POINTS, ETC. WITH ARCHITECTURAL, OWNER'S DESIGNATED REVIEW CONSULTANT IN IMPAIRED OR OTHERWISE DOWN FOR ALTERATION. IN ACCORDANCE TO THE DETAILS LOCATED ON THE STRUCTURAL, MECHANICAL, AND ELECTRICAL ADDITION TO OBTAINING THE NECESSARY THE APPROVED FIRE WATCH SHALL BE CONDUCTED FIRE PROTECTION DETAILS SHEET. COMPONENTS. OBSTRUCTION TO SPRINKLER O APPROVALS, THE CONTRACTOR MAKE NOTE A OMUST BY A DEDICATED, TRAINED WALMART EMPLOYEE 6. ALL 1-INCH ARMOVERS (IF APPLICABLE) SHALL HAVE DISCHARGE MUST BE CONSIDERED DURING SHOP OF ANY FIELD OR COORDINATION CHANGES ON THE WHOSE SOLE RESPONSIBILITY WILL BE TO PERFORM A HANGER SECURED TO THE STRUCTURAL STEEL DRAWING PRODUCTION AND INSTALLATION; INSTALLATION DRAWINGS, AND THEN MUST HOURLY PATROLS OF THE PREMISES AND KEEP ONLY, NOT TO THE DECK WHEN THE LENGTH ADDITIONAL SPRINKLERS MAY BE REQUIRED AT NO PROVIDE A SET OF AS -BUILT DRAWINGS ONCE WATCH FOR FIRES AND WILL NEED TO DOCUMENT EXCEEDS 2'-0" WHERE STATIC PRESSURES ARE UP ADDITIONAL COST TO OWNER. REFER TO COMPLETE. THEIR WALK AND REPORT BACK TO THE GENERAL TO 100 PSI AND V-0" WHERE STATIC PRESSURES SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 9. CONTRACTOR MUST VERIFY ALL DROP DOWN CONTRACTOR AND WALMART MANAGEMENT. THIS EXCEEDS 100 PSI. 3. CONTRACTOR MUST VISIT THE BUILDING SITE TO LOCATIONS AT EXTERIOR WALLS WITH THE PERSON SHALL BE PROVIDED WITH AT LEAST ONE 7. CEILING GRID SHALL BE PERMITTED TO BE REMOVED DETERMINE THE FULL EXTENT OF THE EXISTING PROJECT MANAGER PRIOR TO INSTALLATION. APPROVED MEANS FOR NOTIFICATION TO THE FIRE IN AREAS WHERE REQUIRED IN ORDER TO FIRE PROTECTION WORK AND EXISTING 10. ALL PIPING MUST BE COORDINATED AROUND DEPARTMENT. COMPLETE THE WORK NEEDED SUCH AS DEMO AND CONDITIONS, BECOME TOTALLY FAMILIAR WITH THE FRAMING MEMBERS AND PROPERLY INSTALLED 6. (SECOND FIRE WATCH OPTION) A FIRE WATCH SHALL INSTALLATION OF NEW MAINS OR LONG DROPS. IN DISCONNECTIONS, REMOVALS, RELOCATIONS INSIDE THE BAR JOIST. BE REQUIRED WHEN ANY FIRE PROTECTION SYSTEM THIS CASE THE CONTRACTOR SHALL BE AND/OR RECONNECTIONS OF EXISTING FIRE 11. CONTRACTOR SHALL ROUTE PIPING AROUND ALL IS IMPAIRED OR OTHERWISE DOWN FOR RESPONSIBLE FOR REPLACING DAMAGED CEILING PROTECTION EQUIPMENT REQUIRED, AND OBSTRUCTIONS AND PROVIDE SPRINKLER ALTERATION. THE FIRE SPRINKLER CONTRACTOR TILE OR GRID DURING THE INSTALLATION. ALL CONDITIONS IN THE PROPOSAL FOR THIS PROJECT. PROTECTION UNDER OBSTRUCTIONS, AS DETAILED SHALL HIRE AN APPROVED OFF -DUTY FIRE FIGHTER REMOVED CEILING TILES MUST BE REPLACED AT NO EXTRA COMPENSATION WILL BE PAID FOR LACK IN NFPA 13 STANDARDS AS PART OF THE FIELD TO PERFORM THE REQUIRED FIRE WATCH. FIRE THE END OF BUSINESS DAY. AREAS LEFT EXPOSED OF SUCH DETERMINATION, FAMILIARIZATION, COORDINATION AT NO ADDITIONAL COST TO WATCH PERSONNEL SHALL BE PROVIDED WITH AT SUCH AS BUT NOT LIMITED TO REMOVED CEILING AND/OR ALLOWANCE. OWNER. LEAST ON APPROVED MEANS FOR NOTIFICATION OF GRID AND CEILING TILES SHALL NOT BE PERMITTED. 4. SUBMIT A REQUEST FOR INFORMATION FOR 12. ALL SPRINKLER DEFLECTOR DISTANCE THE FIRE DEPARTMENT AND THEIR SOLE DUTY SHALL 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR QUESTIONS REGARDING THE FIRE PROTECTION REQUIREMENTS SHALL BE IN ACCORDANCE TO THE BE TO PERFORM CONSTANT PATROLS AND WATCH PURCHASING AND INSTALLING MATCHING CEILING DOCUMENTS PER RFI PROCESS LOCATED IN THE STANDARDS OUTLINED IN NFPA 13. FOR THE OCCURRENCE OF FIRE. FOR HOT WORK TILES TO REPLACE ANY CEILING TILES THAT HAVE FIRE PROTECTION SPECIFICATIONS. 13. ALL PIPING PASSING THROUGH CMU WALLS SHALL OPERATIONS, A FIRE WATCH SHALL BE POSTED FOR EMPTY HOLES DUE TO SPRINKLER REPLACEMENT. 5. NEUTRALIZATION WALLS, IF PROVIDED, ARE SHOWN BE INSTALLED WITH ONE INCH CLEARANCE ON ALL THE DURATION OF THE WORK AND 30 MINUTES 9. USE EACH EXISTING OUTLETS FOR ONE NEW ARM ON THE ARCHITECTURAL DRAWINGS. REFER TO SIDES. (CORE DIAMETER EQUAL TO PIPE +2"). ALL THEREAFTER. OVER TO NEW SPRINKLER LOCATION UNLESS MECHANICAL DRAWINGS FOR NEUTRALIZATION CORES SHALL BE COORDINATED WITH STRUCTURAL 7. ONLY (1) ONE SYSTEM IS PERMITTED TO BE SHUT HYDRAULICALLY CALCULATED. CONTRACTOR SHALL WALL PENETRATION DETAIL. REINFORCING. CONTRACTOR IS RESPONSIBLE FOR DOWN AT ONE TIME. INSTALL 1" INCH MECHANICAL TEES IF ADDITIONAL 6. PENETRATIONS OF "RATED ASSEMBLIES" SHALL BE PROVIDING ALL CORING WITH PROPER CLEARANCE 8. ANY FIRE DEPARTMENT FEES FOR FAILURE TO OUTLETS ARE REQUIRED. AFTER THE DEMOLITION IS FIRE STOPPED WITH AN APPROVED MATERIAL PER AT ALL CMU WALLS. GENERAL CONTRACTOR SHALL FOLLOW PROCEDURES WILL BE AT THE GENERAL COMPLETE, THE NEW SPRINKLER SYSTEM SHALL METHODS REQUIRED BY PROJECT SPECIFICATIONS BE RESPONSIBLE FOR PROVIDING A TWO INCH CONTRACTORS EXPENSE. MEET ALL REQUIREMENTS OF NFPA 13. AND THE AUTHORITY HAVING JURISDICTION. CLEARANCE AROUND ALL PIPING PASSING 9. REQUIRED MEANS OF EGRESS SHALL BE MAINTAINED 10. CONTRACTOR SHALL PROVIDE NEW SPRINKLERS AS THROUGH CONCRETE SLABS. THE SPRINKLER AT ALL TIMES DURING CONSTRUCTION, DEMOLITION, NECESSARY DUE TO PANT, DAMAGE, ETC.. CONTRACTOR SHALL FILL ALL CLEARANCES WITH REMODELING OR ALTERATIONS AND ADDITIONS TO CONTRACTOR SHALL COORDINATE. APPROVED MASTIC. THE WALMART. ALL EXITS SHALL NOT BE BLOCKED, 11. THE CONTRACTOR IS RESPONSIBLE FOR FIRE SPRINKLER PIPING AND 14. ON THE SALES FLOOR AND SEASONAL SHOP, PRIME REDUCED OR OTHERWISE MADE INOPERABLE WHICH MAINTAINING THE FIRE LANES DURING THE AND PAINT ALL NEWLY INSTALLED PIPE, PIPE ALSO INCLUDES THE EXIT ACCESS, THE EXIT AND SPRINKLER SYSTEM UPGRADE PROCESS. THE DEMOLITION NOTES FITTINGS,AND SUPPORTS TO MATCH EXISTING EXIT DISCHARGE TO THE PUBLIC WAY. TEMPORARY CONTRACTOR SHALL COORDINATE WITH THE STORE CEILING. MEANS OF EGRESS ARE ALLOWED. MANAGER A STAGING AREA FOR MATERIALS AND . PROVIDE FLUSHING CONNECTIONS 1N ACCORDANCE 15. 10. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE TOOLS TO BE USED FOR PROJECT PRIOR TO START 1. CONTRACTOR MUST VISIT THE BUILDING SITE TO WITH THE STANDARDS OUTLINED IN NFPA 13. END OF EACH WORKDAY. OF WORK. DETERMINE THE FULL EXTENT OF THE EXISTING FIRE 16. PROVIDE ALL NECESSARY OFFSETS, RISES OR 12. THE SPRINKLER CONTRACTOR SHALL BE PROTECTION WORK AND EXISTING CONDITIONS, DROPS IN PIPING AND AUXILIARY DRAINS REQUIRED RESPONSIBLE FOR PREPARING THE SHOP BECOME TOTALLY FAMILIAR WITH THE BY BUILDING CONDITIONS. HYDROSTATIC TEST DRAWINGS, HYDRAULIC CALCULATIONS AND DISCONNECTIONS, REMOVALS, RELOCATIONS AND/OR RECONNECTIONS OF EXISTING FIRE 17. EXAMINE THE JOB CONDITIONS AND VERIFY ALL MEASUREMENTS, DISTANCES, ELEVATIONS, APPROVAL (BY THE ENGINEER OF RECORD AND AHJ) AS WELL AS INSTALLATION. PROTECTION EQUIPMENT REQUIRED, AND CLEARANCES, ETC. 13. THE SPRINKLER CONTRACTOR MUST FIRST SUBMIT CONDITIONS IN THE PROPOSAL FOR THIS PROJECT. 18. ARCHITECTURAL AND ELECTRICAL BACKGROUND DOCUMENTS, AS OUTLINED IN THE PROJECT NO EXTRA COMPENSATION WILL BE PAID FOR LACK INFORMATION IS SHOWN FOR COORDINATION BUILDING SPRINKLER SYSTEM(S) INVOLVED IN THIS SPECIFICATIONS, TO THE FIRE PROTECTION OF SUCH DETERMINATION, FAMILIARIZATION, AND/OR PURPOSES ONLY. REFER TO THE CONTRACT SCOPE OF WORK SHALL BE HYDROSTATICALLY TESTED ENGINEER OF RECORD FOR APPROVAL. AFTER THE ALLOWANCE. DOCUMENTS FOR LOCATIONS, SIZES AND INACCORDANCE WITH NFPA 13. MOREOVER, THE APPROVAL GIVEN, THE CONTRACTOR MUST 2. UNLESS INDICATED OTHERWISE, DISCONNECT AND QUANTITIES OF OTHER TRADE WORK. FOLLOWING TWO 2 HYDROSTATIC TESTS SHALL BE O T SUBMIT TO THE AUTHORITY HAVING JURISDICTION REMOVE ALL EXISTING FIRE PROTECTION 19. SPRINKLER SPACING SHALL BE PER NFPA 13 PERFORMED BY THE CONTRACTOR: FOR INSTALLATION PERMIT. COMPONENTS NOT INTENDED TO BE REUSED. UNLESS OTHERWISE NOTED ON PLANS AND/ OR 1. THE FIRST HYDROSTATIC TEST SHALL BE 14. THE CONTRACTOR SHALL COORDINATE WITH THE 3. DISCONNECT, RELOCATE, AND RECONNECT PROTECTION CRITERIA LEGEND. PERFORMED BY THE CONTRACTOR PRIOR TO STORE MANAGER ON THE AREA TO BE WORKED ON EXISTING FIRE PROTECTION SYSTEMS AND 20. INTERFACE SPRINKLER SYSTEM WITH FIRE START OF SPRINKLER SYSTEM SCOPE OF AT LEAST 24 HOURS IN ADVANCE. EQUIPMENT WHERE REQUIRED. PROTECTION SUPERVISORY SYSTEM. WORK ("PRE -SCOPE HYDRO TEST"); AND 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY 4• NOTE CAREFULLY THAT THE FIRE PROTECTION 21. ALL MATERIALS SHALL BE UL LISTED OR FM 2. THE SECOND HYDROSTATIC TEST SHALL BE DAMAGE TO ANY OF THE STORES CONTENTS DRAWINGS ARE INTENDED TO INDICATE, ONLY APPROVED_ SPRINKLER PIPE SHALL BE PERFORMED BY THE CONTRACTOR AFTER (MERCHANDISE), OR THE BUILDING COMPONENTS AS DIAGRAMMATICALLY, THE EXTENT AND THE GENERAL MANUFACTURED TO STANDARDS RECOGNIZED BY COMPLETION OF CONTRACT SCOPE OF WORK A RESULT OF THE WORK SHOWN ON THE CONTRACT CHARACTER AND LOCATIONS OF THE WORK NFPA 13., THREADED PIPE SHALL HAVE A ("POST -SCOPE HYDRO TEST"). DOCUMENTS. INCLUDED. PROVIDE ALL WORK OBVIOUSLY CORROSION RESISTANCE RATING OF 1.0 OR 16. THE CONTRACTOR SHALL REPAIR ANY LEAKS OR INTENDED, BUT HAVING MINOR DETAILS OMITTED OR GREATER. CRIMP -TYPE COUPLINGS SHALL NOT BE THE HYDROSTATIC TESTS ON EXISTING SPRINKLER REPLACE ANY LEAKING COMPONENTS AFFECTED BY NOT SHOWN. COMPLETE AS REQUIRED TO USED. THREADABLE THINWALL PIPE WITH SYSTEM SHALL BE CONDUCTED AT A PRESSURE OF THIS SCOPE OF WORK AT NO ADDITIONAL COST TO PERFORM THE FUNCTIONS INTENDED. FOLLOW THE CORROSION RESISTANCE RATING OF LESS THAN 1.0 200 PSI FOR 2 HOURS. NEW SYSTEMS SHALL BE THE OWNER. CONTRACT DOCUMENTS FOR BUILDING DETAILS SHALL BE USED ONLY WITH ROLL GROOVE FITTINGS. TESTED PER PRESSURE REQUIREMENTS OF NFPA 13. AND FIT THE WORK OF THE FIRE PROTECTION 22. IF REQUIRED, PROVIDE 24 VOLT AC, ELECTRIC BELL, DRAWINGS AND SPECIFICATIONS THERETO. MODEL NO. PBA248, ELECTRIC BELL BY POTTER THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR 5. REMOVE ALL DEMOLITION MATERIALS AND DEBRIS ELECTRIC SIGNAL OF ST. LOUIS, MISSOURI, LOCATE WATER SUPPLY DAMAGE TO CONTENTS OR BUILDING OCCURRING "PRE TO AN APPROVED DUMPING SITE AND CLEAN ALL AS REQUIRED BY AUTHORITIES HAVING DURING THE -SCOPE HYDRO TEST" PROVIDED ALL FIRE PROTECTION WORK PRIOR THE PROJECT JURISDICTION. PROVIDE NEW DOUBLE POLE VANE REASONABLECOMMERCIALLY COMPLETION. OLOS, OR PRUDENT TOPROTECT CONTENTS OR BUILD BUILDING INFORMATION 6. PEE FORMALL WORK ACCORDING TO THE PROJECT OTTEROE ELECTRIC SIG AL OF ST.MODEL M SSOURI. COMPONENTS WERE FOLLOWED FOR APPROPRIATE PHASING SCHEDULE INFORMATION FOR THIS SET ADJUSTABLE DELAYED SIGNAL AT 30 SECONDS. TEST STATIC AT SRC: 55 PSI TEST PROCESS. CONTRACTOR SHALL COMPLETE PROJECT. PROVIDE ALL NECESSARY FIRE MOUNT WATER FLOW INDICATORS NO HIGHER THAN REPAIRS AND / OR REMEDIATION TO EXISTING TEST RESIDUAL AT SRC: 50 PSI AT 1030 GPM PROTECTION WORK, TEMPORARY AND/OR 6 FEET ABOVE FINISH FLOOR. SYSTEMS REQUIRED AS A RESULT OF DEFICIENCIES OTHERWISE, AND USE WHATEVER MEANS 23. ALL SPRINKLER SYSTEMS THAT ARE TO BE IDENTIFIED DURING PRE -SCOPE TESTING AS AN INFORMATION DERIVED FROM A WATER REPORT BY NECESSARY, TO CONFORM TO THE REQUIRED MODIFIED SHALL BE HYDROSTATICALLY TESTED PER ADDITIONAL SERVICE. (CUHACI & PETERSON) FROM A FLOW TEST CONSTRUCTION PHASING OF THE PROJECT. NFPA 13 PRIOR TO SPRINKLER SYSTEM THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE CONDUCTED ON 11/05/20. THE TEST WAS CONDUCTED 7. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR MODIFICATION AND SHALL BE RE -HYDROSTATICALLY 1YDRANT FOR DAMAGE TO CONTENTS OR BUILDING OCCURRING AT 10:00 AM EST. REPLACING ITEMS DAMAGED DURING DEMOLITION TESTED AFTER COMPLETION OF WORK. DURING THE "POST -SCOPE HYDRO TEST" PROCEDURE AND CONSTRUCTION. 24. DO NOT HANG OR SUPPORT ANY LOADS OR MAKE ORIGINATING IN EXISTING OR NEW SYSTEM FLOW TEST ELEVATION: 100.0 FT AMSL 8. CONTRACTOR SHALL PATCH ALL HOLES TO MATCH ANY ATTACHMENTS TO THE METAL ROOF DECK OR COMPONENTS. CONTRACTOR SHALL COMPLETE BUILDING PAD ELEVATION: 100.0 FT AMSL ADJACENT SURFACES LEFT UNUSED AFTER EXISTING JOIST BRIDGING. REPAIRS AND / OR REMEDIATION TO EXISTING SPRINKLER PIPING OR EQUIPMENT IS REMOVED AND 25. SAMMY SCREWS ARE NOT PERMITTED. SYSTEMS REQUIRED AS A RESULT OF DEFICIENCIES THE WATER SUPPLY IS MODIFIED BY THE FOLLOWING: VACATED FROM THESE HOLES. 26. CEILING FLANGES ARE NOT PERMITTED. IDENTIFIED DURING POST -SCOPE TESTING AT NO 9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND 27. PROVIDE RETAINING STRAPS ON HANGERS WHERE ADDITIONAL COST TO WALMART. + 0.0 PSI DUE TO ELEVATION DIFFERENCE MAINTAINING FIRE DEPARTMENT ACCESS ROADS REQUIRED. WHEN CONDUCTING HYDROSTATIC TESTING ON BETWEEN TEST AND BUILDING THROUGHOUT THE PROJECT. 28. CONTRACTOR IS TO COORDINATE FINAL SPRINKLER EXISTING SYSTEMS AS REQUIRED BY NFPA 13, _ 5.0 PSI WALMART SAFETY FACTOR 10. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE HEAD LOCATIONS AND PIPE ROUTING SUCH THAT CONTRACTOR SHALL TAKE SUCH ACTIONS AS MAY BE DEMOLITION SHALL BE LEFT IN SERVICE. THEY DO NOT INTERFERE WITH NOR RECEIVE NECESSARY TO REDUCE POTENTIAL DAMAGE TO DESIGN STATIC AT SRC: 50 PSI 11. THE CONTRACTOR SHALL PROPERLY NOTIFY THE DAMAGE FROM THE NORMAL OPERATIONS OF THE CONTENTS AND BUILDING DURING EXECUTION OF DESIGN RESIDUAL AT SRC: 45 PSI AT 1030 GPM LANDLORD. THE LESSOR AND THE ADJACENT AREA. SCOPE OF WORK, INCLUDING BUT NOT LIMITED TO THE TENANTS A MINIMUM OF 48 HOURS IN ADVANCE FOLLOWING: BEFORE PROCEEDING WITH THIS WORK. ALL WORK 1. USE OF LOW CAPACITY PRESSURE PUMP TO SHALL BE SCHEDULED IN ADVANCE. INCREASE PRESSURE IN SYSTEM AT INCREMENTAL RATE TO LIMIT SURGES IN SYSTEM;AND 2. PROVISION OF WORK STAFF DEDICATED TO MONITORING THE IMPACTED SYSTEM AREA DURING PRESSURE APPLICATION AND DURING HYDROSTATIC TEST FOR SIGNS OF SYSTEM COMPROMISE (MINIMUM 1 PERSON / 20,000 SQ. FT. AREA) ; AND 3. MAINTAINING DEDICATED PERSON AT SYSTEM CONTROL VALVE IN CONSTANT COMMUNICATION WITH SYSTEM MONITORS TO SHUT OFF TEST PUMP AND DRAIN SYSTEM IN EVENT OF SYSTEM FAILURE OR LEAK; AND 4. PROVISION OF READY SUPPLIES PRIOR TO START OF TESTING TO FACILITATE DAMAGE MINIMIZATION IN EVENT OF SYSTEM FAILURE (TARPS / PLASTIC SHEETING, WET / DRY VACUUM ETC.); AND 5. COVERING HIGH VALUE EQUIPMENT PRIOR TO TESTING; AND 6. LIMITATION OF TESTING TO ONE SYSTEM AT A TIME; AND 7. TESTING OF SYSTEMS DURING OFF HOURS / OVERNIGHT. AIR RELEASE VENT ONE AIR VENT MUST BE INSTALLED ON ALL WET TYPE FIRE PROTECTION SYSTEMS INCLUDING SYSTEMS NOT AFFECTED BY THE REMODEL SCOPE OF WORK. EACH AIR VENT IS TO BE INSTALLED AT THE HIGHEST POINT OF THE SYSTEM AND PREFERABLY ON THE MAINS. