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20170148 Submitted Plan Set 03232017® CL I: t ) C 0 GENERAL ch V ° C"Z Cl COVER SHEET — G w N1 GENERAL INFORMATION J O I- oo C r 00 ARCHITECTURAL C> Gig SP1 SITE PLAN AND SIGNAGE I• ! t „ N A1.0 FLOOR PLANS AND DETAILS - i 4,5 A2.0 BUILDING ELEVATIONS SIGNAGE AND DETAILS ",,It; Lu r'_L,% `_ ln� .. �£ `.•...1 _ .__.I _ —�.' _, (J "_ t`' ___.:,.�, 17 9 I a _ L °. `. "E_! _._.___ ._, _?'_ _ �..�'.� A1.0 I.. A2.2 PICKUP DETAILS .. y - - A2.3 PICKUP DETAILS 4' 6 F Z I I m i A1.0 �' O IN ---------- STRUCTURAL I 'I S1 PLANS, GENERAL NOTES AND DETAILS J ��- .} ISSUE BLOCK FIRE PROTECTION - fi L FP1 FIRE SPRINKLER PLANS AND GENERAL NOTES it MECHANICAL I. MP1 MECHANICAL AND PLUMBING PLAN ELECTRICAL E1 ELECTRICAL PLANS AND DETAILS E;' U I EC1 CANOPY ELECTRICAL PLANS C; ii t ti 1'2'3 CL l � r A1.0 s ., {� •.{ .161° I _, t �;.� _, � { , { i i { f i CHECKED r v , _ V ` D B Y AM UJI DRAWN BY' KK DOCUMENT DATE: 03/13/17 1 / a PROTO TYPE: LOW CAP CANOPY KEYPLAN = PROTO CYCLE: N/A 1" = 60' -011 ♦i♦ V ui ARCHITECTURAL CONTACT: STRUCTURAL CONTACT: ELECTRICAL CONTACT: MECHANICAL CONTACT: GENERAL NOTES FIRE PROTECTION CONTACT: I I t VICINITY MAP HARRISON FRENCH AND ASSOC, LTD. HARRISON FRENCH AND ASSOC, LTD. HARRISON FRENCH AND ASSOC, LTD. SCOPE OF WORK HARRISON FRENCH AND ASSOC, LTD. HARRISON FRENCH AND ASSOC, LTD. m r - JAIME CASTANEDA GROCERY PICKUP - INTERIOR BRENT TWEEDY ERNIE YONKERS I I BU I D I N G 1 CODE SUMMARY N a . �I 1705 S. WALTON BLVD SUITE 3 SITE TO STORE: REMODEL AS NOTED TENANT AREA: REMODEL AS NOTED 1705 S. WALTON BLVD SUITE 3 1705 S. WALTON BLVD SUITE 3 1705 S. WALTON BLVD SUITE 3 1705 S. WALTON BLVD SUITE 3 L SHEET: WALMART BENTONVILLE ARKANSAS 72712 GROCERY: NEW EQUIPMENT AS NOTED BENTONVILLE ARKANSAS 72712 BENTONVILLE ARKANSAS 72712 BENTONVILLE ARKANSAS 72712 BENTONVILLE ARKANSAS 72712 s - STO RE 3705. i C = _ ` o GROCERY PICKUP CANOPY - EXTERIOR W MINOR SITE /PARKING CHANGES M V r "y` NEW POWER AND DATA NAME OF PROJECT: YELM, WA a • NEW SITE SIGNAGE STREET ADDRESS: 17100 STATE ROUTE 507 SE PROPOSED USE: ; ` r F _ a • FLATWORK REPAIR RETAIL °t APPLICABLE CODES: BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE (IBC) W MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE (IMC) PLUMBING CODE: 2015 UNIFORM PLUMBING CODE (IPC) O ELECTRIC CODE: 2014 NATIONAL ELECTRICAL CODE (NEC) W/2014 WA CITIES ELECTRICAL CODE FIRE CODE: 2015 INTERNATIONAL FIRE CODE (IFC) LIFE SAFETY CODE: NFPA 101 ACCESSIBILITY CODE: 2015 WA STATE WIDE AMENDMENTS STATE ROUTE 507 J � Q OCCUPANCY: M- MERCANTILE; WHOLESALE OR RETAIL STORE (MAIN USE) - SECT. 309.1 S1 - STORAGE AREA; MOTOR VEHICLE SERVICE STATION AND RECEIVING AND STOCK ROOMS (MIXED USE) -SECT. 311.2 W 7631 ` ` B IEZQi I t A2 - ASSEMBLY USE: BREAKROOM AND FOOD TENANT (ACCESSORY TO MAIN USE) - SECT. 303.1 f.. B - BUSINESS; NON FOOD TENANT (ACCESSORY TO MAIN USE) - SECT. 304.1 a oe30;1•8,'" STA 3EOa"•i1�TISN 9014 TYPE OF CONSTRUCTION: VB - UNPROTECTED (SPRINKLERED) PER SECT. 602.2 AND TABLES 601 AND 602 ALLOWABLE AREA UNLIMITED SECTION 507.3 FIRE PROTECTION: BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM 1viAR 15 2017 AND IS SURROUNDED ON ALL SIDES BY 60 FEET MINIMUM OF PERMANENT OPEN SPACE AND COMPLIES WITH SECTION 507.3. UNLIMITED AREA CRITERIA IS APPLICABLE. COVER SHEET ui ARCHITECTURAL CONTACT: STRUCTURAL CONTACT: ELECTRICAL CONTACT: MECHANICAL CONTACT: PLUMBING CONTACT: FIRE PROTECTION CONTACT: I I t HARRISON FRENCH AND ASSOC, LTD. HARRISON FRENCH AND ASSOC, LTD. HARRISON FRENCH AND ASSOC, LTD. HARRISON FRENCH AND ASSOC, LTD. HARRISON FRENCH AND ASSOC, LTD. HARRISON FRENCH AND ASSOC, LTD. m MEGAN MUNRO TIGER TSAO JAIME CASTANEDA BRENT TWEEDY BRENT TWEEDY ERNIE YONKERS N a 1705 S. WALTON BLVD SUITE 3 1705 S. WALTON BLVD SUITE 3 1705 S. WALTON BLVD SUITE 3 1705 S. WALTON BLVD SUITE 3 1705 S. WALTON BLVD SUITE 3 1705 S. WALTON BLVD SUITE 3 SHEET: BENTONVILLE ARKANSAS 72712 BENTONVILLE ARKANSAS 72712 BENTONVILLE ARKANSAS 72712 BENTONVILLE ARKANSAS 72712 BENTONVILLE ARKANSAS 72712 BENTONVILLE ARKANSAS 72712 �o N N c 1 C7 �_ M V PAVEMENT MARKING NOTES MATERIALS A. PAINT SHALL BE WATERBORNE OR SOLVENT BORNE, COLORS AS SHOWN OR SPECIFIED HEREIN. PAVEMENT MARKING PAINTS SHALL COMPLY WITH APPLICABLE STATE AND LOCAL LAWS ENACTED TO ENSURE COMPLIANCE WITH FEDERAL CLEAN AIR STANDARDS. PAINT MATERIALS SHALL CONFORM TO THE RESTRICTIONS OF THE LOCAL AIR POLLUTION CONTROL DISTRICT. B. WATERBORNE PAINT: PAINTS SHALL CONFORM TO FS TT -P -1952. C. SOLVENT BORNE PAINT: PAINT SHALL CONFORM TO FS A -A -2886 OR AASHTO M248. PAINT SHALL BE NON BLEEDING, QUICK DRYING, AND ALKYD PETROLEUM BASE PAINT SUITABLE FOR TRAFFIC BEARING SURFACE AND BE MIXED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS BEFORE APPLICATION FOR COLORS WHITE, YELLOW, BLUE, AND RED. PREPARATION A. SWEEP AND CLEAN SURFACE TO ELIMINATE LOOSE MATERIAL AND DUST. B. WHERE EXISTING PAVEMENT MARKINGS ARE INDICATED ON CONSTRUCTION DRAWINGS TO BE REMOVED OR WOULD INTERFERE WITH ADHESION OF NEW PAINT, A MOTORIZED ABRASIVE DEVICE SHALL BE USED TO REMOVE THE MARKINGS. EQUIPMENT EMPLOYED SHALL NOT DAMAGE EXISTING PAVING OR CREATE SURFACES HAZARDOUS TO VEHICLE OR PEDESTRIAN TRAFFIC. WITHIN PUBLIC RIGHTS -OF -WAY, APPROPRIATE GOVERNING AUTHORITY SHALL APPROVE METHOD OF MARKING REMOVAL. C. NEW PAVEMENT SURFACES SHALL BE ALLOWED TO CURE FOR NOT LESS THAN 30 DAYS BEFORE APPLICATION OF MARKING MATERIALS. APPLICATION A. APPLY TWO COATS OF SAME COLOR OF PAINT AS SPECIFIED ON CONSTRUCTION DRAWINGS AT MANUFACTURER'S RECOMMENDED RATE, WITHOUT ADDITION OF THINNER, WITH MAXIMUM OF 100 SQUARE FEET PER GALLON OR AS REQUIRED TO PROVIDE A MINIMUM WET FILM THICKNESS OF 15 MILS AND DRY FILM THICKNESS OF 7'/ MILS PER COAT. PAINT SHALL BE APPLIED FOR A TOTAL DRY FILM THICKNESS OF 15 MILS. APPLY WITH MECHANICAL EQUIPMENT TO PRODUCE UNIFORM STRAIGHT EDGES. AT SIDEWALK CURBS AND CROSSWALKS, USE STRAIGHTEDGE TO ENSURE UNIFORM, CLEAN, AND STRAIGHT STRIPE. TACTILE EXIT SIGN 1. A TACTILE SIGN STATING "EXIT" AND COMPLYING WITH ACCESSIBILITY CODE LISTED ON SHEET C1 UNDER BUILDING CODE SUMMARY SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE. REF FLOOR PLANS FOR LOCATIONS. 2. FOR CHARACTER WIDTH, THE UPPERCASE LETTER "0" SHALL BE USED TO DETERMINE THE ALLOWABLE WIDTH OF ALL CHARACTERS OF A FOUNT. THE WIDTH OF THE UPPERCASE LETTER "0" OF THE FOUNT SHALL BE 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE "I" OF THE FOUNT. CHARACTER HEIGHT MEASURED FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8" (16MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I ". 3. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. 4. CHARACTERS SHALL CONFORM TO THE FOLLOWING: 4.a. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32 MINIMUM AND SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. 4.b. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH AND A MAXIMUM OF 2" 5. CONTRACTED GRADE 2 BRAILLE SHALL BE USED. 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 CELLS. DOTS SHALL BE RAISED A MINIMUM OF 0.025" (0.6 MM) TO 0.037" (0.9 MM) ABOVE THE BACKGROUND. 6. CHARACTERS SHALL BE 48" MINIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASE OF THE LOWEST TACTILE CHARACTER AND 60" MAXIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. 7. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE ALONGSIDE THE DOOR AT THE LATCH SIDE. AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. AT DOUBLE DOORS WITH TWO ACTIVE LEAVES, THE SIGN SHALL BE TO THE RIGHT OF THE RIGHT -HAND DOOR. TACTILE SIGNS ARE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES. SEE ALTERNATE SOLUTION FOR OTHER SCENARIOS. DOUBLE MTL STUD AT B( 1£, V!1 I IXP Na A\ /1L 1 GI\III^ I F_ LVIJ/'1 I AVIV (NEAREST ADJACENT WALL, RIGHT - HAND SIDE OF OPENING PREFERRED) Fc--7 L I C. WHEN SIGN IS REQUIRED AT A BANK OF DOORS, PLACE (1) SIGN BETWEEN JAMBS. IF JAMB IS NOT WIDE ENOUGH FOR SIGNAGE, PLACE (1) SIGN AT RIGHT SIDE OF BANK OF DOORS. PREFERRED SOLUTION PARTITION LEGEND SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT THERE IS AN 18 "X18" CLEAR FLOOR AREA CENTERED ON THE TACTILE CHARACTERS - ALTERNATE SOLUTIONS F L A. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF A SINGLE DOOR, OR TO THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE ON THE NEAREST ADJACENT WALL. I i r -8 MIN _ J B. THE REQUIRED SIGNAGE MAY BE INSTALLED SO THAT THE CLEAR FLOOR AREA IS BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. L� D. WHERE REFRIGERATED CASES OR FIXTURES IMPEDE THE REQUIRED CLEAR FLOOR AREA, MOUNT SIGNAGE TO THE END PANEL OF CASE OR OWNER PROVIDED END PANEL FOR HALF GONDOLAS AND WALL STANDARD FIXTURES. PLAN: REF INTERIOR NON -LOAD BEARING PARTITION HEADER SCHEDULE LETTER INDICATES NUMBER INDICATES STUD HEIGHT HEADER MEMBERS PARTITION TYPE NO NUMBER INDICATES STUD 2' REF PLANS AND 1 HEIGHT TO BOTTOM OF ROOF (2) 6" x SHEET A6.1 Ix = 2.042 DECK 6' TO 8' NUMBER INDICATES STUD 16 GAUGE REFERENCE SIDE Sx = 0.839 SIZE AS FOLLOWS: TO OPPOSITE SIDE (2) 6" x 14 GAUGE 1 - 1 5/8" METAL 8 - 8" METAL STUD 10' 2 - 2 1/2" METAL F8 - 8" CMU (2) 8" x 3 - 3 5/8" METAL Ix = 4.134 Sx = 1.033 6 - 6" METAL 12 -12" CMU SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT THERE IS AN 18 "X18" CLEAR FLOOR AREA CENTERED ON THE TACTILE CHARACTERS - ALTERNATE SOLUTIONS F L A. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF A SINGLE DOOR, OR TO THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE ON THE NEAREST ADJACENT WALL. I i r -8 MIN _ J B. THE REQUIRED SIGNAGE MAY BE INSTALLED SO THAT THE CLEAR FLOOR AREA IS BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. L� D. WHERE REFRIGERATED CASES OR FIXTURES IMPEDE THE REQUIRED CLEAR FLOOR AREA, MOUNT SIGNAGE TO THE END PANEL OF CASE OR OWNER PROVIDED END PANEL FOR HALF GONDOLAS AND WALL STANDARD FIXTURES. SECTION B a m 2 a` N � r N O T t0 U METAL STUD Z O REF INTERIOR NON -LOAD BEARING PARTITION HEADER SCHEDULE HEADER LENGTH w HEADER MEMBERS m MINIMUM EFFECTIVE PROPERTIES PER STUD 2' TO 6' (2) 6" x 18 GAUGE Ix = 2.042 Sx = 0.670 6' TO 8' (2) 6" x 16 GAUGE Ix = 2.518 Sx = 0.839 8' TO 10' (2) 6" x 14 GAUGE Ix = 3.094 Sx = 1.031 10' TO 12' (2) 8" x 18 GAUGE Ix = 4.134 Sx = 1.033 12' TO 14' (2) 8" x 16 GAUGE Ix = 5.110 Sx = 1.277 14' TO 16' (2) 8" x 14 GAUGE Ix = 6.303 Sx = 1.576 16' TO 18' (2) 10" x 14 GAUGE Ix = 12.325 Sx = 2.456 18' TO 26' (2) 12" x 16 GAUGE Ix = 15.730 Sx = 2.334 SECTION B a m 2 a` N � r N O T t0 U METAL STUD Z O REF REFER TO (1) #10 TEK w SCREW AT EACH m VERTICAL STUD I REVERSE BOTTOM TRACK REACH -IN TOP TRACK Fr ROUGH OPENING 2 STUD + HEADERS I SECTION SDI B FINISH AS + INDICATED SIMILAR BOTTOM TRACK ti METAL STUD HEADER VARIES .. O Z W 18 GA TRACK WITH (3) #10 TEK SECTION A SCREWS EACH SIDE TO HEADER AND 0 (6) #10 TEK SCREWS TO JAMB 0 METAL STUD JAMB NON RATED GYPSUM BOARD WALL (NEW) EXISTING PARTITION OR WALL TO REMAIN L EXISTING WALL TO BE DEMOLISHED SYMBOLS LEGEND 6.17 KEYNOTE INDICATOR FP 1 31il COLOR INDICATOR SIM FULL AND PARTIAL 8 SECTION INDICATOR A3 1 2 q5 A5 EXTERIOR AND INTERIOR ELEVATION INDICATOR ROOM NAME ROOM NAME AND 1O1 NUMBER E_ WALL TYPE INDICATOR 101A DOOR INDICATOR OWINDOW INDICATOR LF TV MONITOR. ATTACH Tv MONITOR BRACKET TO W= WALLMOUNTED EXTERIOR WALL WITH (6) 3/16" DIA TAPCON ANCHORS WITH 1 1/4" EMBEDMENT. VERIFY EXACT LOCATION WITH LOSS PREVENTION MANAGER. /q - - - - COLUMN LINE INDICATOR 100' -0" HEIGHT ELEVATION FF EL INDICATOR 100' -0" PLAN ELEVATION INDICATOR 5 ENLARGED DETAIL Al INDICATOR 5 A2 DETAIL INDICATOR DETAIL NAME 1 SCALE SIGNAGE LEGEND SIGN o! LJ O O z o LL SIGN, REF NOTE 3. w FF 1. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS: A. ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE ACCESSIBLE B. ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE -USER TOILETS ARE CLUSTERED AT A SINGLE LOCATION C. ACCESSIBLE CHECK -OUT AISLES WHERE NOT ALL AISLES ARE ACCESSIBLE. THE SIGN, WHERE PROVIDED, SHALL BE ABOVE THE CHECK -OUT AISLE IN THE SAME LOCATION AS THE CHECK -OUT AISLE NUMBER OR TYPE OF CHECK -OUT IDENTIFICATION D. UNISEX TOILET AND BATHING ROOMS E. ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE NOT ALL SUCH ROOMS ARE ACCESSIBLE 2. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE ELEMENT SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS. THESE DIRECTIONAL SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY: A. AT EACH SEPARATE -SEX TOILET INDICATING THE LOCATION OF THE NEAREST UNISEX TOILET 3. TACTILE SIGNAGE SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL 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. 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 ACCESSIBILITY CODE LISTED ON SHEET C1 UNDER BUILDING CODE SUMMARY. ABBREVIATION LEGEND GENERAL ABBREVIATIONS ABBR I DEFINITION BO I BOTTOM OF BOM I BOTTOM OF MASONRY BOS I BOTTOM OF STEEL OR BOTTOM OF STUD H I HEIGHT F RCP REFLECTED CEILING PLAN REF REFER TO REINF REINFORCING REQD REQUIRED REV REVERSE RI REACH -IN RO ROUGH OPENING RTU ROOF TOP UNIT SCHED SCHEDULE - SDI STEEL DECK INSTITUTE SF SQUARE FEET /FOOT SIM SIMILAR T &B I TOP AND BOTTOM TYP I TYPICAL OTHERWISE SITE VERIFICATION REQUIREMENTS: 1. GENERAL CONTRACTOR IS RESPONSIBLE FOR HAVING THOROUGH KNOWLEDGE OF ALL CONSTRUCTION DRAWINGS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES 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. 2. ALL WORK SHALL BE DONE IN A SAFE MANNER AND IN A STRICT ACCORDANCE WITH THE LOCAL AND /OR STATE BUILDING CODES, NATIONAL ELECTRIC CODE (NEC), ADA -ADAAG (ADOPTED HANDICAP ACCESSIBILITY REQUIREMENTS), OSHA AND ALL APPLICABLE CODES, REGULATIONS, ORDINANCE, AND AUTHORITIES HAVING JURISDICTION. 3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) PRIOR TO THE SUBMISSION OF HIS BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE WALMART CONSTRUCTION MANAGER OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS. 4. THE CONTRACTOR SHALL VERIFY AND MAINTAIN (REPAIR IF DAMAGED) EXISTING IRRIGATION SYSTEMS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 5. THE CONTRACTOR SHALL FIELD LOCATE AND VERIFY ALL PROPERTY LINES, EASEMENTS, SETBACKS AND RESTRICTIONS. A REGISTERED SURVEYOR SHALL ESTABLISH ALL PROPERTY LINES AND SETBACKS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND CLEARLY FLAG PROPERTY LINES AND SETBACKS. IT REMAINS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DETERMINE EXACT LOCATION OF ALL SAID BOUNDARIES. 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 INSTALLED, VERIFY FINAL GRADES SURROUNDING THE NEW CONSTRUCTION AND ADJUST STAIR RISERS, RAMP LENGTHS, LIMITS OF PAVING, ETC., TO ACCOMMODATE THE REQUIRED RAMP SLOPE, RISER HEIGHTS OR PAVING AREAS. ALL RAMPS AND STAIRS SHALL MEET ADA - ADAAGS (OR ADOPTED HANDICAP ACCESSIBILITY REQUIREMENTS). IF THERE IS A CONFLICT IN FIELD CONDITIONS, NOTIFY WAL -MART CONSTRUCTION MANAGER AND THE ARCHITECT PRIOR TO THE CONSTRUCTION OR ORDERING OF MATERIALS. 8. THE CONTRACTOR SHALL VERIFY THE EXISTING FINISH FLOOR ELEVATION ATALL NEW OPENINGS OF THE EXISTING BUILDING PRIOR TO ESTABLISHING THE FINISH FLOOR ELEVATION. TO VERIFY FLOOR ELEVATION, THE CONTRACTOR SHALL REMOVE A SMALL PORTION OF THE BLOCK WALL AT THE PROPOSED OPENING BETWEEN THE EXISTING STORE AND THE ADDITION. 9. NOT USED 10. NOT USED 11. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WALMART AND THE ARCHITECT PRIOR TO MAKING ANY STRUCTURAL MODIFICATIONS OR ORDERING OF ANY MATERIALS. GENERAL 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 - ADAAGS AND OTHER ADOPTED ACCESSIBILITY STANDARDS, OSHA, AND ALL APPLICABLE CODES, REGULATIONS, ORDINANCES AND AUTHORITIES HAVING JURISDICTION. 2. INTERNAL COMBUSTION ENGINES MAY BE USED INSIDE THE ENCLOSED BUILDING ONLY WHEN POWERED BY PROPANE. THERE WILL BE NO ADDITIONAL COMPENSATION OR EXTENSION OF CONTRACT TIME IF EQUIPMENT IS REMOVED FROM SITE BY WAL -MART DUE TO USE OF OTHER FUELS INSIDE THE ENCLOSED BUILDING. A. PROPANE POWERED EQUIPMENT USED INSIDE THE ENCLOSED BUILDING SHALL HAVE CATALYTIC CONVERTERS ON MUFFLERS AND SHALL BE MAINTAINED AND OPERATED TO ENSURE COMPLIANCE WITH LOCAL, STATE, AND FEDERAL INDOOR AIR QUALITY REGULATIONS. B. PROVIDE STORAGE AND HANDLING OF PROPANE FUELS IN COMPLIANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. 1) NO PROPANE SHALL REMAIN INSIDE BUILDING EXCEPT DURING OPERATION OF PROPANE EQUIPMENT. 2) EQUIPMENT SHALL BE RE- FUELED OUTSIDE THE BUILDING. 3. CORDS FOR ELECTRICAL EQUIPMENT SHALL BE SIZED ADEQUATELY FOR VOLTAGE, CURRENT LOAD, AND LENGTH, WHETHER TO GENERATOR OR EXISTING POWER SUPPLY (REFERENCE SECTION 01500). 