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HomeMy WebLinkAbout7631 Gall Blvd (30)O O I LJ w V) ry LLJ O U U I O O O / Ln U) C) D a� n � U v / U N LLJ a I) U :D 0 I / a E Q� � a N / I � W o N U / r` L 0 0 DEFERRED SUBMITTAL THE FOLLOWING SUBMITTALS ARE TO BE SUBMITTED BY THE GENERAL CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION FOR APPROVAL PRIOR TO FABRICATION OR INSTALLATION. SUBMITTALS ARE TO BE SIGNED AND SEALED BY THE ENGINEER LICENSED IN THE STATE OF FLORIDA OR AS REQUIRED BY THE AHJ. REF SPECS COPIES SUBMITTALS 2 FABRIC CANOPY ZEPHYRHILLS, FL STORE NO.: 7060225 2017 PICKUP LOW CAP DRAWING INDEX - ARCHITECTURAL C1 COVER SHEET SP1 SITE PLAN AND DEMOLITION SITE PLAN SP1.1 PICKUP SITE DETAILS Al FLOOR PLANS AND DETAILS A2 BUILDING ELEVATIONS AND SECTIONS A2.1 PICKUP DETAILS A3 CANOPY PLANS, ELEVATIONS AND DETAILS GENERAL ABBREVIATIONS ABBR DEFINITION ABBR AB ANCHOR BELT FV ACI AMERICAN CONCRETE INSTTUTE GA AFF ABOVE FINISHED FLOOR GC A AIR HANDLING UNIT GM AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION GR ARCH ARCHITECTURAL GYP E ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS H AWS AMERICAN WELDING SOCIETY HMR BD BOARD HORIZ BFF BELOW FINISHED FLOOR HSA BL I BLOCK LINTEL HSS BLDG I BUILDING I INFO STRUCTURAL S1 FABRIC CANOPY STRUCTURAL PLAN AND DETAILS MECHANICAL - Pi PARTIAL PLUMBING PLANS ELECTRICAL - El POWER PLAN E1.1 ENLARGED ELECTRICAL PLANS THESE SHEET ARE INCLUDED FOR BIDDING AND WALMART'S INFORMATION ONLY. HARD COPIES ARE SUBMITTED SEPARATELY FOR AHJ PLAN REVIEW CANOPY AO GENERAL NOTES Al PLAN VIEW AND FRONT VIEW ELEVATIONS A1.1 SIDE ELEVATION A2 FOOTING DETAIL A3 ISOMETRIC VIEW A3.1 ISOMETRIC VIEW A4 CONNECTIONS DETAIL BUILDING CODE SUMMARY NAME OF PROJECT STREET ADDRESS: PROPOSED USE: ZEPHYRHILLS, FL 7631 GALL BLVD RETAIL BO BOTTOM OF ISO BOS BOTTOM OF STEEL OR BOTTOM OF STUD JBE BTM BOTTOM JST BRIG BEARING JT CD CASH DRAWER KSI CJ CONTROL JOINT L CL CENTERLINE LB CLR CLEAR LLH CMU CONCRETE MASONRY UNIT LLV COL COLUMN LONG CONC CONCRETE MAX CONST CONSTRUCTION MDF CONT CONTINUOUS MECH DIA DIAMETER MFR IDS DOWNSPOUT MIN EAS EMERGENCY ACCESS SYSTEM MISC EDC ELECTRICAL DISTRIBUTION CENTER MTL EIFS EXTERIOR INSULATION AND FINISH SYSTEM NIC EJ EXPANSION JOINT NRP EL ELEVATION NO FLFC ELECTRICAL NS ES EQUIPMENT SUPPLIER OC EW EACH WAY OCH EXT EXTERIOR OCV FDN FOUNDATION OD FF FINISHED FLOOR OH FS FAR SIDE PAF CODES: BUILDING CODE: 2014 FLORIDA BUILDING CODE 5TH EDITION MECHANICAL CODE: 2014 FLORIDA MECHANICAL CODE 5TH EDITION PLUMBING CODE: 2014 FLORIDA PLUMBING CODE 5TH EDITION ELECTRICAL CODE: 2011 NATIONAL ELECTRICAL CODE FIRE CODE: 2014 FLORIDA FIRE PREVENTION CODE 5TH EDITION ACCESSIBILITY: FLORIDA ACCESSIBILITY CODE OCCUPANCY- M-MERCANTILE; WHOLESALE OR RETAIL STORE (MAIN USE) - SECT. 309.1 S1-STORAGE AREA;MOTOR VEHICLE SERVICE STATION AND RECEIVING AND STOCK ROOMS (MIXED USE) - SECT. 311.2 A2-ASSEMBLY USE; BREAK ROOM - SECT. 303.1 TYPE OF CONSTRUCTION: V-B UNPROTECTED (SPRINKLERED) PER SECTION 602.2 AND TABLES 601 AND 602 FIRE PROTECTION: BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND IS SURROUNDED ON ALL SIDE BY 60 FEET MINIMUM OF PERMANENT OPEN SPACE AND COMPLIES WITH SECTION 507.3 UNLIMITED AREA CRITERIA IS APPLICABLE. WALLACE ENGINEERING, STRUCTURAL CONSULTANTS, INC. CARRIE J. JOHNSON 200 EAST BRADY STREET TULSA, OKLAHOMA 74103 918 584-5858 ARCHITECTURAL: SGA DESIGN GROUP, P.C. CHRISTOPHER MARIMAN YOUNG 1437 SOUTH BOULDER, SUITE 550 TULSA, OKLAHOMA 74119.3609 918 587-8600 PLUMBING HENDERSON ENGINEERS, INC SEAN 0. EISLER 8345 LENEXA DRIVE, SUITE 300 LENEXA, KANSAS 66214 913) 742-5000 ABBREVIATIONS GENERAL ABBREVIATIONS DEFINITION FIELD VERIFY GAUGE GENERAL CONTRACTOR GENERAL MERCHANDISE GROCERY GYPSUM BOARD HEIGHT HOME MEAL REPLACEMENT INFORMATION ISOLATION LENGTH POUNDS LONG LEG HORIZONTAL LONG LEG VERTICAL LONGITUDINAL MAXIMUM MEDIUM DENSITY FIBERBOARD MECHANICAL MANUFACTURER MINIMUM _ MISCELLANEOUS METAL NOT IN CONTRACT NON -FIBERGLASS REINFORCED PLASTIC NUMBER NEAR SIDE NOT TO SCALE ON CENTER ON CENTER HORIZONTALY ON CENTER VERTICALY OUTSIDE DIAMETER OPPOSITE HAND POWDER ACTUATED FASTNER ELECTRICAL HENDERSON ENGINEERS, INC VINCENT G. MASILIONS 8345 LENEXA DRIVE, SUITE 300 LENEXA, KANSAS 66214 1913) 742-5000 GENERAL ABBREVIATIONS ABBR DEFINITION PLAM PLASTIC LAMINATE PL PLATE PLF POUNDS PER LINEAR FOOT PMEJ PREMOLDED EXPANSION JOINT PT PRESSURE TREATED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PS PROTECTIVE SURFACING PVC POLYVINYL CHLORIDE QTY QUANTITY REF REFER TO REINF REINFORCING RO ROUGH OPENING RTU ROOF TOP UNIT SCHED SCHEDULE SDI STEEL DECK INSTITUTE SIM SIMILAR SJI STEEL JOIST INSTITUTE SP SPACES SPECS SPECIFICATIONS SS STAINLESS STEEL STRUC STRUCTURAL T&B TOP AND BOTTOM THK THICKNESS TO TOP OF TOC TC TOP OF CONCRETE TOF TOP OF FOOTING TOGB TOP OF GRADE BEAM TOM TOP OF MASONRY TOP TP TOP OF PAVING TOS TOP OF STEEL OR TOP TRANS TRANSVERSE TYP TYPICAL UNO UNLESS NOTED OTHERV VERT VERTICAL VTR VENT THROUGH ROOF W WIDTH O 0 *** 1 40 swo 1 *4 to EXISTING SQ FT: 2097736 CANOPY DATE: 02/16/17 PROTO: LOW CAP CANOPY GENERAL REQUIREMENTS I SITE VERIFICATION REQUIREMENTS 1. ALL WORK SHALL BE DONE IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL AND/OR STATE (IF 1. THE ARCHITECT HAS MADE THESE DRAWINGS BASED ON THE EXISTING BUILDING AND APPLICABLE) BUILDING CODES, NATIONAL ELECTRIC CODE (NEC), ADA-ADAAGS (ADOPTED HANDICAP ACCESSIBILITY CONDITIONS. THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING REQUIREMENTS), OSHA AND ALL APPLICABLE CODES, REGULATION, ORDINANCES, AND AUTHORITIES HAVING JURISDICTION. CONDITIONS PRIOR TO THE SUBMISSION OF HIS BID AND TO THE COMMENCEMENT OF 2. EACH CONTRACTOR AND THEIR SUB -CONTRACTORS ARE RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE CONTRACTOR'S DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE FAILURE TO ACQUAINT HIMSELF WITH EXISTING SITE CONDITIONS WHICH INCLUDE, BUT DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION ARE NOT LIMITED TO EXISTING WALL, CEILINGS, OR UTILITIES. SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS 2. ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL KNOWLEDGE. BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION AND 3. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN DRAPES AS REQUIRED AND/OR DIRECTED BY THE WALMART CONSTRUCTION MANAGER TO KEEP DUST AND MOISTURE ASSUMING EXISTING BUILDING CONDITIONS MATCH THE ORIGINAL DRAWINGS. THE FROM THE OPERATING AREAS OF THE STORE. GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THIS SITE, SHALL VERIFY ALL 4. ANY DAMAGE TO WALMART PROPERTY, WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION, SHALL BE EXISTING STRUCTURAL COLUMN DIMENSIONS, STRUCTURAL BEARING HEIGHTS, EXISTING REPAIRED/REPLACED AT NO ADDITIONAL COST TO WALMART, THIS INCLUDES ALL MERCHANDISE. THE CONTRACTOR DIMENSION, AND ROOFING CONDITIONS (INCLUDING PARAPETS). IF DISCREPANCIES ARE SHALL PAY WALMART THE RETAIL COST FOR ALL DAMAGED MERCHANDISE. FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, 5. THE CONTRACTOR SHALL KEEP WORK AREA CLEAN AND FREE OF DEBRIS AND SHALL REMOVE ALL TRASH AND DEBRIS CONTACT THE WALMART CONSTRUCTION MANAGER AND THE ARCHITECT IMMEDIATELY TO FROM THE CONSTRUCTION AREA DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE EXISTING DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH EXISTING CONDITIONS. BUILDING OR CONSTRUCTION AREAS. 3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD 6. REMOVE ANY EXISTING ITEMS, SERVICES, FINISHES OR SURFACES AS REQUIRED FOR THE INSTALLATION OF NEW VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) CONSTRUCTION. PROVIDE FURRING FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH PRIOR TO THE SUBMISSION OF HIS BID OR THE COMMENCEMENT OF CONSTRUCTION. ADJACENT FINISHES. THE CONTRACTOR SHALL NOTIFY THE WALMART CONSTRUCTION MANAGER AND THE 7. ALL ADJACENT TENANT SPACES SHALL REMAIN IN SERVICE DURING DEMOLITION AND CONSTRUCTION. ARCHITECT OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON THE 8. SCHEDULE ALL WORK TO KEEP DISRUPTIONS TO THE STORE OPERATIONS AT A MINIMUM. COORDINATE UTILITY DRAWINGS. DISRUPTIONS WITH THE WALMART STORE MANAGER. 4. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND 9. REPAIR, RE-REOUTE, AND EXTEND ALL SERVICES, PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED UTILITY SERVICES PRIOR TO ANY EXCAVATION. DURING THE CONSTRUCTION PROCESS FOR THE COMPLETE INSTALLATION AND OPERATIONS OF NEW EQUIPMENT. THIS 5. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WALMART AND THE INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT OR RELATED ITEMS AS ARCHITECT PRIOR TO MAKING ANY MODIFICATIONS OR ORDERING OF ANY MATERIALS. REQUIRED FOR PROPER OPERATION. OR OR REPAINT AS NECESSARY TO BLEND WITH / WHERE EXISTING FINISHES ARE TO REMAIN CLEAN REPAIR PATCH AND/ ADJACENT SURFACES. COORDINATE WITH WALMART CONSTRUCTION MANAGER. DEMOLITION NOTES 11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF THE CONSTRUCTION SCHEDULE OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER. 1. CONTRACTOR RESPONSIBLE FOR ALL JOBSITE SAFETY AND COMPLIANCE WITH OSHA 12. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE ARCHITECT FOR VERIFICATIONS, RESPONSES AND SUBMISSIONS. REGULATION. CONTRACTOR WILL INSTALL TEMPORARY WALL, DUST BARRICADES AND 13. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE ONE U.L. LISTED 2A-20BC DRY CHEMICAL FIRE EXTINGUISHER, OR ONE CONSTRUCTION BARRIERS AND TAKE ALL PRECAUTIONS TO PROTECT CUSTOMERS AND STANDARD U.L. LISTED 2-1/2 GALLON WATER (E-10) AND ONE U.L. LISTED 1OBC CARBON DIOXIDE FIRE EXTINGUISHER ASSOCIATES FROM CONSTRUCTION OPERATIONS. MOUNTED TOGETHER IN EACH 3000 SQUARE FOOT OF WORK AREA OR FRACTION THEREOF (MINIMUM OF TWO AVAILABLE 2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTEND OF DEMOLITION. IF DISCREPANCIES IN ALL CONSTRUCTION AREAS AT ALL TIMES). ARE FOUND, CONTACT THE ARCHITECT AND WALMART CONSTRUCTION MANAGER. 14. IF MODIFICATION TO SPRINKLER SYSTEM IS REQUIRED, THE GENERAL CONTRACTOR SHALL HIRE A LICENSED SPRINKLER 3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR CONTRACTOR. THE CONTRACTOR IS TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL TO THE AJH OR A MINIMUM OF 6" ABOVE FINISH CEILING. PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. 4. SAW CUTTING OF EXISTING CONCRETE WILL BE COORDINATED WITH STORE MANAGER FOR 15. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS INCLUDES APPROPRIATE HOURS TO MINIMIZE CUSTOMERS DISTURBANCE. NO JACKHAMMERS ARE KEEPING THE BUILDING SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE CONTRACTOR SHALL BE ALLOWED. RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY SYSTEM. THE CONTRACTOR SHALL OBTAIN 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF CONSTRUCTION WASTE AND PERMISSION FROM THE STORE MANAGER PRIOR TO THE MODIFICATION OF ANY EXISTING SECURITY SYSTEM FOR THE DEBRIS. DO NOT USE STORE DUMPSTERS. PREVENT CUSTOMERS AND ASSOCIATES FROM OPENING (DEMOLITION) OF ANY EXTERIOR WALL. CONTACT WITH CONSTRUCTION WASTE. 16. FIRE ALARM DRAWINGS TO BE PROVIDED BY WALMART ALARM SERVICES. 6. COORDINATE LOCATION OF DUMPSTER ON SITE WITH WALMART CM. 17. CONTRACTOR TO MAINTAIN ACCESS TO ALL EMERGENCY EGRESS EXITS DURIGN CONSTRUCTION OPERATIONS. Imllililllltr - 111111111 0 0 0 >0 d 0 z a a a 3 0 J d V d d 0 z a d a 3 0 J Y V d ■■NEM =�, t r►► ri in ►ir itriiririri►.rl► srrr • E%C1,InI : ■ e /iri •■ : .'. 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MEN 0 - -- • i� 1■t I�) I�I �� i#1' I�I I111'. ,I �. { �I ICI lil 11 IIII 111 �� ,, MEN I mom IC MENEM •� � � ��� ICI r �_ i�l I�i Il � � NONNI _ - M■■■■ � KEY PLAN NTS Al v �L0000 ._ M 00 00 � � U i " M t-- ti Q p �■■� ii Q 00 00 LO V 0 O 0 L Pl- co 00 m 0% CD>' o o �� 0 C c m � ca � 0) cm E 0 O y 2i � C cl)L c cn LL r a0 0 cm y � W d H } Ld 63 <C) Lza V7 Z W p � < �< ��pLLJ OQaWUwO < � -W U7��J W F- p7F-SaC,}LL- W �m lY < Z(n O DU O W W O�oLLjZj3nwW O am �UazZ < z (1)Nof < fL L Ww NF<pQ OwO UJ < 0zu)zF7� w�Ld a- o0 C wa U)Wz z��woW�O<�<O pNUppJW<(n<� 00 >_4 O O 0 00 �NL) � C\1 C O U � z o �i LLJ = O c\2 o 0 in o w N w z ISSUE BLOCK Al CCD#1 04/07/17 CHECKED BY: RWO DRAWN BY: LMD/CRE PROTO: LCC PROTO CYCLE: 01131117 DOCUMENT DATE: 02/16/17 RECORD DRAWINGS NOTICE THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF SGA DESIGN GROUP. THIS ELECTRONIC DOCUMENT IS RELEASED FOR THE PURPOSES OF REFERENCE, COORDINATION, AND/OR FACILITY MANAGEMENT. THIS DRAWING SHALL NOT BE CONSIDERED FINAL OR COMPLETE UNLESS IT IS SIGNED AND SEALED BY THE ARCHITECT. COVER SHEET SHEET: c 1 11R. - _ 1 ' _ _�yr� f 7l�Sl�1^ � �A�R�l�!♦I�R*AIR�I.R w1.1 �f � � ll� >fl�: �� ! • .1 ................. . ....... ... ... .. ......... . ... ......... ... .......................... .... ........ ... . .. . ... . .. . ... . . .. . .. .. . . . . . .. .. .. .. ...... ....... ........ .. .. ... ...... . ..... .. ............... ... ........ ...... ... ... .... . .... .... ... .. . ........ . .... .. . ....... . .. .. ... . ........ . ........... ..... .. ....... .... ......... ................... .. . . . .. . . .. . .. .. . . . .. .. .. .. ... .... ... ..... . .. .... . . .. .. .. ......... . .. ..... .... .. ........ ... ...... ...... . .. ............ . .. ... ..... ....... ... .. ... . ...... .. ...... .. .... .. ...... ... ........ . ......... ............ . . .. .... . .. . ........... .. .. ... .. ... .... ................ ... ... .. . .... . . ..... . .. . . . . . .. . .. ... ... . . ............. ..... .... ...... .:.. ... . . _ FINISH LEGEND CANOPY GENERAL NOTES tS o w o T- E ..,.,.,. � A LID co co CID8 . m rn • 3 v - cD O 0 jA 13'-3 3 8" STEEL COLUMN - - IV TO CANOPY PREFINISHED BY VENDOR RECORD DRAWINGS NOTICE Jr6 9'-6" I I I I THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF SGA OUP. THIS ELECTRONIC w BO CANOPY I I I DOCUMENTDESIGN IS RELEASED FOR THE STEEL COLUMN PURPOSES OF REFERENCE, BEGIN NUMBERING AT I I I I PREFINISHED BY VENDOR COORDINATION, AND/OR FACILITY z STALL CLOSEST TO THE MANAGEMENT. THIS DRAWING SHALL NOT BE CONSIDERED FINAL OR PICKUP DOOR I I SIGNAGE, WALMART COMPLETECOMPLETEUNLESS IT IS SIGNED AND ; cl)z I # # I # I # # I PROVIDED, CONTRACTOR SEALED BY THE ARCHITECT. INSTALLED, TYP O 0'-0" FF EL Ld 1 J W vi a CANOPY ELEVATION — HIGH WIND CURVED FABRIC . z . • J 0- 0 74 -0 91 72'-8" CANOPY 8" Q 10'-0" 2'-0" TYP 12'-Opt O o TYP 7 SIGNAGE CONTRACTOROVIDEDINSTALLED O O IN o 0I I CANOPY STEEL I r� r ABOVE COLUMNS PICKUP E STRIPING, PREFINISHED I I I I i i • o c+I BY VENDOR PAINT P126 TYP Q I U I I L , Q ; o o a) � N I I I I LIGHT MOUNTED TO .o I I STRUCTURE. CENTER a� j o00 000 000 oDo 00 COO 0� tI, BETWEEN COLUMNS, TYP CANOPY 00o P�C�u(� 00o pUG�ujo opo pOC;�l�lp opo P06�60� op P�C��3l�1p opo POGIiSup Ld o nnnn nnnnn LA j I LOADING ZONE (IF APPLICABLE) SEE NOTES ON SITE PLAN ELEVATIONS `� u u u u u u u u u u u u u u u u u AND DETAILS 0-0 a STRIPING MATCH P5 PARKING STALL GRAPHIC, N v 2-A3 REF 13-SP1.1, TYP r- cn 1 CANOPY SITE PLAN — HIGH WIND CURVED FABRIC O L 1 /8"=1'-0" SHEET: A3 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 CL OF COLUMN AND FTG CL CANOPY DESIGN LOADS A. BUILDING CODE 1. CANOPY GRAVITY LOADS A. DEAD LOADS B. ROOF LIVE LOADS C. GROUND SNOW LOAD 2. CANOPY LATERAL LOADS A. WIND LOADS 1. ULTIMATE WIND SPEED 2. BASIC WIND SPEED (SERVICE) 3. WIND EXPOSURE CATEGORY 4. RISK CATEGORY 5. INTERNAL PRESSURE COEFFICIENT (GCpi) B. SEISMIC LOADS 1. RISK CATEGORY 2. SEISMIC IMPORTANCE FACTOR (le) 3. SEISMIC COEFFICIENT (SS) 4. SEISMIC COEFFICIENT (S1) 5. SITE CLASS 6. SEISMIC COEFFICIENT (SDS) 7. SEISMIC COEFFICIENT (SD1) 8. SEISMIC DESIGN CATEGORY 9. BASIC SEISMIC FORCE RESISTING SYSTEM 10. DESIGN BASE SHEAR (V) 11. SEISMIC RESPONSE COEFFICIENT (Cs) 12. RESPONSE MODIFICATION COEFFICIENT 13. ANALYSIS PROCEDURE LOAD COMBINATIONS WITH SNOW LOAD SHALL ALSO INCLUDE LOADS FROM HIGH -LOW ROOF DRIFTING FROM MAIN BUILDING ROOF, PER CODE. 24' - 0" 2014 FLORIDA BUI PER CANOPY MANUF PER CANOPY MANUF 0 PSF 140 MPH 110 MPH PER CANOPY MANUF PER CANOPY MANUF PER CANOPY MANUF PER CANOPY MANUFI 1.0 PER CANOPY MANUF PER CANOPY MANUF PER CANOPY MANUF PER CANOPY MANUF PER CANOPY MANUF 24' - 0" GENERAL NOTES 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 12" 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 PRE -MANUFACTURED CANOPY 4.1 CANOPY ERECTOR SHALL PROVIDE TEMPORARY BRACING FOR THE ENTIRE CANOPY STRUCTURE UNTIL ALL STRUCTURE AND CONNECTIONS ARE INSTALLED AND FUNCTIONING AS THE DESIGNED UNIT. 4.2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION SELECTED. 4.3 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. 4.4 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." 4.5 FIELD CONNECTIONS SHALL BE BOLTED EXCEPT WHERE WELDED CONNECTIONS ARE INDICATED ON THE MANUFACTURER'S DRAWINGS. 4.6 ANCHOR BOLTS SHALL BE SET IN STRICT COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 4.7 WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS D1.1 & D1.3), LATEST REVISION. ELECTRODES SHALL BE 70 KSI LOW HYDROGEN. 4.8 BOLTS FOR CANOPY CONNECTIONS SHALL BE ASTM A 325-N HIGH STRENGTH BOLTS INSTALLED PER MANUFACTURERS INSTALLATION REQUIREMENTS. 4.9 MANUFACTURER SHALL DESIGN ALL CANOPY FRAMING, BASE PLATES, ANCHORAGE TO FOUNDATIONS, AND SUBSEQUENT CONNECTIONS TO MEET THE DESIGN LOAD CRITERIA SHOWN. 4.10 STRUCTURAL DESIGN OF THE CANOPY SHALL BE PERFORMED BY AN ENGINEER LICENSED IN THE PROJECT STATE. 4.11 MANUFACTURER IS RESPONSIBLE FOR DESIGNING AND SUPPLYING ALL CONNECTIONS. 4.12 MANUFACTURER SHALL PROVIDE ALL CALCULATIONS AND DRAWINGS TO THE FOUNDATION ENGINEER FOR REVIEW. PRIOR TO THE DRAWINGS BEING ISSUED FOR PERMIT. LOADS SHALL BE PROVIDED IN FORMAT SHOWN BELOW VALUES SHALL BE UNFACTORED. 4.13 MANUFACTURER SHALL PROVIDE SHOP DRAWINGS FOR REVIEW TO FOUNDATION ENGINEER PRIOR TO CONSTRUCTION. SHEAR LOAD 11W VERTICAL LOAD "Poo MOMENT 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 I I I I I I I � I f V P M 24' - 0" F ENTIRE SHEET ADDED PER CCD #1 10"x8" CANOPY COLUMN SUPPLIED BY CANOPY MFR BASE PLATE SUPPLIED BY CANOPY MFR PROVIDE 1 12" NON -SHRINK I I I WATERPROOF BASE PL, ANCHOR BOLTS, GROUT BELOW COLUMN BASE i i AND COLUMN WITH ASPHALTIC MASTIC PLATE AFTER ERECTION - BELOW FF EL I II I I I I I r-------------------------------------------------------------------------------------------------------------------------------- I I ------------------------ -------------------- -� I I I I REF CANOPY MFR I I I I I I I I COL BRG EL I tV I POST -INSTALLED ANCHORS, SUPPLIED BY CANOPY MFR I I (COORDINATE LOCATION WITH I (3) #3 TIES IN TOP CANOPY MFR) 5" OF PIER 9'A O� I (7) #8 VERTICAL I NOTE: CONTRACTOR SHALL LOCATE AND o SECTION i MARK ALL UTILITIES IN THE VICINITY OF ° I i THE DRILLED PIERS PRIOR TO DRILLING. NOTIFY THE ARCHITECT OF RECORD IF LOCATIONS WILL INTERFERE WITH PLACEMENT OF PIERS. #3 HOOP TIES AT PLACE VERTICAL 16" CC, TYP BARS EQUALLY o ABOUT PIER co SECTION CIRCUMFERENCE I I I I I I I I -------------------------------------------------------------------J I IL-------------------------------------------------------------------------------------------------------------------- EDGE OF CANOPY ABOVE. REF ARCH FOR CONFIGURATION. NOTIFY ARCH/ENGINEER IF DESIGN LOADS REQUIRE A CHANGE IN CONFIGURATION w w W3o w 0, w � - 0 z maw <u- ((u) z 1(1) T �a5 a O z 00 d O O U 0 0 `L V/ 04 N Nco O J O gigO o Z04 u � O Q vV W N w w m z m O ISSUE BLOCK 1 104/07/171 CCD #1 CHECKED BY: DWBF DRAWN BY: EDR PROTO CYCLE: 01/27/17 DOCUMENT DATE: 02/16/17 `��Q►�F S. Job, � OF tv i 0 4 • +• ORIO:' 1101,111466 2017.04.10 09:46:31-05'00' CARRIE J. JOHNSON ENGINEER OF RECORD LICENSE #66886 CERTIFICATE OF AUTHORIZATION #7027 FABRIC CANOPY STRUCTURAL PLAN AND DETAILS T-0" DIA CANOPY FOUNDATION DETAIL FABRIC CANOPY FOUNDATION PLAN 1/4" = 1'-0" SHEET: si Be 40*040t b Lb.. Ilia it • w LOBi ! REINFORCED7.1) FABRIC TO BE FERRARI 502 PROVIDINGHIGH UV RESISTANCE HEAT AND WEATHER PROTECTIONA 7.2) ALL CORNERS TO BE l POCKET3 SEWN IN PERIMETER OF FABRIC TO ALLOW FOR lleO CABLE, 7.3) KEDER SEWN ON SIDES OF FABRIC, DESCRIPTION COLU MN ASM. $TEEL PIPE �HSS 1:: 81*x 3/W" THK W/BASE PLATE ► RAFTER:S r" X 6:01 X 5/161HK Ir iMID END RAFTER ASSY. H W X 5/16"THK4 + �� —R—HW a►A i P51000 URLINS "C" HSS5" X 5 X 3/1 6"THK, X 2251-5 1/211 • , AM—NG.ALUMINUM 511000, FL4T BAR W/HO ES a I� ENTORY TEK SCREW 1 /4 x I V� WITH NEOPME�� YWHER �� CABLE CLAMM1/470 OA� I■I I7-- INVENTORY ANCHOR 1/2. A � p /► I�IIIIiIJ I iiy In of v # TURN wtr j A GALX 10 1 78--JN NUT JAM/LOCK 1 (I L, 1 R) ° INVENTORY BOLTv ASTM A325 VWO' X 1 A325 OAM 3 # u� INVENTORY; ■ I��I �I --il-COMM' w 7� GAL. FlAr II� INVENTORY 7/8 GAL. LOCK WASHER: GAL. HEX NUT p 1111i I kTJ A I to] :ffil HEX NUTo INVENTORY FWWASHER, 5/8'�O ly � I �� WASHERHILTI x I■141�I�UI�dl�l1� HAS E ANCHO RODs 1, 1/4 I ■I��� INVENTORY NUT. HEX 1: 1/470 INVENTORY WASHER,, FLAT::t—1/0 ■ xTOUC i �11■I IIIIL I� � � �� r Swr: O j W 0 fuliv f F-All cl 90 DFRONT VIEW SINGLE SME-.1/8, scto =if -off RE DWG, , N/A ,24 72A FERRARI 5OZ rAUff 11 0 JAMK -.0 ZOO] V wll 0 0 Chu IF RIGHT END 'I :45 m 5 1 Al m r ww_ q'��f✓ �AL�faN'I fAr _ f� fMMER 1 /40 TH STEED. CA PLATE SIDE ELEVATION, CANTILEVER STRUCTURE E DWG.-, /'A ql � � �-.l !�pd � sit$ OF .� S H MM Al al 11110", , AL 10 X8")(3/8" THKIf., STEEL., COLUMN HILT[ HY-200—A EPDXY (4) — 1 4" 0 HILTI, HAS E RODS, - W/MIN, EMBED OF 15 I& 1 yen* SCALE: ITS =l RE QWG,- N/A FOOTING' & REINFo BY OTHERS r-% # r� r-% PIER DETAIL TOP VIEW 2 —st SCAM- NTS =i RE DWG-. N/A 411 I'll, - �ft SHEET: A2 a *, lilt,"`� L� ' Ifitl1j,,tt rS tQ ffi �Y� �y`•,,,,x.• �,A�,r tip_. � j r STATE OF .-`fir TONAL e",��w #iililii 'o 6j to a ws� �w ci a C— OP cn 93 za r' N Ogg ac r- v n � ra: s C7 C7 0: 0 X c%4 _.. in F- o pC4 '004 r W (n T J U+ ) 11 { 4f V / z (o r •y Co j 0 CD ZJ CHECKED R'; DRAWN BY FILE WE, WALWRT J NUMBER: 135140 DOCUMDU DATE: 03/08/1 f SHEET: A 0 AEFRONT ONI SCALE t�'t' ml r- IW DWQ4, NA SCALE, RE DW L\l jjq�l\ lie : IN. 12, t •-- act am to f' ,=,i, I�m Oil Is` H EEr► A. 1 TOP P RI 5"' SQ. 'X 3/1 Ws 6 all . X 3/81*pTHE* (2) TOP PLATE 1-1/4" -MK* STEEL PLATE I 1 1 1--(4-) 7/5"'0 a""X3/8*` THK­ STL.,COLUMN J,A_i T ►P CHORD ,' 3/8 !P 1 CHORD ONN. DETAIL Sp WE awl -o RE DWG: N/ PURLIN SQL 1 .► „ 1 4n' ANGLE. TYP 2 PER PURLIN TOP CHORD, CONN. DETAIL ONSIDE �E SCAM., ws vxj1:Wo_ f aft. K/A (4) 1 — py0 THRU HOLES 5 ) RAISE PLATE OWI N ONN s � =i•�- R DWG: Np, 1 TEK—RE Its e AWM FLAT BAR .� Wj TAIL* MII --T—SCREW 1**' . TOP CHORD 6"s SQ. X 3/8" T" �_ �� � •ram s � `� a .��'r".s.�.►.�. !. I /!�1 �w a.y"►.�t .ate 1 " 0 CABE 11 SABLE W/CLAMPS W/CLAMPS .1 /2" X 6 6 SQ. X 5/16 TURNBUCKLE STLMEMBER. i t TYPO HA!L TorpPLATE 3/4" TH K. STEEL PLATE 1 0"X8"X3/8" THK. 4) 7/8 *O TL. COLUMN HEX HEAD D �. BOLT TURNBUCKLE COVER CONN. DETAIL s NTS = _ow RE G: /A co i: A4 r 1 DEFERRED SUBMITTAL THE FOLLOWING SUBMITTALS ARE TO BE SUBMITTED BY THE GENERAL CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION FOR APPROVAL PRIOR TO FABRICATION OR INSTALLATION. SUBMITTALS ARE TO BE SIGNED AND SEALED BY THE ENGINEER LICENSED IN THE STATE OF FLORIDA OR AS REQUIRED BY THE AHJ. REF SPECS COPIES SUBMITTALS 2 FABRIC CANOPY Zaphyrhills, FL STORE NO.: 706.225 DRAWING INDEX - ARCHITECTURAL Cl COVER SHEET SP1 SITE PLAN AND DEMOLITION SITE PLAN SP1.1 PICKUP SITE DETAILS Al FLOOR PLANS AND DETAILS A2 BUILDING ELEVATIONS AND SECTIONS A2.1 PICKUP DETAILS A3 CANOPY PLANS, ELEVATIONS AND DETAILS MECHANICAL Pi PARTIAL PLUMBING PLANS ELECTRICAL - El POWER PLAN Ell ENLARGED ELECTRICAL PLANS BUILDING CODE SUMMARY NAME OF PROJECT STREET ADDRESS: PROPOSED USE: CODES: BUILDING CODE: MECHANICAL CODE PLUMBING CODE: ELECTRICAL CODE: FIRE CODE: ACCESSIBLITY: O ZEPHYRHILLS, FL 7631 GALL BLVD RETAIL 2017 PICKUP LOW CAP ABBREVIATIONS GENERAL ABBREVIATIONS GENERAL ABBREVIATIONS GENERAL ABBREVIATIONS ABBR DEFINITION ABBR DEFINITION ABBR DEFINITION AB ANCHOR BELT FV FIELD VERIFY PLAM PLASTIC LAMINATE ACI AMERICAN CONCRETE INSTTUTE GA GAUGE PL PLATE AFF ABOVE FINISHED FLOOR GC GENERAL CONTRACTOR PLF POUNDS PER LINEAR FOOT AHU AIR HANDLING UNIT GM GENERAL MERCHANDISE PMEJ PREMOLDED EXPANSION JOINT AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION GR GROCERY PT PRESSURE TREATED ARCH ARCHITECTURAL GYP BD GYPSUM BOARD PSF POUNDS PER SQUARE FOOT ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS H HEIGHT PSI POUNDS PER SQUARE INCH AWS AMERICAN WELDING SOCIETY HMR HOME MEAL REPLACEMENT PS PROTECTIVE SURFACING BD IBOARD HORIZ HORIZONTAL PVC POLYVINYL CHLORIDE BFF BELOW FINISHED FLOOR HSA HEADED STUD ANCHOR QTY QUANTITY BL BLOCK LINTEL HSS HOLLOW STRUCTURAL SECTION REF REFER TO BLDG BUILDING INFO INFORMATION REINF REINFORCING BO BOTTOM OF ISO ISOLATION REQD REQUIRED BOS BOTTOM OF STEEL OR BOTTOM OF STUD JBE JOIST BEARING ELEVATION REV REVERSE BTM BOTTOM JST JOIST RI REACH -IN BRG BEARING JT JOINT RO ROUGH OPENING CD CASH DRAWER KSI KIPS PER SQUARE INCH RTU ROOF TOP UNIT CJ CONTROL JOINT L LENGTH SCHED SCHEDULE CL CENTERLINE LB POUNDS SDI STEEL DECK INSTITUTE CLR CLEAR LLH LONG LEG HORIZONTAL SIM SIMILAR CMU CONCRETE MASONRY UNIT LLV LONG LEG VERTICAL SJI STEEL JOIST INSTITUTE COL COLUMN LONG LONGITUDINAL SP SPACES CONIC CONCRETE MAX MAXIMUM SPECS SPECIFICATIONS CONST CONSTRUCTION MDF MEDIUM DENSITY FIBERBOARD SS STAINLESS STEEL CONT CONTINUOUS MECH MECHANICAL STRUC STRUCTURAL DIA DIAMETER MFR MANUFACTURER T&B TOP AND BOTTOM DS DOWNSPOUT MIN MINIMUM THK THICKNESS EAS EMERGENCY ACCESS SYSTEM MISC MISCELLANEOUS TO TOP OF EDC ELECTRICAL DISTRIBUTION CENTER MTL METAL TOC TC TOP OF CONCRETE EIFS EXTERIOR INSULATION AND FINISH SYSTEM NIC NOT IN CONTRACT TOF TOP OF FOOTING EJ EXPANSION JOINT NRP NON -FIBERGLASS REINFORCED PLASTIC TOGB TOP OF GRADE BEAM EL ELEVATION NO NUMBER TOM TOP OF MASONRY ELEC ELECTRICAL NS NEAR SIDE TOP TP TOP OF PAVING EQ EQUAL NTS NOT TO SCALE TOS TOP OF STEEL OR TOP OF STUD ES EQUIPMENT SUPPLIER OC ON CENTER TRANS TRANSVERSE EW EACH WAY OCH ON CENTER HORIZONTALY TYP TYPICAL EXT EXTERIOR OCV ON CENTER VERTICALY UNO UNLESS NOTED OTHERWISE FDN FOUNDATION OD OUTSIDE DIAMETER VERT VERTICAL FF FINISHED FLOOR OH OPPOSITE HAND VTR VENT THROUGH ROOF FS FAR SIDE PAF POWDER ACTUATED FASTNER W I WIDTH 2014 FLORIDA BUILDING CODE 5TH EDITION 2014 FLORIDA MECHANICAL CODE 5TH EDITION 2014 FLORIDA PLUMBING CODE 5TH EDITION 2011 NATIONAL ELECTRICAL CODE 2014 FLORIDA FIRE PREVENTION CODE 5TH EDITION FLORIDA ACCESSIBILITY CODE O 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 w u' A2-ASSEMBLY USE; BREAK ROOM - SECT. 303.1 w O u TYPE OF CONSTRUCTION: V-B UNPROTECTED (SPRINKLERED) PER SECTION 602.2 AND TABLES 601 AND 602 O o FIRE PROTECTION: BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND ,_1 IS SURROUNDED ON ALL SIDE BY 60 FEET MINIMUM OF PERMANENT OPEN SPACE AND COMPLIES WITH SECTION 507.3 UNLIMITED AREA CRITERIA IS APPLICABLE. J CI O O a Ev N O rl- a O N I In I U O ++ L U) o En w � (n U I En I O O EJ r` �C)- 0 - u ARCHITECTURAL: SGA DESIGN GROUP, P.C. o 1 CHRISTOPHER MARIMAN YOUNG `�' 0 1437 SOUTH BOULDER, SUITE 550 CO TULSA, OKLAHOMA 74119.3609 �o It 918 587-8600 HENDERSON ENGINEERS, INC SEAN 0. EISLER 8345 LENEXA DRIVE, SUITE 300 LENEXA, KANSAS 66214 'at zY -7d'?