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING THE HIGHEST POINT OF EACH SYSTEM AND INSTALLING THE AIR VENT IN AN ACCESSIBLE LOCATION. IF THE AIR VENT IS TO BE INSTALLED ABOVE AN EXISTING CEILING THE CONTRACTOR MUST PROVIDE SIGNAGE PER NFPA 13. REF 3-FP3. GENERAL UNDERGROUND NOTES 1. ALL UNDERGROUND IS SHOWN FOR HYDRAULIC REFERENCE ONLY. 2. SEE CIVIL DRAWINGS FOR EXACT LOCATIONS IF AVAILABLE. 3. NO NEW WORK UNLESS OTHERWISE NOTED. PLACARD INFORMATION THE FOLLOWING INFORMATION MUST BE SHOWN ON THE PLACARDS FOR EACH UL PERFORMANCE BASE DESIGNS. USE A PLACARD FOR EACH CALCULATED DESIGN. PLACARDS SHALL BE ENGRAVED METAL SIGNS. REFERENCE SPECIFICATIONS FOR ADDITIONAL INFORMATION. PLACARDS THAT ARE INSTALLED WITH INFORMATION WRITTEN PERMANENT MARKER WILL NOT BE ACCEPTED. APPLICABLE CODES CODE STANDARD EDITION NFPA 13 2013 NFPA 25 2014 FFPC 6TH CONTACT INFORMATION DOCUMENTS INCLUDE JURISDICTIONAL REQUIREMENTS PROVIDED BY THE FOLLOWING CONTACTS: CIT OF ZEPHYRHILLS FIRE DEPARTMENT: BRIAN SWARTOUT, FIRE CHIEF (813) 780-0020 SHEETINDEX SYSTEM #: X AREA: X SPRINKLERS CALCULATED: X THERE IS NO INDICATION OF MIC SPRK END HEAD PRESSURE: X FP1 OVERALL FIRE SPRINKLER PLAN (MICROBIOLOGICALLY INFLUENCED HOSE DEMAND: XSYSTEM CORROSION) IN THE EXISTING BUILDING. FLOW DEMAND: X FP2.1 OPERATIONAL FLEXIBILITY FIRE SPRINKLER SYSTEM PRESSURE DEMAND: X PLAN SYSTEM 1 SYSTEM SAFETY FACTOR: X FP2.2 OPERATIONAL FLEXIBILITY FIRE SPRINKLER INSTALLING CONTRACTOR: X PLAN SYSTEM 2 FP2.3 OPERATIONAL FLEXIBILITY FIRE SPRINKLER UL PERFORMANCE BASE DESIGN PLAN SYSTEM 3 PROJECT 4788122552, NC27954 FP2.4 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 4 FP2.5 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 5 FP3 FIRE PROTECTION DETAILS STORE ADDRESS 7631 GALL BLVD ZEPHYRHILLS, FL uwiLLwOF �LLz �- ���N� F°a=x� w U) 0--s¢ -02-hg w ZU W= wI2w2x-Z�Fw-Z~Oo aNEJ0zWyUOQN§ m F- J W Zed W �i a¢mF=F���oow�w Z o � Z, � F N WO ww Q- ~O Z H' W W ~ J ZL!0;=,0ww� O of d z W w H� w Z J 0 Z W=(r w W W w Z � F O W2 �- maZr wLL0009�'¢0� =Z0¢�' mw��Za�w (n �--OUoo1C�aawaam w m a m % T V CO Co 0 LL d• O (6 ~O of -- o o a T 1 ry O O Z N to N W N 0 r O I..L U) W N w m 75 D z m O ISSUE BLOCK CHECKED BY: AV DRAWN BY: PO PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 PAUL V ii�9 ... f Q No 1 i�O STATE OF ' V- F LORIDP'. ` N'1�� G 11 /09/2020 OVERALL FIRE SPRINKLER PLAN c OVERALL FIRE SPRINKLER PLAN 1" = 40'-0" 0 20' 40' 60' SCALE: 1 "=40%0" UNDERGROUND PIPING SHOWN FOR HYDRAULIC CALCULATION PURPOSES ONLY. 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: FP1 SALES FLOOR & INTERIOR GARDEN CENTER - (NRC - OPTION 2B) 25 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE) 10 PSI (12 SPRINKLERS - 4 SPRINKLERS 13 LINES) 250 GPM HOSE q 140 SQ FT MAXIMUM SPACING 1 i 1 13 I CLASS I -IV ON SHELF TO 12'-0" 26-0" CEILING HEIGHT 5'-0" AISLES• UL LLC TECHNICAL REPORT PROJECT 4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TESTS GONDOLA 10041702 F -- -- --�., - - -- - - - - - - Ti ---- - - - - T - I 6 17 }- - 16 - 18 4- - 6 -19 �6 I 8'-01, } 11'-01, } 11'-011 3'-6"I I T b b T ! N 1 f I I I 160 1 I I I III + + III I I I I t o I I I I Ii I I I N I A I I. I I 1 t o I I I N l60 I I I I I I I I t o I I I I �- - 1---- -- - - - -- - I- -N - °° E - --- - I I I t o N I I IIF I I I I I I I I co I I N I A I I I I II I I I Nim4 ar nI io I � 00 128 146 + 164 I 1 I t N I A I I I� �I I I I ¢ 127 145 ¢ 163 Ii I I ;/- - I I ---- I 1 t o N I A - - - I I I I I - --� 126 - --- 144 162 Q I -- Hydraulic Information Remote Area Name System 1 Sales - 2s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 2 @ 25.00 psi K-Factor 11.2 Total Water Required 362 GPM Total Pressure Required 37.36 psi Base of Riser 362 GPM Base of Riser 37.36 psi --Safety Margin +11.92 (24.19%) Hydraulic Information Remote Area Name System 1 Sales - 12s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 12 @ 10.00 psi K-Factor 11.2 Total Water Required 676 GPM Total Pressure Required 26.78 psi Base of Riser 676 GPM Base of Riser 26.78 psi --Safety Margin +20.92 (43.86%) t o I 1 I I N I A14 125 143 +} 161 1 I I I l 0EO 003 I t' II I I l o l I I I I I O I I I I I I I N I a, I I I I N I A I I I I ♦ ♦ ♦ �C06)♦ o 1 I I N I o I I I I I I I N I , I I I I I I I t N o I I I I I j I I I I I I I I I Nown mm I00I I I I I I I I N1 - - - IO - - O - -♦ - l21J3 20 6 6 6 6 6 6 --1-3'--0--13-'-0- 12 N 7'-11" I 13'-0" 13'-0" 13'-0" A I I N 1 1 t I I �♦ �♦,� I I I t N o I I ► I I; f i I I I I I I I I t o I I I I I II N I I I N I co I I I I I I N 1 I 1 N ' 3 I 3' 3 N I `0 3 ' 3 I 3 f 3 ' 3' 38 L F 25 - 26 27 ;t 28 29 30 31 32 24 ♦O 15'-0" ♦ 10'-6" ♦O 13'-6" N ♦ ��13'-6" ♦-!10'-0.1 ♦ 11'-0" ♦O11'-0" TI I I I 33 -J 1 I I N I I ! I f I + 80 I I I N I A I I I I I hI II � f N, B OPERATIONAL FLEXIBILITY SYSTEM 1 B 3/32" = 1'-0" 2 iR 9\ STOCKROOM - GMIGR (OPTION 4) 12 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE) 7 PSI (12 SPRINKLERS -4 SPRINKLERS / 3 LINES) 250 GPM 100 SQ FT MAXIMUM SPACING CLASS I -IV RACK STORAGE TO 16-012'-0" (18'-0" CEILING HEIGHT), 4'-0"/0'-6" AISLES; UL LLC TECHNICAL REPORT PROJECT 4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TEST SRR 04191702 / DRR 09191702 & 09261702 / MRR 09211702 Hydraulic Information Remote Area Name System 1 GM Stock - 2s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 2 @ 12.00 psi K-Factor 16.8 Total Water Required 367 GPM Total Pressure Required 23.70 psi Base of Riser 367 GPM Base of Riser 23.70 psi Safety Margin +25.56 (51.88%) SALES FLOOR & INTERIOR GARDEN CENTER - (NRC - OPTION 2A) 30 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE) 18 PSI (9 SPRINKLERS - 4 SPRINKLERS 12 LINES & 1 SPRINKLER / 1 LINE) 250 GPM HOSE 140 SQ FT MAXIMUM SPACING CLASS I -IV ON SHELF TO 12'-0" (25'-0" CEILING HEIGHT), 5'-0" AISLES; UL LLC TECHNICAL REPORT PROJECT 4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TESTS GONDOLA 10021702 & 10031702 / SRR 06151702 Hydraulic Information Remote Area Name System 1 Seasonal Shop - 2 Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 2 @ 30.00 psi K-Factor 11.2 Total Water Required 373 GPM Total Pressure Required 44.05 psi Base of Riser 373 GPM Base of Riser 44.05 psi Safety Margin +5.19 (10.54%) a Hydraulic Information Remote Area Name System 1 GM Stock - 12s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 12 @ 7.00 psi K-Factor 16.8 Total Water Required 804 GPM Total Pressure Required 25.03 psi Base of Riser 804 GPM Base of Riser 25.03 psi Safety Margin +21.81 (46.56%) I (0 I I N I o o N zo Hydraulic Information Remote Area Name System 1 Seasonal Shop - 9 Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 9 @ 18.00 psi K-Factor 11.2 Total Water Required 692 GPM Total Pressure Required 38.18 psi Base of Riser 692 GPM Base of Riser 38.18 psi Safety Margin +9.42 (19.79%) i is I I N l o l I I I N 6 0 16. 1 4 6 mm 3' - 201 12' - 0" zo2 12' - 0" N -N I � I 1063 I 38 I S O N N it o N A I I I 1 I I I I: ao � I � i it � = it = I II I I I I 1 I l i0 1 I I I I I N I io' ' d 6 i•Y N -3' - 1111 N I ,I CD I � ' I I I I I N I I Iq LO i / I / 9 - - - - - -- -- - - - - -CO - -- -- CO $ ♦ `° 3 ♦ 3 ♦ 3 ♦ 3 CV 3 / 10 15'-0" 11 10'-6" 12 13'-6" �3 13'-6" 0'-11" I I I { 0 1 1 16 N 1 O I 15 I I I t o I I i i i 1 I I I I t o I I L I I I I ( o I I I L\ I I I I N I I I t o I N I a7 I+ 1 I I I I N l o I f I I I I O 1 1 I I I N 'ERATIONAL FLEXIBILITY SYSTEM 1A = 1'-01, a� =ozU ¢ W�,d5wQ C0 O���Q Ow�FwLu � #- U W 2 LLpaF�¢00 Z¢ aaZOW�-7'ZW d' O zwa irr¢Qa=Q�oo� a~0 xZ =W=W ¢rn-r- no � o� w = O 0 'W- X�jWWroo C9U¢�� OCiUC'ZY J D �Wa zwZ��fYO�� gaOwa- 6-6'.x-WZUZ a- 0 W W 0 W n W W W W cn¢Z � Wuw.000J¢O0 Z ZO¢LL2WWWzWWW CO H O UC]C] P R a a W o am z Cn z O U W m 4. U) Do 1 C0 0 0 L- U) O co 0 o O a a - ryO O Z N o N LtJ N C� TT �.r }- A � W N w m D z m O 3 ISSUE BLOCK CHECKED BY: AV DRAWN BY: PO PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 "tjjjA11111jir// � �''b�GENSF • , � �i QO No 5 * !D� ., 0 STATE OF At- .. ''•j°COR19p •'' �'# �lONAti ���� �• 11 /09/2020 'OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 1 M SHEFFP2.1 SALES FLOOR & INTERIOR GARDEN CENTER - (NRC - OPTION 28) 25 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE) 10 PSI (12 SPRINKLERS - 4 SPRINKLERS / 3 LINES) 250 GPM HOSE 140 SQ FT MAXIMUM SPACING CLASS 14V ON SHELF TO 12'-0" (26-0" CEILING HEIGHT), 5-0" AISLES; UL LLC TECHNICAL REPORT PROJECT 4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TESTS GONDOLA 10041702 Hydraulic Information Remote Area Name System 2 Sales - 2s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 2 @ 25.00 psi K-Factor 11.2 Total Water Required 362 GPM Total Pressure Required 39.78 psi Base of Riser 362 GPM Base of Riser 39.78 psi Safety Margin +9.5 (19.27%) Hydraulic Information Remote Area Name System 2 Sales - 12s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 12 @ 10.00 psi K-Factor 11.2 Total Water Required 678 GPM Total Pressure Required 39.86 psi Base of Riser 678 GPM Base of Riser 39.86 psi Safety Margin +7.83 (16.42%) 8 j 9 0 ; E t o I I I I I L 1 t o ItzwOEM tcom GEM MMI4mm 1 N I AEO I ! I 424 397 + 369 N I O I I I I I I t o 1 I I I I I I I N l o oI I I I ! ¢ 425 398 f 370 I O 1 I I I I I I o I O I O I N I I I I I L I N I 1 I I O N I A I I I I I I N 1EO l I 427 400 �j 372 N I ao I I I I I I N N lEO 1 I I I I I l oo I I I + + t N o I A I 1 I I I I N I A I I I + + N I I I I I I I N I A I I N I o I I I I ( I N I o I I I IZO I I I I I I IEO I I I 7 t o I I I I 1 I t o I 1 N IEOI I I I I I N 180I I t N I o I I I 1 I I N � I O I 1 I 1I I I I I I Iao+ + I 1 I O I 1 I I I ! I O I I I N I N A 1 1 I I I I I A I 1 I ! 0 1 I ! ! ! ! l 0 1 ! I N I oo I I I I I I N I A 1 I + + N I I I I I I j I N I A I f I I ♦ + + 80 N I 00 00 `V _' 3 '�' 3 3 3 3 3 1. 13' - 6 I 13 - 6 I 13 N 1 t - 54 — — — — — T 55 �� - 57 — — — — — — — = — -6" I 15'-0" ( 15'-0" I 13'-6" � N ti N I A I I I I I OPERATIONAL FLEXIBILITY SYSTEM 2B 3/32" = V-0" 5 =j _3 I 3 I 3 I 3. '1 3 13' - 6" 61 13- 6" 62 13' - 6" 63 6' - 10" I 8'- 2" I s4 _ to SEE FP2.3 FOR CONTINUATION —� LO ♦ N I 42 N --3-- ♦ 3 13' - 6" 0 I 43 , - 1'� O I o N I I O I N I o I � I I I o I I o N 1 N I O I I o N I I O I I o I- F I -�/)' o N I rn I I I o N I ao I I I o N I oo I I N I O I co I I N I O I � I 8 9 G 10 i.0 a 3♦ .3 ♦ 3 ♦ 3 ♦ 3 ♦ 3_ ♦ 3 ♦ 3 ♦ 3 - - - - - - - 65 6" -5-0- 3-- - 92,9� O13' 1'-" 1'-6" 13'-6" '-6" (O 13 -6�t O49 15'-0" NIo 51 I I I I I I O I I I j I I I I I N N I i I I I I I N I I I I I N I I I I I t o I I I I I I I N I o I I I I I I I I t o I I 1 I I I I t o I N I I I I I N I O I I I I I I I I N( o I I I I I I I I N I O I I I 1 I I I I I CO I I I I i T I t I I N I o I I I I I I I I80 I I I 1 I I I I N I A I I I I i I I I I I N 1 I ! I80 I I -- - -- - -- - - ... -- 1 --- ----- - -- --- I- - - - . - I ---- - 1 - --- -- - - -- - -- - I - -- I -- - ill i OPERATIONAL FLEXIBILITY SYSTEM 2A 3/32" = V-0" wLLwot- W fn 0¢ 02aFwo ui U0 �pxz4 =H_Op-0zW~zzw fY O armt 0Z0WW7, <a NoS ir��d�aaxa�o LL X 0 0. (� `-' 3U ZN�X0.'5UWO Q zw VOo~OW9}�gwlzO 00W0W xWWww_ zwzo z d U)¢zFLLw5-000 0 =zo¢-�watwzcrnfw U) FOUOUFWMELWOam I- z D U) z 0 U W m W /1 /1 \U\ /UJ N O CO C:D O O IL y O J N 6 o W J 1- W CO Z O N LLI N 0 r O O W V of W m D Z M 0 ISSUE BLOCK CHECKED BY: AV DRAWN BY: PO PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 `jItI1111!///AmL f� rQ� • �r,GEN3F • �`*�� i Q � N 5 86 • tor_ �.p i�O STATE. OF •'.I(/�` G 11 /09/2020 'OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 2 i SHEET- FP2.2 ----------------------------------------------------------------------0�-------- I I i I I i I I I ( ( I ( I I I ` I ;5 i71 170 8 40 348 1330 90 36 5 7 � 3 69 35 4 66 34 6 n -�/ 2 2 2 2 )) j T 76 T 20' - T 4 Ili74 FP3 +— --- ---- 3 -6 10'-0 10 -0 10 -O�I t 71 I`—{��4 I 53 I N°° 161'-7"�0"T Lo 1 3 3' 3 3 3 3 N 3 E T 3 3 3 3 I I I 3 1 3 (" I� 3 1 3 1 1 1 III w �—� I— , 1 I— n —1 -- T--- } -- �— _------------ --- - SEE 2.5 OR }—(V ---t------------- —}--� CONTINUATION Ifi / _' I M =_ 2 -6 9 -0 �= 9 0" -� 9'-0" 9'-0" 8' 0" —I 10'-0' I 10'-0" 1 10'-0" I 10'-0" I I'18'-11" ! ��10'-6" 10'-8" _ 6'-10" T-5" L_ i _ to (" (---------3-- —3 r` � � i � �� I � �� I ! l � I -C.01' - 6" 5' - 10" �I i J — 01\\- N10 _ !I n L — - I ! UPSIZE EXISTING SYSTEM 4 3" MAIN TO 4" NO HEAD SWAP ON SYSTEM 3. ! N I o SEE FP2.1 FOR --- I VIEW SHOWN FOR MAIN i �. � I coCONTINUATION , REFERENCE ONLY. LoLo 1 j UPSIZE EXISTING SYSTEM 2 3" MAIN TO 4" N 77 h 1 I\ I {{I SEE FP2.2 FOR ,3ae CONTINUATION — — - SEE FP2.4 FOR CONTINUATION OPERATIONAL FLEXIBILITY SYSTEM 3 3/32" = l'-0" c6=oQ 1-09. ¢ w (n 2w S Q- O_'cna I-m�2t xWo Ow W o}HO¢�¢>�Q d'=HLLOU, zwHwOz9a MW3: w-Zw�UF- 21- aavi~F���oow�= LL o O �lnw N-T wof zdwQ'ho F- 00<ww 000wmZ} 0ma �UpEOUPrn �� mz afa� tw~�ir3ujocowo�w ¢n¢LLZLL00(9Oo wE -TwU) ==zo¢LL 1-OUooxfLD-W0d0 ry m 00 0 0� 0 O rn_n rn VJ O --� ° o� a o Uv O N A/ M Lo O O Z (v W N 0 = O 0 W N w m z O ISSUE BLOCK CHECKED BY: AV DRAWN BY: PO PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06120 PAUL `1 ��•' WCENg� • . � ��i `~ Q : 20F 8 O• F 11 /09/2020 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 3 2 CL ( N O1 gZ SHEET• FP2.3 Hydraulic Information Remote Area Name System 4 Sales - 2s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 25 GPM Flowing Heads 2 @ 25.00 psi K-Factor 11.2 Total Water Required 137 GPM Total Pressure Required 40.29 psi Base of Riser 137 GPM Base of Riser 40.29 psi Safety Margin +9.59 (19.23%) Hydraulic Information Remote Area Name System 4 Sales - 12s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 12 @ 10.00 psi K-Factor 11.2 Total Water Required 678 GPM Total Pressure Required 44.75 psi Base of Riser 678 GPM Base of Riser 44.75 psi Safety Margin +2.94 (6.17%) SALES FLOOR & INTERIOR GARDEN CENTER - (NRC - OPTION 2B) 25 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE) 10 PSI (12 SPRINKLERS - 4 SPRINKLERS / 3 LINES) 250 GPM HOSE 140 SQ FT MAXIMUM SPACING CLASS I -IV ON SHELF TO 12'-0" (25'-0" CEILING HEIGHT), 5'-0" AISLES; UL LLC TECHNICAL REPORT PROJECT 4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TESTS GONDOLA 10041702 5� 6 7i ---- _ r : I Ie0wINM ammI I I ED N 180 I I I I I I I I I I I I I �j 778 + 750 ¢ 722 i j ! I I j� 777 lO I ¢ 749 lO I 721 t ocli {EO +I I I I I I I I I I I I O IEO I I I I I I I I I I I I I I 776 748 ¢ 720 O I I I I i I I O N 160 I I I I I I I I I I I I I l iN l•.. �--- ---- --- -- - - ------- ----—...