4. ROUTE EQUIPMENT CORDS AND HOSES IN COMPLIANCE WITH APPLICABLE OSHA REQUIREMENTS. 5. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 6. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUSTAND 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 REF 2 & 3 -D1. 7. 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. 8. 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. 9. THE CONTRACTOR SHALL KEEP THE WORK AREA CLEAN AND FREE OF DEBRIS AND REMOVE ALL TRASH AND DEBRIS FROM THE CONSTRUCTION AREA DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE EXISTING BUILDING. 10. REMOVE ANY EXISTING EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES AS REQUIRED, SHOWN OR NOT SHOWN, FOR THE INSTALLATION OF NEW CONSTRUCTION. PROVIDE FURRING FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH ADJACENT EXISTING FINISHES. 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. 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. 13. WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH AND REPAINT AS NECESSARY TO BLEND IN WITH ADJACENT WORK. COORDINATE WITH WALMART CONSTRUCTION MANAGER. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF THE CONSTRUCTION SCHEDULE OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER. 15. THE CONTRACTOR SHALL KEEP THE BUILDING WATERTIGHT AT ALL TIMES. 16. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE ARCHITECT /ENGINEER FOR VERIFICATIONS, RESPONSES, AND SUBMISSIONS. 17. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE ONE U.L. LISTED 2A:20BC DRY CHEMICAL FIRE EXTINGUISHER, OR ONE STANDARD U.L. LISTED 2 -1/2 GALLON WATER (E -10) AND ONE U.L. LISTED 1013C CARBON DIOXIDE FIRE EXTINGUISHER MOUNTED TOGETHER IN EACH 3000 SQ. FT. OF WORK AREA OR FRACTION THEREOF (MINIMUM OF TWO AVAILABLE IN ALL CONSTRUCTION AREAS ATALL TIMES). 18. THE PROJECT SPECIFICATIONS FOR REMODEL PROJECTS ARE A PART OF THESE CONSTRUCTION DOCUMENTS AND MUST BE REFERRED TO FOR COMPLETE DOCUMENTATION. 19. IF MODIFICATION TO SPRINKLER SYSTEM IS REQUIRED THE GENERAL CONTRACTOR SHALL HIRE A LICENSED SPRINKLER CONTRACTOR. CONTRACTOR TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. 20. NOT USED. 21. MUD AND DEBRIS TRACKED ONTO OWNER PAVING OR CITY STREETS TO BE CLEANED IMMEDIATELY. 22. BUILDING COMPONENTS AFFECTED BY THE SCOPE OF WORK AND ALLOWED TO REMAIN SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. DEMOLITION REQUIREMENTS: 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 OPENING BEING MADE WATERTIGHT. COORDINATE WITH THE WALMART CONSTRUCTION MANAGER AND THE STORE MANAGER TO SCHEDULE FOR DEMOLITION FOR THIS NEW OPENING. 6. THE CONTRACTOR SHALL REMOVE ANY BUILDING SIGNAGE THAT INTERFERES WITH THE BUILDING REMODEL. WAL- MART WILL REINSTALL SIGNAGE OR ADD NEW SIGNAGE AT COMPLETION OF REMODEL. 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. HARRISON FRENCH & ASSOCIATES, LTD 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 f 888.520.9685 www.hfa- ae.com ISSUE BLOCK CHECKED BY: lu wWPo� DRAWN BY: F50 zwU azOZ. LL rn�w�z�p(9Zfn w 03/13/17 � a ��LL�LLaoo W� LL 31_0 w��zoaw a aQz 2z K W Cw.)H F.dY p CO 2M 00 6§ ¢AwE- atO ow 08 W FO S Oz 02= `X:ww3zdwc=ioadz ¢ J Zu.y opt z�RP- q 3000 LLCO 0 aU w d a3�z�UN��w000�` oNfwwa�=�0z�U, Ma JZI -�'0I_ pw CL o F0 >- 00WIL0wWziaaal=- ISSUE BLOCK CHECKED BY: MAM DRAWN BY: a O 00 03/13/17 PROTO TYPE: a U M C:D N/A 3: 00 M ° N N o ti .. O Z W 0 0 wU) 00 co o C) ' v V N N G% w m z m O ISSUE BLOCK CHECKED BY: MAM DRAWN BY: KK DOCUMENT DATE: 03/13/17 PROTO TYPE: LOW CAP CANOPY kR CYCLE: N/A 'incroI t fir t•�...z,., "�....�::4� MAR 15, 2017 GENERAL INFORMATION SHEET: N1 F_ m 0 :n• PROPOSED T -� POINT OF O' ELECTRICAL CONNECTION, SEE SHEET EC1 p . CENTER OF COLUMN O TO BUILDING 41' -3" F.V. 4. \.;: 19 0 WALL PAINT PARKING STRIPING SW #6885 "KNOCKOUT ORANGE "; TYP. < � g -o r I c A CENTER OF COLUMN TO BUILDING CORNER' 95' -10" F.V. -A sc__ p O �C 0 7 17 0 1 � 34 11' -7 • F,V.; V `•�l - --}- l II REMOVE DIRECTIONAL' T O ARROW, \1 0 4 8 1/8" = 1 ft. AN I i I i o I D { D c { D I { { 0 z { I 0 { -.11 { 1 •l INFORMATION; TYP. g PAINT REMAINDER OF PARKING SPACE AS SHOWN; COLOR TO MATCH EXISTING { PARKING STRIPING { O C) O O 0 0 S 1C„ W - V) -o x V) r_ D n m PICKUP PARKING PLAN 1/8" = 1' -0" 0 0 .I i I. ' N s 3 � ' N I. .j P •� n> \ N •I j { I I 1 { i I' L� W N I � { I a • L. i. { { { I • v I { r { { N o 0 I r" z Q n fTl -T1 Z n f *I n n ? C C M 0 -7 fsl r mmrl" C C N f! Il �C)o0 I I { I ,�V T.B.M. #2 EL - 345.97 L NOON N NO 11111�1 OIN DIRECTIONAL SIGNAGE SITE PLAN NTS SITE LEGEND ALL DETAIL. REFERENCES ON SHEET A2.2 &A2.3`. ' (UNLESS NOTED OTHERWISE) REF: SP1 FOR LOCATIONS ONOT USED I O NOT USED O3 SITE SIGN BASE (ATTACH TO EXISTING SITE SIGN; EXTENSION REQUIRED) SEE DETAIL ONOT USED ONOT USED ONOT USED ONOT USED OPICK UP PARKING STALL DETAIL (DOUBLE STRIPING), SEE DETAIL ONOT USED 1A NOT USED O11 SIGN MOUNTING AND BASE (WITHIN CURBED ISLAND), SEE DETAIL 12 SIGN MOUNTING AND BASE (NOT WITHIN 8 CURBED ISLAND), SEE DETAIL s 13 PARKING STALL GRAPHIC; SEE DETAIL 14, SIGNAGE; SEE DETAIL 15 NOT USED 16 NOT USED 17 CROSSWALK MARKING; SEE DETAIL - 18 NOT USED 19 DOUBLE HM DOOR PICKUP, SEE A1.0 20 NOT USED 21 NOT USED 22 NOT USED 23 NOT USED 24 NOT USED 25 NOT USED 14 26 TRENCHING DETAIL - ASPHALT REPAIR; SEE DETAIL 27 NOT USED Y 28 NOT USED 29 NOT USED � r 7 Lp 30 NOT USED DO C7 31 NOT USED Ln 32 NOT USED 33 NOT USED 34 DO NOT ENTER SIGN; SEE DETAIL PICKUP POST SIGN NOTES SIGNS ARE PROVIDED BY THE OWNER. SIGNS NOTED WITH TWO DIRECTIONS (I. E. S /R) 14 WILL USE THE SAME POLE. REFERENCE AERIAL SITE PLAN FOR ALL SIGNAGE AND MARKING LOCATIONS. USE EXISTING POLES WHERE POSSIBLE. THE GRAPHIC BELOW CLARIFIES VEHICULAR APPROACH TO THE DIRECTION SIGNAGE. DIRECTION DESIGNATIONS LEGEND L - LEFT ARROW S - STRAIGHT AHEAD ARROW R - RIGHT ARROW SIGN APPROACH POST_ DIRECTIONAL SIGN SCHEDULE 6 ARROW NUMBER MOUNTING DIRECTIONAL 3 POLE LEFT DIRECTIONAL 1 POLE RIGHT DIRECTIONAL 2 POLE STRAIGHT PARKING SPACES LOST 2 SPACES LOST TREES LOST ' (3) 6" DIAMETER TREES - ____SO' LIGHT POLES LOST —: –: 1 LIGHT POLE LOST - ---�°- LANDSCAPED AREA LOST 271 S.F. NOTE: THIS SITE PLAN WAS DEVELOPED BASED ON INFORMATION FROM LATEST GOOGLE MAP, AERIAL IMAGES, AND AVAILABLE PROJECT AS -BUILT INFORMATION. INFORMATION DISPLAYED IS ASSUMED TO BE THE EXISTING CONDITION. THE ARCHITECT OF RECORD HAS NOT VISITED THE SITE TO CONFIRM EXISTING CONDITIONS AND CANNOT BE HELD RESPONSIBLE FOR THE ACCURACY OF THE CONDITIONS ILLUSTRATED. HARRISON FRENCH I & ASSOCIATES, L T D 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa- ae.com w Uj V) w cn, >�0K op Z wwo�o>' 0 �Z)o O � zu-w azOZ w APPROX. 30' Fx- (n"Wiwi.0 on wo 0 w �..Q¢�laW��m PROPOSED STALLS TO BE SHORTENED n.QZyz0,0T5,)iEaC ¢ Z O �:t.8W 6222 - ~o ~z 1= AS NEEDED TO MAINTAIN REQUIRED Q J -<,<w ?iayOoLLU�OwwoO�� w3zzw LUNO� a pv> womw_a�5mOwog MF FIRE LANE WIDTH WHERE APPLICABLE w¢�x��z�mx m¢�zF -~O� owaOrw M N 1O >voaiao mzim r¢F_ REMOVE LIGHT POLE AND REFERENCE EC1 N I O LO O � ^ O Oho { C •— ••...... ...... —..J REMOVE DIRECTIONAL' T O ARROW, \1 0 4 8 1/8" = 1 ft. AN I i I i o I D { D c { D I { { 0 z { I 0 { -.11 { 1 •l INFORMATION; TYP. g PAINT REMAINDER OF PARKING SPACE AS SHOWN; COLOR TO MATCH EXISTING { PARKING STRIPING { O C) O O 0 0 S 1C„ W - V) -o x V) r_ D n m PICKUP PARKING PLAN 1/8" = 1' -0" 0 0 .I i I. ' N s 3 � ' N I. .j P •� n> \ N •I j { I I 1 { i I' L� W N I � { I a • L. i. { { { I • v I { r { { N o 0 I r" z Q n fTl -T1 Z n f *I n n ? C C M 0 -7 fsl r mmrl" C C N f! Il �C)o0 I I { I ,�V T.B.M. #2 EL - 345.97 L NOON N NO 11111�1 OIN DIRECTIONAL SIGNAGE SITE PLAN NTS SITE LEGEND ALL DETAIL. REFERENCES ON SHEET A2.2 &A2.3`. ' (UNLESS NOTED OTHERWISE) REF: SP1 FOR LOCATIONS ONOT USED I O NOT USED O3 SITE SIGN BASE (ATTACH TO EXISTING SITE SIGN; EXTENSION REQUIRED) SEE DETAIL ONOT USED ONOT USED ONOT USED ONOT USED OPICK UP PARKING STALL DETAIL (DOUBLE STRIPING), SEE DETAIL ONOT USED 1A NOT USED O11 SIGN MOUNTING AND BASE (WITHIN CURBED ISLAND), SEE DETAIL 12 SIGN MOUNTING AND BASE (NOT WITHIN 8 CURBED ISLAND), SEE DETAIL s 13 PARKING STALL GRAPHIC; SEE DETAIL 14, SIGNAGE; SEE DETAIL 15 NOT USED 16 NOT USED 17 CROSSWALK MARKING; SEE DETAIL - 18 NOT USED 19 DOUBLE HM DOOR PICKUP, SEE A1.0 20 NOT USED 21 NOT USED 22 NOT USED 23 NOT USED 24 NOT USED 25 NOT USED 14 26 TRENCHING DETAIL - ASPHALT REPAIR; SEE DETAIL 27 NOT USED Y 28 NOT USED 29 NOT USED � r 7 Lp 30 NOT USED DO C7 31 NOT USED Ln 32 NOT USED 33 NOT USED 34 DO NOT ENTER SIGN; SEE DETAIL PICKUP POST SIGN NOTES SIGNS ARE PROVIDED BY THE OWNER. SIGNS NOTED WITH TWO DIRECTIONS (I. E. S /R) 14 WILL USE THE SAME POLE. REFERENCE AERIAL SITE PLAN FOR ALL SIGNAGE AND MARKING LOCATIONS. USE EXISTING POLES WHERE POSSIBLE. THE GRAPHIC BELOW CLARIFIES VEHICULAR APPROACH TO THE DIRECTION SIGNAGE. DIRECTION DESIGNATIONS LEGEND L - LEFT ARROW S - STRAIGHT AHEAD ARROW R - RIGHT ARROW SIGN APPROACH POST_ DIRECTIONAL SIGN SCHEDULE 6 ARROW NUMBER MOUNTING DIRECTIONAL 3 POLE LEFT DIRECTIONAL 1 POLE RIGHT DIRECTIONAL 2 POLE STRAIGHT PARKING SPACES LOST 2 SPACES LOST TREES LOST ' (3) 6" DIAMETER TREES - ____SO' LIGHT POLES LOST —: –: 1 LIGHT POLE LOST - ---�°- LANDSCAPED AREA LOST 271 S.F. NOTE: THIS SITE PLAN WAS DEVELOPED BASED ON INFORMATION FROM LATEST GOOGLE MAP, AERIAL IMAGES, AND AVAILABLE PROJECT AS -BUILT INFORMATION. INFORMATION DISPLAYED IS ASSUMED TO BE THE EXISTING CONDITION. THE ARCHITECT OF RECORD HAS NOT VISITED THE SITE TO CONFIRM EXISTING CONDITIONS AND CANNOT BE HELD RESPONSIBLE FOR THE ACCURACY OF THE CONDITIONS ILLUSTRATED. HARRISON FRENCH I & ASSOCIATES, L T D 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa- ae.com w Uj V) w cn, >�0K op Z wwo�o>' 0 �Z)o O � zu-w azOZ w . °w �ZWFw2,z §-Z Fx- (n"Wiwi.0 on wo 0 w �..Q¢�laW��m LL. n.QZyz0,0T5,)iEaC ¢ Z O �:t.8W 6222 - ~o ~z 1= Ov?z��w3avoo¢ zLL= i;Ot-¢zF w Q J -<,<w ?iayOoLLU�OwwoO�� w3zzw LUNO� a pv> womw_a�5mOwog MF w¢�x��z�mx m¢�zF -~O� owaOrw M N 1O >voaiao mzim r¢F_ ISSUE BLOCK AAi CHECKED BY: MAM DRAWN BY: ENH DOCUMENT DATE: 03/13/17 PROTO TYPE: LOW CAP CANOPY PROTO CYCLE: SITE PLAN AND SIGNAGE SHEET: spi i O 00 Z a. C:D O Q 00 < M N N I O LO O � ^ O J Z LU W o o 00 °o _ V ti N N <Y W m D Z m O ISSUE BLOCK AAi CHECKED BY: MAM DRAWN BY: ENH DOCUMENT DATE: 03/13/17 PROTO TYPE: LOW CAP CANOPY PROTO CYCLE: SITE PLAN AND SIGNAGE SHEET: spi i DOOR AND FRAME SCHEDULE PARTITION TYPES DEMOLITION LEGEND SHEET NOTES DETAIL REFERENCES ARE TO SHEET A7 REFERENCE SIDE OPPOSITE SIDE DOOR FRAME DETAIL ' 1 1 FIRE WHERE No CEILING SCHEDULE 1. ALL EQUIPMENT SHOWN DASHED TO BE PROVIDED BY WALMART, UNO. 8. ROUTE ALL UTILITY SERVICE LINES (PIPES AND CONDUIT) WITHIN STUD MARK ROOM NAME NOMINAL SIZE GLASS RATING IS INDICATED AND I I - EXISTING TO REMAIN WALLS WHEREVER POSSIBLE. ON COOLER /FREEZER PANELS IN FOOD NEW /ETR TYPE MATERIAL QTY NEW /ETR TYPE MATERIAL NOTES AT RATED WALLS, 2. ALL STEEL RACKS TO BE FURNISHED BY WALMARTAND ANCHORED BY CONTRACTOR. PREP AREAS WHERE UTILITIES MUST BE EXPOSED, CONTRACTOR TO HAVE W H HEAD JAMB THRESHOLD (MIN) CONTINUE GYPSUM I I - - - - DEMOLISH /REMOVE REFER TO RACK ANCHORAGE PLAN FOR STEEL RACK AND /OR GONDOLA SHELVING THE OPTIONS OF THE FOLLOWING: 926A HALLWAY NEW G HM -STL 1 3' -0" T -0" TEMP ETR - HM -STL - -- - -- - -- 32 BOARD TO DECK FIXTURE ANCHORING REQUIREMENTS. A. SURFACE MOUNT UTILITIES WITH NON - CORROSIVE ANCHORS; SEAL 945A PICKUP CHECK -IN NEW G HM -STL 1 4' -0" T -0" TEMP NEW - HM -STL 18 -A1.0 19 -A1.0 24 -A1.0 SIM 18,33 UNO - - - RELOCATE 3. REPAIR BOLT HOLES AND SPALLS RESULTING FROM MERCHANDISE FIXTURE AND /OR BOTH SIDES OF PIPE /CONDUIT TO PANEL CONTINUOUSLY WITH METAL STUDS I STORAGE RACK RELOCATION OR REMOVAL. REF SPEC 03905. FILL ALL BOLT HOLES AND SEALANT. 945 PICKUP CHECK -IN DOOR SCHEDULE NOTES SPALLS RESULTING FROM FIXTURE AND /OR STORAGE RACK RELOCATION OR REMOVAL IN B. INSTALL UTILITIES 1/2" OFF FACE OF PANEL TO ALLOW FOR = KEYNOTES NON - CUSTOMER ACCESSIBLE AREAS WITH NON - SHRINK GROUT. CLEANING;USE ONLY NON - CORROSIVE ANCHORS; APPLY CONTINUOUS WALLS USE 5/8" WATER 4. STUD WALL DIMENSIONS ARE TO THE FACE OF THE STUDS. SEALANT ALONG EDGES AND JOINTS. NOT IN EXTERIOR M ETAL DOOR FRAMES VISIBLE TO CUSTOMER, , RESISTANT PAINT WALLS P131 AND P126. INSTALL PS4 PROTECTIVE SURFACING AND DB5 BASE PER FINISH 18 I (' 6.17 48 " HIGH PROTECTIVE WALL C. COVER UTILITIES WITH 20 GAUGE STAINLESS STEEL BENT PLATES WALLS, TO RECEIVE EPDXY PAINT. GYPSUM BOARD 5. WALLS AND INFILL OF EXISTING OPENINGS ARE TO MATCH THE CONSTRUCTION AND MOUNTED TO WALL WITH NON - CORROSIVE ANCHORS; APPLY PLAN /ELEVATION. 32. INSTALL STAND ALONE CARD READER. REF ELECTRICAL AT WET AREAS SURFACING WITH INSIDE AND FINISHES OF ADJACENT EXISTING WALLS CONTINUOUS SEALANT ALONG EDGES AND JOINTS. FLOOR I I . OUTSIDE CORNER TRIM AND TOP 6. PROPER INSTALLATION OF JOINT SEALANTS IS CRITICAL TO MEETING WALMART QUALITY 9. RELOCATION AND SETUP OF GONDOLAS AND /OR RACKING AS INDICATED ON THIS CUSTOMER AREA TO RECEIVE NEW LVT FLOORING. EXISTING FLORRING PVC - CHANGE TO LVT1. 33. DOOR, DOOR FRAME AND HARDWARE FURNISHED AND 1 1 CAP. ASSURANCE STANDARDS. PROVIDE SEALANTS IN ACCORDANCE WITH DRAWINGS AND SHEET WILL BE PERFORMED BY GC. ANCHORING OF UPRIGHTS TO BE PERFORMED BY CEILING INSTALLED BY VENDOR SPECIFICATIONS. REFERENCE SECTION 07900 FOR SEALANT SCHEDULE. GENERAL CONTRACTOR. LAY IN CEILING GRID ETR. REPLACE ALL TILE WITH ACT1. 7. ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE SEALED AS REQUIRED FOR A 10.REMOVAL OF GONDOLAS AND /OR RACKING AS INDICATED ON THIS SHEET WILL BE 7" COMPLETE AND PROPER INSTALLATION, REGARDLESS OF WHETHER SHOWN ON THE PERFORMED BY GC. 946 PICKUP STORAGE CRIPPLE STUD FULL LVT1 EDGE DRAWINGS OR INDICATED IN THE SPECIFICATIONS. SUCH JOINTS NOT SHOWN OR 111OCATE ALL 44" DEEP RACKS 6" FROM WALLS AND COLUMNS, UNO. CLEARANCE 1/4" - 3/8" TYP SCHEDULED SHALL BE SEALED WITH SEALANTS CONSISTENT WITH SPECIFIED MATERIALS 12.LOCATE ALL RACKS LESS THAN 44" DEEP 3" FROM ALL WALLS AND COLUMNS, UNO. WALLS OR AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC APPLICATION. EXISTING WALLS ETR. PATCH AND REPAIR ANY HOLES IN EXISTING WALLS. 5/8" TYPE X 1/2" VERTICAL GYPSUM LVT NEW WALLS DO NOT PAINT. REF SPECIFICATIONS FOR FINISH. GYPSUM BOARD TILE BOARD CONTROL JOINT BEVELED EDGE ONLY DOOR AND FRAME FLOOR REF SPECIFICATIONS MITER CORNER TYP WHEN ADJACENT AS SCHEDULED TRANSITION STRIP REMOVE EXISTING CARPET TO SLAB. REMOVE CARPET AND SCRAPE CLEAN THE SLAB TO REMOVE i� SURFACE IS FLAT HEAD ADHESIVE AND DIRT. PATCH AND REPAIR CONCRETE IN ACCORDANCE WITH SPECIFICATION SECTION \�.,\ ANCHOR LOCATION UNFINISHED I COUNTER -SUNK FLOOR DU ED 03905. AT ALL CORNERS ANCHORS AT 12" OC CAPTURE TYPICAL 2" x 1/8" ALUMINUM TRANSITION L ( ( iv TRANSITION BETWEEN EXISTING FLOORING AS REQUIRED IF MORE THAN ONE FLOORING TYPE 3" EXISTS. REPAIR CONCRETE, AS REQUIRED, AT LOCATIONS OF DEMOLISHED WALLS AND FIXTURES IN TRACK ALUMINUM 23 STRIP. T -4 THRESHOLD IN LIEU OF ACCORDANCE WITH SECTION 03905. o TRANSITION, TYP SIM CONC. SLAB ALUMINUM TRANSITION AT FULL CEILING = ' HEIGHT TRAFFIC DOORS TRANSITION AT EXPOSED EDGE OF TILE LAY -IN CEILING TILE ETR. CEILING TILE ETR. 5/8" GAP 1 5/8" DRYWALL LVT TO EC �:4 •- ,; •� . _ SCREWS AT 24" OC " - .. IV SCHEDULE FINISH /MATERIAL KEY COVERING a : ° , a ; ? 