-r nnn VICINITY MAP fWALMART, STORE #706 225 7631 GALL BLVD ZEPHYRHILLS, FL r © GOOGLE 2017 ■ GENERAL SCOPE OF WORK • NEW CANOPY AND PARKING STRIPING • ACCESS STRIPING • NEW PICKUP SIGNAGE AT BLDG. CORNER • NEW PICKUP CHECK -IN AREA AT FRONT OF STORE • ADDITION OF ONLINE MANAGEMENT SYSTEM IN STOCKROOM ELECTRICAL HENDERSON ENGINEERS, INC VINCENT G. MASILIONS 8345 LENEXA DRIVE, SUITE 300 LENEXA, KANSAS 66214 O EXISTING SQ FT: 2091736 CANOPY DATE: 02/16/17 PROTO: LOW CAP CANOPY GENERAL REQUIREMENTS I SITE VERIFICATION REQUIREMENTS 1. ALL WORK SHALL BE DONE IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL AND/OR STATE (IF 1. THE ARCHITECT HAS MADE THESE DRAWINGS BASED ON THE EXISTING BUILDING AND APPLICABLE) BUILDING CODES, NATIONAL ELECTRIC CODE (NEC), ADA-ADAAGS (ADOPTED HANDICAP ACCESSIBILITY CONDITIONS. THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING REQUIREMENTS), OSHA AND ALL APPLICABLE CODES, REGULATION, ORDINANCES, AND AUTHORITIES HAVING JURISDICTION. CONDITIONS PRIOR TO THE SUBMISSION OF HIS BID AND TO THE COMMENCEMENT OF 2. EACH CONTRACTOR AND THEIR SUB -CONTRACTORS ARE RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE CONTRACTOR'S DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE FAILURE TO ACQUAINT HIMSELF WITH EXISTING SITE CONDITIONS WHICH INCLUDE, BUT DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION ARE NOT LIMITED TO EXISTING WALL, CEILINGS, OR UTILITIES. SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS 2. ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL KNOWLEDGE. BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION AND 3. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN DRAPES AS REQUIRED AND/OR DIRECTED BY THE WALMART CONSTRUCTION MANAGER TO KEEP DUST AND MOISTURE ASSUMING EXISTING BUILDING CONDITIONS MATCH THE ORIGINAL DRAWINGS. THE FROM THE OPERATING AREAS OF THE STORE. GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THIS SITE, SHALL VERIFY ALL 4. ANY DAMAGE TO WALMART PROPERTY, WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION, SHALL BE EXISTING STRUCTURAL COLUMN DIMENSIONS, STRUCTURAL BEARING HEIGHTS, EXISTING REPAIRED/REPLACED AT NO ADDITIONAL COST TO WALMART, THIS INCLUDES ALL MERCHANDISE. THE CONTRACTOR DIMENSION, AND ROOFING CONDITIONS (INCLUDING PARAPETS). IF DISCREPANCIES ARE SHALL PAY WALMART THE RETAIL COST FOR ALL DAMAGED MERCHANDISE. FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, 5. THE CONTRACTOR SHALL KEEP WORK AREA CLEAN AND FREE OF DEBRIS AND SHALL REMOVE ALL TRASH AND DEBRIS CONTACT THE WALMART CONSTRUCTION MANAGER AND THE ARCHITECT IMMEDIATELY TO FROM THE CONSTRUCTION AREA DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE EXISTING DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH EXISTING CONDITIONS. BUILDING OR CONSTRUCTION AREAS. 3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD 6. REMOVE ANY EXISTING ITEMS, SERVICES, FINISHES OR SURFACES AS REQUIRED FOR THE INSTALLATION OF NEW VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) CONSTRUCTION. PROVIDE FURRING FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH PRIOR TO THE SUBMISSION OF HIS BID OR THE COMMENCEMENT OF CONSTRUCTION. ADJACENT FINISHES. THE CONTRACTOR SHALL NOTIFY THE WALMART CONSTRUCTION MANAGER AND THE 7. ALL ADJACENT TENANT SPACES SHALL REMAIN IN SERVICE DURING DEMOLITION AND CONSTRUCTION. ARCHITECT OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON THE 8. SCHEDULE ALL WORK TO KEEP DISRUPTIONS TO THE STORE OPERATIONS AT A MINIMUM. COORDINATE UTILITY DRAWINGS. DISRUPTIONS WITH THE WALMART STORE MANAGER. 4. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND 9. REPAIR, RE-REOUTE, AND EXTEND ALL SERVICES, PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED UTILITY SERVICES PRIOR TO ANY EXCAVATION. DURING THE CONSTRUCTION PROCESS FOR THE COMPLETE INSTALLATION AND OPERATIONS OF NEW EQUIPMENT. THIS 5. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WALMART AND THE INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT OR RELATED ITEMS AS ARCHITECT PRIOR TO MAKING ANY MODIFICATIONS OR ORDERING OF ANY MATERIALS. REQUIRED FOR PROPER OPERATION. 10. WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH, AND/OR REPAINT AS NECESSARY TO BLEND WITH ADJACENT SURFACES. COORDINATE WITH WALMART CONSTRUCTION MANAGER. DEMOLITION NOTES 11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF THE CONSTRUCTION SCHEDULE OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER. 12. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE ARCHITECT FOR VERIFICATIONS, RESPONSES 1. CONTRACTOR RESPONSIBLE FOR ALL JOBSITE SAFETY AND COMPLIANCE WITH OSHA AND SUBMISSIONS. REGULATION. CONTRACTOR WILL INSTALL TEMPORARY WALL, DUST BARRICADES AND 13. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE ONE U.L. LISTED 2A-20BC DRY CHEMICAL FIRE EXTINGUISHER, OR ONE CONSTRUCTION BARRIERS AND TAKE ALL PRECAUTIONS TO PROTECT CUSTOMERS AND STANDARD U.L. LISTED 2-1/2 GALLON WATER (E-10) AND ONE U-L. LISTED 1013C CARBON DIOXIDE FIRE EXTINGUISHER ASSOCIATES FROM CONSTRUCTION OPERATIONS. MOUNTED TOGETHER IN EACH 3000 SQUARE FOOT OF WORK AREA OR FRACTION THEREOF (MINIMUM OF TWO AVAILABLE 2• THE CONTRACTOR SHALL FIELD VERIFY THE EXTEND OF DEMOLITION. IF DISCREPANCIES IN ALL CONSTRUCTION AREAS AT ALL TIMES). ARE FOUND, CONTACT THE ARCHITECT AND WALMART CONSTRUCTION MANAGER. 14. IF MODIFICATION TO SPRINKLER SYSTEM IS REQUIRED, THE GENERAL CONTRACTOR SHALL HIRE A LICENSED SPRINKLER 3• WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR CONTRACTOR. THE CONTRACTOR IS TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL TO THE AJH OR A MINIMUM OF 6" ABOVE FINISH CEILING. PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. 4. SAW CUTTING OF EXISTING CONCRETE WILL BE COORDINATED WITH STORE MANAGER FOR 15. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS INCLUDES APPROPRIATE HOURS TO MINIMIZE CUSTOMERS DISTURBANCE. NO JACKHAMMERS A"� KEEPING THE BUILDING SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE CONTRACTOR SHALL BE ALLOWED. RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY SYSTEM. THE CONTRACTOR SHALL OBTAIN 5• GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF CONSTRUCTION WASTE AND PERMISSION FROM THE STORE MANAGER PRIOR TO THE MODIFICATION OF ANY EXISTING SECURITY SYSTEM FOR THE DEBRIS. DO NOT USE STORE DUMPSTERS. PREVENT CUSTOMERS AND ASSOCIATES FROM OPENING (DEMOLITION) OF ANY EXTERIOR WALL. CONTACT WITH CONSTRUCTION WASTE. 16. FIRE ALARM DRAWINGS TO BE PROVIDED BY WALMART ALARM SERVICES. 6. COORDINATE LOCATION OF DUMPSTER ON SITE WITH WALMART CM. 17. CONTRACTOR TO MAINTAIN ACCESS TO ALL EMERGENCY EGRESS EXITS DURIGN CONSTRUCTION OPERATIONS. t i �:t tat t i �....•, Ililillfili; ii 4- - -5 3 Y , 1 ...-------- w ......... mDomer �• �3 l •I~:,F:O;:....._ .............. ,...,... -- � I '-� fn n fa @ N El :gal n s S s [y r� f-i a H o EI Ef4:fii ff:fk:3:fi: 8-f t--� 3H3--D - a $-a f� _. � -- -- -- - -- - -- - Moo"$ai a$I pia r3 - .sr_. -a. r:.: :.: ry I (FFi1 T�F�TTi7i�}FEMM i. M z J. 0i 0 0f;?r'±sa .. .. ..- - E"; ""i �°''" .w p„ ......, i . .I. •''--"'i: --"r �'�`�_¢�i��j� .y.. t {#"'z'k': "'",' •... .ff r;�f ` Ir@6$x i& .......f.........,.._......F.........7... ' m sow, xe m f..�..y 0.. ::L :#'::i:'j::#.:1.:{-r- 1 _ ��j E LF .... , '�•Y-r-•r•r�- € �. � -tea•.-� me mo-evwoz �......._....... L` W M E � T I _ �S EEO M% .,`. ,z _....... # �rl s.�....�....1 .., 1,.' o i n : t Jim # Je E } c. 0. E f" �[77 ' 2 Al KEY PLAN 1 NTS 4 0 z a u 6 Q oo)a� L0000F L) CO CO CO U � 00 C. Q Z U 00 Lr) 00 Lr) 0 C 0 ai T 00 00 a' 16- co 0 o C c M m L Y ca 0) (n • cm - F C) y c/ 4 C r` C3 ~ a 0 2 ca w w-} N L O ¢~3p�En ZN� OWE ~ O��JN Z,<(,L) ¢ W (J7i�JW0� W 0 W W 3 C] j ¢ O W O m Q afN } Q(Y U7� W W ��Nd N tr ¢ N U Vl - V O p a w W w Z ¢W �� O 3UlJiW tO J �cunj ww�p 0~�Z W Z mO �U �O_ZZO¢ Q ZrnJ�oF-a'LUL"MovF¢o J Q¢J0 wz M W �(/IULZN =dZ Fw O- o_o �oWWLL 0 � 0(n0 NwazHZf2F_Q�00�Ua-=) - f)w0¢ w¢Ozwwww� E�NU Ov)5 JE`¢En¢�w ¢ 0 0 >" O O o 0 0 � Ln N R=3 Qo CD _!4 U ot O Oa z �i LLJ o c c� O C\2 O N w z ISSUE BLOCK cc U pZ 3 ao ui Z p o cpn U U � _ w = J = Z rn �ww a o. o zU. Q u.ZU CHECKED BY: RWO DRAWN BY: LMD/CRE PROTO: LCC PROTO CYCLE: 01 /31 /17 DOCUMENT DATE: 02/16/17 RECORD DRAWINGS NOTICE THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF SGA DESIGN GROUP. THIS ELECTRONIC DOCUMENT IS RELEASED FOR THE PURPOSES OF REFERENCE, COORDINATION, AND/OR FACILITY MANAGEMENT. THIS DRAWING SHALL NOT BE CONSIDERED FINAL OR COMPLETE UNLESS IT IS SIGNED AND SEALED BY THE ARCHITECT. z J Q �lbO�yO �bj r� COVER SHEET SHEET: c 1 Qo O r- O 1 z Q J n W I- 07 z O i- J O LLJ t� 0 z Q Z Q J n LLJ I- cn cn I O N O O U U J I (fl O r- O D_ N N O F_ O o_ N N n i � O U) n ocn D- a w_y (n U 1 � i 03 ° o L �n o O Q) Q Il- un N o E �o �i LL NOTE: THIS IMAGE IS THE LATEST GOOGLE MAPS. INFORMATION IS ASSUMED EXISTING CONDITIONS AT THE PROJECT SITE. THE ARCHITECT OF RECORD HAS NOT VISITED THE SITE TO CONFIRM AND CANNOT BE HELD RESPONSIBLE FOR THE ACCURACY OF THE CONDITIONS ILLUSTRATED. AERIAL SITE PLAN. 1 "=30'-O" ARCHITECTURAL FINISH FLOOR = 100.00' NOTE: FINISH FLOOR ELEVATION AT ALL EXTERIOR DOORS = 100.00' UNLESS NOTED OTHERWISE DIRECTIONAL SIGN SCHEDULE ARROW NUMBER MOUNTING TYPE DIRECTIONAL LEFT 2 PIPE DIRECTIONAL RIGHT 2 PIPE DIRECTIONAL 1 PP REFER TO SPEC SECTION 01500 FOR DETAILS AND REQUIREMENTS FOR STORMWATER POLLUTION CONTROLS AND SITE STORAGE OF MATERIALS AND EQUIPMENT. DEVIATIONS) FROM DETAILS SHOWN MUST BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH SPEC SECTION 01330. CONDUIT TRENCHING DETAIL g" 2'-0" MIN. (FOR CONDUITS) g" 6" PAVING OVERLAP SEE PAVING SECTION 1'-6" MIN. (FOR 2 CONDUITS) DETAIL EXISTING PAVING SECTION —I I 1=1 I P SEE PAVING SECTION I I I=111—I A I IA I IA I I I 1�1I1=11 r==1I DETAIL I 11= 1=1 I P I IA z_ 1 I PA11=11 I— —III-111=1II _ UNDISTURBED EARTH 111—II1=I 11�I I �I I I I�III=1I — CONTROLLED BACKFILL 11 A 11-111-1 (CLEAN DIRT) I I —I I I —I I I 11=1 I El 11r111 4N 1 I 1=1 11—I I t I 11=11.--I AI1=1II UTILITY CONDUIT, SEE ARCHITECTURAL PLANS FOR SIZE AND TYPE, TYP. GENERAL NOTES 1. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS I -A OR CLASS II COMPACTED TO 85% PROCTOR. 2. INITIAL BACKFILL SHALL BE CLASS I -A WORKED BY HAND, OR CLASS I-B OR CLASS 11 COMPACTED TO 85% STANDARD PROCTOR. 3. FILL SALVAGED FROM EXCAVATION SHALL BE FREE OF DEBRIS, ORGANICS AND ROCKS LARGER THAN 3". 4. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, SHEETED, BRACED, OR OTHERWISE SUPPORTED IN COMPLICANVE WITH OSHA REGULATIONS AND LOCAL ORDINANCES. (SEE SPECIFICATIONS) 5. MATCH PROPOSED EXTERIOR CONDUIT ELEVATIONS WITH PROPOSED INTERIOR CONDUIT ELEVATIONS. (SEE ARCHITECTURAL DRAWINGS) CONDUIT TRENCHING DETAIL 1 1 /2"=1'-O" N I Ln SITE PLANI Iw 'i 2 1/16"=1'-0" NORTH 1-A2 REMOVE E TREES AN DEBRIS. F REPAIR S TO MATCF EXISTING BE REMO� AND REPS PAVING T EXISTING SAWCUT i REMOVE E PAVING F, INSTALLA- NEW CAN( COLUMN E TYP REF. EXISTING TO BE RE �12 Al Al DEMO FLOOR PLAN PLAN ,\-r ;1 DEMOLITION SITE PLAN NORTH 1 /16"=1'-O" Cj o 0 o EE 0 L c0 (7 CO 00 CO 00 Q 00 00 U-) 00 Lo 00 � O C -0 M } 0 o E W cm O ,c y 2i U) C L r` 0 aD a ,2 0 cog .` y w O:-LLJ c r vo Oz W ~LLI zZ zaa0 3� z w�� N�� do�0wU sitaxc7>-=� re w W cJ w- r¢mN wLL_ (L L..' F- z wo0zw_ OWi`Zc00zoa zuJ�RLU Pz'—wvp¢oQ Qao�F�DoN=a zLnZ� XzC�O'W ww�Uwo OOIr l Fruj �w_wozzL,Ir�cnn` .zoa w0a 'L_aLd NU�m Jw¢n¢wQ� a cn z Q z O c) 0 0 ," O C3 0 0 0 � Ln N N ^ cD CD -el U O Oa ~ �z o LLB O � rn 0 u� p w N w z 0 ISSUE BLOCK CHECKED BY: RWO DRAWN BY: LMD/CRE PROTO: LCC PROTO CYCLE: 01 /31 /17 DOCUMENT DATE: 02/16/17 ECORD DRAWINGS NOTICE THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF SGA DESIGN GROUP. THIS ELECTRONIC DOCUMENT IS RELEASED FOR THE PURPOSES OF REFERENCE, COORDINATION, AND/OR FACILITY MANAGEMENT. THIS DRAWING SHALL NOT BE CONSIDERED FINAL OR COMPLETE UNLESS IT IS SIGNED AND SEALED BY THE ARCHITECT. SITE PLAN AND DEMOLITION SITE PLAN SHEET: spi n A SEE SITE PLAN ARROWS SHALL BE FOR TYPE OF ARROW PAINTED SHERWIN-WILLIAMS FINISH LEGEND (RIGHT, LEFT OR AHEAD) KNOCKOUT ORANGE (SW#6885) o M o • cfl0co 0 7 -0 4'-3" 4'-3" L a' M o0 00 E WHITE 10 U }• (D � ti � P5 SAFETY YELLOW L � P126 KNOCKOUT ORANGE SW#6885 a Q CO CO o 6 TYP a�Ltico00 0' ® Ol cp } o ocu rn°'.rn Q D "GUSTO GOLD" N C m CO rn CM 0 SW 6904 I - CU O "KNOCKOUT ORANGE" Parking Stall Graphic 84"x24" o 2 -0 0 in 0 10 0 L SW 6885 I CL �n 4rr 4.. 