-------j - - --- -. .-f�1 -- fiC-.-- j-__.. _...----._ _ .._--- - ----------fl -- - -- \' I I I t o N i I I I I I I I I I I I cp I I I ► I I N( o I I I I ► I I I I i I I I I I I I I I I I I I I N I o l 60 I I I I I I I I I I I I I I I I I I I I N I o IZO j I I I I I I I I I I I I j l I I I 1 / V---- - - -- -— I I I I - - N I o I 60 j - - I I - I I - - - I I -- - I I -- I { I ! I I --_. I I I Ibo I I I I I I I I I I I I I N{ o IEO I I I I I I I I I I I I I I I I I N 180 I I I I I I I I j I I I 180 I I I I I I I I I I I I I I I o N I ZO + I I I I I I I I I I 1 I I I I I I I I I N I I CO I I I I I { I I I I I I I I t 3 3 'i 3 N N 3 3 t' 3 3 3 'i' 3 3 I -4 81 - 82 I 14'-0" 4' -0' 1 13'-6 + 086 I 1 113'-6" 13'-6" 13'--6"- - � 92 1-3' --614-0" I O I I N I I I I I I I I o Ed n IA i i OPERATIONAL FLEXIBILITY SYSTEM 4B 3/32" = 1'-0" H F — ! 7 SEE FP2.3 FOR CONTINUATION - UPSIZE EXISTING 3" MAIN TO 4" - 3 3 3 j N 3 3 3 3 3 3 3 l 1065 I� III 1368 II 7�2 I� ( -I ---------- 14 0 -0 14 -0 14 0 14 -0� 14' 0" 13 6" 6" I 13'-6" I 13'-6" I 13'-6" QD I I I F l o I I I i I I I j I I I N I o I I I I I I I I I I I I I o I I I I I I I N I I I t o I I I I I I I I I N I 5i I I I I I I I I t I I o I I I i I I I II j I I I I O I I I I I I I I I N I I I I t o I I I I I I I I I t o I I I I I I I I I I i l o I I I I I I I I I N l I I t o I I I I I I I I I N I I I t o I I I I I I I I I t o I I I I I I I I I N I A I I I I I I I I I I O I I I I I I t I I N l 30 I I I I I I I I I I O I I I i I I I I I I N I A I I I I I 1 i OPERATIONAL FLEXIBILITY SYSTEM 4A 3/32" = V-0" 3 79 795 14'-6„ 83 I I I I I II 'I �I I I I I I I I I I I I I ! I I I S'�-'OOF W U) 11 pRML0:12<5 �Q Q atW OZOW 20 QN WN�mFW-�j �W O2''-Zx a¢ciW�J Z O arWo0_-Wo z0- �vSZNOMW5-.0 p8- C1Ugm� OC7U�xZ} rL D 3Vo�r �v�}viiicn¢ :RZwaiWvWWZUZ D. w0�W a0mazWLL5 - �000 ZWOf of Ix W U) OOOQF=o!aaW0MM W m D_ U) %0 i C� 0 0 U rn C.0 O 1­a o w' (r O z M LO O N 1..1... LU N O gg W N rr W Z 00 O ISSUE BLOCK CHECKED BY: AV DRAWN BY: PO PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 ``��111111/7��f PAUC IV '�;�ceasF�tE`y% �4W VNo52 i�0 • STATE OF 11/09/2020 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 4 SHEET- FP2.4 STOCKROOM - GM/GR (OPTION 4) 12 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE) 7 PSI (12 SPRINKLERS - 4 SPRINKLERS / 3 LINES) 250 GPM 100 SQ FT MAXIMUM SPACING CLASS HV RACK STORAGE TO 15'-0'/12'-0" (18'-0" CEILING HEIGHT), 4'-0"/0'-6" AISLES; UL LLC TECHNICAL REPORT PROJECT 4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TEST SRR 041917021 DRR 09191702 & 09261702 / MRR 09211702 Hydraulic Information Remote Area Name System 5 GR Stock - 2s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 2 @ 12.00 psi K-Factor 16.8 Total Water Required 366 GPM Total Pressure Required 26.76 psi Base of Riser 366 GPM Base of Riser 26.76 psi Safety Margin +22.5 (45.68%) RE -SPACE SPRINKLERS IN THIS AREA TO BE NO MORE THAN 100 SQ. FT. NEW SPRINKLERS SHALL BE SPACED NO MORE THAN 8 FT APART. PLUG EXISTING HEADS AS NECESSARY - Hydraulic Information Remote Area Name System 5 GR Receiving - 2s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 2 @ 12.00 psi K-Factor 16.8 Total Water Required 366 GPM Total Pressure Required 23.84 psi Base of Riser 366 GPM Base of Riser 23.84 psi Safety Margin +25.42 (51.61 %) SALES FLOOR & INTERIOR GARDEN CENTER - (NRC - OPTION 213) 25 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE) 10 PSI (12 SPRINKLERS - 4 SPRINKLERS / 3 LINES) 250 GPM HOSE 140 SQ FT MAXIMUM SPACING V CLASS I -IV ON SHELF TO 12'-0" (25'-0" CEILING HEIGHT), 5'-0" AISLES; I I I I I I I UL LLC TECHNICAL REPORT PROJECT 4788122552, NC27954 - TABLE 2 I I I I I I I SUMMARY OF TESTS, TESTS GONDOLA 10041702 316 _ - I ---- I I I t o I I I I I N I A I I I ! N + + + + + EO 318 I I N EO 1125 1100 ¢ 1075 + ¢ f 319 CD n, I 1124 ¢ 1099 � 1074 I I o. N I o I I I ZO I I 1123 + 7 1098 1073 i �, N I o 1 I 1 1 I I zo Q0N I O I I I I 1 ! N( CD I I I 4+ I I I f EO I I I N t o I I I N I A t I I I I I N I o I I I I I N I o I I I I I IEO I I I I I I o I I I 2 I I I N I A I I I 0,,1 co N I I I ( o I 1 I I I I N l m I I I N II QO ♦ I I I N I o I I I I I I I80 I I I CO N O I I I ! IEO I I I N-} -3 - 3- 3 -- 31 N4 3 - 3-- 3-- - - - - - - - - - - - 703 1 �� 694 695 - 696 - 697 - 698 - �� 699 �9 1" I 15 0 1 15 -0' I 14 6 1 13 0 1 13 0 1 00 12 0 1 N ♦ � N 1 00 I N I F I CO I o I N Hydraulic Information Remote Area Name System 5 GR Stock -12s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 12 @ 7.00 psi K-Factor 16.8 Total Water Required 789 GPM Total Pressure Required 45.91 psi Base of Riser 789 GPM Base of Riser 45.91 psi Safety Margin +1.04 (2.21 %) OPERATIONAL FLEXIBILITY SYSTEM 5B 3/32" = 1'-0" 2 2 IL O Hydraulic Information Remote Area Name System 5 Sales - 2s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 2 @ 25.00 psi K-Factor 11.2 Total Water Required 362 GPM Total Pressure Required 39.34 psi Base of Riser 362 GPM Base of Riser 39.34 psi Safety Margin +9.94 (20.17%) Hydraulic Information Remote Area Name System 5 Sales - 12s Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 12 @ 10.00 psi K-Factor 11.2 Total Water Required 676 GPM Total Pressure Required 38.28 psi Base of Riser 676 GPM Base of Riser 38.28 psi -Safety Margin +9.42 (19.75%) 0 RE -SPACE SPRINKLERS IN THIS AREA TO BE NO MORE THAN 100 SQ. FT. NEW SPRINKLERS SHALL BE SPACED NO MORE THAN 8' APART. PLUG EXISTING HEADS AS NECESSARY - F i Hydraulic Information Remote Area Name System 5 GR Receiving - 12 Occupancy Classification Owner Provided UL Tested Density 0 GPM Total Hose Streams 250 GPM Flowing Heads 12 @ 7.00 psi K-Factor 16.8 Total Water Required 790 GPM Total Pressure Required 38.86 psi Base of Riser 790 GPM Base of Riser 38.86 psi Safety Margin +8.08 (17.22%) IT 341 ! 346 0" 12'- 0" i1201 1202 co �I � 1204 � 1205 �j i I o I I 1207 � 1208 I o I I N I bo I I �j 1210 � 1211 i Nffm I O I I I'm N 87 4 4 N 12'-0" �12'-0" j � M N I o I I 2 s STOCKROOM - GMIGR (OPTION 4) 12 PSI (2 SPRINKLERS - 2 SPRINKLERS / 1 LINE) 7 PSI (12 SPRINKLERS - 4 SPRINKLERS / 3 LINES) 250 GPM 100 SQ FT MAXIMUM SPACING CLASS I -IV RACK STORAGE TO 16-0712'4' (18'-0" CEILING HEIGHT), 4'-0"/0'-6" AISLES; UL LLC TECHNICAL REPORT PROJECT 4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TEST SRR 04191702 / DRR 09191702 & 092617021 MRR 09211702 0? 4 I I LL d c� L . {� - + ' ♦ ♦ ♦ 351 I ♦ 4 4 4 �� 4; 4 4 4 4 4 4 3as y ` - - - - - y -% 342 343 344 r- 700 99 702 704 14'-7" 15'-0 O 15'-1 14'-6" N 13'-0" 13'-0" 12'-0" 12'-0" 8'-9" 4' -7" ! I I I t o I I I II - J. 04 A 3 3 l o I I I ) 1065 14' - 0" .,_14'.- 0" l 1 I t o -�1 I I I N I o I I I t o I 1---------- -.. -- I - -- --- .._._ - I - --- - I - --- -- i - - --------- I I I N I o 9 t I I I N ! 1 I I t o I I I I I I N 1 a I I I lI i OPERATIONAL FLEXIBILITY SYSTEM 5A 3/32" = 1'-0" a� W cA ow�t wo D W "A. 0 ti S W=S�ffOZafFW--ZZf N-iWWW�O WW Q (L WF-F_W.2 aSWF= 7 p Q (q cA Q ¢:Fwo_yWMT,1O =JU�Wz� Q ZUrL WSR0- w 2U0�1-OUx>- LL Ha0Zwcwi�Zr-'W0z d wOK�WUWZZUO m< F W W I t a. W W maz LL U-.0009Q00 =ZOQ LLMWm0fZd'd'W I- 0 0 0 0 F w d d W o m m m a m 00 C--::D C::--) 00 LL J cab o 0 oOf � O a- v v = L.J.. � O Z c�j o N LLI O. N 0 T 7 O W N W m D Z m O ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 PAUL `��2OQ�•'V�CENsF4�F� Q' . No 52186 =_ Q STATE �a/0NAIL ,0 11 /09/2020 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 5 0 SHEEFP2.5 INSTALL PRESSURE REDUCING VALVE FOR EACH SYSTEM. FLOW SWITCH (TYP.) UPSIZE EXISTING RISER FROM STARTER PIECE TO TOR TO 6" FOR SYSTEM 5 OS&Y VALVE (TYP.) AMES 8" 300OSS BACKFLOW PREVENTER —� TO 8" UNDERGROUND —� 2 SYS _ SYS SYS _ _ SYS _ SYS _ 5 4 3 2 1 I I ! 6" 4" 4" 4" 6" ! i I 5 Lmm W 44 5 r44 �i i I I I i I �I I I� I - so - — _ 34 6 - I i I I 3 O FIRE PROTECTION RISER DIAGRAM 1 /2" = 1'-0" 6Y112 AUT( HIGH MANI AN A MAIN AIR RELEASE VENT 1/2" = 1'-0" 07/27/18 DECK 1'-0" � EFL--G�OR P�NG-- SCR `N�MVM ELECTRICAL CABLE TRAY TOP CHORD OF JOIST EC-25 OR STANDARD UPRIGHT SPRINKLER BOTTOM CHORD OF JOIST CABLE TRAY SPRINKLER - F17 3/4" = 1'-0" ROOF DECK NOTE: REFERENCE AIR RELEASE VENT NOTE ON FP1 1" PLUG Tt W z 0 AUXILIARY DRAIN NTS SPRINKLER MAIN V SHOULDER NIPPLE 1" GLOBE VALVE CHAIN -HUNG SIGNAGE MUST BE VISIBLE AT ALL AREAS — 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 JOIST WEB CONFLICTS WITH THRU BOLT \ MAX DECK TYP3 TOP BEAM CLAMP TYP TOP CHORD OF JOIST TYP MAINTAIN VISIBLE CLEARANCE BETWEEN PIPE AND JOIST MEMBERS TYP 6 INCH AND SMALLER PIPE 4, 6 AND 8 INCH PIPE 8 INCH PIPE 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 3.5" X 2.5" X .25" ANGLE PIPE RUNNING PERPENDICULAR TO JOISTS 6" 1/4"x2"x2" SQUARE WASHER & HEX NUT THRU BOLT TYP MAX 1/2" ALL THREAD ROD FENDER WASHER & HEX NUT / 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 i TOP CHORD OF JOIST TYP i ONE OPEN JOIST BAY MINIMUM BETWEEN TRAPEZE HANGERS DO NOT HANG 2 OR MORE 12" 71 12" MAINS 4" OR LARGER BETWEEN MIN THE SAME JOIST SPACE MIN MAXIMUM HANGER SPACING FOR PIPES PARALLEL TO JOISTS 4" PIPE EVERY 12'-0" 6" PIPE EVERY IZ-0" 8" PIPE EVERY 1Z-0" NOT TRAPEZED TRAPEZED TRAPEZED BEAM CLAMP THRU BOLT THRU BOLT PIPE RUNNING PARALLEL TO JOIST CONTRACTOR MAY SUBSTITUTE ANGLE IRON TRAPEZE UTILIZE THESE HANGING METHODS FOR ALL SPRINKLER MEMBER WITH PIPE MEMBER. SIZE PIPE MEMBER IN PIPING. SPACE TRAPEZE HANGERS IN ACCORDANCE ACCORDANCE WITH NFPA-13 AND MAINTAIN 12 INCH WITH SCHEDULE. LOCATE HANGERS WITHIN 3 INCHES MAXIMUM DEFLECTOR DISTANCE OF JOIST PANEL POINTS U.N.Q. NOTE: DO NOT SUPPORT SPRINKLER PIPING FROM BOTTOM CHORD OF BAR JOISTS PIPE SUPPORT NTS y LL w O W W.t2W O } =UCAW¢ . Q U) w htA.=U Ow F w xz tra =_x LLO oUrZKH ZZW o pw- W 20QN Q z WN�m��jW�FZKQ OLL �00� a 'xwxi z O p¢m � �WN�=wm6W8p O Z�OFR'5W1O C7UQco¢' OOU��z} zLLLO'O[1pLLwzww cnLOCL�mQ LILz� 0- OOWUwWzU 0UrWxwwww-- wz U U)�zrLLwLL0007-00 �0000-wmmwoam w m tL % 0 N O C D c:D — N ; O r O Z M Lo O N LLI N r O 0. N W m D z m O ISSUE BLOCK CHECKED BY: AV DRAWN BY: PO PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 PAUL V JJJ�i F4t �t�Q�•' yIGEN$ Q aAl ��% •p40RID. '�JJJi��AlAt 11/09/2020 FIRE PROTECTION DETAILS c SHEET: FP3 f 1" = 30'-0" 1 2 3 4 5 6 7 i I I, I 14 15 MEN T ILET ®� I 2 I I EXISTING FCO I I P1 1 15.4 5 EXISTING FCO — — (TYP OF 13) 15.425 — — L' I ADJUST TOP OF EXISTING FCO FLUSH I' WITH EXISTING CONCRETE. REPLACE I FCO WITH NEW IF EXISTING FCO CANNOT BE ADJUSTED FLUSH WITH CONCRETE. ,, `I I I I I 4" SS ETR 15.422 I I I I ADJUST TOP OF EXISTING FCO FLUSH — — — — WITH EXISTING CONCRETE. REPLACE EXISTING FCO B( I- ___--- - FCO WITH NEW IF EXISTING FCO CANNOT ADJUSTED FLUSH WITH CONCRETE. I TYP OF 9) 15.4255 SALES � I I EXISTING FCO ;1 I a W CA �Ww �0¢_�� Od-�Q OW(AFWD W WSx�O�wZ2'F-ZO' .of Of QWF�WZ0w VOQN?i �S LL W N ~ a= Q U O O J as n�C�oQQ��oo'N�= Z QFw KzW OZ O~Qfn NoOww pW xw CZ9UIL�O ZQmd> ¢QoxdF�0W0UJ �LL Oa_0ww QOww 0Z WW x wWZoU)<Zt-LLpw00a 0u. 000wwo¢mN00wmm O a'- H Z Q F- D Z O U w ao a % 0 L O C_7 cl) �-1- u� �cli J � J O >- o a c) O =ao wO �NZ o J N 0 r - I- F W NM ti W m Z m 0 ISSUE BLOCK CHECKED BY: JJD DRAWN BY: JWD PROTO CYCLE: 09/25/20 DOCUMENT DATE: 10/30/20 O No. 78474 11 /06/2020 OVERALL PLUMBING PLAN 2 c a. p v c. a m a o N y R � U SHEET: p 1 6 (H.6 I - REPLACE FD FD4SS 15.429 1 I P2 (TYP 2) REPLACE LAVATORY (TYP 4). PROVIDE BRANCH WASTE AND VENT PIPING IN WALL AS REQUIRED FOR INDIVIDUAL P-TRAPS AT EACH BASIN. 15.406 WOMEN 7 S i ( - FAMILY g .— TOILET I NEW LAV IN NEW LOCATION. EXTEND EXISTING 1/2" HW & - CW, 2" SS, AND 1-1/2" V PIPING - N WALL TO NEW LOCATION. _. 15.406 ALCOVE Fn I II I it WC ETR TYP 9 Nii 15.448 � EXIST NEW LAV IN NEW LOCATION. OF] EWC I I- I: t EXTEND EXISTING 1/2" HW & ��= �===T-�—, I� — a — — 15.448 -- -- CW, 2" SS, AND 1-1l2" V PIPINGIN WALL TO NEW LOCATION. 15.406 FCO s j i J ETR I I UR ,I 1 J ETR L_ I TYP 2 MEN H REAR RESTROOM PLUMBING PLAN 1 /4" = 1'-0" 4" SS ETR 15.422 H.6 _j EXIST WH UNDER COUNTER. COORDINATE Q REMOVAL/REINSTALL WITH MILLWORK PLACEMENT CONTRACTOR TO PROVIDE OPENING IN BASE OF CABINET FOR ROUTING OF WATER HEATER T&P RELIEFTO EXIST FLOOR DRAIN. NEW SINK FURNISHED BY MILLWORK/ ,L MODULAR PANEL MFG. INSTALLED BY _ GC, CONNECT TO EXISTING DWV AND WATER SERVICE. REPLACE TAILPIECE, P-TRAP, SUPPLY LINES AND SHUT-OFF I VALVES. BREAK ROOM W BREAKROOM PLUMBING PLAN I A.5 - MEN L25 EXIST - I EWC - 15.448 ° P REPLACE LAVATORY (TYP 2). PROVIDE BRANCH WASTE AND VENT —PIPING IN WALL AS REQUIRED FOR - — INDIVIDUAL P-TRAPS AT EACH BASIN. 15.406 WOMEN UR. RELOCATE AS # II REQUIRED. REFERENCE ARCH PLANS ° VVC :�,_ FOR EXACT LOCATION. ° , ETR s i TYP 2. ��:. TYP 5 I 15.406 15.448 ! C 15.448 - I d s I REPLACE �FD I —� RELOCATE EXISTING WC PER ARCH PLANS. FD4SS - EXTEND WATER SUPPLY TO FLUSHVALVE J_ 15.429 .� � _ I —AND PROVIDE OFFSET FLANGE FOR C ! =SANITARY. (NOTE: IF REQUIRED SANITARY 1 OFFSET IS GREATER THAN 2", A NEW I SANITARY DRAIN PIECE SHALL BE INSTALLED BELOW FLOOR AND RECONNECTED TO —S (TYP 2) - - ( -----EXISTING.) 15.406 15.448 � � 15.403 „_ � :._ I it � i �® FD4SS (_ 2" SS L23 I I 15.429 i NEW LAV IN NEW LOCATION. NEW LAV IN NEW LOCATION. EXTEND EXISTING 1/2" HW & EXTEND EXISTING 1/2" HW & CW, AND 4-1/2" V PIPING TO CW, 2" SS, AND 1-1/2" V PIPING NEW LOCATION. IN WALL TO NEW LOCATION. 15.406 15.404 15.404 15.406 15.402 15.401 FRONT RESTROOM PLUMBING PLAN 1 /4" = 11-0" a� W. ¢ULL=H_mo0F WaW=>Wto< 2<FO5Uw LL WoO(9Ozw'FZ<W� 0 ¢wz0Nao nNymF_wmv�z�a 0 o� aHWo.0 Z O wwap Ix 363zyI5zw F O �U ff0 } OY U)< D 50 EL DliZ W � U W Z U Z C O=w cawWxwwZ—WO w �¢ZFULL. .000 0 =ZOHL�wWWz1xWw F-OHO m a U) % 0 r 'llt rn LO C� C:DJc�) OL LLL �( _j rn O J=N ry Cfl o Q- C) W O M 0 �NZ o I N �7 m O >— < cn W N "' c� W m z m 0 ISSUE BLOCK CHECKED BY: JJD DRAWN BY: JWD PROTO CYCLE: 09/25/20 DOCUMENT DATE: 10/30/20 \\���iliflf►��� CENSF' No.78474 , OF RID?.-' NAL,.