6 - 1 -0 5 /8 "TYPEX GYPSUM BOARD FLOOR : ACT1 ACOUSTIC CEILING SYSTEM - WHITE - 24 "X48 "X5/8 GYPSUM BOARD 24 LVT FLOORING PLACE EDGE DB5 DURA -TUFF BASE - BLACK - 5" 1/8" = 1' -0" EC EXPOSED CONCRETE STUD ZINC CONTROL OF TILE BELOW DOOR JOINT STRIP DOOR EF EXISTING FLOORING VERTICAL GYPSUM BOARD CAPTURE TRANSITION STRIP AT LVT FLOORING 112" INSTALL CONTROL NO STOP AT CASED OPENING 2 HM -STL HOLLOW METAL - STEEL GYPSUM BOARD CONTROL JOINT JOINT ON BOTH SIDES TRACK REF SPECIFICATIONS 6" = 1' -0" LVT1 LUXURY VINYL TILE -FAUX WOOD FLOORING LA WALL. LOCATE AT TYPICAL DISTANCE TO WALL P126 PAINT - SW #6885 "KNOCKOUT ORANGE" VARIES LATCH SIDE ONLY ON AT HINGE SIDE ONLY UNO SINGLE HM -STL METAL STUDS FOR PARTITION TYPE � CARD READER P131 PAINT - SW #7102 "WHITE FLOUR" DOORS, REF 21 - A1.0 REF PLANS REFER TO PLAN FOR LOCATION AND PS4 PROTECTIVE SURFACE - IMPACT SPECIALTIES - "GLOWING EMBER" NUMBER OF DOOR(S) REQUIRED TEMP TEMPERED REF 1 -A6 FOR C° CO O S S PROVIDE 2X12 WOOD BLOCKING CENTERED ON KIOSK. REF PLAN FOR LOCATION. WOOD BLOCKING TO BE A MINIMUM OF 2' -0" WIDE REF 12 -A1,0 SIM I i i 1 i N SURFACE MTD. J. BOX BY G.C. BESAM SW 200i 10" - 24" ABOVE DOOR - NTINU U EALANT, NEW HEADER + + + PROTO TYPE: SOFFIT P131 DETAX EAX 2500 EACH SIDE. DOOR ALARM a ~z� U <Oj<O QO=QUu W O O 3 :- WM?ozo�W,=ZFo 0 :. STANDALONE CARD SEALANT, IS 5 GYPSUM BOARD CONTROL JOINT co <JZWFat-Q aWCL w =Z W005W XW Q Wes= + + + + + + + + + +" . + + + + + + + + +' + + + + + + + +" + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + ++ SCREW STUD °OUBLEST EACH SIDE + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + ++ * * + + + + + + + + + + + + + + ++ + + + + + ++ rr- ARMORPLATE 1 0 STOP C) z 21 1 1/2" - 1' -0" + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + ++ IONTYPAMBS FOR PARTITION TYPE CA E CASED OPENING PARTITION HES 9600 EL REF PLANS STRIKE INTERIOR VIEW EXTERIOR VIEW FLOOR TRACK DOOR N N BESAM SW 200i 10" - 24" ABOVE DOOR - OPERATOR 00 + + + PROTO TYPE: SOFFIT P131 DETAX EAX 2500 W 3~¢g�aw <mam °zzatr�U�xa> DOOR ALARM a ~z� U <Oj<O QO=QUu W O O 3 :- WM?ozo�W,=ZFo 0 :. STANDALONE CARD d 5 SWIPE co <JZWFat-Q aWCL w =Z W005W XW Q Wes= + + + + + + + + + +" . + + + + + + + + +' + + + + + + + +" + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + ++ 32" X 32" 1 + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + ++ * * + + + + + + + + + + + + + + ++ + + + + + ++ rr- ARMORPLATE 1 0 1 C) z O z W + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + ++ _j + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + ++ ++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 0 HES 9600 EL ° 0 o STRIKE REF 20 - A1.0 R STUD CONTROL JOINT AT DOUBLE HM DOOR CARDREADER PLACEMENT (�t� DOOR JAMB DETAIL. N.T.S. SURFACE MOUNTED CONTROL JOINT AT DOOR JAMB JAMB HEAD p3/ ICKUP DOOR AND SITE DETAILS HALF GLASS LITE KIT 1/4" CONTINUOUS HINGE MIRRORED ONE WAY GLASS % R 2 0 12" = 1' -0" 19 1 1 /2" = 1' -0" 18 1 1 /2" = 1' -0" 5 8 OMS FURNISHED BY it ii it ii ii I I I I INSTALLED BY --� - -- -- E -16 VON DUPRIN � -- -`-- `� - -- - 99L -996 NL �� I OTHERS -� -- 12 - A1.0 EXISTING FRAME " " STANDALONE CARD I 1 I BEYONDTUDS 6" DATA OUT ET ET AND SWIPE ; ; - - - - MOUNTED AT 79" AFF. REF ELECTRICAL SPEAKERS FOR -- .- - i i I OMS SYSTEM ° _ NEW HM -STL "G" i l I I " EXISTING EXISTING POSITIVE o z EXISTING TYPE DOOR i i 3/4" THICK PLYWOOD HM -STL LOCK DEVICE HM -STL ih APPLIED TO FACE OF - T ^ ^ T - 2x8 WOOD BLOCKING 11 L� I REF 12 - A1.0 DOOR TO `r DOOR TO _ 1.1.1. ' 1 1 1 EXISTING WALL FINISH. (o REMAIN REMAIN C7� MIN. 1 STUD CAVITY i,,) _ w WIDE ATTACHED TO O L - - - - � �_ - - - -11 EXISTING STUDS WITH m z 10 10 -24 WAFER HEAD i 1; I i TRAXX SCREWS HM -STL Z w HALF GLASS 55" ORDER READY BOARD U HALF w VENDOR WILL FURNISH AND INSTALL AUTOMATIC 17" FLAT TOUCH U DOOR OPERATOR, HARDWARE AND MAKE FINAL i 1 I SCREEN OMS SYSTEM DOOR TYPES F 1 VIM E TYPES - > `�' CONNECTIONS. THE VENDOR WILL TEST THE i I 11 °O I- ° OPERATOR TO ANSI 156.10 STANDARDS. o i i 1 i DOUBLE DUPLEX 3/16" = V -0" 1/4" = 1' -0" Om OUTLETAND M co 1 DATA OUTLET. x'I w 0 1 � REF ELECTRICAL in 1PICK UP SITE AND DOOR D - - - - - J3/8" = V -0" SINGLE DUPLEX OUTLET 4ND DATA OUTLET. REF ELECTRICAL 4X 8MM ,HECK -IN KIOSK IN STORE PICKUP KIOSK WALL BLOCKING ELEVATION 1/2" = 1' -0" I � I y S MANAGER STATION. [� h j 1" i I WALMART FURNISHED, VENDOR INSTALLED. -- 1 OMS STATION. WALMART FURNISHED, � ; I VENDOR INSTALLED. REF 13 -A1.0 E PRINTER AND STAND. `•; I f WALMART FURNISHED, VENDOR INSTALLED. STOCKROOM GR NEW DOOR LEAF AND HARDWARE, REF 14/15 -A1.0 \ � y f' HALLWAY 7 of STOCKROOM GR - -_ - M s � STOCKROOM FLOOR PLAN 1/8" = 1' -0" RINTER IN STORE MOUNTED KIOSK ELEVATION 1/2" = V -0" _ 1 t I i I �ll I ' �i 'i STOCKROOM GR � dl 'j HALLWAY flS i ((i s I oI STOCKROOM GR i REMOVE EXISTING DOOR LEAF AND HARDWARE i 1 STUD CAVITY ORDER MANAGEMENT SYSTEM (OMS) WALL BLOCKING ELEVATION L2x2x18GAx4" WITH (2) #11 TEK SCREWS INTO STUD AND (2) #10x1/2" WOOD SCREWS TO BLOCKING L4XLX- IOU/AX4 -- VVI 1 I-1 kL) fF 1U TEK SCREW INTO STUD AND (2) #10x1/2" WOOD SCREWS TO BLOCKING 2x8 WOOD BLOCKING ORDER READY BOARD (ORB) WALL BLOCKING PLAN PAINT TRANSITION LINE 10._01. op CC 00 + + + PROTO TYPE: SOFFIT P131 O W 3~¢g�aw <mam °zzatr�U�xa> IL Z a ~z� U <Oj<O QO=QUu W O O 3 :- WM?ozo�W,=ZFo 0 :. CHECK -IN KIOSK d 5 M N N co <JZWFat-Q aWCL w =Z W005W XW Q Wes= + + + + + + + + + +" . + + + + + + + + +' + + + + + + + +" + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + ++ r-0>-0 00.0 W�Ww <F- 1 + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + ++ * * + + + + + + + + + + + + + + ++ + + + + + ++ ti 1 0 1 O z W + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + ++ _j + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + ++ ++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 0 ++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ° 0 o ++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ N N D 65 TENANT ELEVATION PICKUP L w m M Z) z m O 1 I 1 O r 1 1� of LO 1 N LL N ' N Q SINGLE DUPLEX OUTLET 4ND DATA OUTLET. REF ELECTRICAL 4X 8MM ,HECK -IN KIOSK IN STORE PICKUP KIOSK WALL BLOCKING ELEVATION 1/2" = 1' -0" I � I y S MANAGER STATION. [� h j 1" i I WALMART FURNISHED, VENDOR INSTALLED. -- 1 OMS STATION. WALMART FURNISHED, � ; I VENDOR INSTALLED. REF 13 -A1.0 E PRINTER AND STAND. `•; I f WALMART FURNISHED, VENDOR INSTALLED. STOCKROOM GR NEW DOOR LEAF AND HARDWARE, REF 14/15 -A1.0 \ � y f' HALLWAY 7 of STOCKROOM GR - -_ - M s � STOCKROOM FLOOR PLAN 1/8" = 1' -0" RINTER IN STORE MOUNTED KIOSK ELEVATION 1/2" = V -0" _ 1 t I i I �ll I ' �i 'i STOCKROOM GR � dl 'j HALLWAY flS i ((i s I oI STOCKROOM GR i REMOVE EXISTING DOOR LEAF AND HARDWARE i 1 STUD CAVITY ORDER MANAGEMENT SYSTEM (OMS) WALL BLOCKING ELEVATION L2x2x18GAx4" WITH (2) #11 TEK SCREWS INTO STUD AND (2) #10x1/2" WOOD SCREWS TO BLOCKING L4XLX- IOU/AX4 -- VVI 1 I-1 kL) fF 1U TEK SCREW INTO STUD AND (2) #10x1/2" WOOD SCREWS TO BLOCKING 2x8 WOOD BLOCKING ORDER READY BOARD (ORB) WALL BLOCKING PLAN PAINT TRANSITION LINE 10._01. op P126 ORB + + + PROTO TYPE: SOFFIT P131 O W 3~¢g�aw <mam °zzatr�U�xa> IL Z a ~z� U <Oj<O QO=QUu W O O 3 :- WM?ozo�W,=ZFo 0 :. CHECK -IN KIOSK d "+ '+ '�. M N N co <JZWFat-Q aWCL w =Z W005W XW Q Wes= + + + + + + + + + +" . + + + + + + + + +' + + + + + + + +" + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + ++ r-0>-0 00.0 W�Ww <F- 6.17 + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + ++ * * + + + + + + + + + + + + + + ++ + + + + + ++ ti PS4 + + + + + + + + + + + + + * + + + + * + + + ++ + + + + + + + + + + + + ++ O z W + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + ++ _j + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + ++ ++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 0 ++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ° 0 o ++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ N N D 65 TENANT ELEVATION PICKUP 1,.. �. IF- Im : EXISTING DOOR LEAF AND HARDWARE i r TO REMAIN j STOCKROOM DEMOLITION PLAN 1/8" = 1'4" € FE F 22 SALES A1.0 SIGNAGE, THIRD - PARTY FURNISHED AND INSTALLED. I LVT1 PROVIDED BY OWNER, INSTALLED BY G.C. REF 24 -A1.0 FOR TRANSITION PICKUP FINISH FLOOR PLAN 1/8" = 1' -0" SIGNAGE BY OTHERS P126 PAINT TO DECK P131 SOFFIT EXISTING FINISHES TO REMAIN BOTH SIDES I I GM CORRIDOR ELEVATION 7 1/4" ORB. CHECK -IN KIOSK. FURNISHED AND WALMART FURNISHED, INSTALLED BY WM. INSTALLED BY GENERAL PROVIDE BLOCKING, REF CONTRACTOR. 11 -A1.0. REF ELEC REF 9/10 -A1.0 INFILL PARTITION TO > 6' - 9" 6' 4" N MATCH EXISTING w ALL NEW METAL STUD WALLS TO BE 18 GA STUDS AT 16" OC LINO i1 iE i i PICKUP STORAGE ( _ " PATCH /REPAIR PARTITION �! AS 11 0 > PICKUP CHECK -IN TO MATCH EXISTING 946 945A r 945 SALES EXISTING SOFFIT TO REMAIN AL i TABLE AND FURNITURE. COFFEE VENDING WALMART FURNISHED, GENERAL CONTRACTOR INSTALLED. PICKUP CHECK -IN FLOOR PLAN 1/8" = V -0" 2 STUD CAVITIES ORDER READY BOARD (ORB) WALL BLOCKING ELEVATION- 1/211 = 1 1_011 IF WALLS IN THIS AREA ARE PAINTED ORANGE, PAINT ORANGE WALLS TO MATCH EXISTING FINISHES. REMOVE ANY VINYL COATING APPLIED TO MILLWORK, PAINT SALES SIDE OF DEMISING WALL TO MATCH THE REST OF THE DEMISING WALL IF IT HAS BEEN PAINTED ORANGE AT THE OPENING INTO THE AREA. ALCOVE FINISH FLOOR PLAN 1/8" = 1' -0" REMOVE PORTION OF PARTITION AND /OR SALES EXISTING SOFFIT TO REMAIN REMOVE EXISTING FLOOR FINISH AS REQUIRED FOR INSTALLATION OF NEW RACKS, WALLS AND FLOORING HARRISON FRENCH & ASSOCIATES, LTD 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 f 888.520.9685 www.hfa - ae.com w (n IN �2, o �o H.28>, DRAWN BY: O Uw ,w 2,mg_zg OPEN TO PICKUP CHECK -IN + + + PROTO TYPE: i- t F-,0 . atg'S8 LLa g O W 3~¢g�aw <mam °zzatr�U�xa> IL Z a ~z� U <Oj<O QO=QUu W SIGNAGE BY OTHERS P126 PAINT TO DECK P131 SOFFIT EXISTING FINISHES TO REMAIN BOTH SIDES I I GM CORRIDOR ELEVATION 7 1/4" ORB. CHECK -IN KIOSK. FURNISHED AND WALMART FURNISHED, INSTALLED BY WM. INSTALLED BY GENERAL PROVIDE BLOCKING, REF CONTRACTOR. 11 -A1.0. REF ELEC REF 9/10 -A1.0 INFILL PARTITION TO > 6' - 9" 6' 4" N MATCH EXISTING w ALL NEW METAL STUD WALLS TO BE 18 GA STUDS AT 16" OC LINO i1 iE i i PICKUP STORAGE ( _ " PATCH /REPAIR PARTITION �! AS 11 0 > PICKUP CHECK -IN TO MATCH EXISTING 946 945A r 945 SALES EXISTING SOFFIT TO REMAIN AL i TABLE AND FURNITURE. COFFEE VENDING WALMART FURNISHED, GENERAL CONTRACTOR INSTALLED. PICKUP CHECK -IN FLOOR PLAN 1/8" = V -0" 2 STUD CAVITIES ORDER READY BOARD (ORB) WALL BLOCKING ELEVATION- 1/211 = 1 1_011 IF WALLS IN THIS AREA ARE PAINTED ORANGE, PAINT ORANGE WALLS TO MATCH EXISTING FINISHES. REMOVE ANY VINYL COATING APPLIED TO MILLWORK, PAINT SALES SIDE OF DEMISING WALL TO MATCH THE REST OF THE DEMISING WALL IF IT HAS BEEN PAINTED ORANGE AT THE OPENING INTO THE AREA. ALCOVE FINISH FLOOR PLAN 1/8" = 1' -0" REMOVE PORTION OF PARTITION AND /OR SALES EXISTING SOFFIT TO REMAIN REMOVE EXISTING FLOOR FINISH AS REQUIRED FOR INSTALLATION OF NEW RACKS, WALLS AND FLOORING HARRISON FRENCH & ASSOCIATES, LTD 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 f 888.520.9685 www.hfa - ae.com w (n IN �2, o �o H.28>, DRAWN BY: O Uw ,w 2,mg_zg 0 0 ..6 z PROTO TYPE: i- t F-,0 . atg'S8 LLa g O W 3~¢g�aw <mam °zzatr�U�xa> IL Z a ~z� U <Oj<O QO=QUu W O O 3 :- WM?ozo�W,=ZFo 0 Q zLL,i o�3 =cc O0LL(n F Q d �nw3�Z�p,°Wo�3 o�'fk- Waw =� =Z°�ai=5 M N N co <JZWFat-Q aWCL w =Z W005W XW Q Wes= C%) r-0>-0 00.0 W�Ww <F- UMMUMMU OT. IMAM DRAWN BY: a O 0 0 03/13/17 PROTO TYPE: z U a C� D N/A o O O J v M N N 3 C) ti O z W _j o 0 W ° 0 o G�g N N L w m M Z) z m O UMMUMMU OT. IMAM DRAWN BY: KK DOCUMENT DATE: 03/13/17 PROTO TYPE: LOW CAP CANOPY [PROTO CYCLE: N/A 0 FLOOR PLANS AND DETAILS PICKUP CHECK -IN DEMOLITION PLAN SHEET: N N � M c1 C EXISTING WATERPROOFING MEMBRANE NOTE: PIPE FLASHING IS REQUIRED FOR INSTALLATION ABOVE ROOF ONLY REF ELECTRICAL FOR UNISTRUT/ JUNCTION BOX LOCATION EXISTING CMU WALL TYPE VARIES FLEX CONDUIT SUPPLIED WITH LETTERS CONTINUOUS THROUGH ENTIRE PARAPET BY SIGN INSTALLER — FULL BED OF MULTI- COMPONENT SEALANT AT PERIMETER OF CONDUIT BY SIGN INSTALLER INSTALL SLEEVE ANCHOR THRU WASHER AND LETTER BACK PRIOR TO INSTALLATION BY SIGN INSTALLER -� 1/2 "X4" HILTI HLC -H SLEEVE ANCHOR AND WASHER BY SIGN SUPPLIER 1/2" DIA HOLE FOR SLEEVE ANCHOR INSTALL WITH 1 1/2" MIN EMBEDMENT IN CMU, BY SIGN INSTALLER INDIVIDUAL PLASTIC ILLUMINATED CHANNEL LETTERS BY SIGN SUPPLIER INSTALL LETTER FACES W/ SET SCREWS, TYP BY SIGN INSTALLER LOCATE SLEEVE ANCHORS AND WIRING /CONDUIT PENETRATIONS PER SIGN ATTACHMENT TEMPLATE PROVIDED BY WALMART � = NOTE: IF JURISDICTION REQUIRES ESR FOR ATTACHMENTS. USE 1/2" DIAMETER THREADED ROD SET IN EPDXY ADHESIVE WITH 2" MIN EMBEDMENT INTO PRECAST LOCATE PER SIGN LAYOUT BY SIGN CONTRACTOR. SEALANT ALL AROUND B GENERAL CONTRACTOR i i EXISTING ROOFING SYSTEM i PRE MOLDED PIPE FLASHING BY i BUILDING, GENERAL CONTRACTOR 6x6 STEEL PLATE AT EACH SIGN LETTER ATTACHMENT. ATTACH STEEL PLATE 48" OC WITH (4) 1/2" MASONRY EXPANSION ANCHORS. ATTACH CONTINUOUS UNISTRUT WITH (1) 1/2" MASONRY EXPANSION ANCHOR THROUGH PLATE. SET PLATE IN FULL BED OF SEALANT. NOTE, UNISTRUT MAY BE ABOVE OR BELOW WIRE PENETRATION BY BUILDING ® GENERAL CONTRACTOR 4 "x4" JUNCTION BOX ATTACH TO UNISTRUT BY BUILDING GENERAL CONTRACTOR AT CMU WALL NOTE: CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND SELECT APPROPRIATE SIGN ATTACHMENT DETAIL. SIGN ATTACHMENT METHOD SHALL BE APPROVED BY WALMART CM AND WALMART SIGN MANAGER. SIGN ATTACHMENT T. = V -0" SIGN MOUNTING LOCATION (TYP) FIELD VERIFY EXACT LOCATIONS ROOF LINE JOIST BEARING ELEVATION LINE 15t - 411 NOTE: ALL SIGN PENETRATIONS ABOVE ROOF LEVEL MUST BE A CLEAR MINIMUM OF 8" ABOVE DECK - ELECTRICAL PENETRATIONS (TYP) FIELD VERIFY EXACT LOCATIONS REF BLDG ELEVATIONS CENTER OF SIGN NOTE TO SIGN INSTALLER: ALL PRIMARY MOUNTING HOLES MUST BE UTILIZED . IF MOUNTING THROUGH PRIMARY HOLE IS OBSTRUCTED BY REBAR, METAL STUDS, CHANNELS, OR OTHER MISC METAL, SEAL PRIMARY HOLE IN SIGN CAN AND MOUNT THROUGH THE NEAREST ALTERNATE MOUNTING HOLE. PRIMARY HOLES ARE INDICATED WITH PREDRILLED HOLES THROUGH WASHERS. ALTERNATE HOLES ARE INDICATED WITH WASHERS ONLY OR ARE OTHERWISE MARKED. PICKUP SIGN MOUNTING DIAGRAM 2' -6" 1/4" = 1' -0" 3'- 10 1/2" 15' -4" 10'- 7 1/2" WHITE PLASTIC LETTERS 1 �— — — — — — — — — — — — — — — — — — — — — — — - — \ f - } : r } (fl 1 > r , f — — -- ---------------- ----- \ PLASTIC LETTERS MATCH 66.76 SF SW #6904 "GUSTO GOLD" SIM 5 A2.0 BUILDING PICKUP SIGNAGE 2' -6" 1/2" = V -0" 1" = 20'4" FRONT ELEVATION 1" = 20' -0" ')ro n'- rnninov C9' -6" Y BO CANOPY 5112 o Y FF EL CANOPY ELEVATION - TENSILE STRENGTH CURVED FABRIC 1/8" = V -0" z io 0 d N O z U o t ozo N 1� LIGHT MOUNTED TO STRUCTURE STEEL BEAMS AND COLUMNS PREFINISHED BY VENDOR SIGNAGE WALMART PROVIDED, CONTRACTOR INSTALLED CURB I/L us] Y 8tt 72'- 8" CANOPY 8,t Z) 12' - 0" CL SIGNAGE, WALMART PROVIDED, w p_' i TYP i CONTRACTOR INSTALLED ❑ o W° C: STEEL O aQZ�zz��WUF =nom z v�wo °¢o vu~.w ❑ ¢ W w K C9 0 w O x° 3c�Z ' °ozZZOxz� Q= Qp Z LL y O F� 0 0 ZOZ 0 !a.a3mzwo°ma°woom3 d o`�fw'wa� =�Sz�� =g COLUMNS -:EzM SOL owa°Fw f_o >Ooaiao'gwz�zaelx- ti Z W J 0 PREFINISHED 0 W CO co o 0 i � N N BY VENDOR W m z m � O 3 i i 2' -0 "TYP 10' -0 "TYP � ! ' i , r ! Ii �fi¢fk�ap a�� .,,. PD u&Up ..,.. ... , � ..... ,:.1: - ._ ..................... , r �, : of -•- - � - - , I .1 : a i I . 1 {{ J,. . r 41 t FRONT ELEVATION 1" = 20' -0" ')ro n'- rnninov C9' -6" Y BO CANOPY 5112 o Y FF EL CANOPY ELEVATION - TENSILE STRENGTH CURVED FABRIC 1/8" = V -0" z io 0 d N O z U o t ozo N 1� LIGHT MOUNTED TO STRUCTURE STEEL BEAMS AND COLUMNS PREFINISHED BY VENDOR SIGNAGE WALMART PROVIDED, CONTRACTOR INSTALLED CURB I/L us] Y 8tt �— LOADING ZONE STRIPING (IF APPLIES) SEE NOTES ON SITE PLAN, MATCH P5 PARKING STALL GRAPHIC REF 6- OGP22.1, TYP PICK UP LANE STRIPING. PAINT P126 ' TYP O ti �— LIGHT MOUNTED TO STRUCTURE, TYP �— CANOPY ABOVE CANOPY SITE PLAN - TENSILE STRENGTH CURVED FABRIC 1/8" = 1' -0" ui (n 72'- 8" CANOPY 8,t Z) 12' - 0" CL SIGNAGE, WALMART PROVIDED, w p_' i TYP i CONTRACTOR INSTALLED ❑ o W° C: STEEL O aQZ�zz��WUF =nom z v�wo °¢o vu~.w ❑ ¢ W w K C9 0 w O x° 3c�Z ' °ozZZOxz� Q= Qp Z LL y O F� 0 0 ZOZ 0 !a.a3mzwo°ma°woom3 d o`�fw'wa� =�Sz�� =g COLUMNS -:EzM SOL owa°Fw f_o >Ooaiao'gwz�zaelx- ti Z W J 0 PREFINISHED 0 W CO co o 0 i � N N BY VENDOR W m z m � O 3 i i 2' -0 "TYP 10' -0 "TYP � �fi¢fk�ap a�� .,,. PD u&Up pu¢fk�ap ,-,, .,,: p °¢Ik�lp �— LOADING ZONE STRIPING (IF APPLIES) SEE NOTES ON SITE PLAN, MATCH P5 PARKING STALL GRAPHIC REF 6- OGP22.1, TYP PICK UP LANE STRIPING. PAINT P126 ' TYP O ti �— LIGHT MOUNTED TO STRUCTURE, TYP �— CANOPY ABOVE CANOPY SITE PLAN - TENSILE STRENGTH CURVED FABRIC 1/8" = 1' -0" ui (n rn w 0,w O ww Z) H ww28} wU D to F wW�rrW � w p_' Z °w 1= zaw3F -z o W° C: 3o °swaOQ °mow O aQZ�zz��WUF =nom z v�wo °¢o vu~.w E'- ¢ W w K C9 0 w O x° 3c�Z ' °ozZZOxz� Q= Qp Z LL y O F� 0 0 ZOZ M N N !a.a3mzwo°ma°woom3 d o`�fw'wa� =�Sz�� =g CD -:EzM SOL owa°Fw f_o >Ooaiao'gwz�zaelx- I ISSUE BLOCK CHECKED BY: 'Mi411f1 a O z 00 DOCUMENT DATE: 03/13/17 U a C: PROTO CYCLE: N/A O 00 M N N CD ti Z W J 0 0 W CO co o 0 i N N W m z m O 3 I ISSUE BLOCK BUILDING ELEVATIONS SIGNAGE AND DETAILS SHEET: A2.0 CHECKED BY: 'Mi411f1 DRAWN BY: KK DOCUMENT DATE: 03/13/17 PROTO TYPE: LOW CAP CANOPY PROTO CYCLE: N/A BUILDING ELEVATIONS SIGNAGE AND DETAILS SHEET: A2.0 SPECIAL INSPECTIONS NOTE: ALL INSPECTIONS SHALL BE PERFORMED BY A QUALIFIED, CERTIFIED THIRD -PARTY TESTING AND INSPECTION AGENCY, EMPLOYED BY THE OWNER, FOR THE FOLLOWING SCOPE IF WORK. ALL INSPECTIONS AND TESTING SHALL MEET OR EXCEED THE REQUIREMENTS OF IBC CHAPTER 17 OR THE AUTHORITY HAVING JURISDICTION (WHICHEVER IS MORE STRINGENT). REFER TO CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE FOR DETAILED DESCRIPTION OF REQUIREMENTS. REFER TO THE APPLICABLE SPECIFICATION SECTIONS FOR SPECIFIC TESTING AND INSPECTION REQUIREMENTS. PERIODIC SPECIAL INSPECTIONS: STEEL 1. MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, NUTS, AND WASHERS 2. BOLTED FASTENER ASSEMBLIES OF SUITABLE CONDITION PLACED IN ALL HOLES AND WASHERS POSITIONED AS REQUIRED 3. ALL JOINTS BROUGHT TO THE SNUG TIGHT CONDITION 4. INSPECTION OF STEEL FRAME BOLTED JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS CONCRETE 1. INSPECTION OF REINFORCING STEEL AND PLACEMENT 2. VERIFYING USE OF DESIGN MIX COINCIDING WITH MATERIAL SPECIFIED IN THE CONSTRUCTION DOCUMENTS POST - INSTALLED CONCRETE ANCHORS 1. PERIODICALLY VERIFY AND INSPECT THE FOLLOWING FOR EACH ANCHOR A. GENERAL COMPLIANCE WITH MANUFACTURER'S PUBLISHED INSTRUCTIONS B. PROJECT NAME AND DESCRIPTION C. ADHESIVE EXPIRATION DATE FOR ADHESIVE ANCHORS D. HOLE DIAMETER, DEPTH, LOCATION E. ANCHOR DIAMETER, LENGTH, AND STEEL GRADE F. ANCHOR EMBEDMENT AND SPACING CONTINUOUS SPECIAL INSPECTIONS SOILS AND CAST -IN -PLACE DEEP FOUNDATIONS 1. OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS OF EACH ELEMENT 2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM ELEMENT DIAMETERS, BELL DIAMETERS (IF APPLICABLE), LENGTHS, EMBEDMENT INTO BEDROCK (IF APPLICABLE) AND ADEQUATE END BEARING CAPACITY. RECORD CONCRETE VOLUMES 3. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF ALL FILL. CONCRETE 1. SAMPLE FRESH CONCRETE FOR STRENGTH TESTS AND PERFORM SLUMP AND AIR CONTENT TESTS. DETERMINE THE TEMPERATURE OF FRESH CONCRETE AT THE TIME SPECIMENS ARE MADE FOR STRENGTH TEST. 1 -SET OF CONCRETE CYLINDERS FOR A 28 -DAY COMPRESSIVE TEST IS AN ACCEPTABLE FREQUENCY. 2. INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES CERTIFICATION: DOCUMENT FINAL REPORT OF SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE IBC. SUBMIT ALL REPORTS TO OWNER, ARCHITECT, AND AUTHORITY HAVING JURISDICTION AS REQUIRED. REFERENCE SPECIFICATIONS FOR ADDITIONAL DOCUMENTATION REQUIREMENTS i h: E Y a, Z 'a a� Y V a Q 3 J W 0 N p p d �o p N N' T M U 3ARS EQUALLY ABOUT PIER SECTION CIRCUMFERENCE CANOPY D 3/4" = 1' -0" 3'-6" DIA ETAIL FOUNDATION -w J MIU GENERAL NOTES - STRUCTURAL 1.0 GENERAL 1.1 THE SIZE AND LOCATION OF PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK SHALL BE COORDINATED WITH THE APPROPRIATE CONTRACTOR(S). PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT /ENGINEER. PENETRATIONS SHALL BE THROUGH FOUNDATION STEMWALL OR 6" CLEAR BELOW FOOTING. STEP FOOTING AS REQUIRED PER DETAILS. 1.2 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE TEMPORARY SUPPORT AND STABILITY OF EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. 1.3 VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF STRUCTURAL ITEMS. IF ANY DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT EXISTS IN THE FIELD, CONTACT THE WAL -MART CONSTRUCTION MANAGER TO DETERMINE WHAT SHOULD BE DONE TO MATCH EXISTING CONDITIONS AS REQUIRED. BEGINNING OF CONSTRUCTION MEANS ACCEPTANCE OF EXISTING CONDITIONS. 2.0 FOUNDATIONS AND SUBGRADE 2.1 FOOTING DESIGNS ARE BASED ON AN ASSUMED, NON - EXPANSIVE SOIL WITH A MAXIMUM NET ALLOWABLE SOIL BEARING PRESSURE OF 1,500 PSF WITH A MAXIMUM DIFFERENTIAL SETTLEMENT OF 1/2 ". CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING WHETHER OR NOT SOILS MEETS THIS MINIMUM CRITERIA AND IF IT DOES NOT, SHALL NOTIFY THE ENGINEER OF RECORD. 2.2 EXTERIOR FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH IS 18" BELOW ADJACENT FINISHED GRADE. THICKENED SLAB EDGES FOR STOOPS, CANOPIES, ETC. SHALL BE 16" (UNO). 2.3 BELLING AT THE TOP OF PIERS SHALL BE AVOIDED. SHOULD BELLING OCCUR, SONOTUBES SHALL BE USED TO EXTEND THE PIER TO THE PROPER ELEVATION. 2.4 CONCRETE SHALL BE POURED IN ALL PIER HOLES WITHIN 8 HOURS OF EXCAVATION. ANY ACCUMULATED WATER SHALL BE PUMPED FROM THE PIER HOLES PRIOR TO CONRETE PLACEMENT. 2.5 DO NOT ALLOW STORED EXCAVATION MATERIAL TO DISRUPT PROPER DRAINAGE OF AREA. 2.6 DISPOSE OF EXCAVATED MATERIAL AS REQUIRED BY OWNER'S REPRESENTATIVE. 2.7 BEFORE OR CONCURRENT WITH THE EXCAVATION FOR THE FOUNDATIONS ADJACENT TO THE EXISTING BUILDING, PROVIDE ADEQUATE SUPPORT TO THE SUBBASE AND SUBGRADE OF THE EXISTING SLAB AND FOUNDATIONS TO PREVENT UNDERMINING. 3.0 REINFORCED CONCRETE 3.1 MINIMUM COMPRESSIVE STRENGTH (fc) AT THE END OF 28 DAYS AND MAXIMUM WATER- CEMENT RATIO (w /c) SHALL BE AS FOLLOWS: fc w/c ADDITIONAL REQUIREMENTS A. STRUCTURAL CAST -IN -PLACE CONCRETE 3,000 PSI 0.50 SPECIFICATION SECTION 03310 3.2 EXPOSURE CLASSIFICATION: NEGLIGIBLE 3.3 REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A-615, LATEST REVISION. BARS SHALL BE GRADE 60. REINFORCING BARS SHALL BE SPLICED A MINIMUM OF 48 BAR DIAMETERS OR 24 INCHES WHICHEVER IS GREATER, UNO. 3.4 REF ACI 318 LATEST EDITION FOR CONCRETE COVER, ACI 315 LATEST EDITION FOR DETAILING PRACTICES AND FABRICATION, AND ACI 301 LATEST EDITION FOR STANDARD PRACTICE FOR MIXING AND PLACING REINFORCED CONCRETE. 4.0 STRUCTURAL STEEL 4.1 STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTH AND SPECIFICATIONS: YIELD ASTM SPEC A. ANCHOR RODS: 36 KSI A 36 B. ANGLE STEEL SHAPES: 36 KSI A 36 4.2 WELDING SHALL MEET ANSI /AWS D1.1 STRUCTURAL WELDING CODE, LATEST REVISION. ELECTRODES SHALL BE 70KSI LOW HYDROGEN. 4.3 THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF CONNECTIONS THAT ARE NOT DESIGNED OR FULLY DETAILED ON THE CONTRACT DOCUMENTS. 5.0 PRE - MANUFACTURED CANOPY 5.1 CANOPY ERECTOR SHALL PROVIDE TEMPORARY BRACING FOR THE ENTIRE CANOPY STRUCTURE UNTIL ALL STRUCTURE AND CONNECTIONS ARE INSTALLED AND FUNCTIONING AS THE DESIGNED UNIT. 5.2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION SELECTED. 5.3 THE CANOPY ERECTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE IN AND AROUND THE CANOPY INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. 5.4 ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE CURRENT EDITION OF THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" OR AISI "COLD FORMED STEEL DESIGN MANUAL." 5.5 FIELD CONNECTIONS SHALL BE BOLTED EXCEPT WHERE WELDED CONNECTIONS ARE INDICATED ON THE MANUFACTURER'S DRAWINGS. 5.6 ANCHOR BOLTS SHALL BE SET IN STRICT COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 5.7 WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS D1.1 & D1.3). 5.8 MATERIALS (MINIMUM REQUIREMENTS): YIELD ASTM SPEC A. HOLLOW STRUCTURAL SHAPES: 46 KSI A500, GRADE C B. OTHER STEEL SHAPES, BARS, AND PLATES: 50 KSI A572 C. PURLINS: 40 KSI A500, GRADE C D. ANCHOR RODS: 36 KSI F 1554 5.9 MANUFACTURER SHALL DESIGN ALL CANOPY FRAMING, FOUNDATIONS, AND SUBSEQUENT CONNECTIONS TO MEET THE CANOPY DESIGN LOAD CRITERIA SHOWN. 5.10 STRUCTURAL DESIGN OF THE CANOPY SHALL BE PERFORMED BY AN ENGINEER LICENSED IN THE PROJECT STATE. 5.11 MANUFACTURER IS RESPONSIBLE FOR DESIGNING AND SUPPLYING ALL CONNECTIONS. 5.12 MANUFACTURER SHALL PROVIDE ALL CALCULATIONS AND DRAWINGS TO THE BUILDING ENGINEER FOR REVIEW. PRIOR TO THE DRAWINGS BEING ISSUED FOR PERMIT. LOADS SHALL BE PROVIDED IN FORMAT SHOWN BELOW VALUES SHALL BE UNFACTORED. CANOPY DESIGN LOADS VERTICAL LOAD IPII A. BUILDING CODE 2015 IBC 1. CANOPY GRAVITY LOADS 10 "x8" CANOPY COLUMN A. DEAD LOADS PER CANOPY MANUF B. ROOF LIVE LOADS 5 PSF C. GROUND SNOW LOAD 20 PSF 2. CANOPY LATERAL LOADS REF FOUNDATION A. WIND LOADS WATERPROOF BASE PL, ANCHOR BOLTS, PLAN FOR REINF 1. ULTIMATE WIND SPEED 110 MPH AND COLUMN WITH ASPHALTIC MASTIC 2. BASIC WIND SPEED (SERVICE) 85 MPH Z W 3. WIND EXPOSURE CATEGORY C _! 4. RISK CATEGORY PER CANOPY MANUF 0 5. INTERNAL PRESSURE COEFFICIENT (GCpi) PER CANOPY MANUF B. SEISMIC LOADS BELOW COLUMN BASE PLATE AFTER 1. RISK CATEGORY II 2. SEISMIC IMPORTANCE FACTOR (le) 1.0 ANOPY MFR I 3. SEISMIC COEFFICIENT (SS) 1.242 w m 4. SEISMIC COEFFICIENT (S1) 0.493 COL BRG EL 5. SITE CLASS D TY /tom 6. SEISMIC COEFFICIENT (SDS) 0.831 7. SEISMIC COEFFICIENT (SD1) 0.495 �- 8. SEISMIC DESIGN CATEGORY D 9. BASIC SEISMIC FORCE RESISTING SYSTEM PER CANOPY MANUF 10. DESIGN BASE SHEAR (V) PER CANOPY MANUF 11. SEISMIC RESPONSE COEFFICIENT (Cs) PER CANOPY MANUF ,_ 12. RESPONSE MODIFICATION COEFFICIENT PER CANOPY MANUF EMBEDMENT LENGTH & 13. ANALYSIS PROCEDURE PER CANOPY MANUF (3) #3 TIES IN TOP LOAD COMBINATIONS WITH SNOW LOAD SHALL ALSO INCLUDE LOADS FROM LOCATION OF ANCHOR BOLTS HIGH -LOW ROOF DRIFTING FROM MAIN BUILDING ROOF, PER CODE. 5" OF PIER i h: E Y a, Z 'a a� Y V a Q 3 J W 0 N p p d �o p N N' T M U 3ARS EQUALLY ABOUT PIER SECTION CIRCUMFERENCE CANOPY D 3/4" = 1' -0" 3'-6" DIA ETAIL FOUNDATION -w J MIU GENERAL NOTES - STRUCTURAL 1.0 GENERAL 1.1 THE SIZE AND LOCATION OF PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK SHALL BE COORDINATED WITH THE APPROPRIATE CONTRACTOR(S). PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT /ENGINEER. PENETRATIONS SHALL BE THROUGH FOUNDATION STEMWALL OR 6" CLEAR BELOW FOOTING. STEP FOOTING AS REQUIRED PER DETAILS. 1.2 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE TEMPORARY SUPPORT AND STABILITY OF EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. 1.3 VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF STRUCTURAL ITEMS. IF ANY DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT EXISTS IN THE FIELD, CONTACT THE WAL -MART CONSTRUCTION MANAGER TO DETERMINE WHAT SHOULD BE DONE TO MATCH EXISTING CONDITIONS AS REQUIRED. BEGINNING OF CONSTRUCTION MEANS ACCEPTANCE OF EXISTING CONDITIONS. 2.0 FOUNDATIONS AND SUBGRADE 2.1 FOOTING DESIGNS ARE BASED ON AN ASSUMED, NON - EXPANSIVE SOIL WITH A MAXIMUM NET ALLOWABLE SOIL BEARING PRESSURE OF 1,500 PSF WITH A MAXIMUM DIFFERENTIAL SETTLEMENT OF 1/2 ". CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING WHETHER OR NOT SOILS MEETS THIS MINIMUM CRITERIA AND IF IT DOES NOT, SHALL NOTIFY THE ENGINEER OF RECORD. 2.2 EXTERIOR FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH IS 18" BELOW ADJACENT FINISHED GRADE. THICKENED SLAB EDGES FOR STOOPS, CANOPIES, ETC. SHALL BE 16" (UNO). 2.3 BELLING AT THE TOP OF PIERS SHALL BE AVOIDED. SHOULD BELLING OCCUR, SONOTUBES SHALL BE USED TO EXTEND THE PIER TO THE PROPER ELEVATION. 2.4 CONCRETE SHALL BE POURED IN ALL PIER HOLES WITHIN 8 HOURS OF EXCAVATION. ANY ACCUMULATED WATER SHALL BE PUMPED FROM THE PIER HOLES PRIOR TO CONRETE PLACEMENT. 2.5 DO NOT ALLOW STORED EXCAVATION MATERIAL TO DISRUPT PROPER DRAINAGE OF AREA. 2.6 DISPOSE OF EXCAVATED MATERIAL AS REQUIRED BY OWNER'S REPRESENTATIVE. 2.7 BEFORE OR CONCURRENT WITH THE EXCAVATION FOR THE FOUNDATIONS ADJACENT TO THE EXISTING BUILDING, PROVIDE ADEQUATE SUPPORT TO THE SUBBASE AND SUBGRADE OF THE EXISTING SLAB AND FOUNDATIONS TO PREVENT UNDERMINING. 3.0 REINFORCED CONCRETE 3.1 MINIMUM COMPRESSIVE STRENGTH (fc) AT THE END OF 28 DAYS AND MAXIMUM WATER- CEMENT RATIO (w /c) SHALL BE AS FOLLOWS: fc w/c ADDITIONAL REQUIREMENTS A. STRUCTURAL CAST -IN -PLACE CONCRETE 3,000 PSI 0.50 SPECIFICATION SECTION 03310 3.2 EXPOSURE CLASSIFICATION: NEGLIGIBLE 3.3 REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A-615, LATEST REVISION. BARS SHALL BE GRADE 60. REINFORCING BARS SHALL BE SPLICED A MINIMUM OF 48 BAR DIAMETERS OR 24 INCHES WHICHEVER IS GREATER, UNO. 3.4 REF ACI 318 LATEST EDITION FOR CONCRETE COVER, ACI 315 LATEST EDITION FOR DETAILING PRACTICES AND FABRICATION, AND ACI 301 LATEST EDITION FOR STANDARD PRACTICE FOR MIXING AND PLACING REINFORCED CONCRETE. 4.0 STRUCTURAL STEEL 4.1 STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTH AND SPECIFICATIONS: YIELD ASTM SPEC A. ANCHOR RODS: 36 KSI A 36 B. ANGLE STEEL SHAPES: 36 KSI A 36 4.2 WELDING SHALL MEET ANSI /AWS D1.1 STRUCTURAL WELDING CODE, LATEST REVISION. ELECTRODES SHALL BE 70KSI LOW HYDROGEN. 4.3 THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF CONNECTIONS THAT ARE NOT DESIGNED OR FULLY DETAILED ON THE CONTRACT DOCUMENTS. 5.0 PRE - MANUFACTURED CANOPY 5.1 CANOPY ERECTOR SHALL PROVIDE TEMPORARY BRACING FOR THE ENTIRE CANOPY STRUCTURE UNTIL ALL STRUCTURE AND CONNECTIONS ARE INSTALLED AND FUNCTIONING AS THE DESIGNED UNIT. 5.2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION SELECTED. 5.3 THE CANOPY ERECTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE IN AND AROUND THE CANOPY INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. 5.4 ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE CURRENT EDITION OF THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" OR AISI "COLD FORMED STEEL DESIGN MANUAL." 5.5 FIELD CONNECTIONS SHALL BE BOLTED EXCEPT WHERE WELDED CONNECTIONS ARE INDICATED ON THE MANUFACTURER'S DRAWINGS. 5.6 ANCHOR BOLTS SHALL BE SET IN STRICT COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 5.7 WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS D1.1 & D1.3). 5.8 MATERIALS (MINIMUM REQUIREMENTS): YIELD ASTM SPEC A. HOLLOW STRUCTURAL SHAPES: 46 KSI A500, GRADE C B. OTHER STEEL SHAPES, BARS, AND PLATES: 50 KSI A572 C. PURLINS: 40 KSI A500, GRADE C D. ANCHOR RODS: 36 KSI F 1554 5.9 MANUFACTURER SHALL DESIGN ALL CANOPY FRAMING, FOUNDATIONS, AND SUBSEQUENT CONNECTIONS TO MEET THE CANOPY DESIGN LOAD CRITERIA SHOWN. 5.10 STRUCTURAL DESIGN OF THE CANOPY SHALL BE PERFORMED BY AN ENGINEER LICENSED IN THE PROJECT STATE. 5.11 MANUFACTURER IS RESPONSIBLE FOR DESIGNING AND SUPPLYING ALL CONNECTIONS. 5.12 MANUFACTURER SHALL PROVIDE ALL CALCULATIONS AND DRAWINGS TO THE BUILDING ENGINEER FOR REVIEW. PRIOR TO THE DRAWINGS BEING ISSUED FOR PERMIT. LOADS SHALL BE PROVIDED IN FORMAT SHOWN BELOW VALUES SHALL BE UNFACTORED. CL OF COLUMN AND FTG VERTICAL LOAD IPII CL WRAP COLUMN WITH 1" CLOSED DEAD LOAD CELL FOAM ISOLATION FULL DEPTH O.OK OF SLAB (CAULK TOP 1/2" WITH 10 "x8" CANOPY COLUMN O.OK I I SEALANT, REF ARCH) SUPPLIED BY CANOPY MFR O.OK I O.OK WIND O.OK O.OK BASE PLATE SUPPLIED BY CANOPY MFR REF FOUNDATION O.OK I � � WATERPROOF BASE PL, ANCHOR BOLTS, PLAN FOR REINF MARK ALL UTILITIES IN THE VICINITY OF THE ti AND COLUMN WITH ASPHALTIC MASTIC Z W BELOW FF EL DRILLED PIERS PRIOR TO DRILLING. NOTIFY _! O 0 W ` ro PROVIDE 1 1/2" NON - SHRINK GROUT THE ARCHITECT OF RECORD IF LOCATIONS BELOW COLUMN BASE PLATE AFTER I ERECTION WILL INTERFERE WITH PLACEMENT OF PIERS. REF ANOPY MFR I o w m COL BRG EL z M O TY /tom / I POST - INSTALLED ANCHORS, 2/S1.0 - - - -�- --- - - - - -- - - --- - - - - -- �- COL CL SUPPLIED BY CANOPY MFR (COORDINATE SIZE, _. ... ... ,_ EMBEDMENT LENGTH & i (3) #3 TIES IN TOP LOCATION OF ANCHOR BOLTS I 5" OF PIER I I WITH CANOPY MFR) N 8"- I 24' 4" I I 24' -0" 24' -0" Sz� 8" I COL COL COL q�pi CL CL CL - (8) #8 VERTICAL ,CANOPY FOUNDATION PLAN SECTION do-- #3 HOOP TIES AT 16" OC, TYP .PLACE VERTICAL I i h: E Y a, Z 'a a� Y V a Q 3 J W 0 N p p d �o p N N' T M U 3ARS EQUALLY ABOUT PIER SECTION CIRCUMFERENCE CANOPY D 3/4" = 1' -0" 3'-6" DIA ETAIL FOUNDATION -w J MIU GENERAL NOTES - STRUCTURAL 1.0 GENERAL 1.1 THE SIZE AND LOCATION OF PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK SHALL BE COORDINATED WITH THE APPROPRIATE CONTRACTOR(S). PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT /ENGINEER. PENETRATIONS SHALL BE THROUGH FOUNDATION STEMWALL OR 6" CLEAR BELOW FOOTING. STEP FOOTING AS REQUIRED PER DETAILS. 1.2 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE TEMPORARY SUPPORT AND STABILITY OF EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. 1.3 VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF STRUCTURAL ITEMS. IF ANY DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT EXISTS IN THE FIELD, CONTACT THE WAL -MART CONSTRUCTION MANAGER TO DETERMINE WHAT SHOULD BE DONE TO MATCH EXISTING CONDITIONS AS REQUIRED. BEGINNING OF CONSTRUCTION MEANS ACCEPTANCE OF EXISTING CONDITIONS. 2.0 FOUNDATIONS AND SUBGRADE 2.1 FOOTING DESIGNS ARE BASED ON AN ASSUMED, NON - EXPANSIVE SOIL WITH A MAXIMUM NET ALLOWABLE SOIL BEARING PRESSURE OF 1,500 PSF WITH A MAXIMUM DIFFERENTIAL SETTLEMENT OF 1/2 ". CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING WHETHER OR NOT SOILS MEETS THIS MINIMUM CRITERIA AND IF IT DOES NOT, SHALL NOTIFY THE ENGINEER OF RECORD. 2.2 EXTERIOR FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH IS 18" BELOW ADJACENT FINISHED GRADE. THICKENED SLAB EDGES FOR STOOPS, CANOPIES, ETC. SHALL BE 16" (UNO). 2.3 BELLING AT THE TOP OF PIERS SHALL BE AVOIDED. SHOULD BELLING OCCUR, SONOTUBES SHALL BE USED TO EXTEND THE PIER TO THE PROPER ELEVATION. 2.4 CONCRETE SHALL BE POURED IN ALL PIER HOLES WITHIN 8 HOURS OF EXCAVATION. ANY ACCUMULATED WATER SHALL BE PUMPED FROM THE PIER HOLES PRIOR TO CONRETE PLACEMENT. 2.5 DO NOT ALLOW STORED EXCAVATION MATERIAL TO DISRUPT PROPER DRAINAGE OF AREA. 2.6 DISPOSE OF EXCAVATED MATERIAL AS REQUIRED BY OWNER'S REPRESENTATIVE. 2.7 BEFORE OR CONCURRENT WITH THE EXCAVATION FOR THE FOUNDATIONS ADJACENT TO THE EXISTING BUILDING, PROVIDE ADEQUATE SUPPORT TO THE SUBBASE AND SUBGRADE OF THE EXISTING SLAB AND FOUNDATIONS TO PREVENT UNDERMINING. 