4" 4n 4" Q Ln PICKUP PAVEMENT MARKING y 13 1 /2" = 1 r_Of. f_Or r_Of f_Of f_Or ,—O, PAINTED SAFETY Li oo} za YELLOW z«6�2 20a NOT USED ASSOCIATE PATH PICKUP DIRECTIONAL PAVEMENT ARROWS D- a -a -SKV �W_'UU r .. O W_ '�Z - XQrZOE>. 7-0 1 1 1 0 n f n 9 n r n � aN >-<go WWMyCmW NTS 3/8 = 1 -0 VV 3/8 = 1 -0 �� y� �o.0WWZ��� WHITE p 3v�Wm�a�wa�000 U pf-aw WZ W Z m��V ZZ< ac Z O W W W W 0 G C a LnL%4z.WZL"WgIx o�-a� (n ���'i0oNo<<O<Ww< "GUSTO GOLD" ® BEGIN NUMBERING AT SECOND PICKUP SW 6904 `D STALL CLOSEST TO SIGN ON BACK OF THE PICKUP DOOR BOLLARD MOUNTED PARKING SIGNS ALIGNED TO TOP "KNOCKOUT ORANGE" SW 6885 GALVANIZED BOLT LOCATIONS PER Directional Pavement Marking (Vert. Stetch) SQUARE TUBE STANDARD WITH SPACER AS FOR LEVEL 84 x42 (Plus Directional Arrow REF 9-SP1.1) PER 2-SP1 z SIGN MOUNTING z USE 4" SCH. 40 STEEL PIPE FILLED _ o DIRECTIONAL PAVEMENT MARKING W/ CONCRETE WITH N N z 12 , 2,f = TOP ROUNDED AND is o / PAINTED TRAFFIC YELLOW LAYOUT PER STRIPING U-BOLT DETAIL/SITE PLAN SLOPE TOP OF CONCRETE SLOPE TOP OF CONCRETE GROUND 0I U-BOLT NUT GROUND N O D LOCATIONS ACE CIF % SURFACF 24 4 0 z .•Q •a° w } } r POST WITH SIGN(S) 3 3 SLOPE TOP 3 0 % N U 3500 PSI PC 4 _j OF CONCRETE 3500 PSI PC PAINTED ENDCAP - 90' N CONCRETE BASE I > I CONCRETE BASE I SIGN LOCATIONS - 90' PARKING a+ • a - a ' " - NOTES: ., O U o 0 O 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, r\ 3500 PSI PC a 4 I w I r ., O I It Olt CONCRETE BASE I V. O I FEDERAL HIGHWAY ADMINISTRATIONS MANUAL OF UNIFORM TRAFFIC O O O CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO 0 4-0 0 4-0 0 4-0 ll w w w POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. LiJ o ' 2. GALVANIZED SQUARE TUBE 1'-6" 1'-6" 1'-6" POST TUBES - 2"x2%3/16" 12GA Q Uj POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. (n TYPICAL DIRECTION SIGNAGE FRONTVIEW - TYPICAL PICKUP SIDEVIEW - TYPICAL PICKUP SIGN MOUNTING AND BASE WITH BOLLARD N Stall Designation Signs PARKING SIGNAGE PARKING SIGNAGE USE WHERE SIGN IS NOT WITHIN CURBED ISLAND OR RAISED SIDEWALKS w 18'X8" NOT USED SIGN MOUNTING AND BASE AT PAVING 4B NTS 4A 1/2» = 1'-0" o i P'I* P poQ[�ap ISSUE BLOCK Logo Signs (Small) Logo Signs (Large) 181Ox8" 18"x8" BEGIN NUMBERING AT STALL CLOSEST TO GALVANIZED THE PICKUP DOOR Oi P SQUARE TUBE c" kuz_ SEE REMOVABLE 0 SQUARE TUBE o • • • ' • POST I cj LAYOUT PER STRIPING co DETAIL/SITE PLAN 00 Call In Sign Directional Signs SEE REMOVABLE a EQ EQ 18%8" (Left/Straight/Right) SQUARE TUBE SLOPE TOP ATTACHMENT T 18"x8" SIGNS BY WALMART OF CONCRETE POST OR BOLLARD BYO OY G.CLL GROUND SLOPE TOP OF CONCRETE _ POST WITH SIGN(S) o CHECKED BY: RWO SIGNAGE - - „ Q CONCRETE BASE r 3500 PSI PC d 81 - 1 -0 3 . j � � a `� DRAWN BY: LMD CRE _ � I 3 CONCRETE BASE � �• 1 CURBED ISLAND - 90' / J1. N w I_� iv SIGN LOCATIONS 90' PARKING PROTO: LCC 4'-0" - 'a 4'-0" NOTES: U_ a 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, PROTO CYCLE: 01 /31 /17 1'-O" 0 1 �_0r, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC o CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO DOCUMENT DATE: 02/16/17 o TYPICAL DIRECTION SIGNAGE w TYPICAL DIRECTION SIGNAGE POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. GALVANIZED SQUARE TUBE RECORD DRAWINGS NOTICE „ " THE RECORD COPY OF THIS DRAWING 5/16" GR 5 O POST TUBES - 2 x2 x3/16 12GA IS ON FILE AT THE OFFICES OF SGA POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. DESIGN GROUP. THIS ELECTRONIC FLANGED BOLT DOCUMENT IS RELEASED FOR THE �� 4 " x3 16 �� 12GA PURPOSES OF REFERENCE, x2-1 ANCHOR TUBE - 2-1 4 O COORDINATION, AND/OR FACILITY POLE MOUNTED PICKUP PARKING / / / MANAGEMENT. THIS DRAWING SHALL o SIGNAGE. WALMART FURNISHED, HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. NOT BE CONSIDERED FINAL OR r- STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER COMPLETE UNLESS IT IS SIGNED AND o CONTRACTOR INSTALLED. REF 4-SP1.1 AND 4A-SP1.1 5/16" GR 5 00 ASTM A 123. SEALED BY THE ARCHITECT. SERRATED GROUND J FLANGED NUT SURFACE THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A a MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM OF 27" w I DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE. 0 PLAN VIEW PARTIAL ELEVATION SIGN MOUNTING AND BASE WITHOUT BOLLARD �_ 12'-0" U' REMOVABLE SQUARE TUBE POST (USE WHERE SIGN IS WITHIN CURBED ISLAND OR RAISED SIDEWALK) Y SIGN MOUNTING AND BASE AT CURBED ISLAND 0- U 2'-0" 4 - , /2„ _ , 9-0„ TYP 10,-0" U' SIGNAGE SIGNAGE 1 0I PICKUP LANE STRIPING, 0 o PAINT P126 TYP n N O O U U o I NOT USED "U"-CHANNEL P��•OM,q.. 0 6 NTS POST (2 LBS/FT) LAP EXISTING POST o �OQ ^' AND NEW CHANNEL I RELOCATE EXISTING SIGNS WHERE RELOCATE EXISTING SIGNS WHERE ' — * — / 0 ° U -CHANNEL o pOQ�a Q PARKING STALL GRAPHIC AS INDICATED. POSSIBLE. FOR NEW PEDESTRIAN POSSIBLE. FOR NEW PEDESTRIAN �:y AR96472 CENTERED BETWEEN STRIPES PROVIDE (1) LOCKING CROSSING SIGN USE MUTCO WARNING POST (2 LBS/FT) CROSSING SIGN USE MUTCO WARNING �'•J AT ENTRANCE TO PARKING NUT, BOLD AND z SIGNS W11-2 (TOP) AND W16-7P z SIGNS W11-2 (TOP) AND W16-7P ,.•'�� N STALL, REF 13-SP1.1 TYP WASHER MIN, AT (BOTTOM) WITH A BLACK LEGEND ON USE 6" PIPE BOLLARD (BOTTOM) WITH A BLACK LEGEND ON 1 EACH END _ A FLUORESCENT YELLOW -GREEN _ A FLUORESCENT YELLOW -GREEN 02/17/17 FILLED W/CONCRETE 0 BACKGROUND o BACKGROUND 3 EXISTING POST I AND PAINTED TRAFFIC 1 PICKUP PARKING STALL DETAIL 5 NOT USED YELLOW ONLY WHEN EXISTING BOLLARD SIGN IS IN PAVED AREA _ o 7 ALL SIGNS SHALL COMPLY WITH U.S. OR SIDEWALK I ALL SIGNS SHALL COMPLY WITH U.S. c 'o / 1 /4" = 1'-0" NTS ►o 0 DEPARTMENT OF TRANSPORTATION, SLOPE TOP OF DEPARTMENT OF TRANSPORTATION, j FEDERAL HIGHWAY ADMINISTRATION'S CONCRETE FEDERAL HIGHWAY ADMINISTRATION'S PICKUP ° o "MANUAL OF UNIFORM TRAFFIC "MANUAL OF UNIFORM TRAFFIC SITE w GROUND PAVING CONTROL DEVICES", LOCAL CODES GROUND PAVING CONTROL DEVICES", LOCAL CODES V) _0 SURFACE AND AS SPECIFIED. MOUNT SIGNS TO SURFACE AND AS SPECIFIED. MOUNT SIGNS TO 1-1 POST IN ACCORDANCE WITH 3500 PSI PC o POST IN ACCORDANCE WITH DETAILS MANUFACTURERS INSTRUCTIONS. CONCRETE I MANUFACTURERS INSTRUCTIONS. N N ° '0 to d a O — 1'-6" I a�i Q r Cn N o NOT USED NOT USED SITE SIGN BASE SITE SIGN BASE NOT USED (6o 3 A NTS 3 NTS 2 A 1 /2" _ ,'—or• 2 1 /2" = 1'-0" 1 NTS SHEET: ..SP 1 1 rn 3 O r- O I U) J_ H W 0 0 z < cn z a O O J I O O O U U J I O O t a a� N 1-11 O c_ N IL Ea c' V)0 7 o In a a W� (n U �F I co Ea 0 o rn 0 0 I � a r\ In N o co E _o SURFACE MOUNTED CONTINUOUS GEARED HINGE--% NEW HM-STL "G" TYPE DOOR STAND ALONE / CARD SWIPE EXTERIOR VIEW BESAM SW 200i OPERATOR — P126 MARK I ROOM NAME BEVELED EDGE ONLY 2" x 1 /8" ALUMINUM TRANSITION WHEN ADJACENT STRIP. T-4 THRESHOLD IN LIEU SURFACE IS OF ALUMINUM TRANSITION AT UNFINISHED FULL HEIGHT TRAFFIC DOORS LVT1 FLOORING PLACE EDGE OF TILE BELOW DOOR CONIC SLAB OL ,' ' 'd-♦�. •� �• s .-♦ .per ._ .V. •' 4 1 DOOR AND FRAME SCHEDULE — SPLIT BACKROOM SHEET NOTES DETAIL REFERENCES ARE TO SHEET A2.1 UNO DOOR FRAME NOMINAL SIZE DETAIL FIRE RATING 1. ALL EQUIPMENT DASHED AND SHOWN TO BE PROVIDED BY WALMART 8. ROUTE ALL UTILITY SERVICE LINES (PIPES AND CONDUIT) WITH STUD (MINIMUM) UNO. WALLS WHEREVER POSSIBLE. ON COOLER/FREEZER PANELS IN FOOD TYPE MATERIAL COLOR QTY WIDTH HEIGHT GLASS TYPE MATERIAL COLOR HEAD JAMB THRESHOLD NOTES MARK 2. ALL STEEL RACKS TO BE FURNISHED BY WALMART AND ANCHORED PREP AREAS WHERE UTILITIES MUST BE EXPOSED, CONTRACTOR TO G HM-STL P126 1 3'-0" 7'-0" TEMP HM-STL P126 - - - --- 32,33 947A BY CONTRACTOR. REFER TO RACK ANCHORAGE PLAN FOR STEEL HAVE THE OPTION OF THE FOLLOWING: RACK AND/OR GONDOLA SHELVING FIXTURE ANCHORING A. SURFACE MOUNT UTILITIES WITH NON -CORROSIVE ANCHORS; FINISH LEGEND DOOR SCHEDULE NOTES REQUIREMENTS. 3. REPAIR BOLT HOLES AND SPALLS RESULTING FROM MERCHANDISE SEAL BOTH SIDES OF PIPE/CONDUIT TO PANEL CONTINUOUSLY WITH SEALANT. 32 INSTALL STAND ALONE CARD SWIPE, REF ELECTRICAL FIXTURE AND/OR STORAGE RACK RELOCATION OR REMOVAL REF SPEC B. INSTALL UTILITIES 1 /2" OFF FACE OF PANEL TO ALLOW FOR 03905. FILL ALL BOLT HOLES AND SPALLS RESULTING FROM FIXTURE CLEANING; USE ONLY NON -CORROSIVE ANCHORS; APPLY LVT1 FAUX WOOD D44 33 DOOR, DOOR HARDWARE AND HARDWARE FURNISHED AND/OR STORAGE RACK RELOCATION OR REMOVAL IN NON CUSTOMER CONTINUOUS SEALANT ALONG EDGES AND JOINTS. MATWORKS AND INSTALLED BY VENDOR ACCESSIBLE AREAS WITH NON SHRINK GROUT. C. COVER UTILITIES WITH 20 GAUGE STAINLESS STEEL BENT MARYANNE VITTY ATER AL KEY 4. STUD WALL DIMENSIONS ARE TO THE FACE OF THE STUDS. PLATES MOUNTED TO WALL WITH NON -CORROSIVE ANCHORS; 301-837-1251 PHONEDESCRIPTION 5. WALLS AND INFILL OF EXISTING OPENINGS ARE TO MATCH THE APPLY CONTINUOUS SEALANT ALONG EDGES AND JOINTS. PLVFT,l CONSTRUCTION AND FINISHES OF ADJACENT EXISTING WALLS. 9. RELOCATION AND SETUP OF GONDOLAS AND/OR RACKING AS P126 KNOCKOUT ORANGE SW#6885 - 6. PROPER INSTALLATION OF JOINT SEALANTS IS CRITICAL TO MEETING INDICATED ON FXS SHEETS WILL BE PERFORMED BY OTHERS. FLOORING WALMART QUALITY ASSURANCE STANDARDS. PROVIDE SEALANTS IN ANCHORING OF UPRIGHTS TO BE PERFORMED BY GENERAL P126U KNOCKOUT ORANGE URETHANE SW 6885 (URETHANE) # ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. REFERENCE CONTRACTOR. ON SPECIAL PROJECTS, RELOCATION AND SETUP OF SECTION 07900 FOR SEALANT SCHEDULE. GONDOLA AND/OR RACKING AS INDICATED ON THIS SHEET WILL BE 7. ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE SEALED AS PERFORMED BY G.C. REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, REGARDLESS 10. REMOVAL OF GONDOLAS AND/OR RACKING AS INDICATED ON FXS OF WHETHER SHOWN ON THE DRAWINGS OR INDICATED IN THE SHEETS WILL BE PERFORMED BY OTHERS. ON SPECIAL PROJECTS, SPECIFICATIONS, SUCH JOINTS NOT SHOWN OR SCHEDULED SHALL BE REMOVAL OF GONDOLAS AND/OR RACKING AS INDICATED ON THIS SEALED WITH SEALANTS CONSISTENT WITH SPECIFIED MATERIALS OR AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC SHEET WILL BE PERFORMED BY G.C. APPLICATION. 11. LOCATE ALL 44" DEEP RACKS 6" FROM WALLS AND COLUMNS UNO. 12. LOCATE ALL RACKS LESS THAN 44" DEEP 3" FROM ALL WALLS AND COLUMNS UNO. CHECK -IN KIOSK AND IF CHECK -IN SPACE SUSPENDED ORB, WALMART CONTAINS COLUJMN FURNISHED, INSTALLED BY PAINT COLUMN P126 OTHERS, REF SHEET A2.1 EPDXY PAINT 10'-0" 15'-0" 0 CC) I TABLE AND FURNITURE, Xx WALMART FULL LVT1 EDGE " LVT1 I FURNISHED, GENERAL TYP TYP CONTRACTOR INSTALLED EXISTING ICC TYP TO REMAIN Ep MITER CORNER TYP ANCHOR LOCATION FOR TRANSITION LVT1 PROVIDED AT ALL CORNERS a o- INSTALL OWNER BY OWNER. TYPICAL 3�° 7 FURNISHED RAILING INSTALLED BY 7 PER MANUFACTURER'S G.C. REF 8-Al ALUMINUM TRANSITION TYP Al INSTRUCTIONS TYP FOR TRANSITION TRANSITION STRIP AT PVC FLOORING PVC TRANSITION- 7 SURFACE MOUNTED J. BOX, BY G.C. REF ELECTRICAL DETEX EAX 2500 DOOR ALARM x'��� STAND ALONE CARD SWIPE Q 32X32 ARM 't OR PLATE VENDOR WILL FURNISH AND INSTALL DOOR INTERIOR VIEW AUTOMATIC DOOR OPERATOR, HARDWARE AND MAKE FINAL CONNECTIONS AND TEST THE OPERATOR TO ANSI 156.10 STANDARDS OGP DOOR TYPE OPTION. 3/8" = l'-O" I In x < LL < G HALF GLASS SINGLE STACK CHECK -IN PLAN 1 /8"=1'-0„ 946 PICKUP STORAGE WALL FINISHES EXISTING WALLS ETR. PATCH AND REPAIR IF NEEDED. FLOOR EXISTING FLOOR TO REMAIN. REPAIR FLOORING TO MATCH ADJACENT. CEILING LAY IN ETR. EXISTING CEILING GRID IS ETR. 4aNOT USED NTS 3 NOT TOTE XLY a TQTE TOTE ROOM MEAT PREP MEAT HOLDING COOLER e TOTE 8 TOTE DOLLY DOLLY 8 TOTE 6 TOTE DOILY DOLLY ® TOTE 6 TOTE DOLLY DOLLY $ TOTE DOLLY __,,Y PICKUP e—m i T _e ATE STORAGE DOLLY DOLLY 946 l'-4" 2'-4„ NEW DOOR E.D.C. LEAF, REF. 5-A1 /n 9A 5 TOTE 6 TOTE DOLLY DOLLY 5 TOTE 6 TOTc DOLLY DOLLY $ TOTE 6 TOTE DOLLY DOLLY $ TOTE 6 TOit DOLLY DOLLY $ TOTE 6 TOTE DOLLY DOLLY 6 TOTE 8 TOTE DOLLY DOLLY B TOTE 6 TOTE DOLLY DOLLY N N 04 (V p 101 I I B PRINTER, STAND, AND OMS STATIONS. WALMART FURNISHED, VENDOR INSTALLED REF 1-A2.1 MGR STATION. PRODUCE WALMART FURNISHED, PREP VENDOR INSTALLED. STOCKROOM FLOOR PLA 7 REMOVE GONDOLAS FROM SALES FLOOR. FIELD VERIFY CURRENT GONDOLAS LOCATIONS. EMO PLAN REMOVE EXISTING RACKS REMOVE EXISTING STEAMER AND STAND. REPAIR FLOOR AND WALL TO MATCH ADJACENT. REMOVE EXISTING HAND SINK AND SANITIZING STATION. REPAIR FLOOR AND WALL TO MATCH ADJACENT. REMOVE EXISTING 3-COMP SINK. REPAIR FLOOR AND WALL TO MATCH ADJACENT. • UD V U O m O 0 0 0 •— 0 E Ui CD (0 CM OD CID OD 0 G. P=rnr- < in = i) ti L C, = o 6 Oo OD cm L ca0.)m CD o 5 E 0 0 "_ a� C CO co m' Ycm C O !q .� ca 0 Cc2 a0 0 y 0 W N 6� ZO W w rn <«oF_mwo -z 0 Of cwr 64!aWv_6!b8 Of < W f 19JWG19W om ILLaO< <37�d4WV0WW0OO mwoFm zU+ ~WWW OWdZZOZ �Z�O>Fz'g.Qa- !'Lg6 <o cor <Z ELZcnz yWjmW05ON Nw&Z wzLw3p�Vzal:3F- V1W0< W<�ZWKWWO ND��JIi<N<K0:< V) z < J W z O U 00 O O o 00 � In rr"� N a CD U O o Z0.4 LLJ O O � N w z ISSUE BLOCK CHECKED BY: RWO DRAWN BY: LMD/CRE PROTO: LCC PROTO CYCLE. 01 /31 /17 DOCUMENT DATE: 02/16/17 RECORD DRAWINGS NOTICE THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF SGA DESIGN GROUP. THIS ELECTRONIC DOCUMENT IS RELEASED FOR THE PURPOSES OF REFERENCE, COORDINATION, AND/OR FACILITY MANAGEMENT. THIS DRANANG SHALL NOT BE CONSIDERED FINAL OR COMPLETE UNLESS IT IS SIGNED AND SEALED BY THE ARCHITECT. �N' MARi'• �O • ' Q - * - O : 0 13 �. -,r AR96472 = 7 FLOOR PLANS AND DETAILSI SHEET: A 1 3 cn 0 r- 0 I In Z 0 1— U w 0 z Q V) z 0 Q > w J w c� z 0 m N Q I 0 U) 0 0 U U J I (o 0 0 a W N 0 0 r 0 a a� N w V) E o �n oN w V) U I co E 0 �a- o- 0 I a�i a N �- 0 �E _ o 1 �RlGHT �ELEVATION % J J 1 "=20'-O" F �J 10 REAR ELEVATI( "—on' not FRONT ELEVATION 1 20'-O" LEFT ELEVATION. 