�� 11 /06/2020 ENLARGED PLUMBING PLANS � 9 a o io 0 `O 3 o� N fn N 7 7 6 SHEET: Pi . 1 TOILET PLUMBING FIXTURE SCHEDULE BRANCH SIZES (MIN) CW HW WASTE VENT MARK FIXTURE MANUFACTURER MODEL TRIM AND ACCESSORIES NOTES L17 LAVATORY DECK 1/2" 1/2" 1 1/2" 1 1/2" LEVANTINA Q3303CN LEVANTINA: WALL MOUNTED, ONE-PIECE QUARTZIA DECK (SNOWFALL) B 3-STATION STONE AND STEEL DSCT-83000-90-SB STONE AND STEEL: WALL MOUNTED, ONE-PIECE QUARTZ DECK (SNOW BLIND) BOWL: CHINA SHELL CH-6360 UNDERMOUNT 18"xl3" CHINA BOWL(S) BASE: ACORN STAINLESS STEEL APRON (AP-3, 3 BOWL). HINGED TRAP AND PIPING ENCLOSURE. FAUCET: TOTO TEL145-D10E - 0.5 GPM SENSOR OPERATED SELF -GENERATING POWER SYSTEM. CHROME PLATED BRASS P-TRAP WITH CLEANOUT, GRID STRAINER WITH TAILPIECE. CONNECTION ACCESSORIES: (2) STOP VALVES PER DECK, THERMOSTATIC MIXING VALVE KIT (TMV, HOSES & FITTINGS) SET TMV TO 105°F. L23 LAVATORY DECK 1/2" 1/2" 1 1/2" 1 1/2" LEVANTINA Q3301 LEVANTINA: WALL MOUNTED, ONE-PIECE QUARTZIA DECK (SNOWFALL) B 1-STATION STONE AND STEEL DSCT-81000-30-SB STONE AND STEEL: WALL MOUNTED, ONE-PIECE QUARTZ DECK (SNOW BLIND) BOWL: CHINA SHELL CH-6360 UNDERMOUNT 18"x13" CHINA BOWL BASE: ACORN STAINLESS STEEL APRON (AP-1, 1 BOWL). HINGED TRAP AND PIPING ENCLOSURE. CONTINUOUS WASTE PIPING AND P-TRAP. FAUCET: TOTO TEL145-D10E - 0.5 GPM SENSOR OPERATED SELF -GENERATING POWER SYSTEM. CHROME PLATED BRASS P-TRAP WITH CLEANOUT, GRID STRAINER WITH TAILPIECE. CONNECTION ACCESSORIES: (2) STOP VALVES PER DECK, THERMOSTATIC MIXING VALVE KIT (TMV, HOSES & FITTINGS) SET TMV TO 105°F. L25 LAVATORY DECK 1/2" 1/2" 1 1/2" 1 1/2" LEVANTINA Q3302 LEVANTINA: WALL MOUNTED, ONE-PIECE QUARTZIA DECK (SNOWFALL) B 2-STATION STONE AND STEEL DSCT-82000-60-SB STONE AND STEEL: WALL MOUNTED, ONE-PIECE QUARTZ DECK (SNOW BLIND) BOWL: CHINA SHELL CH-6360 UNDERMOUNT 18"xl3" CHINA BOWL(S) BASE: ACORN STAINLESS STEEL APRON (AP-2, 2 BOWL). HINGED TRAP AND PIPING ENCLOSURE. FAUCET: TOTO TEL145-D10E - 0.5 GPM SENSOR OPERATED SELF -GENERATING POWER SYSTEM. CHROME PLATED BRASS P-TRAP WITH CLEANOUT, GRID STRAINER WITH TAILPIECE. CONNECTION ACCESSORIES: (2) STOP VALVES PER DECK, THERMOSTATIC MIXING VALVE KIT (TMV, HOSES & FITTINGS) SET TMV TO 105°F. L39 LAVATORY 1/2" 1/2" 1 1/2" 1 112" AMERICAN STANDARD 0321.075 FAUCET: TOTO TEL3LS-10 - 0.5 GPM SENSOR OPERATED SELF- GENERATING POWER SYSTEM, STANDARD SPOUT, 4" COVER A, B (ADA) PLATE, GRID STRAINER WITH TAILPIECE, P-TRAP WITH CLEANOUT, STOP VALVES, SS BRAIDED WATER SUPPLIES AND ESCUTCHEONS. CARRIER: JOSAM 17100, WADE W 520. LAVATORY ENCLOSURE: TRUEBRO LAV-SHIELD 2018. L39 ASSE 1070 THERMOSTATIC MIXING VALVE: ZURN ZW3870XLT SET TO 105°F. GENERAL INFORMATION (ALL FIXTURES): 1. SUBSTITUTIONS NOT PERMITTED. REF SPECIFICATIONS FOR APPROVED MANUFACTURERS OF THE FOLLOWING TRIM AND ACCESSORIES: -P-TRAP WITH CLEANOUT PLUG: 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. PROVIDE 1/2" X 3 3/4" STAINLESS STEEL SIMPSON WEDGE -ALL WEDGE ANCHORS FOR ALL FIOOR MOUNTED FIXTURE CARRIERS. B. PROVIDE 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. F. CONTRACTOR TO FURNISH AND INSTALL LAVATORY DECK ASSEMBLY FIXTURE AND TRIM SUPPLIED BY HAINES, JONES & CADBURY (HJC). REF SPECIFICATIONS. FLOOR DRAIN SCHEDULE MARK MANUFACTURER MODEL DESCRIPTION FD4SS JOSAM 3000-S-SS ISTAINLESS STEEL FLOOR DRAIN, 6" X 6" SQUARE TOP, SECURED GRATE CLEANOUT SCHEDULE MARK MANUFACTURER MODEL DESCRIPTION FC01 ZURN Z1400 CAST IRON OR PVC BODY, ROUND EXTRA HEAVY-DUTY CAST OR DUCTILE IRON TOP, SIOUX CHIEF 852 POLYPROPYLENE OR ABS PLUG, ADJUSTABLE TO FINISH SURFACE. MIFAB C1100 JAY R. SMITH 4231 JOSAM 55000 WATTS CO-200-RX-4 OATEY 74000 GENERAL INFORMATION (AS APPLICABLE): 1. REFER TO PLANS FOR DRAIN OUTLET SIZE. 2. 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. SPECIALTY PLUMBING FIXTURE SCHEDULE MARK FIXTURE MANUFACTURER MODEL FIXTURE DESCRIPTION WPG WATER PRESSURE AMETEK 656 2.5 INCH STAINLESS STEEL CASE, ALL WETTED PARTS STAINLESS STEEL, GAUGE TRERICE D83LFSS LIQUID FILLED, 1/4 INCH NPT CONNECTOR, 1.6% ACCURACY, 30" HG VAC WEISS INSTRUMENTS LF252 TO 100 PSI RANGE. WHA WATER HAMMER JOSAM SERIES 75000 LEAD FREE CONFORM TO PDI WH-201, ANSI All 12.26.1M, ASSE 1010. ARRESTOR PRECISION PLUMBING PRODUCTS STAINLESS STEEL #316 SERIES WATTS SS SERIES WILKINS MODEL 1250XL SERIES JAY R. SMITH HYDROTROLS SIOUX CHIEF HYDRA -RESTER MIFAB MWH FCV30 FLOW CONTROL BELL & GOSSETT # CB LF "CIRCUIT SETTER PLUS" LEAD FREE NAMEPLATE AND 1/2" VALVE BODY SIZE UNLESS SHOWN VALVE FLOW DESIGN ICSS050 OTHERWISE ON PLANS. SET AND BALANCE TO 0.25 GPM OR PROVIDE 0.25 GPM CARTRIDGE UNLESS SHOWN OTHERWISE ON PLANS AND PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. DCV DOUBLE-CHECK VALVE WATTS SS007QT-S ASSE 1015, 316 STAINLESS STEEL BODY, QUARTER TURN TEST COCKS, BACKFLOW PREVENTER QUARTER TURN, FULL PORT BALL VALVES AND STAINLESS STEEL (STAINLESS STEEL) STRAINER. --- CHECK VALVES RED -WHITE 232 BRASS JACKET WITH PLASTIC VALVE ASSEMBLY APOLLO SERIES 61-100 CRANE 1191 WATTS 6 NIBCO T-413 --- DOUBLE-CHECK WATTS LF007QT OR LF709 LEAD FREE, INCLUDE TWO INDEPENDENT -ACTING CHECK VALVES, TWO VALVE BACKFLOW BEECO FDC-LF SHUT-OFF VAVLES AND REQUIRED MEANS FOR TESTING FOR EACH PREVENTER FEBCO LF850 ASSEMBLY. MINIMUM 175 PSI WORKING PRESSURE. WILKINS 350XL OR 950XLT2 --- LOCKABLE RED -WHITE 5042 BRASS BALL VALVES WITH PLASTIC JACKETED LEVER TYPE HANDLE. SHUT OFF APOLLO SERIES 70LF-100 VALVES CRANE LF-T-255 WATTS LFB-6000 OR LFB-6001 -- REDUCED WATTS LF009QT OR LF909 LEAD FREE, PROVIDE STRAINER, SHUT-OFF VALVES AND TEST COCKS: PRESSURE BEECO FRP-LF INSTALL DRAIN LINE WITH AIR GAP ASSEMBLY TO RECEPTOR APPROVED BACKFLOW FEBCO LF860 BY AUTHORITY HAVING JURISDICTION. MINIMUM 175 PSI WORKING PREVENTER WILKINS 375XL OR 975XL PRESSURE. --- REDUCED WATTS SS009M3QT-S LEAD FREE, STAINLESS STEEL REDUCED PRESSURE ZONE ASSEMBLY. PRESSURE FURNISHED WITH STAINLESS STEEL STRAINER, VANDAL RESISTANT BACKFLOW TEST COCKS, AND FULL PORT QUARTER TURN BALL VALVE SHUTOFFS. PREVENTER INSTALL DRAIN LINE WITH AIR GAP ASSEMBLY TO RECEPTOR APPROVED (STAINLESS STEEL) BY AUTHORITY HAVING JURISDICTION. MINIMUM 175 PSI WORKING PRESSURE. --- STRAINER WATTS LF777S1 CAST BRONZE Y-STRAINER WITH BALL VALVE APOLLO 59-004-06 --- TRAP PRIMER PRECISION PLUMBING PRODUCTS PRIME RITE OR OREGON #1 LEAD FREE, PROVIDE ALL BRONZE PRIMER VALVE WTIH REMOVABLE (MULTIPLE TRAPS) MIFAB M-500-NPB OPERATING PARTS, INTEGRAL VACUUM BREAKER, GASKETED ACCESS JOSAM 88300 COVER, AND MULTIPLE TRAP CAPABILITY SIOUX CHIEF SERIES 695 --- TRAP PRIMER PRECISION PLUMBING PRODUCTS PRIME -RITE OR OREGON #1 LEAD FREE, PROVIDE ALL BRONZE PRIMER VALVE WITH REMOVABLE (SINGLE TRAP) SIOUX CHIEF 695 OPERATING PARTS, INTEGRAL VACUUM BREAKER, AND GASKETED ACCESS COVER. --- VACUUM RELIEF WATTS LFN36-Ml LEAD FREE BRASS BODY. CSA/ANSI Z21.22 VALVE --- VALVES RED -WHITE 5044AB OR 5049AB LEAD FREE FULL PORT BRASS BALL VALVE WITH PLASTIC JACKETED APOLLO SERIES 70 LF LEVER TYPE HANDLE. CRANE LF9210 SERIES WATTS LFFBV-3C OR LFFBVS-3C NIBCO FP-600-A-LF GENERAL INFORMATION: 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED. EQUIVALENT NOMINAL PIPE SIZES PLAN SIZE (COPPER) POLYPROPYLENE PEX HOT WATER COLD WATER 112" 1/2" 1/2" 1/2" 3/4" 3/4" 314" 1" V 1" 1" 11/4" 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" N/A 2 112" 3" 2 1/2" N/A 3" 3 1/2" 3" N/A 4" 6" 4" N/A NOTE: REFER TO SPECIFICATIONS FOR APPROVED MANUFACTURERS. NOTE: IF EXIST FLOOR SLOPES TO NOTE: THIS DETAIL APPLIES ONLY TO DRAIN, COORDINATE WITH KEYNOTED RESTROOM FLOOR DRAINS ARCHITECTURAL FOR FLOOR DRAIN AND SHALL NOT BE USED FOR DRAINS TO BE FLUSH WITH FINISH FLOOR. AND CLEANOUTS ON THE SALES FLOOR. SET TOP OF DRAIN TO BE FLUSH WITH FINISH CONCRETE OVERLAY. SQUARE TOP FLOOR DRAIN COORDINATE FINISH ELEVATION WITH GENERAL CONTRACTOR. DO NOT SLOPE CONCRETE OVERLAY (TILE WHERE FLOOR TO DRAIN INDICATED ON ARCHITECTURAL FLOOR FLOOR FINISH PLAN) A A ' � d FLOOR DRAIN BODY WITH CAULK OR PUSH ON OUTLET, (REF PLANS FOR SIZE) MEMBRANE CLAMPING COLLAR. DEEP -SEAL P-TRAP LOCATE FLOOR DRAIN WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR PLAN. OPEN FLOOR AREA DRAIN - RR Qw [nU=wZW 2' O > COI-- wLLz < C!) O=�InOj< pw�nt Wo � p�FtCQpaVUfLFQ ry d N W w W O O? 2 Q O ir��av��iaaxa�oow LL 0, «�I-o2 f_onw= Wd�O �wZQalw5z I— 22§Awm�wOOUcwr �M}��J a6zwvirM J az2rnzF�WOI- a OU)WwWOZZUZ0W7U U<Z�wWLLOO5¢86 Cn =z0¢I'_�ujit w F OO0h w EL D_wO am z Z) m z O U w m a %0 L d- rn LO o c�JM OO LLLL J c4 ix J}o 2 a � =ao W O M LO N Z o N j O = coF- W N M w m D z m O ISSUE BLOCK CHECKED BY: JJD DRAWN BY: JWD PROTO CYCLE: 09/25/20 DOCUMENT DATE: 10/30/20 �GENSfi P No. 78474 � J �� ONAL \\ \\N• 11 /06/2020 PLUMBING DETAILS AND SCHEDULES a 0 04 N I NTS 10/26/18 SHEET: P2 AUTOMATIC VACUUM RELIEF VALVE. REF: SPECIALTY PLUMBING BALL VALVE FIXTURE SCHEDULE TYP EXPANSION TANK REF - WATER HEATER SCHEDULE I HW AND CW SUPPLY REF PLANS i HEAT TRAP DOWN TO MIDPOINT OF HEATER TANK TYP OF 2 i WATER ----� HEATER FLOORC----iI�-- PIPE FULL SIZE DIELECTRIC UNION WITH AIR GAP TYP PUMP P5 MOUNTED UNDER COUNTER. - PROVIDE CHECK VALVE AND BALL VALVE ON PUMP DISCHARGE. NEW S2 ROUTE 1/2" CW ABOVE CEILING 15.401 15.406 ROUTE 2" VENT UP THRU WALL TO EXISTING VENT SYSTEM VERIFY LOCATION. 15.404 CONTRACTOR TO PROVIDE A MINIMUM 6 GALLON WATER HEATER FOR USE DURING THE OPERATION OF TEMPORARY PHARMACY w 3 WH BELOW 1/2" MTPH1 COUNTER ROUTE 1 1/2" UP THRU WALL TO STRUCTURE. PROVIDE 2" LINE AT STRUCTURE WITH GRAVITY FLOW. TERMINATE WITH APPROVED AIR GAP AT NEAREST AVAILABLE SANITARY SEWER LINE. �! I TEMPORARY PHARMACY CEILING CONSTRUCTED WITH JOISTS, WIRE BARRIER AND STRAPS. SPRINKLER PROTECTION WILL BE PROVIDED BY I EXISTING SPRINKLERS ABOVE. L- --- i 2 --4j``, �.. MTPH1 / �I I l — L wzw a o i 2 (n D 1 6- 7E OZU �2 D�F�Qpa_U LLI FQ Qa~W0Z OWE-ZZw °-w�-'w-U'�U�z�¢ 0 0w aQNN��g'ma�0 Z O 3:V5wo�TW,m61waO Zc�o�[��Ww�p�-- Q C7000� OOQwwoz 506i-owuw'o�(1_)Q `d0 2 wuw)Z� XWO~� Z d U w O w= w w Wa. w w Z w N< uju-OOC�¢O� (n �OOUoo�maawoam 00 LO It li i 0 o JM co00 L ILL u) -� N J�c) o o W O z ow J of r —I r 00 O H (/) W r. NM ti ISSUE BLOCK w m EL U) N O) 0 O w a N cM O O N N W m 2 D Z m O CHECKED BY: JJD DRAWN BY: JWD PROTO CYCLE: 09/25/20 DOCUMENT DATE: 10/30/20 11 /06/2020 TEMPORARY PHARMACY PLUMBING PLANS WATER HEATER BELOW COUNTER NTS TEMPORARY PHARMACY PLUMBING PLAN 1 /4" = 1'-0" TEMPORARY PHARMACY MECHANICAL PLAN 1 /4" = 1'-0" =HEETPH 1 CEILING RETURN (""' ' 12"xl2" FACE S 8" ROUND NE( SIMILAR TO TITU; 150 CFM RELOCATED I CEILING DIFFUlc REBALANCE 150 CFM INSTALL DAMP IN VERTICAL 1 ABOVE LAY -II CEILING, TYF PHARMACY MECHANICAL PLAN 1 /4" = 1'-0" 1 2 3 4 5 6 7 8 24 HOURS PRIOR TO SHUTTING DOWN ANY REFRIGERATION SYSTEMS, HVAC SYSTEMS, OR ENERGY MANAGEMENT CONTROLS SYSTEMS, SEND E-MAIL TO NSRM@WALMART.COM. THE E- MAIL SHALL STATE WHAT, WHY, AND WHEN IT IS BEING SHUT DOWN AND HOW LONG IT IS ANTICIPATED TO BE DOWN. THEN SEND A FOLLOW UP E-MAIL TO NSRM@WALMART.COM AFTER THE WORK IS COMPLETE AND THE SYSTEM IS BACK UP AND RUNNING. aw I LL W Z W p } �Uj�WQ 20Q Z. W U) FE 8m 0��0¢ <.a � Ow t-w Qa~W0ZO�=ozW. � aN�JW-w OVOOg mr w 0 LL =W = ow o_ 3ZNpFww21 w8F F- 250 OOOwK Y z_� aLL z Q �VOoF-.00L Vm-Jm0Tj ou)w w1wR'zz WwZZWo Q=. U¢zFW-LLwm00F5 00 (n F--OOUo0 -mda Womm F- z Q F- J z 0 U w m a 0 0 � d' w � C:�M 00 L LL �u _cy) J It 1 co � w J�-ti a_ Lo o =a wo ' �NZ j ui o /1 N � = o m l'- o U) 0- < W� NM ti m z In 0 ISSUE BLOCK CHECKED BY: JJD DRAWN BY: JWD PROTO CYCLE: 09/25/20 DOCUMENT DATE: 10/30/20 f. No. 784 =_ ATE OF lV�` � LORIDP.•'�G��� ONAL 11 /06/2020 OVERALL MECHANICAL PLAN m 0 m a N y U , OVERALL MECHANICAL PLAN 1" = 30'-0" SHEET: m 1 CONTROL INFORMATION DESCRIPTION TYPE PANEL/CCT BRKR POLES BRKR TYPE ON/OFF OUTPUT ON/OFF PROGRAMMING SUSPENDED PRODUCE CONTACTOR H4C-9 1 EXISTING IOM12 XX-XX 24 / 7 ON LIGHTING SUSPENDED PRODUCE CONTACTOR H4C-11 1 EXISTING IOM/2 XX-XX 24 / 7 ON PROVIDE CONDUIT, FITTINGS, WIRE -TIES, LIGHTING CONNECTORS, LABELS, AND ANY OTHER MISC. PARTS NEEDED TO INSTALL AND START THE SYSTEM. OWNER WILL FURNISH ALL MAJOR E.M.S. DEVICES (INCLUDING 24 VOLT TRANSFORMERS AND RELAYS) UNLESS OTHERWISE NOTED I I I I EXISTING EP/2 EXISTING CONTROLLER IOM/2 I I I EDC1A I f I I I j BELDEN 8719, TYP OF 2 IR SUSPENDED PRODUCE ' C1 LIGHTING CONTACTOR I I LTG C11 E.C. TO FURNISH AND INSTALL CONTACTOR, REF E4 IR SUSPENDED PRODUCE LTG C2 / LIGHTING CONTACTOR C2, E.C. TO FURNISH AND INSTALL CONTACTOR, REF -� -- 120V/24VAC 50VA I I E4 I TRANSFORMER I I INSTALLED BY EC. I I I I I I I I ELECTRICAL ROOM— — — _ _ — II l I — _ — — — � I I I I ELECTRICAL ROOM 4 — — — — — — — _ � PARTIAL BAS ONE -LINE NTS - I I I I I I I I I I I I I I I I I I I I RELOCATED BUILDING AUTOMATION PLAN 1 /32" = V-0" 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 BAS CONTRACTOR. BAS EQUIPMENT SALVAGE REQUIREMENTS ALL DEMOLISHED NOVAR BAS EQUIPMENT SHALL BE RETURNED TO WALMART MECHANICAL SERVICES CONSTRUCTION MANAGER. EQUIPMENT TO BE RETURNED INCLUDES: EXECUTIVE CONTROLLER(S), IOM(S), CIM(S), CCM(S), ETC. PROVIDE DOCUMENTATION FOR ALL EQUIPMENT REMOVED IN ACCORDANCE WITH SPECIFICATIONS AND REQUIRED CLOSE-OUT DOCUMENTS. NOTE: ALL WORK ON THIS SHEET 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. GENERAL BAS NOTES 1. TEMPERATURE AND CO2 SENSOR MOUNTING: PROVIDE 1/2" CONDUIT AND INSTALL BAS CABLE FROM SENSOR TO CONTROL MODULE. MOUNT SENSOR ON BOX. ALL SENSORS TO BE MOUNTED AT +84" UNLESS NOTED OTHERWISE. SENSORS ON SALES FLOOR SHALL BE INSTALLED ON THE BACK SIDE OF COLUMN. DO NOT INSTALL SENSORS IN HVAC SUPPLY AIR PATH OR IN DIRECT SUNLIGHT. REF MECHANICAL DRAWINGS FOR EXACT LOCATIONS. A. GYPSUM BOARD WALLS: PROVIDE A 4" SQUARE RECESSED BOX WITH A SINGLE GANG PLASTER RING FLUSH MOUNTED VERTICALLY. B. BLOCK WALLS AND COLUMNS: PROVIDE A 2"X4" BOX SURFACE MOUNTED VERTICALLY. C. INSULATE BEHIND SENSORS MOUNTED ON EXTERIOR WALLS WITH 1/2" POLYSTYRENE SPACER. D. MOUNT CO2 SENSORS 6" ABOVE TEMPERATURE SENSORS. 2. TERMINATIONS SHALL BE MADE IN ACCORDANCE WITH BAS SUPPLIER INSTALLATION INSTRUCTIONS. NO FOIL OR UNUSED WIRE(S) SHALL BE EXPOSED AFTER APPLICATION OF HEAT SHRINK. 3. CABLE: PROVIDE CABLE ACCORDING TO DRAWINGS. NO DEVIATION FROM DRAWINGS WILL BE ACCEPTED. CABLES SHALL HAVE EACH END LABELED INDICATING WHERE THE OPPOSITE END TERMINATES. CABLE SHALL BE INSTALLED IN CONDUIT OR CABLE TRAY IN FINISHED AREAS OF BUILDING. EXCEPT HVAC CABLE IN SALES FLOOR AREA AT BAR JOISTS. 