3.0 REINFORCED CONCRETE 3.1 MINIMUM COMPRESSIVE STRENGTH (fc) AT THE END OF 28 DAYS AND MAXIMUM WATER- CEMENT RATIO (w /c) SHALL BE AS FOLLOWS: fc w/c ADDITIONAL REQUIREMENTS A. STRUCTURAL CAST -IN -PLACE CONCRETE 3,000 PSI 0.50 SPECIFICATION SECTION 03310 3.2 EXPOSURE CLASSIFICATION: NEGLIGIBLE 3.3 REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A-615, LATEST REVISION. BARS SHALL BE GRADE 60. REINFORCING BARS SHALL BE SPLICED A MINIMUM OF 48 BAR DIAMETERS OR 24 INCHES WHICHEVER IS GREATER, UNO. 3.4 REF ACI 318 LATEST EDITION FOR CONCRETE COVER, ACI 315 LATEST EDITION FOR DETAILING PRACTICES AND FABRICATION, AND ACI 301 LATEST EDITION FOR STANDARD PRACTICE FOR MIXING AND PLACING REINFORCED CONCRETE. 4.0 STRUCTURAL STEEL 4.1 STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTH AND SPECIFICATIONS: YIELD ASTM SPEC A. ANCHOR RODS: 36 KSI A 36 B. ANGLE STEEL SHAPES: 36 KSI A 36 4.2 WELDING SHALL MEET ANSI /AWS D1.1 STRUCTURAL WELDING CODE, LATEST REVISION. ELECTRODES SHALL BE 70KSI LOW HYDROGEN. 4.3 THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF CONNECTIONS THAT ARE NOT DESIGNED OR FULLY DETAILED ON THE CONTRACT DOCUMENTS. 5.0 PRE - MANUFACTURED CANOPY 5.1 CANOPY ERECTOR SHALL PROVIDE TEMPORARY BRACING FOR THE ENTIRE CANOPY STRUCTURE UNTIL ALL STRUCTURE AND CONNECTIONS ARE INSTALLED AND FUNCTIONING AS THE DESIGNED UNIT. 5.2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION SELECTED. 5.3 THE CANOPY ERECTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE IN AND AROUND THE CANOPY INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. 5.4 ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE CURRENT EDITION OF THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" OR AISI "COLD FORMED STEEL DESIGN MANUAL." 5.5 FIELD CONNECTIONS SHALL BE BOLTED EXCEPT WHERE WELDED CONNECTIONS ARE INDICATED ON THE MANUFACTURER'S DRAWINGS. 5.6 ANCHOR BOLTS SHALL BE SET IN STRICT COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 5.7 WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS D1.1 & D1.3). 5.8 MATERIALS (MINIMUM REQUIREMENTS): YIELD ASTM SPEC A. HOLLOW STRUCTURAL SHAPES: 46 KSI A500, GRADE C B. OTHER STEEL SHAPES, BARS, AND PLATES: 50 KSI A572 C. PURLINS: 40 KSI A500, GRADE C D. ANCHOR RODS: 36 KSI F 1554 5.9 MANUFACTURER SHALL DESIGN ALL CANOPY FRAMING, FOUNDATIONS, AND SUBSEQUENT CONNECTIONS TO MEET THE CANOPY DESIGN LOAD CRITERIA SHOWN. 5.10 STRUCTURAL DESIGN OF THE CANOPY SHALL BE PERFORMED BY AN ENGINEER LICENSED IN THE PROJECT STATE. 5.11 MANUFACTURER IS RESPONSIBLE FOR DESIGNING AND SUPPLYING ALL CONNECTIONS. 5.12 MANUFACTURER SHALL PROVIDE ALL CALCULATIONS AND DRAWINGS TO THE BUILDING ENGINEER FOR REVIEW. PRIOR TO THE DRAWINGS BEING ISSUED FOR PERMIT. LOADS SHALL BE PROVIDED IN FORMAT SHOWN BELOW VALUES SHALL BE UNFACTORED. f �- V P M 73'-4" SHEAR LOAD ,V' VERTICAL LOAD IPII MOMENT "M" DEAD LOAD O.OK O.OK O.OK LIVE LOAD O.OK O.OK O.OK SNOW +DRIFT O.OK O.OK O.OK WIND O.OK O.OK O.OK SEISMIC O.OK O.OK O.OK f �- V P M 73'-4" 3/8" = 1' -0" L0 w ww D WWW000 EDGE OF CANOPY ABOVE. REF ARCH ono OLL .0)F -W�ZF -DOZE %0 W ~Z LL of a: 0 FOR CONFIGURATION NOTIFY LL w - : - ;ZZZ¢�WW� =ai O 3a- °zN ARCH /ENGINEER. IF DESIGN LOADS i�oz ZZZ� w O ZLL N0op N�0 Q J D 0 w �M w OU UZW 4Qa3M8.wwwoow REQUIRE A CHANGE IN CONFIGURATION i- NOTE: CONTRACTOR SHALL LOCATE AND U) C) O MARK ALL UTILITIES IN THE VICINITY OF THE ti Z W DRILLED PIERS PRIOR TO DRILLING. NOTIFY _! O 0 W ` ro THE ARCHITECT OF RECORD IF LOCATIONS WILL INTERFERE WITH PLACEMENT OF PIERS. N N 00 o w m N z M O TY /tom / I a-- - - - - 2/S1.0 - - - -�- --- - - - - -- - - --- - - - - -- �- COL CL _. ... ... ,_ I I I I N 8"- I 24' 4" I I 24' -0" 24' -0" I 8" COL COL COL COL CL CL CL CL ,CANOPY FOUNDATION PLAN 3/8" = 1' -0" L0 w ww D WWW000 DRAWN BY: ono OLL .0)F -W�ZF -DOZE %0 W ~Z LL of a: 0 FDLL.22'W00o9WU �o°QgiraN�do3w LL w - : - ;ZZZ¢�WW� =ai O 3a- °zN 00 i�oz ZZZ� w O ZLL N0op N�0 Q J D 0 w �M w OU UZW 4Qa3M8.wwwoow i- U¢�ZW~o�Q�QQWa�- =Z WOQ�d'LLuU W W 7= U) ISSUE BLOCK I I __ i CHECKED BY: JLK DRAWN BY: IL O z %0 03/13/17 PROTO TYPE: U CL C N/A 00 ° M N N C) O ti Z W _! O 0 W ` ro 00 ° N N w m z M O ISSUE BLOCK I I __ i CHECKED BY: JLK DRAWN BY: AHM DOCUMENT DATE: 03/13/17 PROTO TYPE: LOW CAP CANOPY PROTO CYCLE: N/A �011iAI LUNGSHEN TSAO E., S. . WASHINGTON NO. 50873 EXP. 10/08/18 PLANS, GENERAL NOTES AND DETAILS SHEET: si N O N 'p ..Q Lo C 0 O M C N m 0 C m N Lo a ca ca rn o c N N fl M Y W `- Q rn vJ T g a �o o� O c� m� M c') 3 N O 1= N � A NOOP IIIO � O M � m� I-- N Z N a Y HANG 4" AND 6" PIPE WITHIN 3" OF PANEL POINT PIPE 3" AND SMALLER NOT REQUIRED TO BE WITHIN 3" OF PANEL POINT FOR 6" AND 8" PIPE, USE THRU BOLT CONNECTION WHERE POSSIBLE. USE TRAPEZE HANGER WHERE JOIST PANEL POINTS TYP JOIST WEB CONFLICTS WITH THRU BOLT BEAM CLAMP 6" AND SMALLER PIPE 6" IV - ' )v KAAV r-DECK TYP TOP CHORD OF JOIST T' MAINTAIN VISIBLE CLEARANCE BETWEEN PIPE AND JOIST MEMBERS TYP 4 ", 6" AND 8" PIPE 1 8" 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 PIPE RUNNING PERPENDICULAR TO JOISTS Y4 "x2 "x2" SQUARE WASHER & HEX NUT Y2" ALL THREAD ROD FENDER WASHER & HEX NUT 3Y2 "x2Y2 "x1'4 ANGLE TRAPEZE REQUIRED FOR 6 MAINS 4 %4 %) /4" ANGLE TRAPEZE REQUIRED FOR 8" MAINS 1. 6" THRU BOLT TYP IMAX 17V l i TOP CHORD OF JOIST TYP ONE OPEN JOIST BAY MINIMUM BETWEEN TRAPEZE HANGERS 12" DO NOT HANG 2 OR MORE MIN MAINS 4" OR LARGER BETWEEN THE SAME JOIST SPACE PIPE RUNNING PARALLEL TO JOIST CONTRACTOR MAY SUBSTITUTE ANGLE IRON TRAPEZE MEMBER WITH PIPE MEMBER. SIZE PIPE MEMBER IN ACCORDANCE WITH NFPA -13 AND MAINTAIN 12" MAXIMUM DEFLECTOR DISTANCE 12" MIN UTILIZE THESE HANGING METHODS FOR ALL SPRINKLER PIPING. SPACE TRAPEZE HANGERS IN ACCORDANCE WITH SCHEDULE. LOCATE HANGERS WITHIN 3" OF JOIST PANEL POINTS U.N.O. NOTE: DO NOT SUPPORT SPRINKLER PIPING FROM BOTTOM CHORD OF BAR JOISTS PIPE SUPPORT, 4 NTS 10.30.07 F02 -1 SPRINKLER SYMBOL LEGEND YMBOL MAXIMUM HANGER SPACING FOR PIPES PARALLEL TO JOISTS MFR 4" PIPE EVERY 12' -0" 6" PIPE EVERY 12' -0" 8" PIPE EVERY 12' -0" STYLE NOT TRAPEZED TRAPEZED TRAPEZED DESCRIPTION (SYMBOLS USED IF APPUCABLE) BEAM CLAMP THRU BOLT THRU BOLT PIPE RUNNING PARALLEL TO JOIST CONTRACTOR MAY SUBSTITUTE ANGLE IRON TRAPEZE MEMBER WITH PIPE MEMBER. SIZE PIPE MEMBER IN ACCORDANCE WITH NFPA -13 AND MAINTAIN 12" MAXIMUM DEFLECTOR DISTANCE 12" MIN UTILIZE THESE HANGING METHODS FOR ALL SPRINKLER PIPING. SPACE TRAPEZE HANGERS IN ACCORDANCE WITH SCHEDULE. LOCATE HANGERS WITHIN 3" OF JOIST PANEL POINTS U.N.O. NOTE: DO NOT SUPPORT SPRINKLER PIPING FROM BOTTOM CHORD OF BAR JOISTS PIPE SUPPORT, 4 NTS 10.30.07 F02 -1 SPRINKLER SYMBOL LEGEND YMBOL SIZE MFR MAKE S.I.N. FINISH STYLE TEMP FACTOR SYMBOL DESCRIPTION (SYMBOLS USED IF APPUCABLE) 0 1/2" TYCO TY -FRB TY323 WHITE RECESSED STYLE 20 155 5.6 m SPRINKLER MAIN RISER CONTRACTOR MAY SUBSTITUTE SPRINKLERS OF SAME SIZE, RESPONSE TIME, K- FACTOR AND TEMPERATURE CLASSIFICATION UNLESS ® DRY PIPE VALVE PROHIBITED BY THE SPECIFICATIONS. OO C RISE /DROP NIPPLE PROVIDE SPARE SPRINKLERS AND WRENCHES FOR ALL TYPES OF DESIGN ON THE FIRE PROTECTION DRAWINGS AND LACK OF SUCH DETERMINATION, FAMILIARIZATION, AND /OR OR { CAP OR PLUG SPRINKLERS PRESENT, QUANTITY PER SPECIFICATIONS, TO BE LOCATED IN SPRINKLER CABINETS IN SPRINKLER ROOM. w —N AUXILIARY DRAIN Wo 4_0 INSPECTOR'S TEST /AUXILIARY DRAIN 0 MATERIAL DATA, AND ANY OTHER INFORMATION REQUIRED SMALL HOSE VALVE 00 o DESCRIBING THE INTENT OF THE INSTALLATION. CONTRACTOR FIRE DEPARTMENT CONNECTION (FDC) -O- HYDRANT Q FIRE ALARM BELL d SPRINKLER PIPE SIZE REDUCER / OR /� PIPE HANGER OR TRAPEZE HANGER WORK PRIOR TO PROJECT COMPLETION. REQUEST FOR INFORMATION PROCESS BY THE FIRE SEISMIC BRACE o� HYDRAULIC REFERENCE NODE POINT FABRICATION, OR INSTALLATION. NEW SPRINKLER /CONNECTION m 0 0 OR EXISTING SPRINKLER TO REMAIN OR DEMO AND PLUG /REUSE OUTLET or EXISTING PIPE TO REMAIN OR DEMO OTHERWISE, AND USE WHATEVER MEANS NECESSARY, TO ® EXISTING SPRINKLER BRANCHLINE AND OUTLET 1" DROP 1" ARMOVER RECESSED / SPRINKLER CEILING ARMOVER ARMOVER MECHANICAL /MECHANICALTEE NTS 01.07.13 HFA01 EXISTING SPRINKLER BRANCHLINE NEW MECHANICAL TEE OUTLET 1" DROP 1" ARMOVER RECESSED SPRINKLER CEILING GENERAL EDY DRAWN BY: .PIPING 00 GENERAL NOTES AND DEMOLITION NOTES U a. C C) 1. CONTRACTOR MUST VISIT THE BUILDING TO DETERMINE THE 1. THE DESIGN SHOWN ON THESE CONTRACT DOCUMENTS HAVE FULL EXTENT OF THE EXISTING FIRE PROTECTION WORK AND BEEN PREPARED TO PROVIDE GUIDANCE FOR BIDDING ONLY. EXISTING CONDITIONS, BECOME TOTALLY FAMILIAR WITH THE THE CONTRACTOR SHALL SUBMIT FIRE SPRINKLER SHOP DISCONNECTIONS, REMOVALS, RELOCATIONS AND /OR DRAWINGS FOR APPROVAL BY THE AUTHORITY HAVING RECONNECTIONS OF EXISTING FIRE PROTECTION EQUIPMENT O JURISDICTION (AHJ) AND AS REQUIRED BY SPECIFICATION REQUIRED, AND CONDITIONS IN THE PROPOSAL FOR THIS w SECTION 01330. CONTRACTOR SHALL BASE SHOP DRAWING PROJECT. NO EXTRA COMPENSATION WILL BE PAID FOR DESIGN ON THE FIRE PROTECTION DRAWINGS AND LACK OF SUCH DETERMINATION, FAMILIARIZATION, AND /OR SPECIFICATIONS. SPRINKLER SYSTEM SHOP DRAWINGS SHALL ALLOWANCE. w INCLUDE ALL NECESSARY ELEVATIONS, HANGER LOCATIONS, Wo PIPE LENGTHS, DIMENSIONS, FABRICATION METHODS, NOTES, 2. UNLESS NOTED OTHERWISE, DISCONNECT AND REMOVE ALL 0 MATERIAL DATA, AND ANY OTHER INFORMATION REQUIRED EXISTING FIRE PROTECTION COMPONENTS NOT INTENDED TO 00 o DESCRIBING THE INTENT OF THE INSTALLATION. CONTRACTOR BE REUSED. SHALL PROVIDE PIPE SIZES, SPRINKLER SPACING, AND ALL ID Gig SYSTEM CONFIGURATIONS. AS SHOWN. ANY ALTERNATES TO 3. REMOVE ALL DEMOLITION MATERIALS AND DEBRIS TO AN THE DESIGN OF THE SYSTEM OR IN MATERIALS AND APPROVED DUMPING SITE AND CLEAN ALL FIRE PROTECTION r- N N EQUIPMENT USED MUST BE APPROVED IN WRITING VIA THE WORK PRIOR TO PROJECT COMPLETION. REQUEST FOR INFORMATION PROCESS BY THE FIRE PROTECTION ENGINEER OF RECORD PRIOR TO ANY BIDDING, 4. PERFORM ALL WORK ACCORDING TO THE PROJECT PHASING FABRICATION, OR INSTALLATION. SCHEDULE INFORMATION FOR THIS PROJECT. PROVIDE ALL m 0 NECESSARY FIRE PROTECTION WORK, TEMPORARY AND /OR 2• CONTRACTOR SHALL COORDINATE LOCATIONS OF FIRE OTHERWISE, AND USE WHATEVER MEANS NECESSARY, TO PROTECTION COMPONENTS INCLUDING PIPING, ALARMS, CONFORM TO THE REQUIRED _CONSTRUCTION PHASING OF DRAINS, TEST POINTS, ETC. WITH ALL ARCHITECTURAL, THE PROJECT. STRUCTURAL, MECHANICAL AND ELECTRICAL COMPONENTS. OBSTRUCTIONS TO SPRINKLERS DISCHARGE MUST BE 5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR CONSIDERED DURING SHOP DRAWING PRODUCTION AND REPLACING ITEMS DAMAGED DURING DEMOLITION AND INSTALLATION. EXTRA SPRINKLERS MAY BE REQUIRED AT NO CONSTRUCTION. ADDITIONAL COST TO THE OWNER. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 6. CONTRACTOR SHALL PATCH ALL HOLES TO MATCH ADJACENT SURFACES LEFT UNUSED AFTER EXISTING 3. SUBMIT A REQUEST FOR INFORMATION (RFI) FOR ALL SPRINKLER PIPING OR EQUIPMENT IS REMOVED AND QUESTIONS RELATED TO THE FIRE PROTECTION DOCUMENTS. VACATED FROM THESE HOLES. 4. ROUTE ALL SPRINKLER MAINS ABOVE THE BOTTOM CHORD 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND OF THE BAR JOISTS. MAINTAINING FIRE DEPARTMENT ACCESS ROADS THROUGHOUT THE PROJECT. 5. NEUTRALIZATION /DEMISING WALLS, IF APPLICABLE, ARE SHOWN ON ARCHITECTURAL DRAWINGS. REFER TO 8. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE DEMOLITION MECHANICAL DRAWINGS FOR NEUTRALIZATION WALL SHALL BE LEFT IN SERVICE. PENETRATIONS. 9. ALL WORK SHALL BE PERFORMED SO AS TO NOT INTERRUPT 6. SPRINKLER SYSTEMS WILL BE MONITORED BY AN OFF -SITE SERVICE. THE CONTRACTOR SHALL PROPERLY NOTIFY THE CENTRAL STATION, INCLUDING TAMPER SWITCHES ON ALL LANDLORD, THE LESSOR AND THE ADJACENT TENANTS A CONTROL VALVES AND FLOW SWITCHES. MINIMUM OF 48 HOURS IN ADVANCE BEFORE PROCEEDING WITH THIS WORK. ALL WORK SHALL BE SCHEDULED IN 7. IF APPLICABLE, THE CONTRACTOR SHALL ASSUME THAT ANY ADVANCE. CURTAIN BOARDS OR DRAFT CURTAINS WILL BE INSTALLED PRIOR TO THE SPRINKLER PIPING, CONTRACTOR SHALL BE 10. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE END RESPONSIBLE FOR PROPER PENETRATIONS OF THE CURTAIN OF EACH WORKDAY. BOARDS OR DRAFT CURTAINS AND SEALING WITH APPROVED 8. FIRE CAULKING. PENETRATIONS OF RATED WALLS OR ASSEMBLIES SHALL BE FIRE PROTECTION FIRE CAULKED WITH APPROVED CAULKING PER METHODS KEY NOTES REQUIRED BY THE AHJ AND PROJECT SPECIFICATIONS. 9. THE FIRE PROTECTION ENGINEER OF RECORD WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE 13.901. PICKUP STORAGE AND PICKUP CHECK -IN - DEMO CONTRACT DOCUMENTS, NOR SHALL THEY BE REQUIRED TO EXISTING SPRINKLERS AND PIPING. PROVIDE NEW SUPERVISE THE CONDUCT OF THE WORK. THE SPRINKLERS AS SHOWN. COORDINATE WITH ALL CONSTRUCTION PROCEDURES AS SET FORTH BY THE TRADES AND RELOCATE AS REQUIRED, MAINTAIN GENERAL CONTRACTOR, SUBCONTRACTORS, THEIR ORDINARY HAZARD GROUP 2 SPACING. PLUG RESPECTIVE EMPLOYEES OR ANY OTHER PERSON AT THE OUTLETS NOT INTENDED FOR REUSE. REFERENCE JOBSITE OTHER THAN THE ENGINEERING FIRMS OWN DETAILS 3 -FP1 AND 4 -FP1. EMPLOYEES. 10. SPRINKLER PROTECTION IS REQUIRED ABOVE THE ELECTRICAL ROOMS. NO MAIN PIPING SHALL PENETRATE THE ELECTRICAL ROOMS. 11. THE CONTRACTOR MUST REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO BID. SHOULD MODIFICATION TO THESE PLANS BECOME NECESSARY TO PROPERLY COORDINATE THE SYSTEM WITH OTHER TRADES, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL OF THESE CHANGES BY THE AHJ AND THE FIRE PROTECTION ENGINEER OF RECORD. IN ADDITION TO OBTAINING THE NECESSARY APPROVALS THE CONTRACTOR MUST MAKE NOTE OF ALL FIELD OR COORDINATION CHANGES ON THE INSTALLATION DRAWINGS. ONCE COMPLETE, THE CONTRACTOR SHALL SUPPLY ONE COPY OF THE AS -BUILT DRAWINGS TO THE FIRE PROTECTION ENGINEER OF RECORD FOR THEIR USE. 12. THE CONTRACTOR SHALL DIVERT ALL DRAIN AND INSPECTOR TEST CONNECTION DISCHARGE AWAY FROM FINISHED SURFACES AND PIPE TO APPROVED DRAIN LOCATIONS. THE CONTRACTOR WILL BE BACK CHARGED FOR ANY REPAIR, REPLACEMENT, OR CLEANING OF RUST STAINS ON PAVEMENT, CONCRETE DUE TO WATER DISCHARGE FOR SPRINKLER SYSTEM DRAIN DOWNS. 13. WHEN SYSTEM PRESSURES EXCEED 100 PSI, REFER TO NFPA FOR MAXIMUM ARM OVER LENGTHS AND HANGING INSTRUCTIONS. 14. PROVIDE A MINIMUM OF 5 PSI SAFETY FACTOR FOR HYDRAULIC CALCULATIONS OF SPRINKLER SYSTEMS. USE HIGHER SAFETY FACTOR WHEN REQUIRED BY THE AUTHORITY HAVING JURISDICTION. APPLICABLE CODES L i 1.1 r NFPA STANDARDS EDITION e r -r - - -- `L L T -7 A 13 2010 l NFP L T_1 , T- 1 s OTHER STANDARDS (IF APPLICABLE) ✓ \ ''1 I I f i (REFER TO SHEET C1 FOR APPLICABLE BUILDING CODE I I, T E`_a'_s!,vt L. •�� -__ _ r `, �.... _ _ _. x 1. -�, ��u. �� _` ty� ti;�x �- —, L✓� I CONTACT INFORMATION u s- Ir DOCUMENTS INCLUDE JURISDICTIONAL REQUIREMENTS AS PROVIDED BY THE FOLLOWING CONTACT: FIRE SPRINKLER REVIEWING AUTHORITY Tr = S.E. THURSTON FIRE AUTHORITY 360- 458 -2799 i r z OVERALL FIRE SPRINKLER PLAN -e n , I w W U) w�� w 0 ��wO Nw OZ $ w Z z cn ~o'o��V �r-z aFOt=O- z(A n�ti.tO�`pW{wytwapJcwOi.W �p �O w O a �Z5sa= � u Z w ZaLLwwwnwwWm cpp r 0 I— ZLL =� awO�LLrnOZO < 0-z`` og��wv�zN ,U�m ) ZpW W.ow o3 Zrw- D¢Qa�U d �HW F- O>- oo°000uw<wai <� ISSUE BLOCK CHECKED BY: EDY DRAWN BY: } Q_ 0 00 03/13/17 PROTO : LOW CAP CANOPY U a. C C) U 0 O M O 04 L0 O O w M O Z w Wo 0 (n 00 o 0 ID Gig , r- N N w m z m 0 ISSUE BLOCK CHECKED BY: EDY DRAWN BY: BLB DOCUMENT DATE: 03/13/17 PROTO : LOW CAP CANOPY PROTO CYCLE: N/A FIRE SPRINKLER PLANS AND GENERAL NOTES SHEET: FP1 / PIPING BRACKET INSULATION PIPING INSULATION PIPING SHIELD 31- BRACKET MA TYP 3/8" ALL THREAD ROD -� 2.5 "x2.5 "x.25" ANGLE OR 1 5/8 "x1 5/8" UNISTRUT - SQUARE WASHER THRU BOLT TYP & HEX NUT -' ALL THREAD ROD TYP FENDER WASHER & HEX NUT JMAX 6 INCH PIPE AND 1 ER, USE THRU BOLT NECTION, WHERE \ IBLE. USE TRAPEZE GER WHERE JOIST WEB FLICTS WITH THRU BOLT SECTION AA BEAM AMP TYP 24" 6„ MIN MAXI I A DECK TYP r( J1 INSULATION ® PIPING INSULATION SHIELD - CLEVIS HANGER JOIST PANEL P OINTS TYP TOP CHORD OF JOIST MAINTAIN VISIBLE CLEARANCE BETWEEN PIPE AND JOIST NOTES: 1. UTILIZE FOR ALL PIPING EXCEPT SPRINKLER, ROOF DRAIN, AND REFRIGERATION PIPING. 2. SPACE HANGERS AND SUPPORTS IN ACCORDANCE WITH SPECIFICATIONS. 3. LOCATE HANGERS WITHIN 3 INCHES OF JOIST PANEL POINTS U.N.O. 4. DO NOT SUPPORT PIPING FROM BOTTOM CHORD OF BAR JOISTS. 5. INDIVIDUAL PIPES 3 INCH AND SMALLER NOT REQUIRED TO BE WITHIN 3 INCHES OF PANEL POINT. 