1 -20'-0" 6 NOT USED NTS 5 NOT USED NTS 15'- 4" 10'-7" WHITE PLASTIC LETTERS 1 PLASTIC LETTERS TO MATCH SW #6904 "GUSTO GOLD" �66.76 SF PAINT DOOR AND FRAME P126(U), REF 5-A1 FULL BED OF ML COMPONENT SEA PERIMETER OF C SIGN INSTALLED INSTALL LETTER PRIOR TO INSTAI BY SIGN INSTALL FLEX CONDUIT S WITH LETTERS 0 THROUGH ENTIRE BY SIGN INSTALL INDIVIDUAL PLAS ILLUMINATED CHI LETTERS BY SIGI INSTALL LETTER W/ SET SCREWS SIGN INSTALLER 2 A2 PRE MOLDED PIPE FLASHING. ATTACH PER ROOFING MFR RECOMMENDATIONS BY BUILDING GENERAL CONTRACTOR SEALANT ALL AROUND BY BUILDING GENERAL CONTRACTOR WATERPROOFING MEMBRANE OVER CMU CONTINUOUS UNISTRUT PROVIDED BY GENERAL CONTRACTOR. ATTACH AT 48" OC WITH 6x6 STEEL PLATE WITH (4) 1/2" MASONRY EXPANSION ANCHORS. SET PLATE IN FULL BED OF SEALANT. NOTE, UNISTRUT MAY BE ABOVE OR BELOW WIRE PENETRATION 4" X 4" JUNCTION BOX. ATTACH TO UNISTRUT BY BUILDING GENERAL CONTRACTOR LOCATE CONDUIT PENETRATION 4'-0" MAX FROM UNISTRUT. PROVIDE ONLY ONE ROOF PENETRATION FOR ALL WHIPS. LOCATE IMPACT ANCHORS AND WIRING/CONDUIT PENETRATIONS PER SIGN ATTACHMENT TEMPLATE PROVIDED BY WALMART SIGN ATTACHMENT 3 A 11 /2"=1' WATERPROOFING MEMBRANE BY BUILDING GENERAL CONTRACTOR FLEX CONDUIT SUPPLIED CONTINUOUS UNISTRUT. ATTACH AT 48" OC WITH 6x6 STEEL PLATE WITH LETTERS CONTINUOUS WITH (4) 1 /2" MASONRY EXPANSION ANCHORS. SET PLATE IN FULL THROUGH ENTIRE PARAPET BED OF SEALANT. NOTE, UNISTRUT MAY BE ABOVE OR BELOW WIRE BY SIGN INSTALLED PENETRATION BY BUILDING GENERAL CONTRACTOR 0 4" X 4" JUNCTION BOX. ATTACH TO UNISTRUT BY BUILDING GENERAL CONTRACTOR FULL BED OF MULTI- PRE MOLDED PIPE FLASHING. ATTACH PER ROOFING MFR COMPONENT SEALANT AT RECOMMENDATIONS BY BUILDING GENERAL CONTRACTOR PERIMETER OF CONDUIT BY SIGN INSTALLED INSTALL LETTER BACK PRIOR TO INSTALLATION BY SIGN INSTALLER 3/4" LIQUID TIGHT FLEXIBLE METAL CONDUIT BY BUILDING GENERAL CONTRACTOR SEALANT ALL AROUND BY BUILDING GENERAL CONTRACTOR ROOFING SYSTEM INDIVIDUAL PLASTIC LOCATE CONDUIT PENETRATION 4'-0" ILLUMINATED CHANNEL MAX FROM UNISTRUT. PROVIDE ONLY LETTERS BY SIGN SUPPLIER ONE ROOF PENETRATION FOR ALL WHIPS. LOCATE IMPACT ANCHORS AND INSTALL LETTER FACES WIRING/CONDUIT PENETRATIONS PER W/ SET SCREWS, TYP BY SIGN ATTACHMENT TEMPLATE SIGN INSTALLER PROVIDED BY WALMART 9 NOT USED NTS $ NOT USED NTS SIGN MOUNTING LOCATION (TYP) FIELD VERIFY EXACT LOCATIONS ROOF LINE JOIST BEARING ELEVATION LINE PICKUP 1 /4" = V-0" C&M 1 50-4fF 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 ELEVATIONSjk CENTER OF SIGNMV NOTE TO SIGN INSTALLED: 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. TING DIAGRAM 2'67 PAINT TRANSITION LINE c� CV N 20'-0" 2'-6" HIGH ILLUMINATED SIGN REF 4-A2.0 PAINT TRANSITION LINE EXISTING LIQUOR BOX 1 BUILDING PICKUP SIGNAGE 2'6 PREFERRED r SIGN ATTACHMENT C BUILDING SIDE ELEVATION n BUILDING FRONT ELEVATION Y �/z' _ 1'_0" 1 1/2'*=l'-O" �3)-2 �rWJ V V d7 0 C) 0 0 0 E O u') CO CO t M 00 CO 00 CU O ti Q — 00 N Lo t-- 00 V O — _ L It co CC) ci 0 :2 (LS O CA cn V 0 0 C C m L mt cu m 0)cm E o U) •y m U) 0 � N M :3 3 L tf F_ a 0 0 caco y U W o F r w � � ola w Z-*gFw Zyz X WI.- 0 'awUo<VU Of 0. cn v XT=Z3wo,w O aN z<mN�Ww>-zcn(x w o cr v, NhIaVOOF wz W wx Z QLD'W O 3WI�JWmJ-fn-wmz oZ F- ONZ—m 7V Z Q 9SiQ< nm!=wROwFW J QaNFDoQ=ZZLLmwoN cr C3om� w Obio - N WaWFZL"WgiW0�WWm cn N H z Q H J N z O U 00 0 0 0 0 0 � Ln N N CD U O O 0 Z o LiJ c4 ocv o cc N a w z ISSUE BLOCK CHECKED BY: RWO DRAWN BY: LMD/CRE PROTO: LCC PROTO CYCLE: 01 /31 /17 DOCUMENT DATE: 02/16/17 RECORD DRAWINGS NOTICE THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF SGA DESIGN GROUP. THIS ELECTRONIC DOCUMENT IS RELEASED FOR THE PURPOSES OF REFERENCE, COORDINATION, AND/OR FACILITY MANAGEMENT. THIS DRAWING SHALL NOT BE CONSIDERED FINAL OR COMPLETE UNLESS IT IS SIGNED AND SEALED BY THE ARCHITECT. 'C�•O FFC pR P.••' Mq � :Q 0. -33 :�y AR96472 ZC'� 7/17 BUILDING ELEVATIONS AND SECTION S SHEET: A 2 - ,u N Q I 0 co 0 0 U U J I co 0 r- O a a> N cfl O I,- 0 c- a a� N 41 41 E � o o m wY (n U 0� I � Ea -o 0,_ �n o_ I •aVi CL In oI' N 0 cD E 4-A2.1 0 PAINT 1 1/2- DIAMETER CONDUIT P131 OPTIONAL PRINTER Y�l•1►I�1�1 FOR SPACE TEMPLATE IN STORE PEDESTAL KIOSK ELEVATION 1 /2" = V—Orr I L El 2 0 1'-7�" 30x48 CLEAR SPACE IN STORE PEDESTAL KIOSK SPACE TEMPLA 1 1 /2"=1'- DRILLING TEMPLATE FOR FLOOR MOUNTED INTERIOR PEDESTAL KIOSK 12MM DIAMETER (6PLS) (0.472") NOTE: WHERE SUPPORT REACTIONS ARE GREATER THAN 100#. SUPPORTS MUST BE PLACED WITHIN 3" OF BOTTOM CHORD PANEL POINT OR JOIST REINFORCEMENT MUST BE INSTALLED. I JOIST 1'-0" MAX I I P1064 PLATE WASHER WITH STD HEX NUT TOP AND BOTTOM OPTIONAL MONITOR SUPPORT LOCATION ATTACHMENT BY MONITOR SUPPORT MANUFACTURER MONITOR SUPPORT BY OWNER JOIST P3001 UNISTRUT (INSTALL PERPENDICULAR TO JOISTS UP TO 45 DEGREES FROM PERPENDICULAR TO JOISTS) 1 /2" DIA A36 ROD MONITOR SUPPORT INSTALLED BY OTHERS ORDER READY BOARD SUPPORT BRACKET 3/4" = 1'-0" L 2 FACE OF EXISTING CMU WALL 17" FLAT TOUCH SCREEN PANEL FOR OMS SYSTEM INSTALLATION BY VENDOR \— 30x48 CLEAR SPACE —\ -1 J OMS FURNISHED BY WALMART INSTALLED BY 2-A2 1 OTHERS II I METAL STUDS BEYOND SPEAKERS FOR OMS SYSTEM 3/4" THICK PLYWOOD MIN. 1 STUD CAVITY WIDE ATTACHED TO EXISTING STUDS WITH (10) 10-24 WAFER HEAD TRAXX SCREWS 17" FLAT TOUCH SCREEN OMS SYSTEM DOUBLE DUPLEX OUTLET AND DATA OUTLET REF ELECTRICAL ORDER MANAGEMENT SYSTEM ORDER MANAGEMENT SYSTEM (OMS) WALL BLOCKING PLAN (1(OMS) WALL BLOCKING ELEVAT 1 1/2"=l'—O" C/WJ V U O m O— ull 0 0 0 E O ._ CCU CD CO co cM co 00 U \ CA I-- I O 00 A ii — 00 00 Q c/) — In to s_ 6 L 00 00 (D rr' cc m O cn V O O C ( W co co 0)cmY I_ c O (n ■� Qa) M 7 L � � a 0 0 c y U w IxI.-r w K 0 �Z.0 y� <t-woirm p w-Owwx25xX'>gTT N <VwLL a OLLYWZ2 < W2 z <i o 3Wew�IOOOZ0 Wq'o:Z Q z�uzw KON�dWwa6rr- rcaz(n 0_ OO 20: ZOW�C41wcxFuw cc Nw ZF-zt�a�omoix F- 4 ffi FS U 0-5-1 <twn<w.< Ul H z Q f— J N z O U % 0 O O o 0 0 � Ln N N ^Q O U 0 O o Z o Lu af c� O F-- o O W N w z as 0 ISSUE BLOCK CHECKED BY: RWO DRAWN BY: LMD/CRE PROTO: LCC PROTO CYCLE: 01 /31 /17 DOCUMENT DATE: 02/16/17 D DRAWINGS NOTICE THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF SGA DESIGN GROUP. THIS ELECTRONIC DOCUMENT IS RELEASED FOR THE PURPOSES OF REFERENCE, COORDINATION, AND/OR FACILITY MANAGEMENT. THIS DRAWING SHALL NOT BE CONSIDERED FINAL OR COMPLETE UNLESS IT IS SIGNED AND SEALED BY THE ARCHITECT. OF, F�oq �P•''� MARi'• �O .;C/) * 0• PICKUP DETAILS SHEET: A2.1 7/17 1N4 3 0 r 0 1 V) J_ Q w 0 z Q U) Z O Q w J w V7 z Q IL O z a U a I 0 r` 0 0 U U J 01 0 rl- a N / 0 0 r- 0 a 0 N d U) E C U)n D/ 0 to w� (n U I rn EQ �n 0 o I � a r-V) o N o ca E 0 BEGI STAI PIC8 1 19 1 /8"=1'-0" 13'-3 3/8" TO CANOPY Jk 9'-6rr NV BO CANOPY o'—o" FF EL 20'-0" CANOPY 01" 8 LIGHT MOUNTED TO STRUCTURE STEEL BEAMS & COLUMNS PREFINISHED BY VENDOR I SIGNAGE, WALMART PROVIDED, CONTRACTOR INSTALLED I CURVED FABRIC CANOPY ELEVATION — TENSILE STRENGTH CURVED FABRIC 1 /8"=1'-0" CANOPY ELE P14 0 r a 0 z Q U O I O N In uN 1 /8"=1'-Orr 19 72'-8" CANOPY TENSILE STRENGTH FABRIC STEEL COLUMN PREFINISHED BY VENDOR SIGNAGE, WALMART PROVIDED, CONTRACTOR INSTALLED, TYP TION —TENSILE STRENGTH CURVED FABRIC 74'-0" 8" 72'-8" CANOPY 8" 10'-0" 2'-0" TYP 12'-0" TYP 7 SP1.1 SIGNAGE WALMART PROVIDED, CONTRACTOR INSTALLED CANOPY STEEL I I i L ABOVE COLUMNS PREFINISHED I I BY VENDOR I I I I I ODO o° ooO pa¢f��lp OHO D° o0o Pu¢f��p I I ODO D° o0o Pa¢I up I I OHO D° ooO pu¢fk o� ODO D° o0o po¢I�r�� O� D° oo Pu¢I��� nnnnr�� nnnnn LOADING ZONE (IF APPLICABLE) SEE NOTES ON SITE PLAN PICKUP LANE STRIPING, PAINT P126 TYP Q I ------LIGHT MOUNTED TO STRUCTURE. CENTER BETWEEN COLUMNS, TYP _� STRIPING MATCH P5 \ PARKING STALL GRAPHIC, REF 13-SP1.1, TYP 2-A3 TENSILE STRENGTH CURBED FABRIC w U O 0') C7 - E G1 N Lo O CD CD O + In CD CD CD U L O CM OD OO \ _0 CA r� r- 7 QL Q 7 .- O (� � IDDn �DO 2 O a) O) ♦ ^R O O CO CD m V } O O CL .. N C m L CO C Ca L m 07 cm E � Y N .� L 0 m W fa CD 0 N M 7 .0 F- a 0 0 cm An y 0 w cry} w ?1oZzzwo a Z) N -C FFpirN Z of NK p Z<Z O � wF- Da'w �L]JWwVI<UU <6 ~w wm-Jwp_w OdN C n- Qy JZ-U, Na} NU VJIh�FowwWZWd'X Z < J\ W 0 V O w w w O 3 Wuesw�mawwwo pZOOZ H C9 Z\Q�OZO apZ� Q W'npO FwffiwmOrUZW3 aFsx�0D mO~www pO 0`0 Lnwaz -z L KJ S otrca�:U7 ��--WoD00-^o2(n��� U) I-_ z: Q H J V7 Z O U 00 >_ cm 134 o 00 aI� N N a ^ CO CD U O o Z o A--r' Lu c O cQ co N a w z 0 ti ISSUE BLOCK CHECKED BY: RWO DRAWN BY: LMD/CRE PROTO: LCC PROTO CYCLE: 01 /31 /17 DOCUMENT DATE: 02/16/17 CORD DRAWINGS NOTICE THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF SGA DESIGN GROUP. THIS ELECTRONIC DOCUMENT IS RELEASED FOR THE PURPOSES OF REFERENCE, COORDINATION, AND/OR FACILITY MANAGEMENT. THIS DRAWING SHALL NOT BE CONSIDERED FINAL OR COMPLETE UNLESS IT IS SIGNED AND SEALED BY THE ARCHITECT. O F Ft O �M,q�,7 �9 pQ1` 92 • ; v'_'j — — 00 • AR96472 Z tn'•, J G�;�G 7/17 CANOPY PLANS, ELEVATIONS AND DETAILS I HEET: A 3 O❑ -- — ------- DISCONNECT AND REMOVE MIXING HOSE BIBB AND CAP 1 WATER PIPING BEHIND 1J FINISHED WALL. CAP DRAIN WITH GAS — J TIGHT PLUG AND f ................. REPLACE GRATE WITH _.... SEALED SOLID COVER. ., DISCONNECT ANDI i'II REMOVE MIXING HOSE III x� II BIBB AND CAP WATER PIPING BEHIND FINISHED WALL. --��, i® FD ETR FD ETR DISCONNECT AND REMOVE 3-COMP SINK WITH DISPOSER AND HAND SINK. REMOVE AND CAP WATER AND WASTE PIPING BEHIND FINISH WALL. FS ETR 2 CAP DRAIN WITH GAS TIGHT PLUG AND REPLACE GRATE WITH SEALED SOLID COVER. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ......................... ........... ---- ............. .. ..... . . ... ........................ .................. ................... . .. ..................f•' . ;�"� 3 '^pie z / : s �� ,:.$ E ' • Y ,.>,s,"• m ••m.�,..i./•.ry:,�. .,•,.,,. m :. ...$ H - - - - - . . . . . . . . . . . . . . . ......... � - y..,•.L,,...', �S- —�' '.vim �• # '#' '• � ,/,r � ...... . . . . . . --- ........... . . . . . . s ssw�c ✓%/✓xtl I I I I I I I I I# a 51 I y, y s THIS ITEM HAS BEEN `w s f ELECTRONICALLY SIGNED AND q.,.: SEALED BY SEAN O. EISLER k Y, S &� f" ;i > ON THE DATE LISTED BELOW A, GaHr / s n USING A DIGITAL SIGNATURE. r I" PRINTED COPIES OF THIS 3rrxy I I I I I f I I I I I I DOCUMENT ARE NOT ...E /�z,'- r _ -�- -�- I -�- -�- - -�-�- SEALCONSIDEREDSIaNEI AND 1 SEALED AND THE SIGNATURE Nq Hd I I I I I 1 I I I I MUST BE. VERIFIES] ON ANY x : : yf rrrs rss ELECTRONIC COPIES. £ £ % y / %t �f `%.• % .... .tf.(k ......... ......C�ifN..i''lt..Gt%.✓t% 1 1 1 1 �.,,.c , ui ' 3r l ar m.. .,,::..: , . , _ � Feb 16 2017 # #: Pi &-- u i, xs a ' i I: # w t''J. 3 .. € 1 s •- % 3 �� g I ;€� g: `j # � ;� d #�. & �" y, �t� sr � I ''' 'aG � y'i' / tY � yi,,`c�: �~' � � 'c. .::::.n.,,: ., <....:. �•: # c r y }.,I yvi.:i.�l.ZM,PAYdNh.P:'S9'H'M9�rmi I I z� I % I s r ... •� ' I �°' I "f y KEY PLAN- 1/64#'=l'—O" W W W p Ow V1 OW95 oto jE FWZ I-- ?w� Wa3 W p Ftn� QSV jppJ of <a �1-0 w rwj Zz<wiw 0 oozeiE OwpZ Q Q liJw WXFc=oo amOisLL OZ=3LLI I.- U JPQa�0 3t5e0woom WZI--Q w aJ p� W Zgm~NZNOVsW��w OO�0 QOOUmJy—V _ZZ�-} Z U U. U W w Uw 0¢-W NNO<g,D - dZ*- KVWwwZKWm< OU m' pR 6.Ow G. d w p 6.75 =y .40 � o o Ln H� W �O zo �Y � C • NON r c—n FO Z l"Z f i e WW J mod I— M co a V Z 0 V 0 ~ U 00 C► O 0 00 0-4 Ln a -� N -.14 C,4 U � O � a O z o �i LL_I c 0 Iz 0 N O cc V a w z Pq O ISSUE BLOCK CHECKED BY: LC DRAWN BY: DIN PROTO: LCC PROTO CYCLE: 12/30/17 DOCUMENT DATE: 02/16/17 0. No.68921 # :r STATE OF , SEAN 0. EISLER LICENSE # 68921 PARTIAL PLUMBING PLANS GENERAL NOTES ELECTRICAL SYMBOLS LEGEND 10.28.16 (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) ES06 GENERAL POWER NOTES 20A WIRE SIZING SCHEDULE 10.28.16 EN08 SYMBOL DESCRIPTION 1. FURNISH AND INSTALL ALL MATERIALS, EQUIPMENT, AND LABOR, FOR A COMPLETE INSTALLATION IN ALL RESPECTS, READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH / LIGHT FIXTURE (WALL MOUNTED/CEILING MOUNTED) LIGHT FIXTURE NEC, NESC, STATE, AND LOCAL CODES, AND MANUFACTURER'S RECOMMENDATIONS. PAY ALL NECESSARY FEES AND PERMITS. LIGHT FIXTURE A. NO CIRCUITRY SHALL BE ALLOWED TO BE ROUTED ACROSS THE ROOF OR THE EXTERIOR SIDE OF THE EXTERIOR EMERGENCY LIGHT LIGHT FIXTURE WALLS. B. ALL EQUIPMENT SHALL BE UL LISTED WHERE APPLICABLE. NIGHT LIGHT 0 ENCLOSED COOLER/FREEZER LIGHT C. ARRANGE ALL WORK TO MINIMIZE DISRUPTIONS TO STORE OPERATIONS. COORDINATE ALL DISRUPTIONS WITH WALMART CONSTRUCTION MANAGER AND STORE MANAGER. TRACK LIGHTING D. CONTRACTOR SHALL VERIFY ALL WALL FINISH THICKNESSES BEFORE INSTALLING BOXES. FURNISH AND INSTALL EXTENDED BOXES OR BOX EXTENDERS WHERE REQUIRED. ® EXIT FIXTURE (WALL MOUNTED CEILING MOUNTED) E. CONTRACTOR SHALL VERIFY THAT ALL AFFECTED EMERGENCY FIXTURE PANELBOARDS HAVE CIRCUIT BREAKER KNOCKOUTS PROPERLY COVERED AND THAT ALL TRIM IS IN GOOD $ SWITCH, SINGLE POLE CONDITION, ALLOWING NO ACCESS TO LIVE PARTS. $3 SWITCH, 3-WAY 2. PROVIDE SEALS AT RACEWAY PENETRATIONS AS FOLLOWS: A. FIRE RATED WALLS: SEAL PER SPECIFICATIONS FOR FIRE STOPPING. $4 SWITCH, 4-WAY B. NEUTRALIZATION AREA: SEAL PER MECHANICAL DETAIL. $K SWITCH, KEYED C. FREEZER/COOLER BOXES: SEAL WITH EXPANDING FOAM SEALANT. $D SWITCH, DIMMER D. EXTERIOR: REFER TO ARCHITECTURAL DOCUMENTS FOR SEALING REQUIREMENTS AT ALL EXTERIOR MOUNTED $VS SWITCH, VARIBLE SPEED DEVICES, FIXTURES, ENCLOSURES, AND RACEWAY PENETRATIONS. 3. PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR (SIZE PER NEC) IN PVC TYPE CONDUIT, POWER CIRCUITS, $M SWITCH, MANUAL MOTOR ISOLATED GROUND CIRCUITS, OR AS SHOWN ON PLANS. CONDUIT SHALL BE SIZED PER NEC BASED ON THWN 600 $OS SWITCH, OCCUPANCY SENSOR VOLT COPPER SINGLE CONDUCTORS, PLUS THE EQUIPMENT $$Og SWITCH, BI-LEVEL OCCUPANCY SENSOR GROUNDING CONDUCTOR. 4. WIRING DEVICES: DEVICE MOUNTING HEIGHTS ARE FROM OS R ❑/ CEILING OCCUPANCY SENSOR AND ASSOCIATED RELAY FINISHED FLOOR TO CENTER OF OUTLET BOX UNLESS NOTED OTHERWISE ON PLANS. COORDINATE THE STANDARD MOUNTING HEIGHTS WITH MASONRY: A. SWITCHES +44" RECEPTACLE, DUPLEX B. RECEPTACLES +20" C. VOICE/DATA +20" � RECEPTACLE, DUPLEX, MOUNTED HORIZONTALLY 5. WIRING SHALL INCLUDE FINAL CONNECTION TO ALL EQUIPMENT IN CONFORMANCE WITH EQUIPMENT SUPPLIER WIRING RECEPTACLE, DOUBLE DUPLEX DIAGRAMS. RECEPTACLE, DUPLEX ISOLATED GROUND 6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE PANELBOARD IDENTIFICATION SCHEDULES FOR PANELBOARDS RECEPTACLE, DOUBLE DUPLEX, AFFECTED BY REMODEL. 7. NEW OVERCURRENT PROTECTIVE DEVICES INSTALLED IN EXISTING PANELBOARDS OR DISTRIBUTION BOARDS SHALL ISOLATED GROUND n RECEPTACLE, SIMPLEX TWIST LOCK, MATCH THE TYPE AND AIC RATING OF EXISTING OVERCURRENT `Y L5-15R, UNO RECEPTACLE, SIMPLEX TWIST LOCK, PROTECTIVE DEVICES. 8. BRANCH CIRCUIT CONDUCTORS SHALL BE MINIMUM #12 AWG ISOLATED GROUND, L5-15R, UNO RECEPTACLE, DUPLEX TWIST LOCK, UNLESS NOTED OTHERWISE IN SCHEDULES. WHERE 20A BRANCH CIRCUITS HAVE #8 AND LARGER WIRE SPECIFIED, #10 L5-15R, LINO AWG WIRE SHALL BE USED FOR THE FINAL CONNECTION (15-FT MAXIMUM). RECEPTACLE, DUPLEX TWIST LOCK, ISOLATED GROUND, L5-15R, UNO RECEPTACLE, SPECIAL 9. WHERE BRANCH CIRCUITS ARE GROUPED, SIZE CONDUIT AND DERATE CURRENT CARRYING CONDUCTORS PER NEC. RECEPTACLE, SIMPLEX 10. PROVIDE UL LISTED HANDLE TIES ON ALL MULTIWIRE BRANCH CIRCUITS PER NEC REQUIREMENTS. 11. SUPPORTS FROM STRUCTURE: NO ATTACHMENT OF ANY TYPE RECEPTACLE, PLUG -MOLD SHALL BE MADE TO BRIDGING OR JOIST WEB MEMBERS. UTILIZE ONLY THE TOP AND BOTTOM CHORDS FOR SUPPORTING THE ELECTRICAL SYSTEM INSTALLATIONS. O JUNCTION BOX (WALL MOUNTED/CEILING MOUNTED) Q JUNCTION BOX, ALARM SYSTEM (WALL MOUNTED/CEILING MOUNTED) 12. DEVICES SHOWN ON COOLER/FREEZER PANELS SHALL BE SURFACE MOUNTED UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL DOCUMENTS FOR CONDUIT INSTALLATION AND SEALING REQUIREMENTS. ® ALARM JUNCTION BOX, FOR REMOTE TEST/RESET 13. ONLY FEEDER CIRCUITS NOTED ON THE ONE LINE DIAGRAM (WALL MOUNTED/CEILING MOUNTED) EQUIPMENT CONNECTION POINT (PROVIDED WITH EQUIPMENT) AND BRANCH CIRCUITS NOTED BY LEGEND SHALL BE INSTALLED UNDER SLAB. ALL OTHER FEEDER AND BRANCH CIRCUITS SHALL BE INSTALLED OVERHEAD. PROVIDE EXTERIOR COATED GRC BENDS ON ALL CONDUIT RUNS THAT HAVE 45 O, NON -FUSED DISCONNECT DEGREE BENDS OR GREATER. REF SPECIFICATIONS. 14. SEISMIC ZONE REQUIREMENTS: PROVIDE EXPANSION COUPLINGS 01 FUSED DISCONNECT AND BRACING FOR ELECTRICAL EQUIPMENT AS REQUIRED BY LOCAL CODES. SVATCHmIS TRAVELERN�TRAL CIRCUIT, CONCEALED IN WALLS OR CEILING, E INDICATES EXISTING 15. EXISTING ELECTRICAL AND ALARM: ",ND WIRING CIRCUIT, CONCEALED IN FLOOR SLAB, A. WHERE DEMOLITION OR NEW CONSTRUCTION INTERRUPTS EXISTING ELECTRICAL CIRCUITS FEEDING EXISTING"� E INDICATES EXISTING WIRING EQUIPMENT, DEVICES, OR LIGHTING TO REMAIN, BUT NOT CIRCUIT, EXPOSED, SHOWN ON DRAWINGS, PROVIDE LABOR AND MATERIALS TO E INDICATES EXISTING WIRING REWORK CIRCUITRY, AS REQUIRED, TO MAINTAIN EXISTING OPERATION. = FLUSH MOUNTED PANELBOARD B. IF DEMOLITION OR NEW CONSTRUCTION WILL DISRUPT EXISTING UNDERGROUND SERVICES (ELECTRICAL, SURFACE MOUNTED PANELBOARD TELEPHONE, PARKING LOT LIGHTING CIRCUITRY, ETC.) PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO -/-d/- VOICE/DATA, REROUTE, SLEEVE, OR OTHERWISE REWORK THESE SERVICES v d = DATA ONLY, v = VOICE ONLY TO MAINTAIN THEIR EXISTING OPERATION. C. EXERCISE CAUTION AROUND ALARM AND SECURITY CABLES Q LOW VOLTAGE CABLE BOX FOR OTHER DURING DEMOLITION AND CONSTRUCTION. PROTECT ALARM AND SECURITY CABLES FROM ACCIDENTAL DAMAGE SO ® VOICE/DATA, FLUSH FLOOR THAT SYSTEMS REMAIN OPERATIONAL AT ALL TIMES. D. DISPOSE OF ALL REMOVED MATERIALS, UNLESS OTHERWISE MOTOR NOTED. 16. EXISTING ELECTRICAL DEMOLITION: 0 TELEPOWER POLE A. GENERAL: REMOVE OR RELOCATE EXISTING ELECTRICAL EQUIPMENT CONDUIT, AND CONDUCTORS AS INDICATED ON PUSH BUTTON THE DRAWINGS, OR ONLY AS REQUIRED BY DEMOLITION. REMOVE ALL PANELBOARDS, DISCONNECT SWITCHES, BOXES, RELAYS, TIME SWITCHES, LIGHTS, DEVICES, ETC., WHICH u 6 BUZZER WILL NOT BE REUSED. B. SALES FLOOR: REMOVE UNUSED POWER DROP CONDUIT, O SMOKE DETECTOR CONDUCTORS AND RELATED DEVICES SERVING SALES AREA ENERGY MANAGEMENT GONDOLAS BEING RELOCATED OR REMOVED. EXISTING O TEMPERATURE SENSOR CONDUIT AND CONDUCTORS MAY BE REUSED FOR NEW POWER DROPS WHERE SIZE, RATING, AND CONDITION MEET O THERMOSTAT REQUIREMENTS INDICATED ON PLANS AND ALL U.L. FIC1 TIME CLOCK RATINGS. REMOVE ALL UNUSED CONDUIT AND CONDUCTORS BACK TO POINT OF ORIGIN WHENEVER FEASIBLE AND RELABEL DEMOLISHED CIRCUITS AS "SPARE". PROVIDE HANDLE DEVICE TO LOCK "SPARE" CIRCUIT ABBREVIATIONS BREAKER IN THE "OFF" POSITION. a, b, c LOWER CASE LETTERS INDICATE HD HAND DRYER SWITCHING CONFIGURATION IG ISOLATED GROUND C. CONDUIT AND WIRING TO BE ABANDONED IN CEILING AFC ABOVE FINISH COUNTER IRC INTER -REGISTER SPACES AND OTHER NON-PUBLIC AREAS (I.E., THROUGH AFF ABOVE FINISH FLOOR COMMUNICATION STOCKROOM AREA): CUT WIRING LOOSE AND REMOVE AFG ABOVE FINISH GRADE ISP IN-STORE PROCESSOR FROM RACEWAY(S), LEAVING RACEWAY(S) IN PLACE. C CONDUIT LCU LIGHTING CONTROL UNIT CONDUIT TO BE ABANDONED IN WALLS OR FLOORS SHALL BE REMOVED BACK TO FINISHED SURFACE AND CAPPED INSIDE. REPAIR SURFACE(S) TO MATCH ADJACENT. CCT CIRCUIT K KEY OPERATED CF CEILING/CIRCULATION FAN N NEUTRAL D DATA NTS NOT TO SCALE EC ELECTRICAL CONTRACTOR P WITH PILOT LIGHT D. ALL CIRCUIT BREAKERS SERVING BRANCH CIRCUITS TO BE EF EXHAUST FAN RH RADIANT HEATER ABANDONED OR REMOVED SHALL REMAIN IN RESPECTIVE EP EXPLOSION PROOF RC REFRIGERATION PANELBOARD FOR FUTURE USE, UNLESS NOTED OTHERWISE ETR EXISTING TO REMAIN CONTRACTOR ON DRAWINGS. PROVIDE HANDLE DEVICE TO LOCK "SPARE" EWC ELECTRIC WATER COOLER SC SECURITY CAMERA CIRCUIT BREAKER IN THE "OFF" POSITION. FUT FUTURE SF SUPPLY FAN E. DEMOLISHED FLUORESCENT LIGHT FIXTURES: REFER TO SELECTIVE SITE DEMOLITION SPECIFICATION FOR GR GROUND TR TAMPER RESISTANTGFEP GROUND FAULT EQUIPMENT TYP TYPICAL PROTECTION WH WATER HEATER DISPOSAL OF LIGHT FIXTURE. GFI GROUND FAULT CIRCUIT WP WEATHERPROOF F. BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. INTERRUPTER WR WEATHER RESISTANT GF GABLE FAN UH UNIT HEATER LINO UNLESS NOTED OTHERWISE 17. ETHERNET CABLE: A. FURNISH AND INSTALL JUNCTION BOXES AS SHOWN ON PLANS. PROVIDE CONDUIT AS REQUIRED BY LOCAL CODES AND/OR ORDINANCES. B. ETHERNET CABLE IS FURNISHED BY OTHERS. C. ELECTRICAL CONTRACTOR SHALL INSTALL CABLE IN POWER POLES. D. ELECTRICAL CONTRACTOR SHALL INSTALL OTHER CABLE AS DIRECTED BY WALMART CONSTRUCTION MANAGER. 0 ^-----------------------.1 I I I I I I I I I I I I I I I I I I I I I I I 16.492 CHECKOUTS AND COOLERS I I I I I I I I I ( I I I I r I 1 EXISTING WALMART CVTCDIf1D CIrA1 01 30.14 EN02 1 • TELEPOWER POLE(S): MOUNT JUNCTION BOX(ES) TO TOP SIDE OF BOTTOM CHORD OF BAR JOIST. INSTALL FURNISHED PRE -WIRED POWER POLE AND TERMINATE PROVIDED FLEXIBLE CONDUIT AND WIRING TO JUNCTION BOX. PROVIDE UNISTRUT SUPPORTS AND HARDWARE TO SECURE TELEPOWER POLE PLUMB TO BUILDING STRUCTURE. 2. PROVIDE LIQUID -TIGHT FLEXIBLE METAL CONDUIT AND WIRING FROM DISCONNECT SWITCH OR JUNCTION BOX TO EQUIPMENT KNOCKOUT OR ELECTRICAL CONNECTION POINT. 3. WHERE EQUIPMENT NAMEPLATE PROTECTIVE DEVICE RATING DIFFERS FROM SIZE PROVIDED, CHANGE OUT BRANCH CIRCUIT WIRING AND OVERCURRENT DEVICE TO APPROPRIATE RATING PER NEC. 4• ELECTRONIC FIRE PROTECTION/SECURITY ALARM BOXES AND CONDUITS SHOWN ON POWER PLANS SHALL BE PROVIDED UNDER THIS CONTRACT. IN ADDITION, UNLESS NOTED OTHERWISE, THE FOLLOWING GENERAL NOTES APPLY: ALL ALARM JUNCTION BOXES SHALL BE 4"X4"X2-1 /8" MINIMUM. B. ALARM RACEWAYS SHALL BE 3/4" MINIMUM WITH PULL WIRE AND INSULATING BUSHINGS AT END OF VERTICAL RACEWAY RUN. C. VERTICAL RACEWAYS FROM ALARM BOXES SHALL BE EITHER CONCEALED INSIDE WALL OR SURFACE MOUNTED (TO MATCH JUNCTION BOX MOUNTING). ALL VERTICAL RUNS SHALL BE TURNED 90-DEGREES AT TOP SIDE OF BOTTOM CHORD OF BAR JOIST AND EXTENDED HORIZONTALLY TO A LOCATION ACCESSIBLE BY VERTICAL FLOOR TYPE LIFT. 5. UPON COMPLETION OF ELECTRICAL INSTALLATION AND PRIOR TO ENERGIZING CIRCUIT: A. INSPECT WIRE AND CABLE FOR PHYSICAL DAMAGE. B. PERFORM CONTINUITY TEST. C. VERIFY PROPER PHASING CONNECTION TO ALL THREE PHASE MOTOR LOADS. POWER DROP NOTES 1. POWER DROPS WILL BE IDENTIFIED BY AN IPTV TAG OR POWER TAG, I.E. 44A, 46E, ETC. ALL CHECKOUT POWER SHALL BE CONSIDERED POWER DROPS. 2. A REVISION OF THIS PLAN BASED ON THE FINAL MERCHANDISE LAYOUT MAY BE ISSUED TO SHOW FINAL LOCATIONS FOR THE POWER DROPS. IF THE MERCHANDISE PLAN DOES NOT CHANGE, THIS PLAN WILL NOT BE REISSUED. PROVIDE CIRCUITRY TO DISPLAY RACKS AS THE RACKS ARE SET. IN ADDITION, THE FOLLOWING POWER DROP NOTES APPLY: A. THERE WILL BE NO ADDITIONAL CHARGE FOR DROP RELOCATION WITHIN POWER DROP ZONES DEFINED ON DRAWING. B. AT CLOSE OF PROJECT THE GENERAL CONTRACTOR AND CONSTRUCTION MANAGER SHALL REVIEW ADDITIONAL OR DELETED POWER DROPS WITHIN EACH ZONE TO VERIFY ANY ADDITIONAL CHARGES OR CREDITS THAT APPLY DUE TO CHANGES. C. ADDING OR SUBTRACTING A POWER DROP TO ANY ZONE WILL RESULT IN A CHARGE OR CREDIT ACCORDING TO SPECIAL CONDITIONS. EN01 a 3. PROVIDE JUNCTION BOX AND CIRCUITRY TO NEAREST JOIST ABOVE LOCATION SHOWN ON DRAWING. EXTEND CONDUIT AND CIRCUITRY FROM JUNCTION BOX TO ENDCAP OF DISPLAY RACK (AWAY FROM ACTION ALLEY). 4. PROVIDE CONDUIT, RECEPTACLE(S) AND FINAL CONNECTIONS AT DISPLAY RACK SHELVING PER POWER DROP SCHEDULE UNLESS NOTED OTHERWISE ON DRAWING. VERIFY EXACT HEIGHT AND LOCATION OF RECEPTACLE(S) WITH STORE PLANNING SET-UP SUPERVISOR PRIOR TO INSTALLATION. 5. POWER DROPS FED FROM TRACK BUSWAY: INSTALL PLUG-IN UNIT IF REQUIRED ON TRACK BUSWAY AT POINT NEAREST TO POWER DROP(S) NOTE: RECEPTACLES, SWITCHES, DATA BOXES AND THEIR CORRESPONDING COVER PLATES SHALL BE WHITE NYLON. POWER DROP SCHEDULE NO. I DESCRIPTION PD2 MOUNT RECEPTACLE(S) ON BASE OF DISPLAY UNIT(S) PD3 PROVIDE DIRECT CONNECTION TO EQUIPMENT ALL WIRE SIZES SHOWN ON PANEL SCHEDULES ARE INTENDED TO BE MINIMUM ACCEPTABLE WIRE SIZE. THE FOLLOWING SCHEDULE IS TO BE USED TO SIZE WIRE FOR 20 AMP CIRCUITS (120 AND 277 VOLT). LENGTHS (IN FEET) ARE INTENDED TO BE MAXIMUM. 120 VOLT #12 #10 #8 #6 1-5 AMPS 200 FT. 325 FT. 490 FT. 770 FT. 6-10 AMPS 100 FT. 160 FT. 245 FT. 385 FT. 11-15 AMPS 1 70 FT. 110 FT. 1 165 FT. 1 255 FT. 277 VOLT #12 #10 #8 #6 1-5 AMPS 480 FT. 760 FT. 1170 FT. 1865 FT. 6-10 AMPS 240 FT, 380 FT. 585 FT. 930 FT. 11-15 AMPS 160 FT. 250 FT. 390 FT. 620 FT. 1lt01to 11.19.10 EN09 ARRANGE ALL WORK THAT REQUIRES POWER INTERRUPTIONS TO THE STORE TO BE ACCOMPLISHED AFTER NORMAL STORE BUSINESS HOURS. NOTIFY THE STORE MANAGER AND THE WALMART CONSTRUCTION MANAGER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL STORE POWER INTERRUPTIONS. STORE MANAGER MUST ALLOW FOR POWERING DOWN OF COMPUTER SYSTEMS, MOVING AFFECTED PRODUCT, MODIFICATION OF WALMART AFTER-HOURS WORK SCHEDULES, COORDINATION WITH OTHER TRADES, AND OTHER CRITICAL SCHEDULING CONCERNS. PROVIDE TEMPORARY POWER AS REQUIRED. INSTALLATION OF NEW EQUIPMENT SHALL BE COMPLETED AND THE POWER SYSTEM TESTED AND RE -ENERGIZED PRIOR TO START OF BUSINESS THE FOLLOWING MORNING NO LATER THAN A TIME ESTABLISHED BY THE STORE MANAGER AND THE WALMART CONSTRUCTION MANAGER. 