4. MINOR CHANGES IN MATERIALS OR TERMINATION POINTS SHALL NOT INCREASE CONTRACT COST. 5. ROUTE BAS CONDUITS IN CONCEALED LOCATIONS (IN WALLS, PIPE RACKS AND/OR CHASES). PROVIDE A TRANSITION FROM THE PVC UNDERSLAB BAS CONDUIT TO EMT OR FLEX. BAS CABLES SHALL BE RUN IN CONDUIT FULL LENGTH, BENEATH REFRIGERATED CASES. BAS CABLES AT BAR JOIST LEVEL IN OPEN SALES AREA AND THE STOCKROOM CAN BE EXPOSED. 6. DEMOLITION: COORDINATE WITH ARCHITECTURAL DEMOLITION PLANS THE EXTENT OF BAS DEMOLITION. REMOVE CONDUIT AND WIRES ALL THE WAY BACK TO ORIGINATING JUNCTION BOXES OR DEVICES. DEMOLITION SHALL NOT AFFECT ACTIVE CIRCUITS. 7. BAS CONTRACTOR SHALL PROVIDE ASSISTANCE TO THE BAS SUPPLIER ON PERFORMING EQUIPMENT TESTS ON POWER SWITCHING PANELS AS NECESSARY. 8. DIMMING CONTROL WIRING MUST TERMINATE IN HOME RUN FIXTURES ONLY, AS SHOWN ON EMS PLANS, PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. DO NOT MODIFY THE LISTED FIXTURE'S WIRING HARNESS OR TERMINATE CONTROL WIRING IN THE ADJACENT FIXTURES. 9. DO NOT INSTALL EQUIPMENT OR CONDUITS DIRECTLY UNDER SKYLIGHT WELLS UNLESS INDICATED OTHERWISE ON PLANS. 10. WHERE GROUPED CONDUITS ARE INSTALLED WITHIN THE JOIST SPACE, COORDINATE WITH SPRINKLER CONTRACTOR PRIOR TO INSTALLATION IN ORDER TO MAINTAIN REQUIRED CLEARANCES FROM SPRINKLERS. 11. 24 HOURS PRIOR TO SHUTTING DOWN HVAC SYSTEMS OR ENERGY MANAGEMENT CONTROLS SYSTEMS, SEND EMAIL TO NSRM@WALMART.COM. THE E-MAIL SHALL STATE WHAT, WHY, AND WHEN 1T IS BEING SHUT DOWN AND HOW LONG IT IS ANTICIPATED TO BE SHUT DOWN. THEN SEND A FOLLOW UP EMAIL TO NSRM@WALMART.COM AFTER THE WORK IS COMPLETE AND THE SYSTEM IS BACK UP AND RUNNING. BAS SYMBOLS AHUC AHU CONTROLLER ANUS# AHU TEM/RH SENSOR ALS ANALOG LIGHT SENSOR ETM ELECTRONIC THERMOSTAT MODULE IDS INDOOR DEWPOINT SENSOR IHS INDOOR HUMIDITY SENSOR ITS INDOOR TEMPERATURE SENSOR ODS OUTDOOR DEWPOINT SENSOR OTS OUTDOOR TEMPERATURE SENSOR S-X WALL TEMPERATURE SENSOR _S# UNIT HEATER TEMPERATURE SENSOR HS-X WALL HUMIDITY SENSOR RTUC ROOFTOP UNIT CONTROLLER EIGB EQUIPMENT INTERFACE COMM BOARD BAP BUILDING ALARM PANEL CO2 CARBON DIOXIDE SENSOR FDI FLUORESCENT DIMMER INTERFACE HIR HUMIDITY INTERFACE RELAY IAO INTERFACE ANALOG OUTPUT IFP INTERFACE PANEL IOM INPUT/OUTPUT MODULE !R INTERFACE RELAY C# CONTACTOR MINio AHU INTERFACE AND/OR 1/0 MODULE PLM PHASE LOSS MONITOR PSOP POWER SWITCHING OVERRIDE PANEL PSP POWER SWITCHING PANEL ROP REMOTE OVERRIDE PANEL ELDP ECLIPSE LIGHT DIMMING PANEL UCM UNITARY CONTROL MODULE ES1 BAS CONTROLLER LINGO EP/ BAS CONTROLLER LINGO XE BAS CONTROLLER LCD NOVAR LCD DISPLAY OS NIGHTTIME OVERRIDE SWITCH SO MOMENTARY PUSH BUTTON SWITCH NEW EQUIPMENT EXISTING EQUIPMENT — — — FACTORY INSTALLED EQUIPMENT — — — — EQUIPMENT TO BE DEMOLISHED 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. a ��0wa o<T = w U) m 0 Q M S OwU)F-wo � p�Fm_-KQp4VUu'tZQ � ZzW~Ozw W N� m F_ W w 0 -0 -� 0 U- � ••}¢�5gIxw�oo� a¢UJ�F-Q��OAW{=-S z O �WW c~nzN0 X5W' ��� Q (�O9Q,, K oOV�6Z> vOFF-OVw>.coLLcn¢ wuww 0_ -z p�wOir�wiL vl¢ZFW-u-WtWi00G�00 Cn =z0¢LL�wxmz mW F-OU 00 h-w d d wo(Lm H z D m z O U of m o. W % 0 rn � O CORM LLL J d7 J C0 O ti O a = w o� �/ N Z c) o 04 J of /=m0 W0 flo N "' ti m z m 0 ISSUE BLOCK CHECKED BY: CM DRAWN BY: PT PROTO CYCLE: 09/25/20 DOCUMENT DATE: 10/30/20 %jrrrutttttit� �1ti QRpDEEp .1�ii No 769 -0 i.441 = .. N ttt�nrr� 10/30/20 BUILDING AUTOMATION SYSTEM IJm (D)ya I r. SHEET BAS1 1 , i )- I 2) 4 5 6 7 8 9 10 11 12 13 i z a i Qww °w Woz� a = � w U) Jew l 0=�DDlQ 82QwXw-M D W U,§Px~OZUULL=¢ w==O�LLz�HZ00 0lDw W w Z w V Ozw Z 2 Q O imX w== Qom- ao Z oaX-w rn H �t.ZNwiiowLU �a2 O_ QQ J� Q z_LL_4'a-02 W OZQ' �VOoF-0c)x L.L �Q of a x a� z w(n w U Z Z 0 ❑COW OXnwww w U)<ztiu-wLL00(5 0 = z OQ LL wa'a'z� xw (n E 0000l-xaawomm z )n C: c') I LL LL .� (1i J J I `� Jra =NC z �->� Jin C J (f W� NM � ti ISSUE BLOCK CHECKED BY: CM DRAWN BY: PT PROTO CYCLE: 09/25/20 DOCUMENT DATE: 10/30/20 .RADEEp %QC�:ZATE �''!gip�f:�.' J 10/30/20 PLAN LIGHTING PLAN 1 " = 20'-0" 5 OS/D COMPANIC ( 5 CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE INSTALLATION OF THE LIGHTING SYSTEM AS INDICATED ON PLANS AND/OR AS MODIFIED TO ACCOMMODATE EXISTING OBSTRUCTIONS. IDENTIFY CONFLICTS PRIOR TO ROUGH -IN. WHERE CONFLICTS WITH EXISTING UTILITIES OCCUR ADJUST FIXTURE LOCATION AS REQUIRED. FIXTURES SHALL BE INSTALLED AS NEAR AS POSSIBLE TO LOCATIONS INDICATED ON PLANS WITH EVEN SPACING MAINTAINED. BREAKROOM LIGHTING PLAN 1 /4" = 1'-0" BREAKROOM LIGHTING DEMO PLAN 1/8" = 1'-0" Q I REMOVE RESTROOM NEEDS CLEANING LIGHT SWITCHES TYPICAL AT RESTROOMS. PROVIDE STAINLESS STEEL BLANK COVER PLATE WITH TAMPER RESISTANT SCREWS AT OUTLETS. WOMEN 16.126 TYP MEN FAMILY �� r TOILET E REAR RESTROOM LIGHTING DEMO PLAN 1/8" = 1'-0" I Y t' REAR RESTROOM LIGHTING PLAN 1/4" = 1'-01+ T COORDINATE RESTROOM LIGHT FIXTURE LOCATIONS WITH CEILING STRUCTURE, DUCT WORK DIFFUSERS SPRINKLERS AND GC. LIGHTING LAYOUT ADJUSTMENTS SHALL BE KEPT OT AMINIMUM MAINTAIN LAYOUT AS PROVIDE STANLESS STEEL COVER PLATES TYP IN RESTROOMS I ;UIT, FRONT RESTROOM LIGHTING PLAN 1/4" = 1'-0" 7 REMOVE RESTROOM NEEDS CLEANING LIGHT SWITCHES TYPICAL AT RESTROOMS. PROVIDE STAINLESS STEEL BLANK COVER PLATE WITH TAMPER RESISTANT SCREWS AT OUTLETS. MEN II I911 WOMEN II `!IC 16.126 TYP I II�; III it( Ilu FRONT RESTROOM LIGHTING DEMO PLAN 1/8" = 1'-01, a� ui U)"UJow WLLz a w U) 0Jtnfn� rCq¢=Km O=�p¢�OwFi-wZ p�F�QOQUV� �¢ r= Qa�wpZp�Wj20ZZN� aN��w-W V UZIY¢ mH LL � aairi����~ooW�w z QF_Wo-wiNW[rzaw¢p O �rnOf�wW�o� z ZUgQpcJU�X0z>- UO�E--OUx}wifu)5 �a2ZwmWC)XW0~� WZOZ w 2) w w 0 w w W w z WO U)¢Z`-�-W W0iL �'OU U) FO000Pwmdw0am fy in a %0 O c::D M �O LL� J CF) � w } ti a W 0 LO y Z o w N 0 T � O i m O W NM ti w m D z m O ISSUE BLOCK CHECKED BY: CM DRAWN BY: PT PROTO CYCLE: 09/25/20 DOCUMENT DATE: 10/30/20 0 ', CCEN No 769 • :,pcn r • OF .'fir a %0, 1"IfI11111110 10/30/20 ENLARGED LIGHTING PLANS SHEET: E1.1 I 6 16.125 H3P - 1 — 16.129 i I O O I O A O 1 O 11 I { MONE , r CENTE i ! NIGHT LIGHT, DO NOT SWITCH ETR I ETR I O O O O I / 16.125 Ro ,.., � .Y._.,_._..._._......._�_�_____._.,.......�.a _.._..______.... Tom_____,.--.. =��._,_..,_.__-..._.__.r.,__....�,.._._.......,.—........�.._..._..._._.._._._____,._. �_...—`.����..._. ._......._..._� ' I O p 1 I � i 16.125 I iP MONEY CEN 1 /4" = 1'-0" TER LIGHTING PLAN GR VESTIBULE LIGHTING DEMO PLAN MONEY CENTER LIGHTING DEMO PLAN ill = 10'-0" FURNISH AND INSTALL LITETRONICS #PTAM201 SURFACE MOUNT KIT. TYP OF 4 CONTACT WILLIAM MARR FOR ORDERING INFORMATION. (479) 751-7123 WILLIAM.MARR@REXELUSA.COM CONTRACTOR IS RESPONSIBLE FOR COMPLETE INSTALLATION OF THE LIGHTING SYSTEM AS INDICATED ON PLANS AND/OR AS MODIFIED TO ACCOMMODATE EXISTING OBSTRUCTIONS. IDENTIFY CONFLICTS PRIOR TO ROUGH -IN. WHERE CONFLICTS WITH EXISTING UTILITIES OCCUR, ADJUST FIXTURE LOCATION AS REQUIRED. FIXTURES SHALL BE INSTALLED AS NEAR AS POSSIBLE TO LOCATIONS INDICATED ON PLANS. 4 `\ LITETRONICS #FPAM224 DRYWALL ,\ MOUNT KIT. TYP OF 3 \\ \ \ CONTACT WILLIAM MARR FOR \, ORDERING INFORMATION. , ` `\ (479) 751-7123 • WILLIAM.MARR@REXELUSA.COM 14 16.129 TYP SALES e e 16.125 ff 16.125 ; LTYP I O 0 O O p t i 0 0 O 0 o 4! fh N. O 39 r :TYP i I GR T-0" CART 11 STORAGE ° p • 2 • • MOUNT Al , E 1.3 STRUCTURE, REF 2/E1.3. TYP OF 9 OTHER VESTIBULE INCOME LI_ O TYP s • e o, ! FURNISH AND INSTALL LITETRONICS#PTAM201 ------_ aa, SURFACE MOUNT KIT. TYP OF 8 CONTACT WILLIAM MARR FOR ORDERING INFORMATION. (479) 751-7123 1 WILLIAM.MARR@REXELUSA.COM GR VESTIBULE LIGHTING PLAN 1 /8" = 1'-0" Lai FURNISH AND INSTALL LITETRONICS #FPAM224 DRYWALL I MOUNT KIT. TYP OF 3 CONTACT WILLIAM MARR FOR ORDERING INFORMATION. p (479) 751-7123� • '� Ij �i-- WILLIAM.MARR@REXELUSA.COM SALES TYP CONTRACTOR IS RESPONSIBLE FOR COMPLETE �' O INSTALLATION OF THE LIGHTING SYSTEM AS IN ----- 14 DICATED ON PLANS AND/OR AS MODIFIED TO - ACCOMMODATE EXISTING OBSTRUCTIONS. • • IDENTIFY CONFLICTS PRIOR TO ROUGH -IN. WHERE j CONFLICTS WITH EXISTING UTILITIES OCCUR, H3P — 1. ADJUST FIXTURE LOCATION AS REQUIRED. 16.125 16.125 FIXTURES SHALL BE INSTALLED AS NEAR AS TYP p A. C o ---- o L POSSIBLE TO LOCATIONS INDICATED ON PLANS. M p _ j • a �'� 3'-0"1 GM CART 'j STORAGE TYP 17' - 6" ! { 2 MOUNT AT E1.3 STRUCTURE, REF i GM '2/E1.3. TYP OF 16 ° VESTIBULE { ° 13'-0" p' ° L.1 LJ I� e a e [ o _ co 2' - OTHER 16.125 INCOME TYP O TYP FURNISH AND INSTALL LITETRONICS #PTAM201 SURFACE MOUNT KIT. TYP OF 4 CONTACT WILLIAM MARR FOR ORDERING INFORMATION. (479) 751-7123 WILLIAM.MARR@REXELUSA.COM _FURNISH AND INSTALL — - - LITETRONICS #PTAM201 - - - SURFACE MOUNT KIT. TYP OF 4 CONTACT WILLIAM MARK FOR ORDERING INFORMATION. (479) 751-7123 GM VESTIBULE LIGHTING PLAN wILLIAM.MARR@REXELUSA.COM GM VESTIBULE LIGHTING DEMO PLAN 1 /16" = 1'-0" 118" = 1'-0" 1 /16" = 1'-0" wu-wiffi w ci 0J HOaSd'� O=i_�Q OW�t-Wp � p�Ff1QOQ VU�-�Q <p.t_-WOOOW=OQN 1 a N 3i m F Z W W U U z W 6 a00o 0 LL X�>]; u55<m 0-<0 0owF= Z -oftX¢ Q W W W x Z a w a O p� -W 0 �cnz 0O-x5WW��F ZU9 a'LLOCdO6zY Q 2VOt-OUWT�LL0¢ dg Z W V x W W0wnwwz U o aWOO�zW n oc)ioLL�LOCV 0=%aaw0am z J D U) z 0 U It m a OD04 CO CD_jcM 00 L ILL J � JrCD & }- o a -17 w o � M � N z o ` j w /1 N 0 J O m F- O D ^ <� W NM co � 1 I � � z m 0 ISSUE BLOCK CHECKED BY: CM DRAWN BY: PT PROTO CYCLE: 09/25/20 DOCUMENT DATE: 10/30/20 ����uurrrrr �• 4.•'`�GENS ` No 7691 S OF �` 0i A, 'fis;O N A11 `0?�`� 10/30/20 ENLARGED LIGHTING PLANS SHEET: El .2 Z LIGHT FIXTURE SCHEDULE "OW' FIXTURES AND LAMPS ARE FURNISHED BY THE OWNER FOR INSTALLATION BY THE CONTRACTOR. "GC" FIXTURES AND LAMPS ARE FURNISHED AND INSTALLED BY THE CONTRACTOR. TYPE SUPPLIED BY DESCRIPTION VENDOR/MFR MODEL VOLTAGE INPUT VA COLOR TEMP LIGHT SOURCE LAMP QTY MOUNTING COUNT 7 OW V x 4' VOLUMETRIC TROFFER CREE INC ZR14M-40L-40K-10V-FD 120/277 30 VA 4000K INTEGRAL LED - RECESSED 7 8 OW V x 4' FLAT PANEL REXEL INC PT1403OW 120/277 30 VA 4000K INTEGRAL LED - RECESSED 20 10 OW 2' x 4' VOLUMETRIC TROFFER CREE INC ZR24M-40L-40K-10V-FD 120/277 30 VA 4000K INTEGRAL LED - RECESSED 32 14 OW 2' x 4' FLAT PANEL REXEL INC P72T440 120/277 72 VA 4000K INTEGRAL LED - RECESSED 6 17 OW EMERGENCY LIGHT REXEL INC EVHC61DP-WM 120/277 3 VA - INTEGRAL LED - WALL 1 39 OW 8' STRIP (18% UPLIGHT) GE LIGHTING SOLUTIONS LLC LUSC8AOAOV1T40VQCSWHTE 120/277 80 VA 4000K INTEGRAL LED - REF DETAILS 25 60 OW 8' LINEAR ROW START (WIRELESS DIM) ACUITY BRANDS LIGHTING INC ABX3 L96 11000LM MVOLT EOHN 35K 90CRI PLR1G AE2CD CRS UPL WH NAWT 120/277 78 VA 3500K INTEGRAL LED - SUSPENDED 5 61 OW 8' LINEAR ROW MIDDLE (WIRELESS DIM) ACUITY BRANDS LIGHTING INC ABX3 L96 11000LM MVOLT EOHN 35K 90CRI PLR1G AE2CD CRM UPL WH NAWT 120/277 78 VA 3500K INTEGRAL LED - SUSPENDED 49 62 OW 8' LINEAR ROW END (WIRELESS DIM) ACUITY BRANDS LIGHTING INC ABX3 L96 11000LM MVOLT EOHN 35K 90CRI PLR1 G AE2CD CRE UPL WH NAWT 1201277 78 VA 3500K INTEGRAL LED - SUSPENDED 5 68R OW I CIRCULAR RECESSED DOWNLIGHT CREE INC I LR6-1OL-35K-277V w/ RR6-277V 277 12 VA 3500K I INTEGRAL LED I RECESSED I45 PROVIDE 1-1/4" FENDER WASHERS, TYP SLIDING HANGER FURNISHED WITH FIXTURE, TYP TIGHTEN FURNISHED HANGER SCREW TO SECURE HANGER TO FIXTURE, TYP PROVIDE 1/4" HEX HEAD BOLT, NUT AND LOCKWASHER, TYP FLANGE CLIP (CADDY M24S OR EQUAL) NUT AND LOCKWASHER BOTTOM CHORD ATTACH AND ALIGN FIXTURES USING OF BAR JOIST SCREWS, ANCHORS, AND/OR TABS FURNISHED WITH FIXTURES UNISTRUT SHALL SUPPORT NO MORE THAN 100LBS IF P3300 IS USED AND NO MORE THAN 215LBS IF P3000 IS USED INSET \ BAR JOIST TYP REF MANUFACTURER'S "GENERAL Itiltitifilliffillifilmll Ln FITTINGS SPECIFICATIONS" FOR DESIGN BOLT TORQUE SLIDING HANGER 7INSETFURNISHED WITH FIXTURE, TYP NO CONNECTION OF ANY KIND SHALL BE MADE TO JOIST WEB MEMBERS OR JOIST BRIDGING TIGHTEN FURNISHED HANGER SCREW TO SECURE CONTRACTOR SHALL INSTALL LIGHT HANGER TO FIXTURE, TYP FIXTURES PER MANUFACTURER RECOMMENDATIONS PROVIDE LOCKING CONTRACTOR HAS THE OPTION TO USE SPRING NUT EITHER METHOD OF INSTALLATION SHOWN ALL -THREAD SHALL BE A SOLID PIECE. NO SPLICES FIXTURES SHIPPED FULLY ASSEMBLED ALLOWED WITH ELECTRICAL & MECHANICAL CONNECTORS FOR CONTINUOUS ROW MOUNTING SLIDING HANGER FURNISHED WITH FIXTURE, TYP CONTRACTOR SHALL PROVIDE AND CONNECT ALL POWER AND CONTROL TIGHTEN FURNISHED HANGER WIRING BETWEEN LIGHT FIXTURES WHEN SCREW TO SECURE HANGER ROW OF FIXTURES IS INTERRUPTED TO FIXTURE, TYP PROVIDE 1/4" ALL -THREAD, CONTRACTOR SHALL PROVIDE ALL UNISTRUT 1-1/4" FENDER WASHER LOCK AND HARDWARE NECESSARY TO SPAN BAR WASHER AND NUT, TYP JOIST AS REQUIRED FOR A COMPLETE INSTALLATION OF THE LIGHTING SYSTEM. SALES FLOOR LIGHTING NTS 07/27/18 INSET INSET PROVIDE UNISTRUT PER SPECIFICATIONS. LENGTH AS REQUIRED TO SPAN JOISTS. SECURE TO TOP CHORD OF BAR JOIST PROVIDE ALL -THREAD CONNECTION FOR END OF ROW FIXTURES EXTENDING FURTHER THAN 2'-0", UNSUPPORTED BLANK MALE CONNECTOR AND DECORATIVE END CAP AT END OF EACH ROW FURNISHED WITH FIXTURE UNISTRUT PROVIDE LOCKING SPRING NUT, TYP PROVIDE 1/4" HEX HEAD BOLT, u_u 1-1/4" FENDER WASHER, AND INSET TOP CHORD OF LOCK WASHER, TYP BAR JOIST 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 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, 1-1/4" FENDER WASHER, AND INSET BOTTOM CHORD LOCK WASHER, TYP OF BAR JOIST SUSPENDED LIGHTING CONNECTIONS TO STRUCTURE NTS 09/27/19 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 UNISTRUT PROVIDE LOCKING SPRING NUT PROVIDE 1/4" ALL -THREAD, 1-1/4" FENDER WSHER, LOCK WASHER AND NUT, TYP ALL -THREAD SHALL BE A SOLID PIECE. NO INSET SPLICES ALLOWED 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 EITHER METHOD OF INSTALLATION SHOWN PROVIDE ALL -THREAD CONNECTION TO ELECTRICAL EQUIPMENT PROVIDE AIRCRAFT CABLE SUSPENSION SYSTEM FOR CONNECTION TO ELECTRICAL EQUIPMENT - UNISTRUT PROVIDE LOCKING SPRING NUT, TYP —7: PROVIDE 1/4" HEX HEAD BOLT, 1-1/4" FENDER WASHER, AND LOCK WASHER, TYP PROVIDE UNISTRUT PER SPECIFICATIONS. LENGTH AS REQUIRED TO SPAN JOISTS. SECURE TO TOP CHORD OF BAR JOIST UNISTRUT SHALL SUPPORT NO MORE THAN 100LBS IF P3300 IS USED AND NO MORE THAN 215LBS IF P3000 IS USED INSET TOP CHORD OF BAR JOIST GENERAL ELECTRICAL CONNECTIONS TO STRUCTURE NTS 07/27/18 wLL WZO FW- D:LLU � W o��vWiQ 0--mini=wwo ow