6. FOR PIPE RUNNING PARALLEL TO JOISTS, ATTACH TRAPEZE BEAM CLAMPS TO JOISTS ON EACH SIDE OF PIPE TYP. 7. TRAPEZE HANGERS AND ALL THREAD RODS ARE SIZED TO CARRY (MAX) 6 - 3 INCH DIAMETER COPPER PIPES FULL OF WATER (37.62 LBS /FT) OR EQUIVALENT. IF LOAD EXCEEDS MAXIMUM, CONTACT THE FOR FOR PROPER SIZING PIPE SUPPORTS NTS LOADS MUST BE - HUNG WITHIN 3" OF PANEL POINTS OF EXISTING STRUCTURAL JOISTS BOTTOM OF STRUCTURE TWIST STRAP 16 GAUGE GALV STEEL BAND (2" WIDE) ROUND SUPPLY AIR DUCT F TOP BEAM CLAMP TYP TOP CHORD OF JOIST ROOF I ROOF BOTTOM OF STRUCTURE THREADED al ROD TYP RECTANGULAR DUCT 2 "x2 "x1/4" ANGLE OR 1 5/8 "x1 5/8" UNISTRUT RECTANGULAR DUCT PERPENDICULAR TO STRUCTURE LOADS MUST BE HUNG WITHIN 3" OF PANEL POINTS OF EXISTING STRUCTURAL JOISTS 6" ��1 so �\ __x "� LOAD RATED FASTENERS ZSUPPLY REGISTER, REF FLOOR PLAN FOR SIZE AND LOCATION, MOUNT REGISTERS @ 30 DEGREE ANGLE DOWN FROM HORIZONTAL IN STOCKROOM AREA AND @ 15 DEGREE ANGLE DOWN FROM HORIZONTAL IN ROUND SUPPLY SALES AREA, OF DUCT ON THE PLAN AIR DUCT PERPENDICULAR TO JOIST PARALLEL TO JOIST DUCT SUPPORT AND GRILLE 2 "x2 "x1/4" ANGLE OR 6" 1 5/8 "x1 5/8" UNISTRUT HANGER STRAP - JL 1" MIN. A SHEET METAL SCREWS TYP 60" MAX. RECTANGULAR DUCT PARALLEL TO STRUCTURE OPTIONAL ROUTING IN CONCEALED AREAS ROOF 9 2 "x2 "x1/4" ANGLE OR 1 5/8 "x1 5/8" UNISTRUT DUCT SUPPORT BAND SAME SIZE AS STRAP NTS _.._ AIR DEVICE SCHEDULE MARK SERVICE W MANUFACTURER STYLE FRAME TYPE FACE SIZE NOTES SHUT -OFF VALVE IN NEW PIPE AT POINT OF CONNECTION. C:.: O MODEL 5' 15.401 CFM REQUIREMENTS. FIELD VERIFY LOCATION OF EXISTING v=iKa'o�3z =�� O LL ¢ ° N RAG RETURN AIR TITUS E.H. PRICE CARNES 1/2" EGGCRATE LAY -IN 24 "X24" A, B, C INSTALLATION IN ALL RESPECTS AND READY FOR MATCH NEW CFM REQUIREMENTS. FIELD VERIFY LOCATION OF 50F 80 RAPAH CEILING GRILLE 1/2" CW EQUIVALENT NOMINAL PIPE SIZES NOTES: A. ALL ALUMINUM CONSTRUCTION. 3. B. STANDARD WHITE FINISH. PLAN SIZE AQUATHERM AQUATHERM PEX C. PROVIDE NECK FOR DUCT CONNECTION. WORK TO KEEP DISRUPTIONS TO STORE / PIPING BRACKET INSULATION PIPING INSULATION PIPING SHIELD 31- BRACKET MA TYP 3/8" ALL THREAD ROD -� 2.5 "x2.5 "x.25" ANGLE OR 1 5/8 "x1 5/8" UNISTRUT - SQUARE WASHER THRU BOLT TYP & HEX NUT -' ALL THREAD ROD TYP FENDER WASHER & HEX NUT JMAX 6 INCH PIPE AND 1 ER, USE THRU BOLT NECTION, WHERE \ IBLE. USE TRAPEZE GER WHERE JOIST WEB FLICTS WITH THRU BOLT SECTION AA BEAM AMP TYP 24" 6„ MIN MAXI I A DECK TYP r( J1 INSULATION ® PIPING INSULATION SHIELD - CLEVIS HANGER JOIST PANEL P OINTS TYP TOP CHORD OF JOIST MAINTAIN VISIBLE CLEARANCE BETWEEN PIPE AND JOIST NOTES: 1. UTILIZE FOR ALL PIPING EXCEPT SPRINKLER, ROOF DRAIN, AND REFRIGERATION PIPING. 2. SPACE HANGERS AND SUPPORTS IN ACCORDANCE WITH SPECIFICATIONS. 3. LOCATE HANGERS WITHIN 3 INCHES OF JOIST PANEL POINTS U.N.O. 4. DO NOT SUPPORT PIPING FROM BOTTOM CHORD OF BAR JOISTS. 5. INDIVIDUAL PIPES 3 INCH AND SMALLER NOT REQUIRED TO BE WITHIN 3 INCHES OF PANEL POINT. 6. FOR PIPE RUNNING PARALLEL TO JOISTS, ATTACH TRAPEZE BEAM CLAMPS TO JOISTS ON EACH SIDE OF PIPE TYP. 7. TRAPEZE HANGERS AND ALL THREAD RODS ARE SIZED TO CARRY (MAX) 6 - 3 INCH DIAMETER COPPER PIPES FULL OF WATER (37.62 LBS /FT) OR EQUIVALENT. IF LOAD EXCEEDS MAXIMUM, CONTACT THE FOR FOR PROPER SIZING PIPE SUPPORTS NTS LOADS MUST BE - HUNG WITHIN 3" OF PANEL POINTS OF EXISTING STRUCTURAL JOISTS BOTTOM OF STRUCTURE TWIST STRAP 16 GAUGE GALV STEEL BAND (2" WIDE) ROUND SUPPLY AIR DUCT F TOP BEAM CLAMP TYP TOP CHORD OF JOIST ROOF I ROOF BOTTOM OF STRUCTURE THREADED al ROD TYP RECTANGULAR DUCT 2 "x2 "x1/4" ANGLE OR 1 5/8 "x1 5/8" UNISTRUT RECTANGULAR DUCT PERPENDICULAR TO STRUCTURE LOADS MUST BE HUNG WITHIN 3" OF PANEL POINTS OF EXISTING STRUCTURAL JOISTS 6" ��1 so �\ __x "� LOAD RATED FASTENERS ZSUPPLY REGISTER, REF FLOOR PLAN FOR SIZE AND LOCATION, MOUNT REGISTERS @ 30 DEGREE ANGLE DOWN FROM HORIZONTAL IN STOCKROOM AREA AND @ 15 DEGREE ANGLE DOWN FROM HORIZONTAL IN ROUND SUPPLY SALES AREA, OF DUCT ON THE PLAN AIR DUCT PERPENDICULAR TO JOIST PARALLEL TO JOIST DUCT SUPPORT AND GRILLE 2 "x2 "x1/4" ANGLE OR 6" 1 5/8 "x1 5/8" UNISTRUT HANGER STRAP - JL 1" MIN. A SHEET METAL SCREWS TYP 60" MAX. RECTANGULAR DUCT PARALLEL TO STRUCTURE OPTIONAL ROUTING IN CONCEALED AREAS ROOF 9 2 "x2 "x1/4" ANGLE OR 1 5/8 "x1 5/8" UNISTRUT DUCT SUPPORT BAND SAME SIZE AS STRAP NTS _.._ > > no K w O H} ___ a?OZK W GENERAL NOTES 15.401 CONNECT TO NEAREST DOMESTIC COLD WATER PIPE OF EQUAL OR LARGER SIZE. VERIFY SIZE AND LOCATION AT SITE. PROVIDE U- N/A SHUT -OFF VALVE IN NEW PIPE AT POINT OF CONNECTION. C:.: O 15.713 REDISTRIBUTE AIR FROM EXISTING DUCTWORK TO MATCH NEW 5' 15.401 CFM REQUIREMENTS. FIELD VERIFY LOCATION OF EXISTING v=iKa'o�3z =�� O LL ¢ ° N MECHANICAL/PLUMBING DRAWINGS. DUCTWORK. d p'LNwaw=m5wowog 15.715 CONNECT NEW DUCTWORK TO EXISTING SUPPLY /RETURN 2. PROVIDE ALL MATERIALS FOR A COMPLETE DUCTWORK. REDISTRIBUTE AIR FROM EXISTING DUCTWORK TO O Z W INSTALLATION IN ALL RESPECTS AND READY FOR MATCH NEW CFM REQUIREMENTS. FIELD VERIFY LOCATION OF J INTENDED USE AND IN STRICT ACCORDANCE WITH EXISTING DUCTWORK. ! 1/2" CW EQUIVALENT NOMINAL PIPE SIZES 3. STORE MUST BE KEPT IN OPERATION. ARRANGE ALL PLAN SIZE AQUATHERM AQUATHERM PEX WORK TO KEEP DISRUPTIONS TO STORE (COPPER) HOT WATER COLD WATER OPERATIONS TO A MINIMUM. COORDINATE WITH 1/2" 1/2" 1/2" 1/2" ROUTE 1/2" CW LINE DOWN IN WALL TO EXISTING AND NEW CONSTRUCTION. PAY ALL w m NECESSARY FEES AND PERMITS. COFFEE VENDING MACHINE. PROVIDE D z m O 1" 1" T. 1 1/4" SHUT OFF VALVE AND BACKFLOW IF NEW CONSTRUCTION DISRUPTS EXISTING 1 1/4" 1 1/2" 11/4.. 1 1/2" PREVENTION PER MANUFACTURER'S 1 1/2" 2" 1 1/2" 2" WATER, FIRE SPRINKLER, ETC.), PROVIDE ALL RECOMMENDATIONS. PLUMBING PLAN 1/8" = 1' -0" RELOCATE EXISTING DIFFUSERS AND GRILLES TO SUIT MODIFIED GRID AND LIGHTING. EXTEND DUCTWORK IF NEEDED ETR RTU - 1 3 ` (3 TON) (OA =120) � f NEW RAG 7-7 15.715 I ,/ I i ETR NEW I- t_ __J ;` 8 0 ! REBALANCE N/I RAG REBALANCE fil ai 880CFM C D -- 15.713 15.713 F71 =- REBALANCE CD 500CFM TYP OF 2 j Pi 0• - - - 15.713 MECHANICAL PLAN 1/8" = 1'4" KEYNOTES > > no K w O H} DRAWN BY: a?OZK W GENERAL NOTES 15.401 CONNECT TO NEAREST DOMESTIC COLD WATER PIPE OF EQUAL OR LARGER SIZE. VERIFY SIZE AND LOCATION AT SITE. PROVIDE U- N/A SHUT -OFF VALVE IN NEW PIPE AT POINT OF CONNECTION. C:.: O 15.713 REDISTRIBUTE AIR FROM EXISTING DUCTWORK TO MATCH NEW 1. GENERAL NOTES ARE APPLICABLE TO ALL CFM REQUIREMENTS. FIELD VERIFY LOCATION OF EXISTING v=iKa'o�3z =�� O LL ¢ ° N MECHANICAL/PLUMBING DRAWINGS. DUCTWORK. d p'LNwaw=m5wowog 15.715 CONNECT NEW DUCTWORK TO EXISTING SUPPLY /RETURN 2. PROVIDE ALL MATERIALS FOR A COMPLETE DUCTWORK. REDISTRIBUTE AIR FROM EXISTING DUCTWORK TO O Z W INSTALLATION IN ALL RESPECTS AND READY FOR MATCH NEW CFM REQUIREMENTS. FIELD VERIFY LOCATION OF J INTENDED USE AND IN STRICT ACCORDANCE WITH EXISTING DUCTWORK. 0 STATE AND LOCAL CODES AND MANUFACTURERS RECOMMENDATIONS. EQUIVALENT NOMINAL PIPE SIZES 3. STORE MUST BE KEPT IN OPERATION. ARRANGE ALL PLAN SIZE AQUATHERM AQUATHERM PEX WORK TO KEEP DISRUPTIONS TO STORE (COPPER) HOT WATER COLD WATER OPERATIONS TO A MINIMUM. COORDINATE WITH 1/2" 1/2" 1/2" 1/2" EXISTING AND NEW CONSTRUCTION. PAY ALL w m NECESSARY FEES AND PERMITS. 3/4" 3/4" 3/4" T. D z m O 1" 1" T. 1 1/4" 4. IF NEW CONSTRUCTION DISRUPTS EXISTING 1 1/4" 1 1/2" 11/4.. 1 1/2" UNDERGROUND SERVICES (GAS, SEWER, DOMESTIC 1 1/2" 2" 1 1/2" 2" WATER, FIRE SPRINKLER, ETC.), PROVIDE ALL 2" 2 1/2" 2" NA MATERIALS AND LABOR AS REQUIRED TO MAINTAIN THEIR PROPER OPERATION. 2 1/2" 3" 2 1/2" NA 3" 1 3 1/2" 3" 1 NA 5. COORDINATE DUCTWORK ROUTING TO MINIMIZE 4" 1 6" 1 4" NA CONFLICTS AND OBSTRUCTIONS. COORDINATE LOCATION OF NEW AIR DEVICES WITH OTHER NOTE: REFER TO SPECIFICATIONS FOR APPROVED DISCIPLINES(NEW AND EXISTING) TO AVOID MANUFACTURERS. CONFLICTS. 12.12.13 6. COORDINATE LOCATION OF DUCTWORK AND C �+ T 'ES SEISMIC NOTES DIFFUSERS WITH LIGHT FIXTURES TO PREVENT I EXCESSIVE SHADOWING OF THE SALES OR STOCK FLOORS. LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE. FIELD VERIFY STRUCTURAL 1. CONTRACTOR SHALL COMPLY WITH THE APPLICABLE CONDITIONS BEFORE FABRICATION OF DUCTWORK. EDITION OF NFPA 13 SECTION REGARDING PROTECTION OF PIPING AGAINST DAMAGE WHERE SUBJECT TO 7. FLEXIBLE DUCT CONNECTIONS TO NEW OR EARTHQUAKES. RELOCATED DIFFUSERS AND GRILLES ARE 2. WHERE BUILDING STRUCTURE WILL ALLOW, ALL SWAY PROHIBITED. INSPECT CONDITION OF EXISTING DUCT BRACING MAY BE SPACED PER NFPA 13 MAXIMUM AND REPLACE DAMAGED DUCT WITH EQUIVALENT REQUIREMENTS. TYPE OF DUCT AS REQUIRED. 3. TO AVOID INSTALLING LATERAL SWAY BRACING ON 2 -1/2 8. DUCT SIZES SHOWN ON DRAWINGS ARE NET FREE IN BRANCH LINES, CONTRACTOR MUST HANG BRANCH LINE ACCORDING TO NFPA 13 AT AN ELEVATION AREA. CONTRACTOR'S OPTION, ROUND DUCTWORK ALLOWING THE USE OF HANGER RODS LESS THAN 6 OF EQUIVALENT FREE AREA MAY BE USED IN LIEU OF INCHES IN LENGTH MEASURED FROM THE TOP OF THE RECTANGULAR. INCREASE RECTANGULAR SHEET PIPE AND THE POINT OF ATTACHMENT TO THE BUILDING METAL SIZE AS REQUIRED FOR LINER. REFER TO STRUCTURE. SPECIFICATIONS FOR THE INSULATION THICKNESS. 4. TO AVOID ADDITIONAL SWAY BRACING, CONTRACTOR 9. DUCT SUPPORT AND GRILLE DETAIL IS APPLICABLE SHALL USE RIGID (ZERO -FLEX) GROOVED COUPLINGS THROUGHOUT THE STORE. DO NOT USE FASTENERS THROUGHOUT SYSTEM EXCEPT WHERE FLEXIBLE THAT PENETRATE ROOF DECK. COUPLINGS ARE REQUIRED PER NFPA 13. 10. TYPICAL BRANCH DUCT FITTING DETAIL IS APPLICABLE THROUGHOUT THE STORE. 11. TYPICAL PIPE SUPPORT DETAIL IS APPLICABLE THROUGHOUT THE STORE. 12• EXISTING PIPE SIZES AND LOCATIONS HAVE NOT BEEN FIELD VERIFIED. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY LOCATION AND SIZES OF ALL EXISTING PIPING THAT IS BEING CONNECTED TO OR MODIFIED, AND TO VERIFY THAT PROPER SLOPES AND ELEVATIONS ARE AVAILABLE. MAINTAIN MINIMUM SLOPE OF 1/8" PER FOOT FOR SAN SEWER PIPING 3" OR LARGER. MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT FOR SAN SEWER PIPING SMALLER THAN 3 ". REF ARCH. FOR TRENCHING REQUIREMENTS. 13. PROVIDE ACCESS DOORS TO NEW WATER VALVES AND CLEAN -OUTS AS NECESSARY WHEN INSTALLED IN INACCESSIBLE AREAS. 14. WATER PIPING ABOVE GRADE SHALL BE TYPE "L" HARD DRAWN COPPER JOINED WITH WROUGHT COPPER FITTINGS. MAKE JOINTS USING LEAD -FREE SOLDER AND A NON - CORROSIVE, PASTE -TYPE FLUX. MAKE PIPING CONNECTIONS TO A FIXTURE WITH CHROME- PLATED SEAMLESS BRASS TUBE. INSULATE. HOT & COLD WATER PIPING WITH RIGID GLASS FIBER A MINIMUM OF 1/2" THICK WITH WHITE ALL - SERVICE JACKET (VAPOR RETARDER). 15. DO NOT INSTALL PIPING WITHIN COOLER PANELS. INSTALL EXPOSED PIPING IN PREP AREAS A MINIMUM OF 1" FROM PANEL WALL AND 6" ABOVE FINISHED FLOOR TO ALLOW FOR CLEANING. USE ONLY NOW CORROSIVE MATERIALS FOR SPACERS AND ANCHORS. 16. PLUMBING CONTRACTOR TO MAKE ALL NECESSARY L L = W/4,4" MIN DISCONNECTS AND RECONNECTS OF PLUMBING I FIXTURES BEING REPLACED. O� 17. AT CONTRACTORS OPTION, IN LIEU OF COPPER P� -- WATER PIPING, PEX OR AQUATHERM PIPING MAY BE USED. 18. PROVIDE SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE REQUIREMENTS PER SMACNA PUBLISHED SEISMIC DETAILS, LOCAL AND NATIONAL CODES. CONTRACTOR'S RESPONSIBILITY INCLUDES STRUCTURAL ENGINEER'S CERTIFICATION ON DETAILS SUBMITTED FOR PERMITTING. 19. BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SHALL BE SECURED TO PREVENT FALLING, 1. SPIN -IN FITTINGS W/ SCOOPS ARE NOT ACCEPTABLE. LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. 2. REF PLANS FOR RUNOUT SIZES. 3.45* LEAD IN. BRANCH DUCT FITTING NTS KEY PLAN T. = 80' -0" EXISTING CONDITIONS SHOWN ON ALL DRAWINGS 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 THEMSELVES 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. w > > no K w O H} DRAWN BY: a?OZK W O 10_- OKF= WU�ZZt� w LL_' PROTO TYPE: =z 12 �UO toLL�� - ° °p WU U- N/A C:.: O a5 �W oz 3mZZQ'�_dz�xzozd M 10 U O v=iKa'o�3z =�� O LL ¢ ° N D y Z �a32ZM.ow WwwooR d p'LNwaw=m5wowog ti Iz.�zr�o�QQOwao�w = Z .0 Q n w w n U w w p= r0 Uov)mowc��G�G�¢F- % O JPJ DRAWN BY: p © Cp 03 -13 -17 PROTO TYPE: U O O N/A a Q M 10 U O LO O ti .. 75 O Z W J o 0 W~ w 0 0 , Gig N N w m D z m O ISSUE BLOCK CHECKED BY: JPJ DRAWN BY: ZBM DOCUMENT DATE: 03 -13 -17 PROTO TYPE: LOW CAP GANGPY PROTO CYCLE: N/A F %WA S� 'I t N o V) z p P 43129 O cy o FS�0 1 S T S f ONA L MECHANICAL AND PLUMBING PLANS SHEET: mpi / E D C4 118" = 1' -0" LIGHT FIXTURE SCHEDULE FURNISHED LAMP TYPE MANUFACTURER BY CATALOG NUMBER VOLTS VA LAMP TYPE QTY MOUNTING DESCRIPTION 9B COLUMBIA CONTRACTOR P422 -217G- LDP- S -EU -LP 277 V 59 W F17T8/TL850/6 /ALTO 2 RECESSED 2'x 2' TROFFER 17 DUAL -LITE CONTRACTOR LZW2DI 277 V 15 W 6V, 5W SEALED HALOGEN 2 WALL EMERGENCY LIGHT . , ; �: .=_== CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE INSTALLATION OF THE LIGHTING SYSTEM AS INDICATED ON PLANS AND /OR AS MODIFIED TO ACCOMMODATE EXISTING OBSTRUCTIONS. 1/8„ = 1,-0 I __�_, . i .. .1.1.1........1 ................ _. . I w.. , I ,, 1 : .................. ..... :.., HORIZONTALLY .... ....... , , I i 1 ? ;x°14 L4.. , i _ .................. ELECTRICAL SYMBOLS LEGEND l 16.470 0 :. MGR STATION IPICKUP .. , ... L4D1 „ +54 AFF ;: r 16.470 .... OMS STATION .�_ „ 16.131 L2D3 -14 L2D3 -12 ....., L4D1 , . , _ .. �: 16.475 .... _ ... 16.470 0 PRINTER : 11 1, 1. 1. _ .....:. __ : . _ -_.... ..... .. . f; - STOCKROOM ; ; i � _..._.. °.. .......... 16.125 EXISTING . -_.... I ...__ +102 "`AFF `,�, \;.: L4D1 ; PANEL :, _ . HALLWAY' 16.477 r© . L2D3 20A/1 P \ \ '11-�. . 16.232 ,. ........ I.......... ....._..... :' EQUIPMENT CONDUIT, AND CONDUCTORS AS INDICATED ON THE CODES, AND MANUFACTURER'S RECOMMENDATIONS. PAY ALL r: . ,, ,""; Im" ;_... F ......,. . REFERENCE ARCHITECTURAL , 0 DRAWINGS OR ONLY AS REQUIRED BY DEMOLITION REMOVE A L DETAILS FOR EXACT MOUNTING ° NECESSARY HEIGHTS AND LOCATIONS OF OMS i. CAPACITY TO ACCOMMODATE ADDITIONAL LOAD. PANELBOARDS, DISCONNECT SWITCHES, BOXES, RELAYS, LAYS, TIME ORB AND KIOSK DATA AND POWER i g. . FEES AND PERMITS. ! ! A. FLUORESCENT FIXTURE 16.133 RELOCATE EXISTING LIGHT FIXTURES TO NEW i. - I t (:LIGHTING PLAN 7 1/ 8" = 1' -0" _.m__ ::1111: PROVIDE WP JUNCTION BOX WITH . COVERPLATE AT 12' -0" AFF FOR l MOUNTING OF EXTERIOR CAMERA IF I _, .: 1. = ` ' NO CAMERA IS EXISTING. PROVIDE 3/4" gt CONDUIT THROUGH EXTERIOR WALL 1 m. I Z, TO ABOVE BAR JOIST AND TERMINATE ''� .1 ..' ' ` WITH BUSHING STOCK ROOM POWER PLAN 1/8" = 1' -0" LIGHTING DEMO PLAN 1/8" = 1' -0" i KIOSK MOUNT DEVICES .. ; i il ii .................. ..... :.., HORIZONTALLY r, ! i _ .................. ELECTRICAL SYMBOLS LEGEND ..... i.11 : IPICKUP '• _ ....... _1111_ ... ._ ORB CHECK -IN il PICKUP 16.131 STORAGE: : ' 16.131 L2D3 -14 1 • L2D3 -12 (_ ` L2D3 HEIGHTS AND LOCATIONS OF OMS, �: 16.475 .... _ ... . ... ...... .. ......... -. 1.1..11.... a , 11 1, 1. COMPLETE INSTALLATION IN ALL RESPECTS, READY FOR INTENDED USE _ -_.... ..... .. . �4 11.11 3 e: -..s EDC2 p P. r 1. GENERAL LIGHTING NOTES .. ? t #w 7'ra.N . ; .1111.. .. .. EXISTING COFFEE ; PANEL :, " . ; VENDING __. :. L2D3 16.131 CONNECT TO EXISTING CIRCUIT. EC SHALL VERIFY 1 EXISTING ; _ ..,, . 1/2" THREADED STEEL ROD FROM JUNCTION BOX TO PANEL L2P DISPOSE OF ALL REMOVED MATERIALS, UNLESS OTHERWISE NOTED. ELECTRICAL SYMBOLS LEGEND -' W� U O �- u- 0Z�OU , i.11 : �C w �. }oag��wv�- .; REFERENCE ARCHITECTURAL nWo��WQ °-mw�W§ (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) ;EXISTING 1. DETAILS FOR EXACT MOUNTING 1 • FURNISH AND INSTALL ALL MATERIALS, EQUIPMENT, AND LABOR, FOR A PANEL H2P oU wOmw_a -UOwOg U) < -iz F-�QMQ0wwmx SZ WOQ HEIGHTS AND LOCATIONS OF OMS, OTHERWISE. . ... ...... .. ......... -. 1.1..11.... ": ORB AND KIOSK DATA AND POWER COMPLETE INSTALLATION IN ALL RESPECTS, READY FOR INTENDED USE .. .1.111. . 1111: 11..11....... -.... .. ... 1 KEYNOTES z) wwo~O} GENERAL POWER NOTES 1/2" THREADED STEEL ROD FROM JUNCTION BOX TO GENERAL NOTES DISPOSE OF ALL REMOVED MATERIALS, UNLESS OTHERWISE NOTED. ELECTRICAL SYMBOLS LEGEND -' W� U O �- u- 0Z�OU , O �C w �. }oag��wv�- ILL nWo��WQ °-mw�W§ (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) 16.125 EXISTING LIGHT FIXTURES TO REMAIN UNLESS NOTED 1. TELEPOWER POLE(S): MOUNT JUNCTION BOX(ES) TO TOP SIDE OF 1 • FURNISH AND INSTALL ALL MATERIALS, EQUIPMENT, AND LABOR, FOR A SYMBOL oU wOmw_a -UOwOg U) < -iz F-�QMQ0wwmx SZ WOQ DESCRIPTION OTHERWISE. , 1111.. ,, - ` ,� ., ; BOTTOM CHORD OF BAR JOIST. INSTALL FURNISHED PRE -WIRED ID 6� COMPLETE INSTALLATION IN ALL RESPECTS, READY FOR INTENDED USE 1 5. EXISTING ELECTRICAL DEMOLITION: INCANDESCENT OR HID FIXTURE 16.126 EXISTING LIGHT FIXTURE TO BE DEMOLISHED. GENERAL LIGHTING NOTES POWER POLE AND TERMINATE PROVIDED FLEXIBLE CONDUIT AND VOICE/DATA, A , AND IN STRICT ACCORDANCE WITH NEC, NESC, STATE, AND LOCAL �..0 / O % . 