16.125 16.131 ��IAfa 16.411 16.414 16.470 Eaq 16.902 ELECTRICAL KEYNOTES EXISTING LIGHT FIXTURES TO REMAIN UNLESS NOTED OTHERWISE. CONNECT TO EXISTING CIRCUIT. E.C. SHALL VERIFY PRIOR TO ROUGH -IN THAT EXISTING CIRCUIT HAS SPARE CAPACITY TO ACCOMMODATE ADDITIONAL LOAD. AUTOMATIC DOOR OPERATOR: VERIFY LOCATION WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION. ALL CONDUIT AND WIRING SHALL BE CONCEALED AT MAIN ENTRANCE DOORS. PICKUP KIOSK: MOUNT JUNCTION BOX AT STRUCTURE AND ROUTE 1-1/2" CONDUIT FROM STRUCTURE TO KIOSK TERMINATION COMPARTMENT. EXTEND CONDUCTORS IN 1 /2" FLEXIBLE METAL CONDUIT ROUTED WITHIN THE 1-1/2" CONDUIT TO MAINTAIN NEC REQUIRED SEPARATION OF POWER AND DATA. COORDINATE LOCATION WITH KIOSK INSTALLER PRIOR TO ROUGH -IN. ORDER READY BOARD: MOUNT JUNCTION BOX AT STRUCTURE. AFTER INSTALLATION OF DROP POLE AND TV COMPONENT TRAY, EXTEND CONDUCTORS IN 1/2" FLEXIBLE METAL CONDUIT ROUTED WITHIN DROP POLE TO TV COMPARTMENT TRAY TO MAINTAIN NEC REQUIRED SEPARATION OF POWER AND DATA. PROVIDE 120V 20A DUPLEX RECEPTACLE AND FINAL TERMINATION AT TV COMPONENT TRAY. FURNISH AND INSTALL NEW 20 AMP, 120 VOLT CIRCUIT(S). FEED FROM PANELBOARD AS INDICATED. PROVIDE 20A-1 P CIRCUIT BREAKER IF NEEDED. E.C. SHALL MATCH MANUFACTURER, TYPE AND AIC RATINGS OF EXISTING CIRCUIT BREAKERS. E.C. SHALL VERIFY PRIOR TO ROUGH -IN THAT EXISTING PANELBOARD HAS SPARE CAPACITY TO ACCOMMODATE ADDITIONAL LOAD. E.C. SHALL COORDINATE WITH GENERAL CONTRACTOR AND ARCHITECTURAL DEMOLITION PLANS THE EXTENT OF ELECTRICAL DEMOLITION. REMOVE CONDUITS AND WIRES ALL THE WAY BACK TO ORIGINATING JUNCTION BOXES OR PANELBOARDS. DEMOLITION SHALL NOT AFFECT ACTIVE CIRCUITS. LABEL DEMOLISHED CIRCUITS) IN PANELBOARDS AS "SPARE". COORDINATE EXACT REQUIREMENTS WITH EXISTING CONDITIONS PRIOR TO BID. EXTERIOR SIGN POWER: WHERE ELECTRICAL CONNECTIONS FOR SIGNAGE OCCUR BELOW ROOF LINE, MOUNT JUNCTION BOX(ES) TO WALL AT SIGN CONNECTION POINT AND PROVIDE 3/4" CONDUIT TO CONTROL BOX FOR LOW VOLTAGE WIRING (INSTALLED BY OTHERS). REFER TO ARCHITECTURAL DRAWINGS FOR EXACT SIGN LOCATIONS) PRIOR TO INSTALLATION. WHERE ELECTRICAL CONNECTIONS FOR SIGNAGE OCCUR ABOVE ROOF LINE, PROVIDE UNISTRUT TO MOUNT JUNCTION BOXES TO BACK SIDE OF PARAPET AND PROVIDE 3/4" CONDUIT TO CONTROL BOX FOR LOW VOLTAGE WIRING (INSTALLED BY OTHERS). PROVIDE ONLY ONE PENETRATION THROUGH THE ROOF. REF ARCHITECTURAL EXTERIOR WALL SECTIONS AND SIGN ATTACHMENT FOR ROOF AND PARAPET PENETRATION REQUIREMENTS. i- — — �, I I - n 1 ¢ : i .f �l .......c. f..f $.,.. �... r rn ly ,/.: �r. I ••,:.;i. r j -1 - 1 - T� E..T."�». • .. ...... . . . . : : ::. I�•vx, x��F Is f I 5 s 'ate I:�,..d�.:�::�r, :�se�is.-�<�i;�.<.tu.::�'::::�✓:!,� I I I I I I I I I I�.. � ^^ I�� s i '�€ W.Fj I+ H� 11 e• � r ................ . . . . . . . r :� z 's i • .... i.....r::�vf�<,xra�iahes�?�✓��.�.... I I I I I I I I ( I I KEY PLAN- 1/64"=l'-Olt EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT HIMSELF WITH THIS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING HIS WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. W C NI-ZW F-o<N N 0W yOW� ON M2 ZW~ UF� Z � a < � <a o�ooN=�<�W �yZzacJaWicFio=o Ii a- J aOFZ�� >WFI- yc� Nnwa�Xv�w$�<r Z O30 �44ll �z �< Zfa!! adow. F(n��0w zo J� �I`�.RFrN2ycoi a o 0 oo=QWo�WazWm _ NWdZr9OWw00a,0>- �Dkid o�iamzaawoax *y o o o H� O N m ... Wz V1 N CI V N QzaN Z W c P2 W N ^OX FQ M Z r V 0 U O 0 � O O o 00 a -� � N N U 0 CD O � � O 0 �i LIJ o cat O o 0 N W GQ z Oq 0 ISSUE BLOCK CHECKED BY: HLW DRAWN BY: WN PROTO: LCC PROTO CYCLE: 12/30/17 DOCUMENT DATE: 02/16/17 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY VINCENT G. MASIL€ONIS ON THE DATE LISTED BELOW USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIER ON ANY ELECTRONIC COPIES. Feb 1.5 2017 V►NCENT G. MASILIONIS LICENSE # 68913 Feb 15 2017 POWER PLAN 1 LIT SIGNAGE LIGHTING FIXTURE SCHEDULE NUMBER MANUFACTURER FURNISHED BY CATALOG NUMBER VOLTS VA LAMP (PHILIPS/GE) MOUNTING DESCRIPTION ORDER NUMBER (LP) QTY C COOPER CONTRACTOR ASYX DP-S-3-OD-U-W-L40-1-UNV-WHITE-C-36-STD 120/277 158 INTEGRAL LED I - PENDANT DUAL HEAD LED CANOPY PENDANT 1 (D ----------------------------- H1P1-4 BUILDING ENTRY POINT FOR CANOPY LIGHTING POWER. TRANSITION CONDUITS FROM UNDERGROUND UP EXTERIOR WALL TO 8" ABOVE FINISHED FLOOR. PENETRATE THROUGH EXTERIOR WALL AND RUN VERTICALLY TO ABOVE BAR JOIST. G- - - - - - - - - - - - - - - - - - - - - - - - - - .I ...., ...,. ...., .......:# FUSED -SWITCH AND TRANSFORMER SHALL BE STACKED AND MOUNT ON NON -CUSTOMER FACING SIDE OF CANOPY LIGHTING. COORDINATE LIGHT CANOPY COLUMN WITH TOP OF SWITCH:= FIXTURE LOCATIONS AND CONNECTION NOT EXCEEDING 48" AFG. INTERCEPT POINTS WITH CANOPY MANUFACTURER WIRING AT LIGHT POLE AND ROUTE DRAWINGS. MAKE FINAL CONNECTIONS UNDERGROUND TO CANOPY. PROVIDE AT ALL CANOPY LIGHT FIXTURES. LABEL OF LOAD SERVED. ..........., . ".," "."_................................... PROVIDE GROUND RODS PER SPECIFICATIONS. GROUND RODS SHALL PROVIDE TOGGLE SWITCH WITH BE BONDED TO CANOPY STEEL STRUCTURE WITH #6 COPPER WIRE LOCKABLE WP COVER FOR EQUIPMENT WITH EXOTHERMIC WELD. DISCONNECTING MEANS. MOUNT AT » .w 40" AFF ON CANOPY COLUMN. ,xA .. COORDINATE ALL CONDUIT ROUTING (TRENCH PROVIDE LABEL OF LOAD SERVED. "»:: ROUTING WHEN REQUIRED) AND EQUIPMENT ......... ENTRIES WITH WALMART CONSTRUCTION j MANAGER, GC, AND EQUIPMENT MANUFACTURER RECOMMENDATIONS. >- m REFERENCE ARCHITECTURAL AND CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. S CONCEAL CONDUIT I' WITHIN STRUCTURAL . _ F - - - - - - - - - - - - - - - MEMBERS a �_j f+ ........................................ ................. ...... .h-,.,>...<...�;. :,r " sr� MOUNT PENDANT TO fs CENTER PURLIN, TYP ...................................................... . »+ t OTYP w , ........................................ ._................................. t + " ": # k: CANOPY LIGHTING PLAN 1 /8"=1'-0" W WLia N w NFZmw XOV<��G Z) O ZxW~ <UVJJ~�Q L' <a �Fo< -OpOf w y=Zo<NW WW O a- Z<< W J W K F O N <z Ua <U x0 L- a WU fAPW<�XNWg�6} O 9V6 " W0¢WK2a�FQ ~ Z� <NOI-f/l�RJ�OZ2 w< OpW(njE6W'W2TU O r O m W O LLj W W Z W m NwaZ�t0WIi000<0} ~ fA{� O< KVIWKKZKK< ONU0�m Dwmmwomx C%A O fO� CD M e Z 21z- 00 N LL e V% zaZ W 1 W c c Q N sss3 M OMO p� V) J W Z r V o W U 0 0 >. O cm0 00 � w -• cV -14 U 0 O � a O z o 0 �i L1J c cat N O w z m 0 ISSUE BLOCK CHECKED BY: HLW DRAWN BY: WN PROTO: LCC PROTO CYCLE: 12/30/17 DOCUMENT DATE: 02/16/17 THIS ITEM HAS SEEN ELECTRONICALLY SIGNED AND SEALED BY VINCENT G. MAS€LIONIS ON THE DATE LISTED BELOW USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Feb 1.5 2017 VINCENT G. MASILIONIS LICENSE # 68913 Feb 15 2017 ENLARGED ELECTRICAL PLANS +s O r- 0 1 F_ LIJ LIJ to LLJ O U U I O 0 0 / U U -J I 0 O Q O N / Q0 O r O L I) N N DEFERRED SUBMITTAL THE FOLLOWING SUBMITTALS ARE TO BE SUBMITTED BY THE GENERAL_ CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION FOR APPROVAL PRIOR TO FABRICATION OR INSTALLATION. SUBMITTALS ARE TO BE SIGNED AND SEALED BY THE ENGINEER LICENSED IN THE STATE OF FLORIDA OR AS REQUIRED BY THE AHJ. REF SPECS COPIES SUBMITTALS 2 FABRIC CANOPY ZEPHYRHILLS, FL STORE NO.: 7060225 DRAWING INDEX - ARCHITECTURAL C1 COVER SHEET SP1 SITE PLAN AND DEMOLITION SITE PLAN SP1.1 PICKUP SITE DETAILS Al FLOOR PLANS AND DETAILS A2 BUILDING ELEVATIONS AND SECTIONS A2.1 PICKUP DETAILS A3 CANOPY PLANS, ELEVATIONS AND DETAILS ✓� STRUCTURAL S1 FABRIC CANOPY STRUCTURAL PLAN AND DETAILS 1 MECHANICAL P1 PARTIAL PLUMBING PLANS ELECTRICAL E1 POWER PLAN E1.1 ENLARGED ELECTRICAL PLANS ABB AB ACI AFF A AIS C ARC ASTI WS BD BFF BL BLD( BOM BRG CD CJ CL FOR CON CON CON EA EAS EDC EIFS EJ THESE SHEET ARE INCLUDED FOR BIDDING AND WALMART'S INFORMATION ONLY. HARD COPIES ARE SUBMITTED SEPARATELY FOR AHJ PLAN REVIEW CANOPY AO GENERAL NOTES Al PLAN VIEW AND FRONT VIEW ELEVATIONS A1.1 SIDE ELEVATION A2 FOOTING DETAIL A3 ISOMETRIC VIEW A3.1 ISOMETRIC VIEW A4 CONNECTIONS DETAIL BUILDING CODE SUMMARY NAME OF PROJECT STREET ADDRESS: PROPOSED USE: ZEPHYRHILLS, FL 7631 GALL BLVD RETAIL EL ELEC FS FTG 10017 PICKUP LOW CAP CANOPY r_Tno] no]V W711_�1[•IZ,&i GENERAL ABBREVIATIONS GENERAL ABBREVIATIONS DEFINITION ABBR DEFINITION ANCHOR BELT FV FIELD VERIFY AMERICAN CONCRETE INSTTUTE GA GAUGE ABOVE FINISHED FLOOR GC GENERAL CONTRACTOR AIR HANDLING UNIT GM GENERAL MERCHANDISE AMERICAN INSTITUTE OF STEEL CONSTRUCTION GR GROCERY ARCHITECTURAL GYP BD GYPSUM BOARD AMERICAN SOCIETY OF TESTING AND MATERIALS H HEIGHT AMERICAN WELDING SOCIETY HMR HOME MEAL REPLACEMENT BOARD HORIZ HORIZONTAL BELOW FINISHED FLOOR HSA HEADED STUD ANCHOR BLOCK LINTEL HSS HOLLOW STRUCTURAL SECTION BUILDING INFO INFORMATION BOTTOM OF ISO ISOLATION BOTTOM OF STEEL OR BOTTOM OF STUD JIBE JOIST BEARING ELEVATION BOTTOM JST JOIST BEARING JT JOINT CASH DRAWER KSI KIPS PER SQUARE INCH CONTROL JOINT IL ILENGTH CENTERLINE ILB I POUNDS CLEAR I LLH I LONG LEG HORIZONTAL CONTINUOUS DIAMETER DOWNSPOUT EMERGENCY ACCESS SYSTEM ELECTRICAL DISTRIBUTION CENTER EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION _ ELECTRICAL _ EQUAL EQUIPMENT SUPPLIER EXTERIOR FOUNDATION FINISHED FLOOR FAR SIDE CODES: BUILDING CODE: 2014 FLORIDA BUILDING CODE 5TH EDITION MECHANICAL CODE: 2014 FLORIDA MECHANICAL CODE 5TH EDITION PLUMBING CODE: 2014 FLORIDA PLUMBING CODE 5TH EDITION ELECTRICAL CODE: 2011 NATIONAL ELECTRICAL CODE FIRE CODE: 2014 FLORIDA FIRE PREVENTION CODE 5TH EDITION ACCESSIBILITY: FLORIDA ACCESSIBILITY CODE OCCUPANCY: M-MERCANTILE; WHOLESALE OR RETAIL STORE (MAIN USE) - SECT. 309.1 S1-STORAGE AREA; MOTOR VEHICLE SERVICE STATION AND RECEIVING AND STOCK ROOMS (MIXED USE) - SECT. 311.2 A2-ASSEMBLY USE; BREAK ROOM - SECT. 303.1 TYPE OF CONSTRUCTION: V-B UNPROTECTED (SPRINKLERED) PER SECTION 602.2 AND TABLES 601 AND 602 FIRE PROTECTION: BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND IS SURROUNDED ON ALL SIDE BY 60 FEET MINIMUM OF PERMANENT OPEN SPACE AND COMPLIES WITH SECTION 507.3 UNLIMITED AREA CRITERIA IS APPLICABLE. STRUCTURAL: WALLACE ENGINEERING, STRUCTURAL CONSULTANTS, INC. CARRIE J. JOHNSON 200 EAST BRADY STREET TULSA, OKLAHOMA 74103 918 584-5858 ARCHITECTURAL: SGA DESIGN GROUP, P.C. CHRISTOPHER MARIMAN YOUNG 1437 SOUTH BOULDER, SUITE 550 TULSA, OKLAHOMA 74119.3609 918 587-8600 PLUMBING HENDERSON ENGINEERS, INC SEAN 0. EISLER 8345 LENEXA DRIVE, SUITE 300 LENEXA, KANSAS 66214 1913) 742-5000 LLV LONG LEG VERTICAL LONG LONGITUDINAL MAX MAXIMUM MDF MEDIUM DENSITY FIE MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS _ MTL METAL NIC NOT IN CONTRACT NRP NON -FIBERGLASS RI NO NUMBER NS NEAR SIDE NTS NOT TO SCALE _ OC _ ON CENTER OCH ON CENTER HORIZOI HENDERSON ENGINEERS, INC VINCENT G. MASILIONS 8345 LENEXA DRIVE, SUITE 300 LENEXA, KANSAS 66214 1913) 742-5000 u ACTUATED FASTNER PER CUBIC FOOT GENERAL ABBREVIATIONS PLF POUNDS PER LINEAR FOOT PMEJ REMOLDED EXPANSION JOINT PT PRESSURE TREATED PVC POLYVINYL CHLORIDE QTY QUANTITY 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 SIM SIMILAR SJI ISTEEL JOIST INSTITUTE SP ISPACES T&B TOP AND BOTTOM THK THICKNESS TO ITOPOF TOM TOP OF MASONRY TOP TP TOP OF PAVING TOS TOP OF STEEL OR TOP OF STUD TRANS TRANSVERSE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VTR IVENT THROUGH ROOF W _ I WIDTH EXISTING SQ FT: 209,736 DATE: 02/16/17 PROTO: LOW CAP CANOPY GENERAL REQUIREMENTS SITE VERIFICATION REQUIREMENTS 1. ALL WORK SHALL BE DONE IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL AND/OR STATE (IF 1. THE ARCHITECT HAS MADE THESE DRAWINGS BASED ON THE EXISTING BUILDING AND APPLICABLE) BUILDING CODES, NATIONAL ELECTRIC CODE (NEC), ADA-ADAAGS (ADOPTED HANDICAP ACCESSIBILITY CONDITIONS. THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING REQUIREMENTS), OSHA AND ALL APPLICABLE CODES, REGULATION, ORDINANCES, AND AUTHORITIES HAVING JURISDICTION. CONDITIONS PRIOR TO THE SUBMISSION OF HIS BID AND TO THE COMMENCEMENT OF 2. EACH CONTRACTOR AND THEIR SUB -CONTRACTORS ARE RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE CONTRACTOR'S DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE FAILURE TO ACQUAINT HIMSELF WITH EXISTING SITE CONDITIONS WHICH INCLUDE, BUT DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION ARE NOT LIMITED TO EXISTING WALL, CEILINGS, OR UTILITIES. SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS 2. ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL KNOWLEDGE. BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION AND 3. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN DRAPES AS REQUIRED AND/OR DIRECTED BY THE WALMART CONSTRUCTION MANAGER TO KEEP DUST AND MOISTURE ASSUMING EXISTING BUILDING CONDITIONS MATCH THE ORIGINAL DRAWINGS. THE FROM THE OPERATING AREAS OF THE STORE. GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THIS SITE, SHALL VERIFY ALL 4. ANY DAMAGE TO WALMART PROPERTY, WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION, SHALL BE EXISTING STRUCTURAL COLUMN DIMENSIONS, STRUCTURAL BEARING HEIGHTS, EXISTING REPAIRED/REPLACED AT NO ADDITIONAL COST TO WALMART, THIS INCLUDES ALL MERCHANDISE. THE CONTRACTOR DIMENSION, AND ROOFING CONDITIONS (INCLUDING PARAPETS). IF DISCREPANCIES ARE SHALL PAY WALMART THE RETAIL COST FOR ALL DAMAGED MERCHANDISE. FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, 5. THE CONTRACTOR SHALL KEEP WORK AREA CLEAN AND FREE OF DEBRIS AND SHALL REMOVE ALL TRASH AND DEBRIS CONTACT THE WALMART CONSTRUCTION MANAGER AND THE ARCHITECT IMMEDIATELY TO FROM THE CONSTRUCTION AREA DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE EXISTING DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH EXISTING CONDITIONS. BUILDING OR CONSTRUCTION AREAS. 3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD 6. REMOVE ANY EXISTING ITEMS, SERVICES, FINISHES OR SURFACES AS REQUIRED FOR THE INSTALLATION OF NEW VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) CONSTRUCTION. PROVIDE FURRING FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH PRIOR TO THE SUBMISSION OF HIS BID OR THE COMMENCEMENT OF CONSTRUCTION. ADJACENT FINISHES. THE CONTRACTOR SHALL NOTIFY THE WALMART CONSTRUCTION MANAGER AND THE 7. ALL ADJACENT TENANT SPACES SHALL REMAIN IN SERVICE DURING DEMOLITION AND CONSTRUCTION. ARCHITECT OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON THE 8. SCHEDULE ALL WORK TO KEEP DISRUPTIONS TO THE STORE OPERATIONS AT A MINIMUM. COORDINATE UTILITY DRAWINGS. DISRUPTIONS WITH THE WALMART STORE MANAGER. 4. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND 9. REPAIR, RE-REOUTE, AND EXTEND ALL SERVICES, PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED UTILITY SERVICES PRIOR TO ANY EXCAVATION. DURING THE CONSTRUCTION PROCESS FOR THE COMPLETE INSTALLATION AND OPERATIONS OF NEW EQUIPMENT. THIS 5. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WALMART AND THE INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT OR RELATED ITEMS AS ARCHITECT PRIOR TO MAKING ANY MODIFICATIONS OR ORDERING OF ANY MATERIALS. REQUIRED FOR PROPER OPERATION. 10. WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH, AND/OR REPAINT AS NECESSARY TO BLEND WITH ADJACENT SURFACES. COORDINATE WITH WALMART CONSTRUCTION MANAGER. DEMOLITION NOTES 11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF THE CONSTRUCTION SCHEDULE OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER. 12. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE ARCHITECT FOR VERIFICATIONS, RESPONSES 1. CONTRACTOR RESPONSIBLE FOR ALL JOBSITE SAFETY AND COMPLIANCE WITH OSHA AND SUBMISSIONS. REGULATION. CONTRACTOR WILL INSTALL TEMPORARY WALL, DUST BARRICADES AND 13. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE ONE U.L. LISTED 2A-20BC DRY CHEMICAL FIRE EXTINGUISHER, OR ONE CONSTRUCTION BARRIERS AND TAKE ALL PRECAUTIONS TO PROTECT CUSTOMERS AND STANDARD U.L. LISTED 2-1/2 GALLON WATER (E-10) AND ONE U.L. LISTED 1013C CARBON DIOXIDE FIRE EXTINGUISHER ASSOCIATES FROM CONSTRUCTION OPERATIONS. MOUNTED TOGETHER IN EACH 3000 SQUARE FOOT OF WORK AREA OR FRACTION THEREOF (MINIMUM OF TWO AVAILABLE 2, THE CONTRACTOR SHALL FIELD VERIFY THE EXTEND OF DEMOLITION. IF DISCREPANCIES IN ALL CONSTRUCTION AREAS AT ALL TIMES). ARE FOUND, CONTACT THE ARCHITECT AND WALMART CONSTRUCTION MANAGER. 14. IF MODIFICATION TO SPRINKLER SYSTEM IS REQUIRED, THE GENERAL CONTRACTOR SHALL HIRE A LICENSED SPRINKLER 3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR CONTRACTOR. THE CONTRACTOR IS TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL TO THE AJH OR A MINIMUM OF 6" ABOVE FINISH CEILING. PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. 4. SAW CUTTING OF EXISTING CONCRETE WILL BE COORDINATED WITH STORE MANAGER FOR 15. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS INCLUDES APPROPRIATE HOURS TO MINIMIZE CUSTOMERS DISTURBANCE. NO JACKHAMMERS ARE KEEPING THE BUILDING SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE CONTRACTOR SHALL BE ALLOWED. RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY SYSTEM. THE CONTRACTOR SHALL OBTAIN 5• GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF CONSTRUCTION WASTE AND PERMISSION FROM THE STORE MANAGER PRIOR TO THE MODIFICATION OF ANY EXISTING SECURITY SYSTEM FOR THE DEBRIS. DO NOT USE STORE DUMPSTERS. PREVENT CUSTOMERS AND ASSOCIATES FROM OPENING (DEMOLITION) OF ANY EXTERIOR WALL. CONTACT WITH CONSTRUCTION WASTE. 16. FIRE ALARM DRAWINGS TO BE PROVIDED BY WALMART ALARM SERVICES. 6. COORDINATE LOCATION OF DUMPSTER ON SITE WITH WALMART CM. 17. CONTRACTOR TO MAINTAIN ACCESS TO ALL EMERGENCY EGRESS EXITS DURIGN CONSTRUCTION OPERATIONS 0+ RELOCATED TREES REF. 1-SP1 0 11�Iil�ulm. *�►.I[11�1111 rim ---------- FE is I IS;:;:;:-------------°_� r - : ,� , ,__,, ,F i i _____-- ■ 1-------I n u Isss----■ ._ ....._...._..._. 1 O 1 rF ..•RRR n ° il_-------� 1,�����;:1 it it U It - • 1 �7 .CO■ ,�;___��_ ' 1 •• --s-ss-sssss---. ----ss---------' .� a .: i _ „ - F F=======c.-1 i-....--.,- 1 It I--:----■ tt�O�O=�1� � i ■wrrfllrnllnl�■lA141r1lilr■irrr't „ - ,: :. „ !1 11 II 1 '______= 1-=--- -.--1 1- � ., -•--..... �` , ;. ,. „ uu� 11 it II it II i 11 F-_==_=_= -===n;:no�r ` ■C CI __'_________ F - ■■�I�i���= • --' II.---'L`�-..C.-, - -- �C� ', ♦ Q 1-I Q�♦+i♦♦ ��♦ �� i .. ., i i t - , ., ::. ,r � �" :- � � -- n - _ .c ! 11 U ii 11 1,! P7 II ti tl ti ii 1 1 ri 1 ii Ci 11 11 -ISO 1t It 11 it II 1i ti It It 11 it !1 1# iI i II I ♦i♦ ♦♦ o. wr � .. n - a a It 17 rl l� :1 II � N 11 11 •. 1�-.. 11 11 li EI it fl it 11 �I..� '!�? --- _ -- -- -p �-i If�i� ■��w` 1�1 •!, � rl �,� II '= r it !t fi II p it I_ 1 11 II II I� It It - I 11 11 , I ti -';. li it I) it 1 II tl 'Ii i� i'i it I'i !1 q It q 11 it It Ii li ti fi ii I� �; t t� rl t■ 1--��!!!1� {j fR•f '_ � 6�$ �� rwr ,� t� !s[E tE - '1 �' 1 �i it) ,1 ! 1 a ,�. ,i I i - _ ,i ••� ♦ li it ii II it 11 II II it fl li li i 1� It 11 i■ ii i, ■1 - 1 �isssssfa•••• rs) Nil F ,F �� j: i �I .. :� •• jl I 11 - - --- --- -- - -------- 1I Is I�� � �FF .�""/r ,.j''Ti► ,.- _.. 111 III 111 I '� I � � r2 7 � KEY PLAN Al NTS NORTH n rri r SHALL C001tPLY W!Tm RREVAILING CODES FLORIDA, BUILDING CODE, NATIONAL ELECTRIC CODE, AND aTY OF ZEPHYRHILLS ORDINANCES REVIEW DATE �_ lr )7 CITY OF ZEPHYRNI S FLAN EXAMINER ' Li �L0oo M 00 L' C. 0 Q 000 a to � ti � -6 In o6 O c: a� o � c>srnrn.� } o o C CU 1) Qi Y to 0-) 0 I.- M 7 � v � 0 cm y L) W X� U) of �za W o aQ§o La Z�z < IU- ,� ~ OtrpJwwUIQUO aQ F~w0 aQ'uctxw IL -,I� U1�--J O d'_ �Z=~FXOJZ(na} L� CL }QIrN wwE9 Q (nU WI�nVOx'aw LL'm Z ¢w � w c�0 O 3w� WE �� p'w w 2 f Z 0 F0 Uz Z_ m . U Z Q Q zvaivia'oaawwaowF¢o J a�a�v oz 0��ir w 0wUO�ww0�w-5 �nO �0 UQI7N U C,08 QcoNWi li Q� IYQ 0 0 � O O o 0 0 � Lo N N 'D O d � z W o c4 O m oD O Cn N w z ISSUE BLOCK �1 CCD#1 04/07/17 �2 CCD#2 04/21 /17 CHECKED BY: RWO DRAWN BY: LMD/CRE PROTO: LCC PROTO CYCLE: 01 /31 /17 DOCUMENT DATE: 02/16/17 RECORD DRAWINGS NOTICE THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF SGA DESIGN GROUP. THIS ELECTRONIC DOCUMENT IS RELEASED FOR THE PURPOSES OF REFERENCE, COORDINATION, AND/OR FACILITY MANAGEMENT. THIS DRAWING SHALL NOT BE CONSIDERED FINAL OR COMPLETE UNLESS IT IS SIGNED AND SEALED BY THE ARCHITECT. nK40-.1 q__ COVER SHEET SHEET: c 1 Z Q z Q W cn V) E ,N ao On NOTE: THIS IMAGE IS THE LATEST GOOGLE MAPS. INFORMATION IS ASSUMED EXISTING CONDITIONS AT THE PROJECT SITE. THE ARCHITECT OF RECORD HAS NOT VISITED THE SITE TO CONFIRM AND CANNOT BE HELD RESPONSIBLE FOR THE ACCURACY OF THE CONDITIONS ILLUSTRATED. ARCHITECTURAL FINISH FLOOR = 100.00' NOTE: FINISH FLOOR ELEVATION AT ALL EXTERIOR DOORS = 100.00' UNLESS NOTED OTHERWISE DIRECTIONAL SIGN SCHEDULE ARROW NUMBER MOUNTING TYPE DIRECTIONAL LEFT 2 PIPE DIRECTIONAL RIGHT 2 PIPE DIR CTIONAL STRAIGHT 1 PIPE REFER TO SPEC SECTION 01500 FOR DETAILS AND REQUIREMENTS FOR STORMWATER POLLUTION CONTROLS AND SITE STORAGE OF MATERIALS AND EQUIPMENT. DEVIATION(S) FROM DETAILS SHOWN MUST BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH SPEC SECTION 01330. CONDUIT TRENCHING DETAIL g" 6" PAVING OVERLAP 2'-0" MIN. (FOR CONDUITS) 6" SEE PAVING SECTION l'-6" MIN. (FOR 2 CONDUITS) DETAIL EXISTING PAVING SECTION —III—III SEE PAVING SECTION III —III —II III —III —I i I 11=III—III=III DETAIL III— I —III Z III —III —I 1I— _—III=1 —III—III I_I I —I I —I I I — I I UNDISTURBED EARTH III—III=I 1MIMIE —III—III=11 IIII1111II 1111II —I 11=III= — CONTROLLED BACKFILL I=III—III=1 CLEAN DIRT) 11=III=III—III II III IIIIIIII1111111 III — III UTILITY CONDUIT, SEE III=III=— III —III ARCHITECTURAL PLANS FOR SIZE AND TYPE, TYP. GENERAL NOTES 1. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS I -A OR CLASS 11 COMPACTED TO 85% PROCTOR. 2. INITIAL BACKFILL SHALL BE CLASS I -A WORKED BY HAND, OR CLASS I-B OR CLASS II COMPACTED TO 85% STANDARD PROCTOR. 3. FILL SALVAGED FROM EXCAVATION SHALL BE FREE OF DEBRIS, ORGANICS AND ROCKS LARGER THAN 3". 4. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, SHEETED, BRACED, OR OTHERWISE SUPPORTED IN COMPLICANVE WITH OSHA REGULATIONS AND LOCAL ORDINANCES. (SEE SPECIFICATIONS) 5. MATCH PROPOSED EXTERIOR CONDUIT ELEVATIONS WITH PROPOSED INTERIOR CONDUIT ELEVATIONS. (SEE ARCHITECTURAL DRAWINGS) CONDUIT TRENCHING DETAI, 1 1/2"=l I-oll 2 11-1 DE PL ,\—r !1 DEMOLITION SITE PLAN NORTH VLo U O O d- Lo M O Q 00 O V) r ~ Lo 00 , i o� cBrnc ' V >- o o s as =1 O y 0 c6 a o C D) y � W LLJ oW Q 0z c� z wo QQQo�W zv,Z w o L z ow L ��O w V- z O J cn W V1 0 0 0 Q Q r~ W U V) m2 J W W O Of } < it Fn LXLI Q VDU (Jn,2,po0,aLL' O 3W[2Lo -i- �,a�z�z Qzuaivi<oq,CL iLz,�awoLnFQo N _ W O -F U oz=O�LLI Lj oOwO w No ZLLJkZftf LLIX �cn N L i 0 Q W Q O Z W S W W D �ONU ENO J Li V)Qof EtQ z Q J z O 0 0 0 � O O O 00 N L) _ Q CD o Oa �z o � 0 v N w as z oa 0 ISSUE BLOCK Al CCD#2 04/21 /17 CHECKED BY: RWO DRAWN BY: LMD/CRE PROTO: LCC PROTO CYCLE: 01 /31 /17 DOCUMENT DATE: 02/16/17 RECORD DRAWINGS NOTICE THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF SGA DESIGN GROUP. THIS ELECTRONIC DOCUMENT IS RELEASED FOR THE PURPOSES OF REFERENCE, COORDINATION, AND/OR FACILITY MANAGEMENT. THIS DRAWING SHALL NOT BE CONSIDERED FINAL OR COMPLETE UNLESS IT IS SIGNED AND SEALED BY THE ARCHITECT. p;'o'o (4_14' SITE PLAN AND DEMOLITION SITE PLAN AERIAL SITE PLAN 1 "=30'-O" SITE PLAN (02 1/16"=1'-0" NORTH 1-A2 1 /16"=l'-O" SHEET: spi v E a� o :;:;w U/ :3 cn oQ o' � w U cl)a_ D/ I cn U E .� 00 o w UPRIGHT TUI BY VENDOR FLOOR TUBE RAIL BY VENDOR —� 3/8"x3" WEDGE ANCHOR AT ENDS AND AT EA SECTION PLAN VIEW SECTION A G.C. TO REFERENCE MANUFACTURERS CUT SHEETS FOR NUMBER AND LOCATIONS OF FLOOR ANCHORS .4602" DIA HOLE BY VENDOR FLOOR ANCHOR THRU BOTTOM HOLE IN TUBE TION EXISTING WALLS WITH KNOCKOUT ORANGE ACCENT COLOR TO BE REPAINTED TO MATCH ADJACENT WALL COLOR. FIELD VERIFY EXTENTS OF EXISTING WALL COLORS. �1 ALCOVE �E I IL L_LJ YLI\II I r I\LJLI11VL VI F Ll1J I IV LAMINATE WAINSCOT EITHER SIDE OF OPENING. EXISTING LAMINATE FINISH TO REMAIN UNPAINTED. IF NO LAMINATE, PAINT WALL TO MATCH EXISTING ADJACENT DEMISING WALL COLOR. BEVELED EDGE ONLY 2" x 1/8" ALUMINUM TRANSITION WHEN ADJACENT STRIP. T-4 THRESHOLD IN LIEU SURFACE IS OF ALUMINUM TRANSITION AT UNFINISHED FULL HEIGHT TRAFFIC DOORS LVT1 FLOORING PLACE EDGE CONC SLAB OF TILE BELOW DOOR �. •4. TRANSITION STRIP * gO� AT PVC �FLOORING 1 "=1 SURFACE MOUNTED BESAM SW 200i SURFACE MOUNTED CONTINUOUS OPERATOR J. BOX, BY G.C. INGE GEARED HINGE—), REF ELECTRICAL m 1\ P126 N - - - DETEX EAX 2500 — DOOR ALARM ', '' '� STAND ALONE CARD SWIPE , 01 YLL. ri 11 NEW HM—STL Q wa — "G" TYPE DOOR - - °�D 100 3' ARM OR PLATE STAND ALONE CARD SWIPE EXTERIOR VIEW VENDOR WILL FURNISH AND INSTALL DOOR INTERIOR VIEW AUTOMATIC DOOR OPERATOR, HARDWARE AND MAKE FINAL CONNECTIONS AND TEST THE OPERATOR TO ANSI156.10 STANDARDS 0 I ih 6" G HALF GLASS FULL LVT1 EDGE 7'LVT1 LVT1 TYP TYP EXISTING ICC TYP TO REMAIN MITER CORNER TYP ANCHOR LOCATION AT ALL CORNERS Q TYPICAL 3" 00 ALUMINUM TRANSITION TYP PVC TRANSITION 7 1 /8"=1'-O" 946 PICKUP STORAGE WALL FINISHES EXISTING WALLS ETR. PATCH AND REPAIR IF NEEDED. FLOOR EXISTING FLOOR TO REMAIN. REPAIR FLOORING TO MATCH ADJACENT. CEILING LAY IN ETR. EXISTING CEILING GRID IS ETR. 4 NOT USED NTS NEW DOOR LEAF, REF. 5—A1 CHECK —IN KIOSK AND SUSPENDED ORB, WALMART FURNISHED, INSTALLED BY OTHERS, REF SHEET A2.1 10'-0" 15'-0" 0 I to r- Immm IF CHECK -IN SPACE CONTAINS COLU PAINT COLUMN P126 EPDXY PAINT TABLE AND FURNITURE, WALMART FURNISHED, GENERAL CONTRACTOR INSTALLED I r FOR TRANSITION LVT1 PROVIDED INSTALL OWNER OWNER. 7 FURNISHED RAILING INSTALLED BY 7 PER MANUFACTURER'S G.C. REF 8-A1 Al INSTRUCTIONS TYP FOR TRANSITION IOIG ILLY A6 TE 6 DOLLY TOTE Y 6 1 DOLT 6 TOTE DOLLY STOCKROOM 0 0 0 O MEAT PREP MEAT HOLDING COOLER 6 TOTE 6 TOTE 6 TOTE 6 TOTE DOLLY DOLLY DOLLY DOLLY 6 TOTE 6 TOTE 6 TOTE 6 TOTE DOLLY DOLLY DOLLY DOLLY 6 TOTE 6 TOTE 6 TOTE 6 TOTE DOLLY DOLLY DOLLY DOLLY 6 TDTE 6 TOTE 6 TOTE DOLLY DOLLY DOLLY 6 TOTE 6 TOTE DOLLY DOLLY 6 TOTE 6 TOTE DOLLY DOLLY 6 TOTE 6 TOTE DOLLY DOLLY PICKUP FT TOTE 6 TOTE STORAGE DOLLY DOLLY 946 Ol< P4111 l'-4" q �_ 2'-4" E.D.C. PRODUCE PREP PRINTER, STAND, AND OMS STATIONS. WALMART FURNISHED, VENDOR INSTALLED REF 1—A2.1 MGR STATION. WALMART FURNISHED, VENDOR INSTALLED. iV N 0 10'-0" 14'-9" AREA DESIGNATE FOR IN-STORE PICKUP 04 IJ [_04III 61L., Loss, iv, 1 /8"=1'-0" I 7 REMOVE GONDOLAS FROM SALES FLOOR. FIELD VERIFY CURRENT GONDOLAS LOCATIONS. LAN REMOVE EXISTING RACKS REMOVE EXISTING STEAMER AND STAND. REPAIR FLOOR AND WALL TO MATCH ADJACENT. REMOVE EXISTING HAND SINK AND SANITIZING STATION. REPAIR FLOOR AND WALL TO MATCH ADJACENT. REMOVE EXISTING 3—COMP SINK. REPAIR FLOOR AND WALL TO MATCH ADJACENT. Ci uc :o o o A)0c0_ 000. Ci CL Q 7 � 0~0 C~0 G O c 'r! c6 c6 C cs AS ca Am cm>- O O O'er d � L a+ Y _ c 0 N • h CO) d CD v r' a CL S cm N y L) w Z< w � � o��awcZWjNy��WU � �<W ��IaIO�W O K~ Ft O O �a! = x� 7} Z N 2 m LI_ a� JyFFWCOW7KCz7Sn< rn� NnLLV���di� p 3W�'=i�Kz�Zo< a DyOOaWOO12UO<-WQ9�.Z Z Zww0U cr en FZ NZµWWN O<OZYWn� � �� c�oNSgLL<vi<zz< N I- z J V) z 0 0 00 0 0 0 00 aNU Pr N CD U ''�Oa 1�1 z O M--�--i LLB 1� O C\2 0 cc o w --4 N w GQ z ISSUE BLOCK 1Q CCD#2 04/21 /17 CHECKED BY: R WO DRAWN BY: LMD/CRE PROTO: LCC PROTO CYCLE: 01 /31 /17 DOCUMENT DATE: 02/16/17 RECORD DRAWINGS NOTICE THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF SGA DESIGN GROUP. THIS ELECTRONIC DOCUMENT IS RELEASED FOR THE PURPOSES OF REFERENCE, COORDINATION, AND/OR FACILITY MANAGEMENT. THIS DRAWING SHALL NOT BE CONSIDERED FINAL OR COMPLETE UNLESS IT IS SIGNED AND SEALED BY THE ARCHITECT. FLOOR PLANS AND DETAILS OGP I 3/8" = 1'-0" TION 3 NOT USED NTS STOC STOCKROOM DEMO PLAN. 1 /8"=1'-0" SHEET: Al