F apaHQ <W§woZoWxoaN O aLL HJ wF-a DwOW din-F-� oo � = Z O o d m m uW~iWN�iww -w�7d0 z��ww O C'lUdo� 0 -OfZ>- J 0- ZwZF-Jw�FF_ 0 D lwa. F � a 2 Z w rn w U� w ��HOW=WWWZ-WO O ~ mdZ�tLWLLOOO 00 fn 2 Z O d LL� W d' x z x(rW F-OUooF-xmmwomm m CL 00 L O � cc) M U O LL Cn J J O W = O O M 0 N Z o > of N � = 00 � oW 1VCY) cfl w m 0 z m O n ISSUE BLOCK CHECKED BY: CM DRAWN BY: PT PROTO CYCLE: 09/25/20 DOCUMENT DATE: 10/30/20 rrruu��r�� `♦♦♦♦QRADE�p�.1,fe No 769 '(p 'C—r O: E OF :��/' N AL "i, 1►n11►r 10/30/20 LIGHTING DETAILS AND SCHEDULES m 0 a SHEET: E1.3 n POWER PLAN 1 1 = 20'-0" I I I 9'I Li L1 Liah Y: I i E- PANELBOARDS H3P, L3D1, L3D2, AND L3P LOCATED IN EDC3 I a U, :�-W O� Q_LL❑ Y "6n =0zm Q W U) =� 0�jQ QW w E>wt6QOQVULLFQ iTz O WoZOWUO<N3 zQ as ir��av3 oo� LL dQm! og~ip �v O �F0zw vp�wjWa'F-O� G� c7UQo� OCSU�� ? poaoU�yui�ma H(L Zwnz�- w0F~ - WU'xWZUz li oUFUW=wwwz-WO UQZHu-wLLOOc�¢�¢OU =zoQLL iwwfflcrw U) HOUDOFKmmwQmm U) z a J D z O U w m a. 0 tr N Ll7 O c�:DJM O L.L J �(6 J rn —� O —� _ N a' � ~ w j 0 CL � 0 =wo w O NZ � o N JO I— O a' � m W NM ~ W m z 1)1 m O ISSUE BLOCK CHECKED BY: CM DRAWN BY: PT PROTO CYCLE: 09/25/20 DOCUMENT DATE: 10/30/20 POWER PLAN SHEET: E2 6 COORDINATE DEVICE LOCATION FOR DIGITAL MENU BOARDS WITH STORE SETUP SUPERVISOR PRIOR TO ROUGH -IN. (I ETR € MONEY I CENTER s � I � SINGLE GANG WALL BOX WITH BUSHING PROVIDED BY E.C. I ETR 16.470 16.470 LTS-3 - 19 L S-3 - 16 - 16.470 -- - _ - - ETR PANEL LTS-3 i r` ' T / L U 18� { MOUNT BOTH RECEPTACLES I / 16.471 - ' \ I -- --! IN SAME BOX. FURNISH AND y- 46.470 INSTALL COVER PLATE AS LTS-3 - 14 REQUIRED, TYP OF 3. i ETR 1� DIGITAL MENU BOARDS, +80" TENANT MONEY CENTER POWER PLAN 1 /4" = 1'-0" 7 PROVIDE STAINLESS STEEL COVER PLATES TYP IN RESTROOMS p_ s � TO BACKLIT MIRROR !s i _ RELAY, TYP OF 2. SCENT SYSTEM RECEPTACLE, MOUNT I > REF 2/E1.1 I AT 13" BELOW CEILING AND ENSURE NO OBSTRUCTIONS WITHIN 4" LEFT AND i RIGHT OF RECEPTACLE, TYP OF 2, HAND DRYER TO BE # -_-' REPLACED. REFER TO 1 HD 'HD J F- J HD ARCHITECTURAL DETAILS AND J 1 ' MANUFACTURER'S I ` f HAND DRYER. = REFER TO ARCHITECTURAL DETAILS INSTRUCTIONS FOR ROUGH -IN '2 -39 L3D1 -911 L3D2 -41 AND MOUNTING ( AND MANUFACTURERS , 16.145 16.477 16.145 REQUIREMENTS. I - INSTRUCTIONS FOR ROUGH -IN AND 16.477 16.477 { 1 � 1 � � MOUNTING REQUIREMENTS, TYP OF 2 MEN -� WOMEN I 16.462 FRONT RESTROOM POWER PLAN RELOCATE TIMECLOCK TO +46" AFF TO TOP MODULAR CABINET MANUFACTURER TO PROVIDE ELECTRICAL WHIP. EC TO ROUTE WHIP TO WATER HEATER LOCATION. EC RESPONSIBLE FOR INSTALLATION OF UNDER COUNTER ELECTRICAL DEVICES. DEVICES IN MODULAR CABINETS ARE PREWIRED. EC TO RPUTE ELECTRICAL WHIPS THROUGH CHASE AT TOP OF CABINETS TO PREINSTALLED JUNCTION BOX AND MAKE FINAL CONNECTIONS. MODULAR CABINETRY MODULAR CABINETS - EC TO ROUTE CONDUIT DOWN WALL AND MAKE FINAL CONNECTIONS AT JUNCTION BOX PROVIDED BY MODULAR COUNTER MANUFACTURER. REF ARCH DRAWINGS. ---� MICROWAVES. REFRIGERATOR REFRIGERATOR it Q TENANT MONEY CENTER �POWER DEMO PLAN 1 /8" = 1'-0" 7 PROVIDE STAINLESS STEEL COVER PLATES TYP IN RESTROOMS 6 tUl L-- —I ----------- (H:.6 - - - - - - FAM LY. I - HAND DRYER_ f LID 5 3 REFER TO ARCHITECTURAL DETAILS TOILET � � � AND MANUFACTURERS INSTRUCTIONS FOR ROUGH -IN AND i MOUNTING REQUIREMENTS, TYP OF 3 # # �� �`\ { ,-HD--m- - ___._TO BACKLIT MIRROR- f' HD J WOMEN RELAY, TYP OF 3_,. REF-5 / E1.1- -� 1D 32 SCENT SYSTEM RECEPTACLE, MOUNT �'� %t -> 16 477 16 462 ��li ! a i L1 p -3 AT 13„ BELOW CEILING AND ENSURE NO 16.145 OBSTRUCTIONS WITHIN 4" LEFT AND � z 2 HD j I RIGHT OF RECEPTACLE, TYP OF 3. I 16.145 MEN LID -1 HD J " L1 D2 -34 gg i' H_ _ _ _ _ — _ _ _ _ _ _ _—g,_.-. — HAND DRYER TO BE REPLACED. REFER TO ARCHITECTURAL DETAILS AND MANUFACTURER'S INSTRUCTIONS FOR ROUGH -IN AND MOUNTING REQUIREMENTS, TYP OF 2 REAR RESTROOM POWER PLAN 1 /8" = 1'-0" PLUGMOLD PROCUREMENT: MODULAR COUNTER MANUFACTURER TO SUPPLY NEW PLUGMOLD AS SPECIFIED ON PLANS TO BE INCLUDED WITH MODULAR MILLWORK. CONTACT: REXEL WILLIAM MARR (479) 751-7123 WILLIAM.MARR@REXELUSA.COM OUTLET BOX, RECEPTACLE AND (RF ELECTRICAL WHIP PREINSTALLED BY CABINET MANUFACTURER MODULAR TECH BAR 16.508 LID2 -37 EC TO PROVIDE JUNCTION BOX AT +24" FOR CONNECTION ---COFFEE MAKER F j (� �j TO MODULAR TECH BAR. I MODULAR ISLAND LID -12 r E 16.145 {� BREAKROOM CABINETS, TECH BAR, AND ISLAND ARE MODULAR. RECEPTACLES AND PLUGMOLD ARE INSTALLED AND PREWIRED BY MANUFACTURER, CIRCUITRY SHOWN FOR CLARITY. E.C. TO ROUTE PREWIRED WHIPS TO FINAL CONNECTION POINT AS REQUIRED AND MAKE FINAL CONNECTIONS. /— PLUGMOLD S-20GB306TRGFI (STAINLESS STEEL) WITH MATCHING POWER FEED AND END FITTINGS PROVIDED AND PREINSTALLED BY MODULAR COL F 1�1D2 -27 I MANUFACTURER, TYP OF 2 16.145 II Y7, TYP OF 2 - � � 16.4108 F 16.145 L1 D2 -23 E.C. TO MAKE FINAL CONNECTION 16.145 TO MODULAR COUNTER. F F LID2 1- 11D_-18 L1D2-29,35 , F 16.145 L1 D -14 D \� LID -16 16.145 --- 16.145 L1 -3: - - 1 D2 - 5-1 - F F F BREAK ROOM FREEZER (-,,`,\BREAKR00M POWER PLAN 5 (iiiii'-.1 �BREAKROOM POWER DEMO PLAN 1 /8" = 1'-0" Oaf co wU-LuZL LL � w � jw� ?0cl, �SW=F�ZU~LLSZ W�S�SOZ�2` fw„OOa Qn. t_WOZOw SOON OLL ffitwtl3:mH.IW W UZd'Q z0 oav, cn $ dtw-oowvicAw'0 <,O- �-ZNO�ix5ww0 88- C9UQotY QZ} LL ¢cno;ycow QJF" �OOiUK ar wizwzt-Jw7HD N5;owmwb1xzoZ 0wwwwnwwwz-w0 v�Qozwwu-0CcD 00 n =zOQL2w E-oo o- Ofnawoiwm co z J Z) U) z O U m a % V Lo 0 0 ,.,� LL u- J [Y ry co o a ZwO Lo 'wr' IV - z o N J W N � =m0 LLJ Ncn � ti w 0 z m O ISSUE BLOCK CHECKED BY: CM DRAWN BY: PT PROTO CYCLE: 09/25/20 DOCUMENT DATE: 10/30/20 x •.�� C E N s�.• •0�.,�� No 76 E OF Al 10/30/20 ENLARGED POWER PLANS k v % 1/8" = 1'-0" a k G % 1 /4" = V-0" SHEET: E2.2 2 a 0 N ELECTRICAL SYMBOLS LEGEND 04.24.20 (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) SYMBOL DESCRIPTION =/O LIGHT FIXTURE (WALL MOUNTED/CEILING MOUNTED) o LIGHT FIXTURE LIGHT FIXTURE, NIGHT LIGHT VOLUMETRIC LIGHT FIXTURE TRACK LIGHTING / ® EXIT FIXTURE J (WALL MOUNTED/CEILING MOUNTED) / Doa EMERGENCY LIGHT (WALL MOUNTED/CEILING MOUNTED) / EMERGENCY LIGHT REMOTE HEADS (WALL MOUNTED/CEILING MOUNTED) $ SINGLE POLE SWITCH $3 3-WAY SWITCH $4 4-WAY SWITCH $K KEYED SWITCH $D DIMMER SWITCH $VS VARIABLE SPEED SWITCH $M MANUAL MOTOR SWITCH *OS SINGLE POLE OCCUPANCY SENSOR SWITCH $OS2 DOUBLE POLE OCCUPANCY SENSOR SWITCH ((( OS k CEILING MOUNTED OCCUPANCY SENSOR SWITCH, FOUR -DIRECTION SENSING OS WALL MOUNTED OCCUPANCY SENSOR SWITCH, ONE -DIRECTION SENSING RECEPTACLE,DUPLEX RECEPTACLE,DUPLEX, MOUNTED HORIZONTALLY RECEPTACLE, GFI 0 RECEPTACLE, DUPLEX FLUSH FLOOR RECEPTACLE,DUPLEXISOLATED GROUND FLUSH FLOOR RECEPTACLE, DOUBLE DUPLEX }� RECEPTACLE,DUPLEX ll ISOLATED GROUND RECEPTACLE, DOUBLE DUPLEX, ISOLATED GROUND RECEPTACLE, SIMPLEX TWIST LOCK, L5-15R, UNO RECEPTACLE, SIMPLEX TWIST LOCK, ISOLATED GROUND, L5-15R, UNO RECEPTACLE, DUPLEX TWIST LOCK, L5-15R, UNO RECEPTACLE, DUPLEX TWIST LOCK, ISOLATED GROUND, L5-15R, UNO (� RECEPTACLE, SPECIAL RECEPTACLE, SIMPLEX RECEPTACLE, PLUG -MOLD O JUNCTION BOX (WALL MOUNTED/CEILING MOUNTED) O THERMOSTAT (WALL MOUNTED/CEILING MOUNTED) ® ALARM JUNCTION BOX, (WALL MOUNTED/CEILING MOUNTED) ALARM JUNCTION BOX, ® FOR REMOTE TEST/RESET (WALL MOUNTED/CEILING MOUNTED) O SMOKE DETECTOR ❑-i NON -FUSED DISCONNECT FUSED DISCONNECT EQUIPMENT CONNECTION POINT (PROVIDED WITH EQUIPMENT) CIRCUIT, CONCEALED IN WALLS OR ���-- CEILING, E INDICATES EXISTING WIRING CIRCUIT, CONCEALED IN SLAB FLOOR, E INDICATES EXISTING WIRING CIRCUIT, EXPOSED, t� E INDICATES EXISTING WIRING 11WwkZi]Iyr[el:&T0 :10010 I-_ I I CONDUIT SLEEVE = I FLUSH MOUNTED PANELBOARD I SURFACE MOUNTED PANELBOARD - TELEPHONE / DATA BOX FOR ISD LOW VOLTAGE CABLE BOX FOR OTHER TELEPHONE, FLUSH FLOOR O MOTOR TELEPOWER POLE PUSH BUTTON BUZZER SS SAIL SWITCH JUNCTION BOX 1 i K I HORN / STROBE DH DOOR HOLD OPEN TC TIME CLOCK ABBREVIATIONS a, b, c LOWER CASE LETTERS INDICATE SWITCHING CONFIGURATION AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE C CONDUIT CCT CIRCUIT CF CEILING FAN CW CASH WRAP EC ELECTRICAL CONTRACTOR EF EXHAUST FAN ETR EXISTING TO REMAIN EWC ELECTRIC WATER COOLER G GROUND GC GENERAL CONTRACTOR GFEP GROUND FAULT EQUIPMENT PROTECTION GFI GROUND FAULT CIRCUIT INTERRUPTER HD HAND DRYER IG ISOLATED GROUND LCU LIGHTING CONTROL UNIT NL NIGHT LIGHT NTS NOT TO SCALE REC REFRIGERATION ELECTRICAL CONTRACTOR RC REFRIGERATION CONTRACTOR RH RADIANT HEATER SC SECURITY CAMERA TR TAMPER RESISTANT TYP TYPICAL UH UNIT HEATER LINO UNLESS NOTED OTHERWISE WH WATER HEATER WP WEATHER PROOF WR WEATHER RESISTANT PROVIDE 2-1/2" UNISTRUT STRAP TO FIRMLY CLAMP TO CONDUIT - 2-1/2" PVC CONDUIT POWER POLE 1/4" TAPCON+ AT 2-3/4" EMBEDMENT, TYP VOICE/DATA ROUGH -IN SCHEDULE 09.27.19 DROP ROUGH -IN NOTES: -a FLUSH MOUNT JUNCTION BOX AT +20" (UNO) WITH (1) 3/4" CONDUIT STUBBED 12" ABOVE LAY -IN CEILING. -b FLUSH MOUNT JUNCTION BOX AT +20" (UNO) WITH (1) 3/4" CONDUIT ROUTED TO NEAREST ACCESSIBLE CEILING SPACE. -c SURFACE MOUNT JUNCTION BOX AT +66" (UNO) WITH (1) 3/4" CONDUIT STUBBED TO ACCESSIBLE CEILING SPACE. SCHEDULE GENERAL NOTES: 1. ALL JUNCTION BOXES SHALL BE DOUBLE GANG WITH SINGLE GANG PLASTER RING UNLESS NOTED OTHERWISE ON SCHEDULE. 2. ALL JUNCTION BOXES TO BE ROUGHED IN AT SCHEDULED HEIGHT UNLESS NOTED OTHERWISE ON DRAWINGS. 3. ALL CONDUITS SHALL BE TERMINATED WITH BUSHINGS. 4. PROVIDE PULL WIRE WITH EACH EMPTY RACEWAY (JUNCTION BOX/CONDUIT) INSTALLED. 5. CONDUIT RUNS SHALL HAVE NO MORE THAN 90 DEGREES OF TRANSITION BETWEEN PULL BOXES. 6. WHERE CONDUIT(S) TRAVERSE AREAS WITH CEILINGS OPEN TO STRUCTURE, CONDUIT(S) SHALL BE CONCEALED AS WELL AS POSSIBLE FROM VIEW FROM CUSTOMER AREA. 7. FOR CONDUIT RUNS SCHEDULED WITH 1-1/2" OR LARGER CONDUIT UTILIZE LARGE RADIUS SWEEPS AT POINTS OF TRANSITION. 8. ACCESSIBLE CEILING SPACE SHALL BE CONSIDERED 12 INCHES ABOVE A LAY -IN CEILING OR ABOVE BAR JOIST ACCESSIBLE BY A SCISSOR LIFT FOR AREAS OPEN TO STRUCTURE. INSTALL FURNISHED POWER POLE. MOUNT JUNCTION BOX(ES) TO TOP SIDE OF BOTTOM CHORD OF BAR JOIST, PROVIDE 3/8" FLEXIBLE METAL WHIPS FROM JUNCTION BOX AND CONNECT AT TOP OF POWER POLE. CABLE WHIPS TO POWER POLE SHALL BE INSTALLED IN A NEAT AND WORKMAN -LIKE MANNER. ROUTE WHIPS TO TERMINATIONS ALONG UNISTRUT OR STRUCTURE AND SUPPORT EVERY 12" TO 24" ALONG ENTIRE EXPOSED LENGTH. EXCESS CABLE SHALL BE KEPT TO A MINIMUM AND TIGHTLY COILED AND ATTACHED TO UNISTRUT OR JOIST. 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. JUNCTION BOXES AND RACEWAYS SHALL NOT BE MOUNTED WITHIN 1-1/2" OF DECK. POLES ARE ABLE TO BE FIELD CUT FOR AREAS THAT HAVE LOWER STRUCTURE OR CEILINGS. FOLLOW MANUFACTURER INSTRUCTIONS FOR CUTTING. WHEN PENETRATING GYP BOARD CEILINGS OR SOFFITS COORDINATE LOCATION AND QUANTITY OF ACCESS PANELS TO MAINTAIN ACCESS PER NEC REQUIREMENTS WITH ARCHITECT. SECURE TOP OF POLE PER MANUFACTURER INSTRUCTIONS. EXTEND POWER POLE 12" MIN. WITHIN PVC SLEEVE EXTENDER ARM / POWER POLE MILLWORK SPACER INCLUDED WITH FOOT POWER POLE FOOT (FOR FREESTANDING POLES) WHEN INSTALLING ENTERTAINMENT TABLE (ENT) POWER POLE, A SEPARATE SPACER IS PROVIDED TO BE INSTALLED IN SPACE BETWEEN SIDE OF MILLWORK AND POLE. ENSURE PROPER POLE ORIENTATION TO ALLOW POLE AND BRACKET TO BE MOUNTED FLUSH WITH THE TABLE. PROVIDE PVC SLEEVE LENGTH 12" MIN. TO 36" MAX. TO ACCOMMODATE VARIATIONS IN STRUCTURE HEIGHT. INSTALL CEILING FLANGE FURNISHED WITH POLE WHEREVER POLE PASSES THROUGH CEILING INSTALL TWO-PIECE, SELF-ADHESIVE FLANGE FURNISHED WITH POLE WHEREVER POLE PASSES THROUGH MILLWORK, EXCEPT AT CHECKOUTS UNISTRUT i �- PROVIDE 1-1/4" FENDER FINISHED WASHER, LOCK WASHER FLOOR AND NUT, TYP POWER POLE CONNECTION NTS 07/26/19 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 WASHER, TYP PROVIDE UNISTRUT P1026 ANGLE FITTING OR EQUAL BOTTOM CHORD OF BAR JOIST WHERE POWER POLE FOOT IS TO BE INSTALLED ON TILE, RUBBER FLOORING, OR CARPET, REMOVE PORTION OF THE FLOORING TO ALLOW FOOT TO BE SECURED DIRECTLY TO THE FLOOR SLAB. REFER TO SPEC SECTION 05090. DO NOT INSTALL DIRECTLY ON TOP OF TRANSITION STRIPS. SECURING THE FOOT DIRECTLY ON TOP OF VCT FLOORING IS ACCEPTABLE. GENERAL NOTES 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 ANDTHAT 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 AND LIGHTING 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 +44" 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 AN UPDATED AND COMPLETE TYPEWRITTEN CIRCUIT IDENTIFICATION SCHEDULE FOR EVERY PANELBOARD AFFECTED BY THIS PROJECT. 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, PROVIDE UL LISTED HANDLE TIES ON ALL MULTIWIRE BRANCH CIRCUITS PER NEC REQUIREMENTS. 11. 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. 12. DEVICES SHOWN ON COOLER/FREEZER PANELS SHALL BE SURFACE MOUNTED UNLESS NOTED OTHERWISE. SEAL DEVICES TO COOLER/FREEZER PANELS WITH SILICONE SEALANT. 13. SURFACE MOUNTED CONDUIT ON COOLER/FREEZER PANELS OR IN FOOD PREP AREAS SHALL BE INSTALLED WITH GALVANIZED 1/2" STANDOFF CONDUIT HANGERS TO ALLOW FOR CLEANING. 14. ONLY FEEDER CIRCUITS NOTED ON THE ONE LINE DIAGRAM AND BRANCH CIRCUITS NOTED BY LEGEND SHALL BE INSTALLED UNDER SLAB. PROVIDE EXTERIOR COATED GRC BENDS ON ALL CONDUIT RUNS THAT HAVE 45 DEGREE BENDS OR GREATER. REFER TO SPECIFICATION SECTION 16.100 FOR UNDER SLAB. 15. SEISMIC ZONE REQUIREMENTS: PROVIDE EXPANSION COUPLINGS AND BRACING FOR ELECTRICAL EQUIPMENT AS REQUIRED BY LOCAL CODES. 16. 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 LOTLIGHTING 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. 17. 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. IF CIRCUIT IS NOT REUSED, REMOVE CIRCUIT BREAKER AND REPLACE WITH FILLER PLATE. EXCEPTION: DISTRIBUTION AND POWER SWITCH BREAKERS SHALL BE ETR AS "SPARE PROVIDE HANDLE LOCK OFF DEVICE TO LOCK "SPARE" CIRCUIT BREAKER IN THE "OFF" POSITION. UPDATE TYPEWRITTEN CIRCUIT IDENTIFICATION SCHEDULE AS "SPACE" OR "SPARE". 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 REMOVED SHALL ALSO BE REMOVED. REMOVE CIRCUIT BREAKER AND REPLACE WITH FILLER PLATE. EXCEPTION: DISTRIBUTION AND POWER SWITCH BREAKERS SHALL BE ETR AS "SPARE". PROVIDE HANDLE LOCK OFF DEVICE TO LOCK "SPARE" CIRCUIT BREAKER IN THE "OFF" POSITION. UPDATE TYPEWRITTEN CIRCUIT IDENTIFICATION SCHEDULE AS "SPACE" OR "SPARE". 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. 