1 ,;.....,. ; �.. 16.131 CONNECT TO EXISTING CIRCUIT. EC SHALL VERIFY WIRING TO JUNCTION BOX. PROVIDE UNISTRUT SUPPORTS AND EQUIPMENT CONDUIT, AND CONDUCTORS AS INDICATED ON THE CODES, AND MANUFACTURER'S RECOMMENDATIONS. PAY ALL d =DATA ONLY, v =VOICE ONLY . ,, ,""; Im" ALL MOUNTED /CEILING MOUNTED PRIOR TO ROUGH -IN THAT EXISTING CIRCUIT HAS SPARE DRAWINGS OR ONLY AS REQUIRED BY DEMOLITION REMOVE A L HARDWARE TO SECURE TELEPOWER POLE PLUMB TO BUILDING 9 NECESSARY ! 1. EXIT SIGN MOUNTING CAPACITY TO ACCOMMODATE ADDITIONAL LOAD. PANELBOARDS, DISCONNECT SWITCHES, BOXES, RELAYS, LAYS, TIME STRUCTURE. LOW VOLTAGE CABLE BOX FOR OTHER FEES AND PERMITS. ! ! A. FLUORESCENT FIXTURE 16.133 RELOCATE EXISTING LIGHT FIXTURES TO NEW 2. PROVIDE LIQUID -TIGHT FLEXIBLE METAL CONDUIT AND WIRING A. NO CIRCUITRY SHALL BE ALLOWED TO BE ROUTED ACROSS THE FLUORESCENT FIXTURE, LOCATION AS SHOWN. I B. CEILING FIXTURE: ON CEILING OR AT HEIGHT SPECIFIED ON DRAWINGS.' FROM DISCONNECT SWITCH OR JUNCTION BOX TO EQUIPMENT ^; ROOF OR THE EXTERIOR SIDE OF THE EXTERIOR WALLS. EMERGENCY LIGHT 16.232 AUTOMATIC DOOR OPERATOR: VERIFY LOCATION WITH KNOCKOUT OR ELECTRICAL CONNECTION POINT. FLUSH FLOOR - ;- w - -- `. 11. _. ........... __ 1111 /; C MANUFACTURER'S RECOMMENDATIONS PRIOR TO 3. WHERE EQUIPMENT NAMEPLATE PROTECTIVE DEVICE RATING B. ALL EQUIPMENT SHALL BE UL LISTED WHERE APPLICABLE. FLUORESCENT FIXTURE, INSTALLATION. ALL CONDUIT AND WIRING SHALL BE -"'" .." DIFFERS FROM SIZE PROVIDED, CHANGE OUT BRANCH CIRCUIT �„ rwuNTED EXIT T SIGNS. IF STORE DOES iv0 T HAVE PENDANT T nn m„n•r� ,n r, rn nr� r r , r r vuivvv., vRS AIVv Rcu4Tcv -DEVICES SERVING SALES AREA NIGHT LIGHT CONCEALED AT MAIN ENTRANCE DOORS. 1111 ' "" WIRING AND OVERCURRENT DEVICE TO APPROPRIATE RATING C. ARRANGE ALL WORK TO MINIMIZE DISRUPTIONS TO STORE El - GONDOLAS BEING RELOCATED OR REMOVED. EXISTING CONDUIT ENCLOSED FREEZER LIGHT 16.470 FURNISH AND INSTALL NEW 20 AMP, 120 VOLT J ` PER NEC. OPERATIONS. COORDINATE ALL DISRUPTIONS WITH WALMART AND CONDUCTORS MAY BE REUSED FOR NEW POWER DROPS CIRCUIT(S). FEED FROM PANELBOARD AS INDICATED, 4. ELECTRONIC FIRE PROTECTION /SECURITY ALARM BOXES AND D. CONSTRUCTION MANAGER AND STORE MANAGER. E WHERE SIZE RATING AND CONDITION MEET REQUIREMENTS SIZE, QU S p ❑ TELEPOWER POLE , ................................................ 16.131 - __._____ ._.___._ _ .. , ' O J E. PROVIDE 2OA -1 P CIRCUIT BREAKER IF NEEDED. EC SHALL MATCH TYPE AND AIC RATINGS OF EXISTING TI CONDUITS SHOWN ON POWER PLANS SHALL BE PROVIDED UNDER D. CONTRACTOR SHALL VERIFY ALL WALL FINISH THICKNESSES TRACK LIGHTING CIRCUIT BREAKERS: EC SHALL VERIFY PRIOR ALL VERIFY P THIS CONTRACT. IN ADDITION, UNLESS NOTED OTHERWISE, THE BEFORE INSTALLING BOXES. FURNISH AND INSTALL EXTENDED El PUSH BUTTON EXIT FIXTURE ROUGH -IN THAT EXISTING HAS SPARE FOLLOWING GENERAL NOTES APPLY: BOXES OR BOX EXTENDERS WHERE REQUIRED. / ii CAPACITY TO ACCOMMODATE ADDITIONAL LOAD. F. A. ALL ALARM JUNCTION BOXES SHALL BE 4 "X4 "X2 -1/8" MINIMUM. PROVIDE HANDLE DEVICE TO LOCK "SPARE" CIRCUIT BREAKER IN ALL MOUNTED /CEILING MOUNTED 16.902 E. CONTRACTOR SHALL VERIFY THAT ALL AFFECTED PANELBOARDS THE "OFF" POSITION. � 16.475 FURNISH AND INSTALL NEW 20 AMP, 120 VOLT NEW PICKUP SIGN TO CONNECT TO CONTROLLED 120V CIRCUIT B. ALARM RACEWAYS SHALL BE 3/4" MINIMUM WITH PULL WIRE 2. EMERGENCY HAVE CIRCUIT BREAKER KNOCKOUTS PROPERLY COVERED AND 4=p CONDUIT AND WIRING TO BE ABANDONED IN CEILING SPACES AND EMERGENCY FIXTURE CIRCUIT(S). FEED FROM PANELBOARD AS INDICATED. AND INSULATING BUSHINGS AT END OF VERTICAL RACEWAY SERVING THE EXISTING STORE FRONT SIGNAGE. FEED NEW SIGN THAT ALL TRIM IS IN GOOD CONDITION, ALLOWING NO ACCESS TO FIXTURE MOUNTING PROVIDE 2OA -1 P GFCI CIRCUIT BREAKER. EC SHALL S O RUN. WITH (2) #12 AND (1} #12 GND, CONTRACTOR TO VERIFY CIRCUIT LIVE PARTS. A. WALL FIXTURE: 12" BELOW FINISHED CEILING OR +10' -0" IN WIRING. LOOSE AND REMOVE FROM RACEWAY(S), LEAVING MATCH MANUFACTURER TYPE AND AIC RATINGS ENERGY MANAGEMENT HAS SUFFICIENT CAPACITY TO ACCOMMODATE ADDITIONAL LOAD. LOCATION WITH SIGN INSTALLER AREAS OF EXPOSED STRUCTURE, UNLESS NOTED OTHERWISE. RACEWAY(S) IN PLACE. CONDUIT TO BE ABANDONED IN WALLS OR SWITCH, SINGLE POLE EXISTING CIRCUIT BREAKERS. EC SHALL VERIFY PRIOR B. C. VERTICAL RACEWAYS FROM ALARM BOXES SHALL BE EITHER 2. PROVIDE SEALS AT RACEWAY PENETRATIONS AS FOLLOWS: O TEMPERATURE SENSOR INSTALLATION REQUIREMENTS. HEIGHT SPECIFIED ON DRAWINGS. TO ROUGH -IN THAT EXISTING PANELBOARD HAS SPACE CAPPED INSIDE. REPAIR SURFACE(S) TO MATCH ADJACENT. CONCEALED INSIDE WALL OR SURFACE MOUNTED (TO MATCH JUNCTION BOX MOUNTING). ALL VERTICAL RUNS SHALL BE A. FIRE RATED WALLS: SEAL PER SPECIFICATIONS FOR FIRE STOPPING. $3 SWITCH, 3 -WAY CAPACITY TO ACCOMMODATE ADDITIONAL LOAD. D. ALL CIRCUIT BREAKERS SERVING BRANCH CIRCUITS TO BE 0 THERMOSTAT POWER PLAN 16.477 FURNISH AND INSTALL NEW CIRCUIT BREAKER (##A -#P) TURNED 90- DEGREES AT TOP SIDE OF BOTTOM CHORD OF BAR B. NEUTRALIZATION AREA: SEAL PER MECHANICAL DETAIL. 3 JOIST AND EXTENDED HORIZONTALLY TO A LOCATION PANELBOARD FOR FUTURE USE, UNLESS NOTED OTHERWISE ON 1. 4 TIME CLOCK SWITCH, 4 -WAY IN EXISTING PANELBOARD INDICATED. PROVIDE CIRCUIT ACCESSIBLE BY VERTICAL FLOOR TYPE LIFT. C. FREEZER /COOLER BOXES: SEAL WITH EXPANDING FOAM SEALANT. BREAKER LOCKING DEVICE (LOCK -OFF FOR MAINTENANCE). EC SHALL MATCH MANUFACTURER, 5• UPON COMPLETION OF ELECTRICAL INSTALLATION AND PRIOR TO D. EXTERIOR: REFER TO ARCHITECTURAL DOCUMENTS FOR SEALING $K SWITCH, KEYED TYPE AND AIC RATINGS OF EXISTING CIRCUIT ENERGIZING CIRCUIT: REQUIREMENTS AT ALL EXTERIOR MOUNTED DEVICES, FIXTURES, BREAKERS. EC SHALL VERIFY PRIOR TO ROUGH -IN THAT A. INSPECT WIRE AND CABLE FOR PHYSICAL DAMAGE. ENCLOSURES, AND RACEWAY PENETRATIONS. $ D SWITCH, DIMMER EXISTING PANELBOARD HAS SPARE CAPACITY TO ACCOMMODATE ADDITIONAL LOAD. B. PERFORM CONTINUITY TEST. 3. PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR (SIZE 16.492 EC SHALL COORDINATE WITH GENERAL CONTRACTOR C. VERIFY PROPER PHASING CONNECTION TO ALL THREE PHASE PER NEC) IN PVC TYPE CONDUIT, POWER CIRCUITS, ISOLATED $VS SWITCH, VARIBLE SPEED AND ARCHITECTURAL DEMOLITION PLANS THE EXTENT MOTOR LOADS. GROUND CIRCUITS, OR AS SHOWN ON PLANS. CONDUIT SHALL BE OF ELECTRICAL DEMOLITION. REMOVE CONDUITS AND SIZED PER NEC BASED ON THWN 600 VOLT COPPER SINGLE WIRES ALL THE WAY BACK TO ORIGINATING JUNCTION CONDUCTORS, PLUS THE EQUIPMENT GROUNDING CONDUCTOR. $M SWITCH, MANUAL MOTOR BOXES OR PANELBOARDS. DEMOLITION SHALL NOT POWER DROP NOTES 4. AFFECT ACTIVE CIRCUITS. LABEL DEMOLISHED WIRING DEVICES: DEVICE MOUNTING HEIGHTS ARE FROM $ OS SWITCH, OCCUPANCY SENSOR CIRCUIT(S) IN PANELBOARDS AS "SPARE ". COORDINATE FINISHED FLOOR TO CENTER OF OUTLET BOX UNLESS NOTED EXACT REQUIREMENTS WITH EXISTING CONDITIONS 1. POWER DROPS WILL BE IDENTIFIED BY AN IPTV TAG OR POWER OTHERWISE ON PLANS. COORDINATE THE STANDARD MOUNTING PRIOR TO BID. TAG, I.E. 44A, 46E, ETC. ALL CHECKOUT POWER SHALL BE HEIGHTS WITH MASONRY: $$ OS SWITCH, BI -LEVEL OCCUPANCY SENSOR CONSIDERED POWER DROPS. A. SWITCHES +44" 16.902 EXTERIOR SIGN POWER: WHERE ELECTRICAL B. RECEPTACLES +20" CONNECTIONS FOR SIGNAGE OCCUR BELOW ROOF LINE, 2• A REVISION OF THIS PLAN BASED ON THE FINAL MERCHANDISE C. VOICE/DATA +20" OS / R CEILING OCCUPANCY SENSOR AND ASSOCIATED RELAY MOUNT JUNCTION BOX(ES) TO WALL AT SIGN LAYOUT MAY BE ISSUED TO SHOW FINAL LOCATIONS FOR THE CONNECTION POINT AND PROVIDE 3/4" CONDUIT TO POWER DROPS. IF THE MERCHANDISE PLAN DOES NOT CHANGE, 5• WIRING SHALL INCLUDE FINAL CONNECTION TO ALL EQUIPMENT IN RECEPTACLE, DUPLEX CONTROL BOX FOR LOW VOLTAGE WIRING (INSTALLED THIS PLAN WILL NOT BE REISSUED. PROVIDE CIRCUITRY TO CONFORMANCE WITH EQUIPMENT SUPPLIER WIRING DIAGRAMS. BY OTHERS). REFER TO ARCHITECTURAL DRAWINGS DISPLAY RACKS AS THE RACKS ARE SET IN ADDITION, THE RECEPTACLE, DUPLEX, FOR EXACT SIGN LOCATION(S) PRIOR TO INSTALLATION. FOLLOWING POWER DROP NOTES APPLY: 6• CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE � MOUNTED HORIZONTALLY WHERE ELECTRICAL CONNECTIONS FOR SIGNAGE PANELBOARD IDENTIFICATION SCHEDULES FOR PANELBOARDS OCCUR ABOVE ROOF LINE, PROVIDE UNISTRUT TO A. THERE WILL BE NO ADDITIONAL CHARGE FOR DROP AFFECTED BY REMODEL. RECEPTACLE, DOUBLE DUPLEX MOUNT JUNCTION BOXES TO BACK SIDE OF PARAPET RELOCATION WITHIN ENLARGEDPOWER PLANS DEFINED ON AND PROVIDE 3/4" CONDUIT FOR LOW VOLTAGE WIRING THE DRAWINGS. 7. NEW OVERCURRENT PROTECTIVE DEVICES INSTALLED IN EXISTING (INSTALLED BY OTHERS). PROVIDE ONLY ONE OR DISTRIBUTION BOARDS SHALL MATCH THE TYPE RECEPTACLE, DUPLEX ISOLATED GROUND PENETRATION THROUGH ROOF. REF ARCHITECTURAL B. AT THE CLOSE OF PROJECT THE GENERAL CONTRACTOR AND AND AIC RATING OF EXISTING OVERCURRENT PROTECTIVE DEVICES. AND AI TIN EXTERIOR WALL SECTIONS AND SIGN ATTACHMENT FOR CONSTRUCTION MANAGER SHALL REVIEW ADDITIONAL OR RECEPTACLE, DOUBLE DUPLEX, ROOF AND PARAPET PENETRATION REQUIREMENTS. DELETED POWER DROPS WITHIN EACH AREA TO VERIFY ANY 4 ISOLATED GROUND ADDITIONAL CHARGES OR CREDITS THAT APPLY DUE TO 8• BRANCH CIRCUIT CONDUCTORS SHALL BE MINIMUM #12 AWG UNLESS CHANGES. NOTED OTHERWISE IN SCHEDULES. WHERE 20A BRANCH CIRCUITS RECEPTACLE, SIMPLEX TWIST LOCK, VOICE /DATA ROUGH -IN SCHEDULE HAVE #8 AND LARGER WIRE SPECIFIED, #10 AWG WIRE SHALL BE USED (p L5 -15R, LINO C. ADDING OR SUBTRACTING A POWER DROP TO ANY AREA WILL FOR THE FINAL CONNECTION (15 -FT MAXIMUM). RESULT IN A CHANGE OR CREDIT ACCORDING TO SPECIAL RECEPTACLE, SIMPLEX TWIST LOCK, DROP ROUGH -IN NOTES: CONDITIONS. 9. WHERE BRANCH CIRCUITS ARE GROUPED, SIZE CONDUIT AND f ISOLATED GROUND, L5 -15R, UNO DERATE CURRENT CARRYING CONDUCTORS PER NEC. RECEPTACLE, DUPLEX TWIST LOCK, 0 , - FLUSH MOUNT JUNCTION BOX AT +20" (UNO) WITH (1) 3/4" CONDUIT STUBBED 12" ABOVE LAY -IN CEILING 3. PROVIDE JUNCTION BOX AND CIRCUITRY TO NEAREST JOIST ABOVE Q L5 -15R, LINO OR NEAREST ACCESSIBLE CEILING SPACE LOCATION SHOWN ON DRAWINGS. EXTEND CONDUIT AND 10. SUPPORTS FROM STRUCTURE: NO ATTACHMENT OF ANY TYPE RECEPTACLE, DUPLEX TWIST LOCK, CIRCUITRY FROM JUNCTION BOX TO ENDCAP OF DISPLAY RACK SHALL BE MADE TO BRIDGING OR JOIST WEB MEMBERS. UTILIZE ISOLATED GROUND, L5 -15R, UNO SCHEDULE GENERAL NOTES: (AWAY FROM ACTION ALLEY). ONLY THE TOP AND BOTTOM CHORDS FOR SUPPORTING THE ELECTRICAL SYSTEM INSTALLATIONS. -® RECEPTACLE, SPECIAL (1) ALL JUNCTION BOXES SHALL BE DOUBLE GANG WITH SINGLE GANG PLASTER RING UNLESS NOTED OTHERWISE ON SCHEDULE. 4. PROVIDE CONDUIT, RECEPTACLE(S) AND FINAL CONNECTION 11 AT DISPLAY RACK SHELVING PER POWER DROP SCHEDULE . DEVICES SHOWN ON COOLER /FREEZER PANELS SHALL BE SURFACE 1;) RECEPTACLE, SIMPLEX (2) ALL JUNCTION BOXES TO BE ROUGHED IN AT SCHEDULED HEIGHT UNLESS NOTED OTHERWISE ON DRAWING. VERIFY EXACT MOUNTED UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL UNLESS NOTED OTHERWISE ON DRAWINGS. HEIGHT AND LOCATION OF RECEPTACLE(S) WITH STORE DOCUMENTS FOR CONDUIT INSTALLATION AND SEALING (3) ALL CONDUITS SHALL BE TERMINATED WITH BUSHINGS. PLANNING SET -UP SUPERVISOR PRIOR TO INSTALLATION. REQUIREMENTS. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII RECEPTACLE, PLUG -MOLD (4) PROVIDE PULL WIRE WITH EACH EMPTY RACEWAY 12• ONLY FEEDER CIRCUITS NOTED ON THE ONE LINE DIAGRAM AND JUNCTION BOX (JUNCTION JUNCTION BOX /CONDUIT INSTALLED. 5. POWER DROPS FED FROM TRACK BUSWAY: BRANCH CIRCUITS NOTED BY LEGEND SHALL BE INSTALLED O (WALL MOUNTED /CEILING MOUNTED) INSTALL PLUG -IN UNIT IF REQUIRED ON TRACK BUSWAY AT UNDER SLAB. ALL OTHER FEEDER AND BRANCH CIRCUITS SHALL (5) CONDUIT RUNS SHALL HAVE NO MORE THAN 90 DEGREES OF POINT NEAREST TO POWER DROP)(S). BE INSTALLED OVERHEAD. PROVIDE EXTERIOR COATED GRC JUNCTION BOX, ALARM SYSTEM TRANSITION BETWEEN PULL BOXES. BENDS ON ALL CONDUIT RUNS THAT HAVE 45 DEGREE BENDS OR / (WALL MOUNTED /CEILING MOUNTED) GREATER. REF SPECIFICATIONS. ALARM JUNCTION BOX, (6) WHERE CONDUIT(S) TRAVERSE AREAS WITH CEILINGS OPEN TO POWER DROP SCHEDULE FOR REMOTE TEST /RESET STRUCTURE, CONDUIT(S) SHALL BE CONCEALED AS WELL AS 13. SEISMIC ZONE REQUIREMENTS: PROVIDE EXPANSION ® (WALL MOUNTED /CEILING MOUNTED) POSSIBLE FROM VIEW FROM CUSTOMER AREA. COUPLINGS AND BRACING FOR ELECTRICAL EQUIPMENT AS (7) FOR CONDUIT RUNS SCHEDULED WITH 1 -1/2" OR LARGER NO. DESCRIPTION REQUIRED BY LOCAL CODES. 0 EQUIPMENT CONNECTION POINT CONDUIT UTILIZE LARGE RADIUS SWEEPS AT POINTS OF 14. EXISTING ELECTRICAL AND ALARM: (PROVIDED WITH EQUIPMENT) TRANSITION. PD1 MOUNT RECEPTACLE(S) ON TOP OF DISPLAY UNIT(S) A. WHERE DEMOLITION OR NEW CONSTRUCTION INTERRUPTS EXISTING ❑h NON -FUSED DISCONNECT (8) ACCESSIBLE CEILING SPACE SHALL BE CONSIDERED 12 INCHES ELECTRICAL CIRCUITS FEEDING EXISTING EQUIPMENT, DEVICES, OR ABOVE A LAY -IN CEILING OR ABOVE BAR JOIST ACCESSIBLE BY A PD2 MOUNT RECEPTACLE(S) ON BASE OF LIGHTING TO REMAIN, BUT NOT SHOWN ON DRAWINGS, PROVIDE SCISSOR LIFT FOR AREAS OPEN TO STRUCTURE. DISPLAY UNIT(S) LABOR AND MATERIALS TO REWORK CIRCUITRY, AS REQUIRED, TO E FUSED DISCONNECT (9) WHEN CABLE TRAY IS NOT PROVIDED, STUB CONDUIT(S) TO TOP PD3 PROVIDE DIRECT CONNECTION TO MAINTAIN EXISTING OPERATION. CIRCUIT, CONCEALED IN WALLS, CEILINGS, OR SIDE OF BOTTOM CHORD OF JOISTS AND EXTEND TO ACCESSIBLE EQUIPMENT B. IF DEMOLITION OR NEW CONSTRUCTION WILL DISRUPT IN FLOOR SLAB CEILING SPACE ON SALES FLOOR. UNDERGROUND SERVICES (ELECTRICAL, TELEPHONE, PARKING LOT E INDICATES EXISTING WIRING PD4 OPEN STRUCTURE:MOUNT RECEPTACLE AT BAR JOIST LIGHTING CIRCUITRY, ETC.) PROVIDE ALL MATERIALS AND LABOR AS ' I AND INSTALL FURNISHED CORD REEL REQUIRED TO REROUTE, SLEEVE, OR OTHERWISE REWORK THESE (: PICK V P POWER P L /\ (\' SERVICES TO MAINTAIN THEIR EXISTING OPERATION. � - CIRCUIT, CONCEALED IN FLOOR SLAB PICK � i1� V LAY -IN CEILING: PROVIDE RECESSED CEILING 1~ E INDICATES EXISTING WIRING 4 RECEPTACLE AND INSTALL FURNISHED CORD REEL C. EXERCISE CAUTION AROUND ALARM AND SECURITY CABLES DURING CIRCUIT, EXPOSED, 1/8" = 1' -0" BELOW CEILING. CORD REEL SHALL BE MOUNTED TO DEMOLITION AND CONSTRUCTION. PROTECT ALARM AND SECURITY ZM . CEILING FAN RATED JUNCTION BOX SECURED TO CABLES FROM ACCIDENTAL DAMAGE SO THAT SYSTEMS REMAIN I E INDICATES EXISTING WIRING OPERATIONAL AT ALL TIMES LAY -1N CEILING WITH 'T -BAR BOX HANGER. PROVIDE = FLUSH MOUNTED PANELBOARD DRAWINGS. PROVIDE HANDLE DEVICE TO LOCK SPARE CIRCUIT 1/8" = 1' -0" STRUCTURE. BREAKER IN THE "OFF" POSITION. ELECTRICAL CONNECTION E. DEMOLISHED FLUORESCENT LIGHT FIXTURES: REFER TO SELECTIVE ABBREVIATIONS A. REFER TO MANUFACTURER'S WRITTEN INSTRUCTIONS. ALLOW SITE DEMOLITION SPECIFICATION FOR DISPOSAL OF LIGHT FIXTURE. a, b, c LOWER CASE LETTERS INDICATE HD HAND DRYER __ _ BATTERY TO CHARGE CONTINUOUSLY FOR A MINIMUM OF 168 F, BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SWITCHING CONFIGURATION IG ISOLATED GROUND z _.,... � „r HOURS BEFORE INITIAL TESTING. AFC ABOVE FINISH COUNTER IRC INTER - REGISTER s� SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR _ '.. � -1 �' ? - AFF ABOVE FINISH FLOOR COMMUNICATION CREATING DAMAGE OF ANY KIND IN THE FUTURE. ! .x -=-.. i w = =v- B. AFTER EMERGENCY LIGHT HAS BEEN POWERED DO NOT TURN AFG ABOVE FINISH GRADE ISP IN -STORE PROCESSOR .�!, E "`' OFF FOR EXTENDED PERIODS OF TIME. C CONDUIT LCU LIGHTING CONTROL UNIT "L is _ 'wC ^rT- .-.^ -- - ' ,.; K:;: ,':.' � ... , .,, -_- .�._ � � �- ... ' . �:�,- & r .... CCT CIRCUIT K KEY OPERATED x - 2 3. R CY LIGHTS AND NIGHT LIGHTS SHALL NOT . ETHERNET CABLE: CEILING/CIRCULATION FAN ;, ;€ :; BE SWITCHED. r :� xt > .: : ?. E :.1111, ,..... ; 'E'1 . � € I. CF CEILIN N NEUTRAL w..: .Y.. ,, ,.. , ti,,,,n € A. FURNISH AND INSTALL JUNCTION BOXES AS SHOWN ON PLANS. D DATA NTS NOT TO SCALE ., x. �. _ .. -. i ., �.. -: ..;....... ;; � v. - -, - -- - € ; 4. IN AREAS OF OPEN STRUCTURE, MOUNT FLUORESCENT STRIP PROVIDE CONDUIT AS REQUIRED BY L EC ELECTRICAL CONTRACTOR WITHPILOT LIGHT :: _:. , a 1 :;1111:. s, LOCAL CODES AND /OR P s a - __ -1 -,,,,� , : FIXTURE TO BOTTOM CHORD OF BAR JOIST, UNLESS NOTED ORDINANCES. EF EXHAUST FAN RH RADIANT HEATER :.. . H t RC 1. . ;.. . ; ". B. ETHERNET OTHERWISE EP EXPLOSION PROOF REFRIGERATION 4 :,. ; ,. 1: _.. CONTRACTOR _ .:( CABLE IS FURNISHED BY OTHERS - -- - r- = ,_ 5. PROVIDE SEPARATE BOXES FOR GANGED SWITCHES ON ETR EXISTING TO REMAIN C. ELECTRICAL CONTRACTOR SHALL INSTALL CABLE IN POWER POLES. : ;; , 1� K �;, EWC ELECTRIC WATER COOLER SC SECURITY CAMERA i G .. l - :. SEPARATE BRANCH CIRCUITS. 