18. DATA AND PHONE CONDUIT INSTALLATION MILESTONE DATE: ALL RACEWAY AND CONDUIT SLEEVES FOR DATA AND PHONE CABLING TO BE INSTALLED 3 WEEKS PRIOR TO CONTRACT SUBSTANTIAL COMPLETION DATE. 19. 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. 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. Z),6D =azm a w fn OdT� O mQ rmw mxE-- Ww - w ��-0 u. >wo�¢ W,a�_LLOc�ow~Zzw � O Iaj1N�Jw�Jw{YW Z�Q ��rn¢a�QjOOW It �F aam�ra�moo�Fx QIw-wzR Z O H�.W zIwxa0 zNO�n_�ww Q o 22g8M 000�sZ} §FjM-0Uw> mwu-m¢ _j wD fn��WiWowwwz I- =oWww�Wzc�awzaw U) o000-1 aaw0 dm m F-- z J z O U m a 0 0 � d' a� C::D C_:m 0LL �cl _j rn o >- O w a. CL C)M W O m N z o o N 0 r 0 H WT N CD w m z m O ISSUE BLOCK CHECKED BY: CM DRAWN BY: PT PROTO CYCLE: 09/25/20 DOCUMENT DATE: 10/30/20 ` pRA�EEp'1 i No 7649 ATE OF • IIJ 00. O R t'; 'NCB,. 11n 11111 10/30/20 ELECTRICAL DETAILS SHEET: E3 KEYNOTES ONE -LINE DIAGRAM LEGEND 11.19.10 PANELBOARD NOTES () COORDINATE ALL CHANGES TO EXISTING ELECTRICAL SERVICE AND METERING WITH UTILITY COMPANY. STORE ADDRESS: WALMART GENERAL REMODEL 7631 GALL BLVD ZEPHYRHILLS, FL 33541 UTILITY COMPANY: DUKE ENERGY CONTACT: ERIKA MCCULLOUGH PHONE: (727) 372-5118 EXISTING SUBMETERING: IF IT IS NECESSARY TO REMOVE A METER, RTU SERVER, CT OR DISRUPT THE COMMUNICATION OF THE SUBMETERING SYSTEM IN ANY WAY, THE CONTRACTOR IS RESPONSIBLE TO RESTORE THE SUBMETERING SYSTEM TO THE SAME LEVEL OF OPERATION THAT EXISTED PRIOR TO THE WORK BEING INITIATED. THE EXISTENCE AND FUNCTIONALITY OF THE SUBMETERING SYSTEM SHALL BE VERIFIED BY CALLING WALMART BUILDING PERFORMANCE TEAM AT 479-204-0432 BETWEEN THE HOURS OF 7 AM AND 5 PM CENTRAL TIME. CONTACTOR SCHEDULE LABEL AS SHOWN: ENCLOSURE COIL VOLTS CONTACTS NOTES NO. LOAD SERVED C1 SUSPENDED PRODUCE LIGHTING NEMA-1 120V 600V, 20A-2P MECHANICALLY HELD C2 SUSPENDED PRODUCE LIGHTING NEMA-1 120V 600V, 20A-2P MECHANICALLY HELD NOTE: E.C. TO FURNISH AND INSTALL CONTACTORS. REFER TO SHEET BAS1 FOR EMS CONTROL INFORMATION. F EXISTING UTILITY TRANSFORMER 480Y/277V, 30, 4W SEC 1 J 1 L__- 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. MSB 1 ELEC ROOM 1 EXISTING 4000 AMPS 480Y/277V 30 4W I I , I I � I 600A 3P I I I I I i I I I ELECTRICAL ROOM 1 EXISTING PNLBD H4B 480Y/277V I I I ELECTRICAL ROOM 4 EXISTING PNLBD C1 i H4C C2 480Y/277V I I 16.299 INSTALL IN NEMA-1 ENCLOSURE REF 2/BAS1 WITH NAMEPLATE INDICATING "CONTACTOR CONTROL XFMR" I PARTIAL ONE -LINE DIAGRAM NTS REPRESENTS THE AVAILABLE FAULT CURRENT IN RMS SYMMETRICAL AMPS AT THE RESPECTIVE TRANSFORMER, <XX,XXX PANELBOARD, OR EQUIPMENT. FAULT CURRENT CALCULATIONS ARE BASED ON AVAILABLE CURRENT OF 33,910 AMPS AT SECONDARY TERMINALS OF THE UTILITY TRANSFORMER AS PROVIDED BY THE UTILITY COMPANY. 16.299 CONNECT BAS CONTROL TRANSFORMER(S) AND/OR ELDP(S) TO NEAREST 120V RECEPTACLE CIRCUIT WITH (2}#12, (1 #12G. COORDINATE INSTALLATION AND PROCUREMENT WITH BAS CONTRACTOR. REFER TO BAS PLAN INDICATED. NEW EQUIPMENT EXISTING EQUIPMENT - - - - - EQUIPMENT TO BE DEMOLISHED NOTE: ALL OF THE ELECTRICAL DEVICES SHOWN ON THE RISER FEEDER SCHEDULE DIAGRAM ARE EXISTING AND ARE BASED UPON AS -BUILT DRAWINGS. E.C. SHALL VERIFY THE EXACT EXISTING CONDITIONS, SIZES AND LOCATIONS OF EQUIPMENT ALL CONDUIT AND CONDUCTOR SIZES ARE BASED ON EMT WITH 40% PRIOR TO ROUGH -IN. THIS RISER IS SHOWN FOR FILL, 759C RATED TERMINATIONS AND TYPE THHN/THWN-2 INSULATION. INFORMATIONAL PURPOSES ONLY AND ANY NEW FOR NON -EMT CONDUIT OR TERMINATIONS OR INSULATION TYPES DEVICES ARE SHOWN IN BOLD AND ARE NOTED. DURING RATED LESS THAN 75°C, MODIFY SIZES ACCORDING TO NEC. CONSTRUCTION, THE STORE SHALL STAY OPEN FOR 0 FEEDER OR GROUND SIZE BUSINESS. ANY NECESSARY POWER DOWNTIME SHALL BE SCHEDULED AND APPROVED BY WALMART CONSTRUCTION MANAGER. 1. TERMINATE GROUND ON ISOLATED GROUND BUS. 2. INSTALL LOCKING DEVICE (LOCK -OFF FOR MAINTENANCE). LOCKING DEVICE SHALL BE UL LISTED. MANUFACTURER SHALL MATCH EXISTING PANELBOARD MANUFACTURER. 3. INSTALL LOCKING DEVICE (LOCK -ON FOR CRITICAL LOAD). 4. GFI BREAKER FOR PERSONNEL PROTECTION (5MA). 5. GFI BREAKER FOR EQUIPMENT PROTECTION (30MA). 6. CONDUCTOR SIZE HAS BEEN INCREASED FOR VOLTAGE DROP. SIZE EQUIPMENT GROUNDING CONDUCTOR PROPORTIONATELY PER NEC. 7. REFER TO ONE -LINE DIAGRAM FOR AVAILABLE FAULT CURRENT FOR INTERRUPT RATINGS. 8. REFER TO ONE -LINE DIAGRAMS FOR WIRE SIZES. 9. FACTORY WIRED TO LOAD. 10. BREAKER SHALL BE HIGH MAGNETIC TYPE. 11. BREAKER REMOVAL - FIELD VERIFY CIRCUIT BREAKER IS NOT SERVING AN EXISTING LOAD. 1F NO EXISTING LOAD, REMOVE CIRCUIT BREAKER AND PROVIDE FILLER PLATE. IF BREAKER IS SERVING A LOAD, IDENTIFY LOAD SERVED. UPDATE CIRCUIT IDENTIFICATION SCHEDULE AS "SPACE" OR INDICATE LOAD SERVED. 12. DUAL TAP SOLENOID OPERATED BREAKER. CONNECT EMERGENCY/NIGHT LIGHTING TO UNSWITCHED TERMINATION. 13. EXISTING CIRCUIT AND/OR CIRCUIT BREAKER. 14. ROUTE CIRCUIT THROUGH CONTACTOR. 15. PROVIDE INTERLOCK WIRING WITH EXHAUST HOOD ANSUL SYSTEM. 16. RELOCATED CIRCUIT FROM EXISTING PANELBOARD. 17. PROVIDE BLANK CIRCUIT BREAKER FILLER PLATE FOR EXPOSED SPACE IN PANELBOARD. 18. PROVIDE U.L. LISTED OVERCURRENT DEVICE TO COORDINATE AND MAINTAIN MANUFACTURER'S SERIES RATED SYSTEM. 19. EXISTING CIRCUIT BREAKER TO REMAIN. VERIFY CONDITION OF CIRCUIT BREAKER TO ENSURE THAT IT IS OPERATIONAL AND MEETS ALL U.L. RATINGS. 20. ROUTE CIRCUIT THROUGH EXISTING LCU CABINET UTILIZING EXISTING RELAY AND CONTROLS. UPDATE LCU IDENTIFICATION SCHEDULE WITH LOAD IDENTIFICATION. 21. SOLENOID OPERATED CIRCUIT BREAKER. REFER TO ENERGY MANAGEMENT PLANS FOR CIRCUIT BREAKER CONTROL. 22. EXISTING LOAD - TRACE EXISTING CIRCUIT, IDENTIFY LOAD AND UPDATE CIRCUIT IDENTIFICATION SCHEDULE FOR LOAD SERVED. IF CIRCUIT IS NOT IN USE, REFER TO PANELBOARD NOTE (11). 23. ROUTE CIRCUIT THROUGH ENCLOSED GFI BREAKER FOR PERSONNEL PROTECTION (5MA). 24. SPARE - FIELD VERIFY CIRCUIT BREAKER IS NOT SERVING AN EXISTING LOAD. IF NO EXISTING LOAD, PROVIDE LOCK OFF DEVICE TO LOCK SPARE BREAKER IN THE OFF POSITION. IF BREAKER IS SERVING A LOAD, IDENTIFY LOAD SERVED. UPDATE CIRCUIT IDENTIFICATION SCHEDULE AS "SPARE" OR INDICATE LOAD SERVED. 25. EXISTING LOAD - TRACE EXISTING CIRCUIT, IDENTIFY LOAD AND UPDATE CIRCUIT IDENTIFICATION SCHEDULE FOR LOAD SERVED. IF CIRCUIT IS NOT IN USE, REFER TO PANELBOARD NOTE (24). GENERAL NOTES: 1. NEW OVERCURRENT PROTECTIVE DEVICES PLACE IN EXISTING PANELBOARDS OR DISTRIBUTION BOARDS SHALL MATCH THE TYPE AND AIC RATING OF EXISTING OVERCURRENT PROTECTION DEVICES IN SAID BOARD. 2. E.C. SHALL TRACE ALL ELECTRICAL CIRCUITS FOR EVERY EXISTING PANELBOARD AFFECTED BY THIS PROJECT. IDENTIFY LOADS ON EACH CIRCUIT. PROVIDE A COMPLETE TYPEWRITTEN CIRCUIT IDENTIFICATION SCHEDULE FOR EVERY AFFECTED PANELBOARD. 3. ALL OVERCURRENT DEVICES ARE NEW UNLESS NOTED OTHERWISE. SOURCE OF SUPPLY NOTE CONTRACTOR TO VERIFY THE FEEDER ORIGINATION POINT SOURCE OF POWER FOR ALL DISTRIBUTION BOARDS, PANELBOARDS, AND BUSWAY AFFECTED BY THE REMODEL SCOPE OF WORK. PROVIDE A LAMINATED PLASTIC NAMEPLATE PER SPECIFICATIONS INDICATING THIS INFORMATION. EXAMPLES: H1A FED FROM MSWB L1D FED FROM H113 VIA T1D ARC FLASH ARC FLASH HAZARD WARNING LABELING REQUIREMENTS PER NEC ARE PROVIDED BY OWNER UNDER SEPARATE CONTRACT. POWER INTERRUPTION NOTE COORDINATE ALL WORK THAT REQUIRES POWER INTERRUPTIONS TO THE STORE WITH THE STORE MANAGER AND THE WALMART CONSTRUCTION MANAGER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL STORE POWER INTERRUPTIONS. IN ADDITION, IF THE MAIN ELECTRICAL SWITCHGEAR REQUIRES WORK AND DOES NOT HAVE AMAIN SERVICE DISCONNECTING MEANS, COORDINATE WITH THE UTILITY COMPANY A MINIMUM OF TWO WEEKS IN ADVANCE OF THE STORE POWER INTERRUPTION. IF STORE IS NOT OPEN 24 HOURS PER DAY, ALL STORE POWER INTERRUPTIONS ARE TO BE ACCOMPLISHED AFTER NORMAL STORE BUSINESS HOURS. PROVIDE TEMPORARY POWER AS REQUIRED PER SPECIFICATIONS. INSTALLATION OF NEW EQUIPMENT SHALL BE COMPLETED AND THE POWER SYSTEM TESTED AND RE -ENERGIZED PRIOR TO THE TIME ESTABLISHED BY THE STORE MANAGER AND THE WALMART CONSTRUCTION MANAGER. a� m� mZ O F w in OJ��Q OW�F-W� w WX �Zx'#-ZOo w �dtw02owxg<N W N� J W� W W F Z Q JQ�- ax¢VOO� O t dQln�i�-p2F- A w z O ¢r o w0wmZdwaO 3: wR3FwSwwWO'- I..-, C7Udo� oosc 66 } Z -� M dw Q WLL n¢ aVOoFOULLI 2a 2ZwmZ~JwU` WOfrOwwww-wz d Paz LLwwwa-��o LLCO ?qQ0 U) H O OU D O m d w 0 d m m H z h z O Q m a % 0 � I c� rn U*) C::D C:D J co O O U- L� .. U) _j (3) J�o a = ti O ao =WoLo NZ N uo N Q LU J w N 0 =m0 H co W r N ce) ti w m z m O ISSUE BLOCK CHECKED BY: CM DRAWN BY: PT PROTO CYCLE: 09/25/20 DOCUMENT DATE: 10/30/20 .� QaADEFp '��. C,..••• ��;• N o 769 -. 0 0. r :x- :�� A E OF 44/"' �11N A��� 11111111,4 10/30/20 ELECTRICAL ONE -LINE DETAILS AND SCHEDULES I 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 PANELBOARD: 1-14C (EXISTING) BUS AMPS: 100A EQUIPMENT GROUND BUS MAINS SIZE/ TYPE: 100AIMLO AIC RATING: 14,000 VOLTS/PHASE: 480Y/277 V 3PH, 4W SERVES: GROCERY LIGHTING SECTIONA MOUNTING: SURFACE LOCATION: EDC#4 CKT NO. DESCRIPTION 1 PRODUCE/SEAFOOD LTGC 3 BAKERY LIGHTING 13 5 DELI LIGHTING 13 7 MEAT PREP (13 9 PRODUCE LIGHTING 19 11 PRODUCE LIGHTING 19 13 EXISTING LOAD 22 15 EXISTING LOAD 22 17 EXISTING LOAD (22) PANELBOARD NOTES: WIRE BKR AMP P A B C P BKR AMP WIRE DESCRIPTION CKT NO. - 20 A 1 2600 VA 2680 VA1 2670 VA 1900 VA 1 20 A - RADIO GRILL LIGHTING (13 2 20 A 1 K 1 20 A — F. GROCERY STOCKROOM 13 4 — 20 A 1 3740 VA 3100 VA 1 20 A -- COURTESY DESK LIGHTING 13 6 - 20 A 1 1770 VA 1296 VA 2403 VA 2250 VA t .' ;' 6 µ 1 20 A VESTIBULE LIGHTING(19) 8 20 A 1 1 20 A - TENANT SPACE LIGHTING 13 10 20 A 1 2170 VA 4432 VA 1 20 A — EXISTING LOAD 22 12 -- 20 A 1 4432 VA 0 VA -- — SPACE 14 20 A 1 4432 VA 0 VA -- -- - SPACE 16 -- 20 A 1 4432 VA 0 VA - — SPACE 18 Total Load: 12778 VA 13655 VA 17874 VA Total Amps: 46 A 50 A 65 A TOTAL DEMAND Total Conn. Load: 44307 VA Total Est. Demand: 40463 VA Total Conn.: 53 A Total Est. Demand: 49 A FED VIA 60A,3POLE CIRCUIT BREAKER IN PANEL H413. PANELBOARD: L1 D (EXISTING) BUS AMPS: 225A EQUIPMENT GROUND BUS MAINS SIZE/ TYPE: 225A/MCB AIC RATING: 10,000 ISOLATED GROUND BUS VOLTS/PHASE: 208Y1120 V 3PH, 4W SERVES: GENERAL POWER SECTION:1 MOUNTING: SURFACE LOCATION: EDC1 CKT NO. DESCRIPTION WIRE BKR P P BKR WIRE DESCRIPTION AMP A B C AMP 1 HAND DRYER 2,6,19 10 20 A 1 1450 VA 2250 VA ", " 2 30 A - WH-2 (19) 3 HAND DRYER 2,6,19 10 20 A 1' 1450 VA 2250 VA 5 HAND DRYER 2,6,19 8 20 A 1 .: .;'., u - : " ' : - 1450 VA 1230 VA 1 20 A -- MOVEABLE RACKS 13 7 WH-6 13 — 20 A 1 2000 VA 1230 VA'. 1 20 A MOVEABLE RACKS (13 9 MGMT RM OUTLETS (13) — 20 A 1 540 VA 720 VA 1 20 A BREAKRM/STOCKRM RE, 11 MGMT RM OUTLETS 13 20 A 1 540 VA 1360 VA_ 1 20 A COFFEE MAKER 19 13 TRAINING RM OUTLETS 13 — 20 A 1 1080 VA 1090 VA 1 20 A REFRIGERATOR 19 15 FLOOR SCRUBBER 13 - 20 A 1 1200 VA 1090 VA 1 20 A REFRIGERATOR 19 17 FLOOR SCRUBBER 13 - 20 A 1 1200 VA 1520 VA 1 20 A MICROWAVE 19 19 COLUMN RECEPTS 13) — 20 A 1 1920 VA 500 VA 1 20 A — VENDING MACHINE 13) 2 1 COL RECS AND FITTING RM C N 13 - 20 A 1 1260 VA 500 VA 1 20 A — VENDING MACHINE 13 23 COLUMN RECEPTS 13 - 20 A 1 ;- ' 1440 VA 500 VA 1 20 A — VENDING MACHINE (13 25 GM DOCK RECEPTS 13 — 20 A 1 900 VA 500 VA 1 20 A — VENDING MACHINE 13) 27 GM DOCK RECEPTS/RTU 35 13 20 A 1 910 VA 500 VA 1 20 A -- VENDING MACHINE 13) 29 STOCKRM RECS 13 — 20 A 1 1190 VA 500 VA 1 20 A - VENDING MACHINE 13) 31 CLAIMS/STCKRM RCPTS 13 - 20 A 1 900 VA 540 VA 1 20 A -- EWC'S 13) 33 EF-8/EF-10/MGRS WS (13) — 20 A 1 720 VA 250 VA 1 20 A - REAR TOILET SENSORS 35 EF-9 13 — 20 A 1 1660 VA 1280 VA 1 20 A -- WON - DOORS 13 37 UPC ROOM 13 -- 20 A 1 540 VA 400 VA 1 20 A - TRAINING ROOM TV 13 39 UPC ROOM 13 - 20 A 1 540 VA 360 VA 1 20 A EXISTING LOAD 22) 41 LAYAWAY RECEPTS 13 — 20 A 1 1440 VA 360 VA 1 20 A — EXISTING LOAD 22 43 EDC1 OUTLETS 13 -- 20 A 1 720 VA 3300 VA c 2 20 A PNLBD L1 U (13) 45 EDC EMS EQUIP 13 - 20 A 1 200 VA 2800 VA 47 TRAINING RM OUTLETS (13T 20 A 1 1080 VA 360 VA 1 20 A - LOCAL TELE BOARD 13 49 TRAINING RM OUTLETS (13) 20 A 1 1080 VA 540 VA 1 20 A — ALARM BOARD 13 51 TRAINING RM OUTLETS 13 -- 20 A 1 1080 VA 1080 VA 1 20 A — SOFTLINES/DSD DESK 1 53 AC-1 13 — 20 A 1 2000 VA 900 VA 1 20 A -- MGR'S IG OUTLETS (13 55 AC-2 13) -- 20 A 1 2000 VA 360 VA 1 20 A EXISTING LOAD 22 57 LOCKUP RM/NEON/EF-G4 13 — 20 A R. 1310 VA 1200 VA 1 20 A - BIKE RACK 13 59 DSD/CORRIDOR/RTU-28 13 - 20 A 1 1270 VA 360 VA 1 20 A — EXISTING LOAD 22 61 AHU-3/RTU-22-26 13 - 20 A 1 1080 VA 1800 VA 1 20 A — IBM BLADECENTER 13 63 RTU 29-34 13 - 20 A 1 1080 VA 360 VA 1 20 A - EXISTING LOAD 22 65 JIB CRANE 13 — 20 A 1 1080 VA 360 VA 1 20 A EXISTING LOAD 22 67 DELI WASTE OIL TANK 13 — 20 A 1 1820 VA 360 VA : 1 20 A -- EXISTING LOAD 22 69 ELECTRONICS CM 13 -- 20 A 1 960 VA 360 VA 1 20 A — EXISTING LOAD 22 71 MOBILE ELEC AN ACCESS 13 — 20 A 1 360 VA 360 VA 1 20 A — EXISTING LOAD 22 73 MUSIC SIDE & PRICE VER 13 — 20 A 1 540 VA 360 VA 1 20 A — EXISTING LOAD 22 75 EXISTING LOAD 22 - 20 A 1 DI 360 VA 360 VA 1 20 A EXISTING LOAD 22 77 BIKE RACK 13 - 20 A 1 1200 VA 360 VA 1 20 A EXISTING LOAD 22 79 EXISTING LOAD 22 - 20 A 1 360 VA 360 VA _ 1 20 A - EXISTING LOAD 22 81 BIKE RACK 13 -- 20 A 1 1200 VA 360 VA ;. 1 20 A - EXISTING LOAD 22 83 EXISTING LOAD 22 - 20 A 1 360 VA 360 VA 1 20 A - EXISTING LOAD 22 Total Load: 29980 VA 25000 VA 26080 VA Total Amps: 251 A 208 A 219 A TOTAL DEMAND Total Conn. Load: 81060 VA Total Est. Demand: 73967 VA Total Conn.: 225 A Total Est. Demand: 205 A PANELBOARD NOTES: I CKT NO. 2 4 6 8 1a 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 80 82 84 PANELBOARD: L1D2 (EXISTING) BUS AMPS: 225A EQUIPMENT GROUND BUS MAINS SIZE/ TYPE: 225A/MCB AIC RATING: 10,000 ISOLATED GROUND BUS VOLTS/PHASE: 208Y/120 V 3PH, 4W SERVES: GENERAL POWER SECTIONA MOUNTING: SURFACE LOCATION: EDC1 CKT NO. I DESCRIPTION 1 BUSWAY BL1A (13) 3 5 7 BREAKRM INSECT CNTR! 19 9 TEXLON CHARGERS RECS 13' 11 RECEIVING CHARGERS (13 13 TEXLON CHARGERS RECS 13 15 BIKE ASSEMBLY RECS 13 17 EXISTING LOAD 22 19 DANNON COOLER 13 21 DANNON COOLER 13 23 MICROWAVE 25 FREEZER 27 MODULAR CABINET RECS 29 PLUGMOLD RECS 31 MICROWAVE 33 TECH BAR RECS 35 PLUGMOLD RECS 37 TECH BAR RECS/ INSECT REC 39 SPACE 41 SPACE PANELBOARD NOTES: WIRE BKR P P BKR WIRE DESCRIPTION AMP A B C AMP 7040 VA 4620 VA — 100 A 3 6440 VA 4560 VA 3 100 A — BUSWAY BL1 B (13) 4480 VA 3180 VA — 20 A 1 180 VA 180 VA EN—M 1 20 A EXISTING LOAD 2; — 20 A 1 720 VA 1800 VA _ 1 20 A -- EXISTING LOAD 2; — 20 A 1 1170 VA 360 VA 1 20 A -- EXISTING LOAD 2,' - 20 A 1 1170 VA 180 VA Rolm 1 20 A - EXISTING LOAD 2: 20 A 1 360 VA 180 VA 1 20 A EXISTING LOAD 2; Y 20 A 1 360 VA 360 VA 1 20 A _- EXISTING LOAD 2, -- 20 A 1 1000 VA 360 VA - - ` 1 20 A — EXISTING LOAD 2; -- 20 A 1 1000 VA 360 VA 1 20 A - EXISTING LOAD 2: 20 A 1 1520 VA 360 VA 1 20 A - EXISTING LOAD 2: 20 A 1 310 VA 360 VA 1 20 A - EXISTING LOAD 2. 20 A 1 360 VA 360 VA ', 1 20 A -- EXISTING LOAD Z 20 A 1 1920 VA 360 VA 1 20 A — EXISTING LOAD 2; 20 A 1 1520 VA 1450 VA 1 20 A 10 HAND DRYER(2) 20 A 1 1080 VA 1450 VA 1 20 A 10 HAND DRYER(2) 20 A 1 1920 VA 0 VA — -- -- SPACE 20 A 1 900 VA 0 VA — -- - SPACE - - - 0 VA 0 VA j — SPACE -- -, �. 0 VA 0 VA — I — SPACE Total Load: 19270 VA 18670 VA 15990 VA Total Amps: 164 A 159 A 133 A TOTAL DEMAND Total Conn. Load: 53930 VA Total Est. Demand: 49780 VA Total Conn.: 150 A Total Est. Demand: 138 A CKT NO. 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 PANELBOARD: LP (EXISTING) BUS AMPS: 225A EQUIPMENT GROUND BUS MAINS SIZE/ TYPE: MLO AIC RATING: 10,000 VOLTS/PHASE: 208Y/120 V 3PH, 4W SERVES: PHARMACY SECTIONA MOUNTING: RECESSED LOCATION: PHARMACY CKT NO. DESCRIPTION WIRE BKR AMP P 1 COUNTER RCPTS 19) 20 A 1 3 REFRIGERATOR 19 20 A 1 5 COUNTER RCPTS 19) 20 A 1 7 ROLL UP DOOR 19 20 A 1 9 WATER HEATER 13) 20 A 1 11 RACK POWER 19 20 A 1 13 WORK BENCH 19 20 A 1 15 HEALTH SERVICES RCPT 19 20 A 1 17 EF 13) — 20 A 1 19 HEALTH SERVICES LTG 20 A 1 21 SPACE - -- — 23 SPACE — -- — 25 SPACE — -- — 27 SPACE - -- - 29 SPACE - -- 31 SPACE — -- - 33 SPACE — — - 35 SPACE — -- - 37 SPACE -- 39 SPACE — - - 41 SPACE Total Load: Total Amp; PANELBOARD NOTES: FED VIA 100A BREAKER IN PANELBOARD 1-313 A B C 540 VA 540 VA 720 VA 360 VA 360 VA 540 VA 600 VA 240 VA 2000 VA 720 VA e 900 VA 720 VA 720 VA 720 VA - 180 VA 720 VA 520 VA 720 VA 60 VA 540 VA_ 0 VA 0 VA 0 VA 0 VA O VA OVA 0 VA 0 VA 0 VA 0 VA 0 VA 0 VA 0 VA 0 VA 0 VA 0 VA 0 VA 0 VA 0 VA O VA 0 VA 0 VA 3960 VA 4700 VA 3760 VA 33 A 39 A 31 A TOTAL DEMAND Total Conn. Load: 12420 VA Total Est. Demand: 12090 VA Total Conn.: 35 A Total Est. Demand: 34 A P BKR AMP WIRE DESCRIPTION CKT NO. 1 20 A COUNTER RCPTS (19) 2 1 20 A COUNTER RCPTS 19) 4 1 20 A COUNTER RCPTS 19 6 1 20 A -- BLOOD PRESSURE MACH 13 8 1 20 A REFRIGERATOR 19 10 1 20 A COUNTER RCPTS 19) 12 1 20 A WORK BENCH 19 14 1 20 A WORKBENCH 19) 16 1 20 A WORK BENCH 19 18 1 20 A -- RECEPTACLES 13) 20 -- -- — SPACE 22 - -- — SPACE 24 — -- — SPACE 26 - -- — SPACE 28 - -- -- SPACE 30 - -- -- SPACE 32 — - — SPACE 34 — -- -- SPACE 36 -- -- - SPACE 38 - -- - SPACE 40 - -- SPACE 42 REFER TO SHEET E4 FOR PANELBOARD NOTES Qx WLLWZ Ow t w z o F�¢aQ�c~i� � QaFwOZOW=O¢N-a awN�mW- zR wmU�< ui 0 wF�--Jt-'� t-a=WOW Q lA - D O F DtA co= O ZNO�ww:2:i w C9U¢o� OO6Z} Q ?�VO�F O0w LL � �aw0X:DWUwZZUz www w d 0) Dm U, m¢z'TwT00f9�0U V7 a: QLL2wp'�Zi HOUDDH�aawDam m n. m O T04 Nt - LO CO c:_-::) J co 00 �� 07 Cn cy) o O = I` 0-- Q =ao O M LO LL N z N 04 17 Od O ^^ J_ CO CL Q 0W� NcO � w m D z m O ISSUE BLOCK CHECKED BY: CM DRAWN BY: PT PROTO CYCLE: 09/25/20 DOCUMENT DATE: 10/30/20 No 769 ';pN 'p • ; Ir •�� OF •.� • I- 11111111110, 10/30/20 PANELBOARD SCHEDULES SHEET: E4. 1 LEGEND FOR MODULAR GENERAL MODULAR NOTES COMPONENTS 1. COORDINATE AREA OF EXISTING CEILING GRID TO RECEPTACLE INSTALLED BE REPLACED WITH GENERAL CONTRACTOR. IN POWER STRIP COORDINATE ANY REQUIRED ELECTRICAL WORK POWER STRIP INCLUDING REMOVAL OF EXISTING FIXTURES. MAINTAIN EXISTING LAYOUT, CIRCUITRY, AND CONTROLS UNLESS OTHERWISE NOTED. ��� MODULAR POWER DISTRIBUTION SYSTEM FURNISHED BY VENDOR, 2. COORDINATE WITH GENERAL CONTRACTOR FOR 1 2 3 1 INSTALLED BY E.C. PHARMACY DEMOLITION REQUIREMENTS. NUMBER INDICATES PIN LOCATION 3. ELECTRICAL CONTRACTOR TO COORDINATE WITH ON REAR OF RECEPTACLE, THIS GENERAL CONTRACTOR ON ACTUAL PHASING OF DENOTES WHICH CIRCUIT THE PHARMACY CONSTRUCTION. REUSE EXISTING RECEPTACLE IS ATTACHED TO. COUNTER BRANCH CIRCUITRY AS MUCH AS POSSIBLE. VOICE/DATA BOX PRE -INSTALLED BY TP MODULAR MANUFACTURER. 4. ELECTRICAL CONTRACTOR TO RELOCATE ALL DRIVE THRU EQUIPMENT POWER AND DATA AS OUTLET, BOX, AND WIRING BETWEEN REQUIRED. COORDINATE WITH GENERAL (bDEVICES PRE -INSTALLED BY MODULAR P CONTRACTOR AND CONSTRUCTION MANAGER. MANUFACTURER. E.C. TO MAKE FINAL CONNECTION AS REQUIRED. 5. PHARMACY REFRIGERATION SYSTEMS TO REMAIN ENERGIZED DURING ALL PHASES OF ALARM SYSTEM JUNCTION BOX PRE - OP CONSTRUCTION. INSTALLED BY MODULAR MANUFACTURER. 6. PHARMACIST BENCH CAN BE RELOCATED PER THE FOLLOWING MAXIMUM DIMENSIONS, AS NEEDED W PRE -MANUFACTURED WHIP. E.C. TO TO RELOCATE THE POWER POLE THAT IS PLACED PROVIDE CONNECTION TO WHIP AS OPPOSITE END OF BENCH FROM HEALTH SERVICE SHOWN. ROOM TO MISS OBSTRUCTIONS IN THE CEILING ABOVE POWER POLE (LIGHTING AND/OR IG DIFFUSERS). THE BENCH CAN SLIDE A MAXIMUM 6" -. PNL-#4G TO EITHER SIDE. THE BENCH MUST BE A MINIMUM OF 4'-0" FROM FRONT OF WILL CALL TO THE FRONT COUNTER, AND A MINIMUM OF 4'-0" FROM REAR OF W PNL- #1,#2,#3,#4 BENCH TO FILL POD. COORDINATE WITH GENERAL CIRCUITS INDICATED IN HOMERUNS CONTRACTOR PRIOR TO PHARMACIST BENCH FOR MODULAR EQUIPMENT ANCHORING CORRESPOND TO LINE #'S 1N DETAIL 5- EPHM1. 7. PROVIDE LISTED HANDLE -TIE BETWEEN CIRCUIT BREAKERS THAT SHARE COMMON NEUTRAL FOR SIMULTANEOUS TRIP. 8. BRANCH CIRCUITRY AT FRONT COUNTER TO BE RUN THROUGH SIDEWALLS. COORDINATE DEVICE MOUNTING WITH JUNCTION BOXES PRE INSTALLED IN PANELS. 9. VENDOR FURNISHED MODULAR POWER DISTRIBUTION INCLUDES ALL REQUIRED LINE ENTRY CABLES, POWER -TO -POWER CABLE ASSEMBLIES, POWER DISTRIBUTION MODULES, POWER STRIPS AND OUTLETS. REFER TO MANUFACTURER'S INSTRUCTIONS FOR PROPER MOUNTING OF MODULAR POWER DISTRIBUTION. 10. WHEN MAKING FINAL CONNECTIONS, ELECTRICAL CONTRACTOR TO CONNECT DEVICES TO MODULAR POWER IN THAT SECTION OF COUNTER ONLY. DO NOT CONNECT TO OTHER SECTIONS. 11. ELECTRICAL CONTRACTOR TO INSTALL VENDOR FURNISHED 50' WHIP FOR PHARMACIST BENCH. IF PANELBOARD BEING USED TO SERVE WHIP CIRCUITS IS MORE THAN 50' CIRCUIT FEET, ELECTRICAL CONTRACTOR TO SPLICE FEEDER TO WHIP PER NEC. DO NOT SPLICE WHIP IF PANELBOARD IS LESS THAN 50' CIRCUIT FEET FROM PHARMACIST BENCH. DIMMING CONT TO FIXTURE F SE I LUTRON MAESTRO 0-10V DIMMER/VACANC'y MS-Z101-V-IV. PROGRAM FOR MANUAL ON LIGHT LEVEL AND 15 MINUTE TIME DELAY.1 MANUFACTURER'S RECOMMENDATIC UKUUNU (UKEEN) NEUTRAL (WHITE) NEUTRAL 4 (GRAY) ISOLATED GROUND (GREEN/YELLOW) LINE 4 (PINK) LINE 1 (BLACK) LINE 2 , (RED) LINE 3 �- t (BLUE) TRANSITION BETWEEN BUILDING WIRING AND MANUFACTURED WIRING L1 N G L2 N G L3 N G L4 N G L4 N G (LINE 1) (LINE 2) (LINE 3) (LINE 4) (LINE 4G ) MODULAR POWER WIRING DIAGRAM NTS STUB 1/2" CONDUIT 12" ABOVE LAY -IN CEILING AND TERMINATE WITH BUSHING —� VOICE/DA- JUNCTION BC CONDUIT TO ABOVE CEILING TYP -A iX ❑ 0/ a ❑ ❑ ld ❑ ❑ DUPLEX RECEPTACLE RACK POST TYP �— SHELF TYP PHARMACY RACK POWER NTS RECIRCUIT EXISTING LIGHTING FIXTURES AS SHOWN BELOW AS REQUIRED. HEALTH SERVICE RECEPTACLES, SWITCHES, DATA BOXES AND THEIR CORRESPONDING COVER PLATES SHALL BE WHITE NYLON. COORDINATE AREA OF EXISTING CEILING GRID TO BE REPLACED WITH GENERAL CONTRACTOR. COORDINATE ANY REQUIRED ELECTRRCAL WORK INCLUDING REMOVAL OF EXISTING FIXTURES. MAINTAIN EXISTING LAYOUT, CIRCUITRY, AND CONTROLS UNLESS OTHERWISE NOTED. PHARMACY LIGHTING PLAN PHARMACIST BENCH POWER POLE CAN BE MOUNTED AT EITHER END OF BENCH. COORDINATE WITH POWER PLAN FOR CORRECT LOCATION. 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. JUNCTION BOXES AND RACEWAYS SHALL NOT BE MOUNTED WITHIN 1-1/2" OF DECK. PROVIDE UNISTRUT PER SPECIFICATIONS. LENGTH AS REQUIRED TO SPAN STRUCTURAL MEMBERS. SECURE TO STRUCTURAL AS REQUIRED. EXTEND POWER POLE 12" MIN. WITHIN PVC SLEEVE PVC SLEEVE LENGTH 12" MIN. TO 36" MAX. TO ACCOMMODATE VARIATIONS IN STRUCTURE HEIGHT 2-1/2" UNISTRUT STRAP FIRMLY CLAMPED TO CONDUIT POWER POLE 2-1/2" PVC CONDUIT PROVIDE 1/4" BOLT AND 1-1/4" FENDER WASHER, TYP UNISTRUT PROVIDE UNISTRUT P1026 ANGLE FITTING OR EQUAL BOTTOM OF STRUCTURAL MEMBER PROVIDE 1-1/4" FENDER WASHER, LOCK WASHER AND NUT, TYP NEAREST STRUCTURAL MEMBER, TYP. INSTALL CEILING FLANGE PROVIDED WITH POLE OWNER. FURNISHED DUAL COMPARTMENT POWER POLE ANCHOR POWER POLE TO PHARMACIST BENCH PER MANUFACTURER RECOMMENDATIONS PHARMACIST BENCH POWER POLE NTS MODULAR WHIP WIRING: 4 CIRCUIT WHIPS WITH UPS: ELECTRICAL CONTRACTOR TO WIRE WHIP'S TO LINE 1, LINE 2, LINE 3, NEUTRAL AND GROUND. UPS CIRCUIT WIRED TO LINE 4, NEUTRAL 4 AND ISOLATED GROUND. 4 CIRCUIT WHIPS (NO UPS/PHARMACIST BENCH): ELECTRICAL CONTRACTOR TO WIRE WHIP'S TO LINE 1, LINE 2, LINE 3, NEUTRAL, LINE 4, NEUTRAL4 AND GROUND. 3 CIRCUIT WHIPS: ELECTRICAL CONTRACTOR TO WIRE WHIP'S TO LINE 1, LINE 2, LINE 3, NEUTRAL AND GROUND. REFER TO MODULAR POWER WIRING DIAGRAM 5-EPH1. +24" HEALTH SERVICE 16.451 PHARMACY TOILET LP ALL DEVICES BELOW COUNTER AT EXISTING ELECTRICAL NOT +26" UNLESS NOTHED OTHERWISE SHOWN TO REMAIN Q RELOCATED 16.145 LP -11 PHARMACY 16.145 PHARMACY POWER PLAN 1/4" = 1'-0" PHARMACY LIGHTING DEMO PLAN 1'-0" 10 LP -4 LP -2 16.145 16.145 LP-6 16.145 LP 3 LP -1 t 16.145 +54" 6.W71 TYP KEYNOTES 16.125 EXISTING LIGHT FIXTURES TO REMAIN UNLESS NOTED OTHERWISE. 16.126 EXISTING LIGHT FIXTURE TO BE DEMOLISHED. 16.131 CONNECT TO EXISTING CIRCUIT. 16.133 EXISTING LIGHT FIXTURES TO BE RELOCATED TO NEW LOCATION AS SHOWN. 16.145 CONNECT CIRCUIT(S) TO EXISTING BRANCH CIRCUITRY. MINIMUM WIRE SIZE AND PANELBOARD CIRCUIT ARE NOTED. VERIFY SIZE, RATING AND CONDITION OF EXISTING BRANCH CIRCUIT CONDUIT AND WIRE PRIOR TO USE TO ENSURE THAT THEY MEET REQUIRED SIZE, AND ALL U.L. RATINGS AND REPLACE AS REQUIRED. 16.451 PROVIDE EMT WITH PROPERLY INSTALLED COMPRESSION OR SET -SCREW TYPE FITTINGS AND AN INSULATED EQUIPMENT GROUNDING CONDUCTOR FOR ALL RACEWAYS SERVING THIS ROOM TO COMPLY WITH NEC, HEALTH CARE FACILITIES. 16.492 E.C. SHALL COORDINATE WITH GENERAL CONTRACTOR AND ARCHITECTURAL DEMOLITION PLANS THE EXTENT OF ELECTRICAL DEMOLITION. REMOVE UNUSED DEVICES, BOXES, CONDUITS, AND WIRING BACK TO ORIGINATING JUNCTION BOXES OR PANELBOARDS. REFERENCE POWER PLANS FOR CIRCUITRY TO BE REUSED. DEMOLITION SHALL NOT AFFECT ACTIVE CIRCUITS. IF CIRCUIT IS DEMOLISHED ALL THE WAY TO PANELBOARD, REMOVE CIRCUIT BREAKER AND REPLACE WITH FILLER PLATE. UPDATE TYPEWRITTEN CIRCUIT DIRECTORY IDENTIFYING CIRCUIT AS "SPACE". COORDINATE EXACT REQUIREMENTS WITH EXISTING CONDITIONS PRIOR TO BID. 16.616 PROVIDE RECESSED SWITCH BOX (WITH VERTICAL RACEWAY) AT +46" AND 6"FROM DOOR FRAME. COORDINATE LOCATION WITH AP INSTALLER PRIOR TO ROUGH -IN. 16.775 E.C. SHALL DISCONNECT, EXTEND, AND RECONNECT ALL ELECTRICAL CIRCUITRY FOR NEW OR RELOCATED EQUIPMENT. REFERENCE POWER PLANS AS APPLICABLE, VERIFY CONDITION OF BRANCH CIRCUIT, CONDUIT, AND WIRE PRIOR TO USE TO ENSURE THAT THEY MEET ALL U.L. RATINGS AND REPLACE AS REQUIRED. COORDINATE THIS PROCESS WITH CONSTRUCTION MANAGER TO MINIMIZE DOWNTIME. LABEL ALL ASSOCIATED PANELBOARD SCHEDULES TO REFLECT LOAD DESCRIPTIONS. 16.SO3 REPLACE ALL LIGHT LENSES WITH NEW PRISMATIC ACRYLIC LENS FOR ALL LAY -IN LIGHT FIXTURES IN THIS AREA. 16.SO4 FURNISH AND INSTALL NEW TUBE GUARDS AND CAPS ON ALL EXPOSED LAMPS IN THIS AREA. 16.W71 VOICE/ DATA: FURNISH AND INSTALL AN OUTLET BOX WITH COVER AT EACH LOCATION SHOWN, AND 3/4" CONDUIT WITH PULL WIRE, FROM EACH BOX TO BAR JOISTS. PROVIDE BUSHING ON END OF CONDUIT AT BAR JOISTS. DO NOT COMBINE DROPS WITH CONDUIT ROUTED FROM BOX -TO -BOX. INSTALL INDIVIDUAL CONDUIT TO EACH BOX. PHARMACY POWER DEMO PLAN 1 /8" = V-0" uwi- w0W, W-, 2 > w cn o�`�-a n¢ ��.=wo ow Hw w p k pw_ 6 Q U U LL H Q W==2.-, Z2'F, OU Of aw�_jw_, 0O¢N� N mt- UZO �OJ O LL ir..}am¢ax¢ aQC?I-0��0��~= QL2Zwiro° O io�6`C �oo -J033;cnwwZ0Z0�wyw� ofwo- wdma-"-ww3 - i00 00 z 0 twar azxwU) 0011W0- w0am H z Q J U) z O U m a c %0 , O CD J d0 J LLL P _ a_, C.0 of 2 IZ . W N Z M LO Cl `�/� / > N 0 rcoo t- 07 W� co N"' r__ w m z m O ISSUE BLOCK CHECKED BY: CM DRAWN BY: PT PROTO CYCLE. 09/25/20 DOCUMENT DATE: 10/30/20 ��nufffff� \aADEEp 4 ,, No 7691 .!(P A E OF :�44/# A,� O R ` D P ; `�,�. ',S�O N AL 00 � �ff111111� 10/30/20 PHARMACY ELECTRICAL PLAN 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. �EEPH1 (C.7 - CONTRACTOR IS RESPONSIBLE FOR COMPLETE INSTALLATION OF THE LIGHTING SYSTEM AS INDICATED ON PLANS AND/OR AS MODIFIED TO ACCOMMODATE EXISTING OBSTRUCTIONS. IDENTIFY CONFLICTS PRIOR TO ROUGH -IN. WHERE CONFLICTS WITH EXISTING UTILITIES OCCUR, ADJUST FIXTURE LOCATION AS REQUIRED. FIXTURES SHALL BE INSTALLED AS NEAR AS POSSIBLE TO LOCATIONS INDICATED ON PLANS WITH EVEN SPACING MAINTAINED. 61 38'-11" 46' - 11" 46' - 11" 3 UPON COMPLETION OF INSTALLATION, CONTRACTOR SHALL TEST PRODUCE LIGHTING FOR PROPER OPERATION AND CONTROL. 103' - 11" GROCERY LIGHTING PLAN 118" = 1'-0" 48' - 0" 48'-0" 1T-0" 48' - 0" f 60 14' - 11" 17'-0" 9 62 17'-0" 0 N GROCERY LIGHTING DEMO PLAN 1/16" = 1'-0" Z wLLwO' LL Lu OJ��¢ Owarwo z D w�FWD�pz"Ni- � ir=x0� �Z� [i aW�W'Lu U)7,.�z�¢ � O tL it IMF-iaax¢10Ool< ooWX= Z 7-WN'=W�61ww8 0 z-.Or�ww O OOa Oa6OZ} F- Q LLOWwO zu.��a� � 'S U O~ U} LL fn Ir zwu)w UtrWZUZ ❑cAF0WDofww W d W Z�LLu'LLoo��o� � r=o()oo�Wwaawaam lY 0o d 00 CO OJM L.LJ �C � rn o J:r(o w J}a a O =(l . wO M Lo N Z o W N 0 J O m I— O V W N(Y) W m z m 0 ISSUE BLOCK CHECKED BY: CM DRAWN BY: PT PROTO CYCLE: 09/25/20 DOCUMENT DATE: 10/30/20 QFAADEEA No 76 .:yN 'Fl x ST TE OF • 441' ';SIO�NA� E ei 10/30/20 GROCERY LIGHTING PLANS c SHEET: GE1 i s i' I I I I I I I II I I I s i' I I I I I I I II I I I a m m�0a W (n ?ta wo LLG�Lu ��~pzUUw=Q R of mwaF_-6C�pw=ZOo dwi, Z W W OF-OZmQ aam~��2�oaw�= LL Q 2 () O �NgF��W��o� F- Q 'D QZ, ggUmmZ} Z-Maw �VO�-OUcr} LL'< 0_ a W ZOO w Um uJ ZUZ z- O U)QZIw-w wwOOC�¢OO U) = Z O Q LL w of K Z X 2 w F F O U w m X a m w O m m ry m n O O It rn V C__D C:�::D co / 0 V LL L L, ^c/) J cy) = N 0 Jro a O = � O L11 p M lf) L.L. N Z o Q W CV 0 =m0 U) W� N c"' W m 2 D z m O ISSUE BLOCK CHECKED BY: CM DRAWN BY: PT PROTO CYCLE: 09/25/20 DOCUMENT DATE: 10/30/20 %� pFtADEFp �,. �0••�\C•E NSF•• j :• No 769 �} • • 1z z A E OF O R �C? .,�5'S,0 N A, 10/30/20 TELECOM PLAN TELECOM PLAN 1 NTS SHEET: T1