1 FUTURE SF SUPPLY FAN % . ;., .. „ D. ELECTRICAL CONTRACTOR SHALL INSTALL OTHER CABLE AS _ 6. FIXTURES DENOTED WITH "ABS' ARE TO BE FASTENED ON UNISTRUT GR GROUND TYP TYPICAL M_ - Y °f DIRECTED BY WALMART CONSTRUCTION MANAGER. P M: - , ,, „r CHANNELS MOUNTED TO THE BOTTOM SIDE OF THE TOP CHORD OF GFEP GROUND FAULT EQUIPMENT WH WATER HEATER 1 _ ._ .,:. r : . _ : : ;. . � ..- •" - BAR JOISTS. LOCATE THE FIXTURES RUNNING PERPENDICULAR T -1-111 €f BAR JOISTS WITHIN BAR J I T WEBS 1111 , Y „ _ O S S WEBBING SPACES. DO NOT FASTEN PROTECTION WP WEATHERPROOF - -� � r FI CIRCUIT RESISTANT r G WR WEATHER . - r INTERRUPTER 11 i. 6 a ' : t , - 7 - - GF GABE FAN LINO UNLESS ANOTED FIXTURE OR UNISTRUT CHANNELS TO ROOF DECK OTE ' 1111..;:. , .. � OTHERWISE INSTALL PR CT A LAMP COVERS ON FIXTURES LABELED WITH ;� THE LETTER "P" AND ANY FIXTURE WITH EXPOSED FLUORESCENT - - E1 - > TUBES THAT ARE MOUNTED BELOW 10' -0" AFF ANYWHERE INSIDE 1 I , 1. 7. NOTE I :: o f t_..... ..:. .. THE BUILDING. E1 �, .. 8. VERIFY THAT THE OPERATING MECHANISM OF LIGHT SWITCHES IN ., . .. ! -= ...... THE BUILDING ARE MOUNTED AT A HEIGHT THAT IS IN ACCORDANCE . .: 8 x. .' k ,; �` E1 WITH ADA AND LOCAL ACCESSIBILITY REQUIREMENTS. ANY SWITCH ARRANGE ALL WORK THAT REQUIRES POWER INTERRUPTIONS TO THE ..., ..... !_1.1. BUSINESS _ : - f 4- ! NOT IN ACCORDANCE WITH ADA AND LOCAL ACCESSIBILITY STORE TO BE ACCOMPLISHED AFTER NORMAL STORE ._. . REQUIREMENTS IS TO BE LOWERED TO THE APPROPRIATE HEIGHT. HOURS. NOTIFY THE STORE MANAGER AND THE WALMART 1. E1 :I I ' ' ' ' . '' w 3 GENERAL CONTRACTOR SHALL REPAIR WALL AND FINISHES AS CONSTRUCTION MANAGER A MINIMUM OF 48 HOURS IN ADVANCE OF ,.. =.i t `...; . .. ... j` E1 REQUIRED. EXISTING CONTROLS AND LIGHTING PATTERNS ARE TO ALL STORE POWER INTERRUPTIONS. STORE MANAGER MUST ALLOW 41 u _ CIRCUITRY AS ;,. _:.__, r," : EXTEND /REROUTE EXISTING BRANCH AFFECTED 11 �/ I -�, REQUIRED. PRODUOCVT MODI DO ON OF WALMART AFTER-HOURS WORK BR 1 I ��, I i '. , ' ---- " SCHEDULES, COORDINATION WITH OTHER TRADES, AND OTHER E1 L I" r I 1 -I -,- ( . ....�:_ ' _ � � ��' :�� : � , �w�: CRITICAL SCHEDULING CONCERNS. PROVIDE TEMPORARY POWER AS I. _ � _ _ REQUIRED. INSTALLATION OF NEW EQUIPMENT SHALL BE COMPLETED °" Y AND THE POWER SYSTEM TESTED AND RE- ENERGIZED PRIOR TO x.. _,: u. L1 0=7==9 START OF BUSINESS THE FOLLOWING MORNING NO LATER THAN A TIME ESTABLISHED BY THE STORE MANAGER AND THE WALMART CONSTRUCTION MANAGER. EXISTING CONDITIONS WERE TAKEN FROM EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A ORIGINAL DRAWINGS AND MAY NOT REFLECT THOROUGH KNOWLEDGE OF ALL DRAWINGS AND EXACT "AS- BUILT" CONDITIONS. CONTRACTOR SPECIFICATIONS IN THEIR RELATED FIELD. THIS FAILURE TO . SHALL FIELD VERIFY ALL EXISTING CONDITIONS ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT KE�� P RIOR TO SUBMITTING FINAL BIDS. CONTRACTOR RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK SHALL CAREFULLY COORDINATE NEW WORK AND PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED RECEPTACLES, SWITCHES, DATA BOXES DEMOLITION WITH ALL OTHER DISIPLINES AND BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO ( ) 1" AND THEIR CORRESPONDING COVER EXISTING CONDITIONS. THIS NOTE APPLIES TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. THIS NOTE PLATES SHALL BE WHITE NYLON ALL ELECTRICAL SHEETS FOR THIS PROJECT. APPLIES TO ALL ELECTRICAL SHEETS FOR THIS PROJECT. HARRISON FRENCH & ASSOCIATES, LTD 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 f 888.520.9685 www.hfa- ae.com w z) wwo~O} U) M 1/2" THREADED STEEL ROD FROM JUNCTION BOX TO D. DISPOSE OF ALL REMOVED MATERIALS, UNLESS OTHERWISE NOTED. PROTOTYPE: -' W� U O �- u- 0Z�OU , O �C w �. }oag��wv�- ILL nWo��WQ °-mw�W§ BOTTOM OF STRUCTURAL JOIST OR CHANNEL STRUT a �''O�cn�c�ow�oxo 0mzzm -zmszr zZ 0U-Q Q'WQ QwU00¢ . LLN()m0t:K zxwp<U LU E�= BRIDGING ABOVE FOR SUPPORT. 4_ oU wOmw_a -UOwOg U) < -iz F-�QMQ0wwmx SZ WOQ - SURFACE MOUNTED PANELBOARD , 1111.. ,, - ` ,� ., ; I ID 6� .. 2z 1 5. EXISTING ELECTRICAL DEMOLITION: c= _I GENERAL LIGHTING NOTES /vv VOICE/DATA, A , ? K` `R . :: _ ;:1:111.'; ; •. ,. ___...... ............. 1 __....1 ...1..1. is f,,, 1111 : A• GENERAL: REMOVE OR RELOCATE EXISTING ELECTRICAL % . 1 ,;.....,. ; �.. o co EQUIPMENT CONDUIT, AND CONDUCTORS AS INDICATED ON THE d d =DATA ONLY, v =VOICE ONLY . ,, ,""; Im" ` DRAWINGS OR ONLY AS REQUIRED BY DEMOLITION REMOVE A L N N 9 ! 1. EXIT SIGN MOUNTING PANELBOARDS, DISCONNECT SWITCHES, BOXES, RELAYS, LAYS, TIME Q LOW VOLTAGE CABLE BOX FOR OTHER :: ! -- _ - _- - ........- 1: I ! ! A. WALL FIXTURE: CENTER 12 ABOVE DOOR OPENING. SWITCHES, LIGHTS, D SEC. WH ED HE DEVICES, T WHICH WILL NOT BE REUSED. VOICE /DATA, . ! w:. ; ! B. CEILING FIXTURE: ON CEILING OR AT HEIGHT SPECIFIED ON DRAWINGS.' ^; .: FLUSH FLOOR - ;- w - -- `. 11. _. ........... __ 1111 /; C . PENDANT FIXTURE: MATCH HEIGHT OF EXISTING PENDANT B• SALES FLOOR: REMOVE UNUSED POWER DROP CONDUIT, -"'" .." �„ rwuNTED EXIT T SIGNS. IF STORE DOES iv0 T HAVE PENDANT T nn m„n•r� ,n r, rn nr� r r , r r vuivvv., vRS AIVv Rcu4Tcv -DEVICES SERVING SALES AREA �/ MOTOR 1111 ' "" MOUNTED EXIT SIGNS THEN PENDANT MOUNT SIGN 24' - GONDOLAS BEING RELOCATED OR REMOVED. EXISTING CONDUIT /V J ` a-: '- BELOW BOTTOM OF BAR JOIST. AND CONDUCTORS MAY BE REUSED FOR NEW POWER DROPS . ; :....... .. .... .. .. r. .. - -- LL -- ------ -- -- ...... ..... ,... ......_ , .: _. ................ ... ......::............ ....................................:....... ............................... ....... 1. -: - ...., ......._...:.... -— . - 1111.. .............. .. .............................. .....1 1 ..11 . D. VERIFY MOUNTING HEIGHT WITH AHJ. E WHERE SIZE RATING AND CONDITION MEET REQUIREMENTS SIZE, QU S p ❑ TELEPOWER POLE , ................................................ 16.131 - __._____ ._.___._ _ .. , ' O J E. COORDINATE LOCATIONS OF EXIT SIGNS TO ENSURE STORE INDICATED ON PLANS AND ALL U.L. RATINGS. REMOVE ALL UNUSED L2P-4 SIGNAGE DOES NOT OBSTRUCT THEIR VIEW. CONDUIT AND CONDUCTORS BACK TO POINT OF ORIGIN WHENEVER "SPARE". El PUSH BUTTON FEASIBLE AND RELABEL DEMOLISHED CIRCUITS AS ii F. THE USE OF TRITIUM BASED RADIOACTIVE EXIT SIGNAGE IS PROVIDE HANDLE DEVICE TO LOCK "SPARE" CIRCUIT BREAKER IN 16.902 PROHIBITED. THE "OFF" POSITION. � BUZZER NEW PICKUP SIGN TO CONNECT TO CONTROLLED 120V CIRCUIT 2. EMERGENCY LIGHT INSTALLATION C. CONDUIT AND WIRING TO BE ABANDONED IN CEILING SPACES AND SERVING THE EXISTING STORE FRONT SIGNAGE. FEED NEW SIGN CONTROL BOX PROVIDED BY FIXTURE MOUNTING OTHER NON - PUBLIC AREAS I.E., THROUGH STOCKROOM AREA): CUT ( ) S O SMOKE DETECTOR WITH (2) #12 AND (1} #12 GND, CONTRACTOR TO VERIFY CIRCUIT SIGN INSTALLER. VERIFY A. WALL FIXTURE: 12" BELOW FINISHED CEILING OR +10' -0" IN WIRING. LOOSE AND REMOVE FROM RACEWAY(S), LEAVING ENERGY MANAGEMENT HAS SUFFICIENT CAPACITY TO ACCOMMODATE ADDITIONAL LOAD. LOCATION WITH SIGN INSTALLER AREAS OF EXPOSED STRUCTURE, UNLESS NOTED OTHERWISE. RACEWAY(S) IN PLACE. CONDUIT TO BE ABANDONED IN WALLS OR REF ARCHITECTURAL SHEETS FOR SIGN MOUNTING AND PRIOR TO INSTALLATION B. PENDANT FIXTURE: BOTTOM CHORD OF BAR JOIST OR AT FLOORS SHALL BE REMOVED BACK TO FINISHED SURFACE AND O TEMPERATURE SENSOR INSTALLATION REQUIREMENTS. HEIGHT SPECIFIED ON DRAWINGS. CAPPED INSIDE. REPAIR SURFACE(S) TO MATCH ADJACENT. C. REMOTE HEAD FIXTURE: HEADS CENTERED ABOVE DOOR D. ALL CIRCUIT BREAKERS SERVING BRANCH CIRCUITS TO BE 0 THERMOSTAT POWER PLAN OPENING +9' -O ", UNLESS NOTED OTHERWISE AND BATTERY PACK MOUNTED ON INTERIOR SIDE OF WALL 12" BELOW ABANDONED OR REMOVED SHALL REMAIN IN RESPECTIVE 3 FINISHED CEILING OR AT BAR JOIST IN AREAS OF EXPOSED PANELBOARD FOR FUTURE USE, UNLESS NOTED OTHERWISE ON 1. TC TIME CLOCK DRAWINGS. PROVIDE HANDLE DEVICE TO LOCK SPARE CIRCUIT 1/8" = 1' -0" STRUCTURE. BREAKER IN THE "OFF" POSITION. ELECTRICAL CONNECTION E. DEMOLISHED FLUORESCENT LIGHT FIXTURES: REFER TO SELECTIVE ABBREVIATIONS A. REFER TO MANUFACTURER'S WRITTEN INSTRUCTIONS. ALLOW SITE DEMOLITION SPECIFICATION FOR DISPOSAL OF LIGHT FIXTURE. a, b, c LOWER CASE LETTERS INDICATE HD HAND DRYER __ _ BATTERY TO CHARGE CONTINUOUSLY FOR A MINIMUM OF 168 F, BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SWITCHING CONFIGURATION IG ISOLATED GROUND z _.,... � „r HOURS BEFORE INITIAL TESTING. AFC ABOVE FINISH COUNTER IRC INTER - REGISTER s� SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR _ '.. � -1 �' ? - AFF ABOVE FINISH FLOOR COMMUNICATION CREATING DAMAGE OF ANY KIND IN THE FUTURE. ! .x -=-.. i w = =v- B. AFTER EMERGENCY LIGHT HAS BEEN POWERED DO NOT TURN AFG ABOVE FINISH GRADE ISP IN -STORE PROCESSOR .�!, E "`' OFF FOR EXTENDED PERIODS OF TIME. C CONDUIT LCU LIGHTING CONTROL UNIT "L is _ 'wC ^rT- .-.^ -- - ' ,.; K:;: ,':.' � ... , .,, -_- .�._ � � �- ... ' . �:�,- & r .... CCT CIRCUIT K KEY OPERATED x - 2 3. R CY LIGHTS AND NIGHT LIGHTS SHALL NOT . ETHERNET CABLE: CEILING/CIRCULATION FAN ;, ;€ :; BE SWITCHED. r :� xt > .: : ?. E :.1111, ,..... ; 'E'1 . � € I. CF CEILIN N NEUTRAL w..: .Y.. ,, ,.. , ti,,,,n € A. FURNISH AND INSTALL JUNCTION BOXES AS SHOWN ON PLANS. D DATA NTS NOT TO SCALE ., x. �. _ .. -. i ., �.. -: ..;....... ;; � v. - -, - -- - € ; 4. IN AREAS OF OPEN STRUCTURE, MOUNT FLUORESCENT STRIP PROVIDE CONDUIT AS REQUIRED BY L EC ELECTRICAL CONTRACTOR WITHPILOT LIGHT :: _:. , a 1 :;1111:. s, LOCAL CODES AND /OR P s a - __ -1 -,,,,� , : FIXTURE TO BOTTOM CHORD OF BAR JOIST, UNLESS NOTED ORDINANCES. EF EXHAUST FAN RH RADIANT HEATER :.. . H t RC 1. . ;.. . ; ". B. ETHERNET OTHERWISE EP EXPLOSION PROOF REFRIGERATION 4 :,. ; ,. 1: _.. CONTRACTOR _ .:( CABLE IS FURNISHED BY OTHERS - -- - r- = ,_ 5. PROVIDE SEPARATE BOXES FOR GANGED SWITCHES ON ETR EXISTING TO REMAIN C. ELECTRICAL CONTRACTOR SHALL INSTALL CABLE IN POWER POLES. : ;; , 1� K �;, EWC ELECTRIC WATER COOLER SC SECURITY CAMERA i G .. l - :. SEPARATE BRANCH CIRCUITS. 1 FUTURE SF SUPPLY FAN % . ;., .. „ D. ELECTRICAL CONTRACTOR SHALL INSTALL OTHER CABLE AS _ 6. FIXTURES DENOTED WITH "ABS' ARE TO BE FASTENED ON UNISTRUT GR GROUND TYP TYPICAL M_ - Y °f DIRECTED BY WALMART CONSTRUCTION MANAGER. P M: - , ,, „r CHANNELS MOUNTED TO THE BOTTOM SIDE OF THE TOP CHORD OF GFEP GROUND FAULT EQUIPMENT WH WATER HEATER 1 _ ._ .,:. r : . _ : : ;. . � ..- •" - BAR JOISTS. LOCATE THE FIXTURES RUNNING PERPENDICULAR T -1-111 €f BAR JOISTS WITHIN BAR J I T WEBS 1111 , Y „ _ O S S WEBBING SPACES. DO NOT FASTEN PROTECTION WP WEATHERPROOF - -� � r FI CIRCUIT RESISTANT r G WR WEATHER . - r INTERRUPTER 11 i. 6 a ' : t , - 7 - - GF GABE FAN LINO UNLESS ANOTED FIXTURE OR UNISTRUT CHANNELS TO ROOF DECK OTE ' 1111..;:. , .. � OTHERWISE INSTALL PR CT A LAMP COVERS ON FIXTURES LABELED WITH ;� THE LETTER "P" AND ANY FIXTURE WITH EXPOSED FLUORESCENT - - E1 - > TUBES THAT ARE MOUNTED BELOW 10' -0" AFF ANYWHERE INSIDE 1 I , 1. 7. NOTE I :: o f t_..... ..:. .. THE BUILDING. E1 �, .. 8. VERIFY THAT THE OPERATING MECHANISM OF LIGHT SWITCHES IN ., . .. ! -= ...... THE BUILDING ARE MOUNTED AT A HEIGHT THAT IS IN ACCORDANCE . .: 8 x. .' k ,; �` E1 WITH ADA AND LOCAL ACCESSIBILITY REQUIREMENTS. ANY SWITCH ARRANGE ALL WORK THAT REQUIRES POWER INTERRUPTIONS TO THE ..., ..... !_1.1. BUSINESS _ : - f 4- ! NOT IN ACCORDANCE WITH ADA AND LOCAL ACCESSIBILITY STORE TO BE ACCOMPLISHED AFTER NORMAL STORE ._. . REQUIREMENTS IS TO BE LOWERED TO THE APPROPRIATE HEIGHT. HOURS. NOTIFY THE STORE MANAGER AND THE WALMART 1. E1 :I I ' ' ' ' . '' w 3 GENERAL CONTRACTOR SHALL REPAIR WALL AND FINISHES AS CONSTRUCTION MANAGER A MINIMUM OF 48 HOURS IN ADVANCE OF ,.. =.i t `...; . .. ... j` E1 REQUIRED. EXISTING CONTROLS AND LIGHTING PATTERNS ARE TO ALL STORE POWER INTERRUPTIONS. STORE MANAGER MUST ALLOW 41 u _ CIRCUITRY AS ;,. _:.__, r," : EXTEND /REROUTE EXISTING BRANCH AFFECTED 11 �/ I -�, REQUIRED. PRODUOCVT MODI DO ON OF WALMART AFTER-HOURS WORK BR 1 I ��, I i '. , ' ---- " SCHEDULES, COORDINATION WITH OTHER TRADES, AND OTHER E1 L I" r I 1 -I -,- ( . ....�:_ ' _ � � ��' :�� : � , �w�: CRITICAL SCHEDULING CONCERNS. PROVIDE TEMPORARY POWER AS I. _ � _ _ REQUIRED. INSTALLATION OF NEW EQUIPMENT SHALL BE COMPLETED °" Y AND THE POWER SYSTEM TESTED AND RE- ENERGIZED PRIOR TO x.. _,: u. L1 0=7==9 START OF BUSINESS THE FOLLOWING MORNING NO LATER THAN A TIME ESTABLISHED BY THE STORE MANAGER AND THE WALMART CONSTRUCTION MANAGER. EXISTING CONDITIONS WERE TAKEN FROM EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A ORIGINAL DRAWINGS AND MAY NOT REFLECT THOROUGH KNOWLEDGE OF ALL DRAWINGS AND EXACT "AS- BUILT" CONDITIONS. CONTRACTOR SPECIFICATIONS IN THEIR RELATED FIELD. THIS FAILURE TO . SHALL FIELD VERIFY ALL EXISTING CONDITIONS ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT KE�� P RIOR TO SUBMITTING FINAL BIDS. CONTRACTOR RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK SHALL CAREFULLY COORDINATE NEW WORK AND PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED RECEPTACLES, SWITCHES, DATA BOXES DEMOLITION WITH ALL OTHER DISIPLINES AND BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO ( ) 1" AND THEIR CORRESPONDING COVER EXISTING CONDITIONS. THIS NOTE APPLIES TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. THIS NOTE PLATES SHALL BE WHITE NYLON ALL ELECTRICAL SHEETS FOR THIS PROJECT. APPLIES TO ALL ELECTRICAL SHEETS FOR THIS PROJECT. HARRISON FRENCH & ASSOCIATES, LTD 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 f 888.520.9685 www.hfa- ae.com w z) wwo~O} U) M t-�W cof- ,W�zt -�llai w o �O F-WU _p PROTOTYPE: -' W� U O �- u- 0Z�OU , O �C w �. }oag��wv�- ILL nWo��WQ °-mw�W§ O F- a �''O�cn�c�ow�oxo 0mzzm -zmszr zZ 0U-Q Q'WQ QwU00¢ M N N � LLN()m0t:K zxwp<U LU E�= Q K0.3 Z UK4U)wWWaz0RA 4_ oU wOmw_a -UOwOg U) < -iz F-�QMQ0wwmx SZ WOQ nKLLXWUW W7= t- 0>UOmaO W�c0:¢H %O JAC DRAWN BY: p O 0 03 -13 -17 PROTOTYPE: LOW CAP 0% N/A a M N N � U O E�= 3: LO O ti ID 6� .. 2z O LU c= _I O W F- w oo 0 ID o co Gig ti N N 9 6 w m 2 z m O ISSUE BLOCK CHECKED BY: JAC DRAWN BY: DAN DOCUMENT DATE: 03 -13 -17 PROTOTYPE: LOW CAP PROTO CYCLE: N/A E 0' ryj �" � & a; 0 ti e s 0 d - z �> 1p .� 4.5589 w 041 11 4ev 41 I S TV, % SS 10NA L ��G [OAR I 3 2017 ELECTRICAL PLANS AND DETAILS SHEET: E1 Y U) C) � Cl X. x C) t., x C, 0 I 0 s;►st t.fa r�r c c�.,t �1ta � D T013E18.!]ihK,tX7 €'iR3FJt b to PROVIDE GROUND RODS PER SPECIFICATIONS. r GROUND RODS SHALL BE BONDED TO CANOPY STEEL WITH #6 COPPER WIRE WITH EXOTHERMIC x a \ i WELD r c�KS i Src COORDINATE ALL CONDUIT ROUTING (TRENCH 1•a- ROUTING WHEN REQUIRED), EQUIPMENT ENTRIES AND BUILDING ENTRY POINTS WITH WALMART A % CONSTRUCTION MANAGER, GC, AND EQUIPMENT 11 MANUFACTURER RECOMMENDATIONS. REFERENCE ARCHITECTURAL AND CIVIL DRAWINGS FOR x ADDITIONAL INFORMATION. Ft I X. Gt. \ Cy t FUSED - SWITCH AND TRANSFORMER SHALL BE 0I STACKED AND MOUNTED ON NON- CUSTOMER FACING SIDE OF CANOPY COLUMN WITH TOP OF SWITCH NOT EXCEEDING 48" AFG. INTERCEPT UNDERGROUND CONDUITS AT SITE LIGHTING POLE BEING DEMOLISHED AND EXISTING CONDUIT, ROUTE UNDERGROUND TO TO EXISTING LIGHT CANOPY. PROVIDE LABEL POLE t OF LOAD SERVED. (2) #10, (1) #10 GRND, 3/4" CONDUIT x HIPI 16.131 i � _j EXISTING LIGHT POLE O BE REMOVED, INTERCEPT EXISTING SITE LIGHTING CONDUITS AND x ROUTE TO CANOPY COLUMN AS INDICATED. RE PULL I< ITE CAI LIGHTING CIRCUIT TO EXISTING LIGHT POLES AND MA <E SPLICES o,) AT DISCONNECT SWI1,CH. I EXISTING CONDUIT, CONNECT CANOPY LIGHTS TO --- TO EXISTING LIGHT 120V OUTPUT OF TRANSFORMER POLE CONCEAL CONDUIT WITHIN STRUCTURAL MEMBERS ..\ 17 N x ,n MOUNT PENDANT TO CENTER PURLIN, TYP O LIGHT FIXTURES FURNISHED WITH CANOPY, INSTALLED x _ BY G.C.. TYP c, x n Y x cr CANOPY LIGHTING /POWER PLAN L %NTS EXISTING LIGHT POLE NEW FUSED DISCONNEC' SQUARED 1 S1 F TRANSFORMER OR SIMILAR PROVIDE GROUND RODS PER SPECIFICATIONS. GROUND RODS SHALL ALSO BE BONDED TO CANOPY STEEL STRUCTURE WITH #6 COPPER WIRE WITH EXOTHERMIC WELD. NEW CANOPY LIGHT FIXTURES (-�- PARTIAL ONE -LINE NTS OAS AF 80V -2P IEMA 3R TC 1000 VA 480V 120/240V NEMA 3R (NEW) DIAGRAM KEY PLAN 1 = 100' -0" HARRISON FRENCH & ASSOCIATES, LTD 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 f 888.520.9685 www.hfa- ae.com w w w hK Jtry Q (n = rww ww,0} w p L0- wpwU=z-- z 0O w =ZWwMgaw�F wHMU.Ftwi00p §'O O 0 >.E< W wzdwo=w LL am IL: _izz¢wWg,jo. 0) W D < tzf w l z O t~i ¢�- O- WWWOM-0 =0 ,0z2ADOZZww=Z�-z F_ Q aw0 O ZEL'omo!_Q ZFQ�ap LL D D w 1W Qa WF-- c)wWp.�ZN 3 o w LO O p y w m W N m o o g iF- E- wa,xgpza cwm m¢- �zr�0�Hwaorw pna0wX_SCC (0 �0>.0) <F- O 0 JAC DRAWN BY: O C7 03 -13 -17 PROTO TYPE: Q O 0 GANOPY N/A U d M N N a U O LO O Gig .. (5 Z W Of O W U) � o Q o 0 GigC) N N w m z m O CHECKED BY: JAC DRAWN BY: DAN DOCUMENT DATE: 03 -13 -17 PROTO TYPE: LOW CAP PROTO CYCLE: GANOPY N/A p \� 45589 SI0NAL MAR 13 20117 CANOPY ELECTRICAL PLAN SHEET: EC1