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ZEPHYRHILLS, FLORIDA STORE NO.: 0706 SHEET INDEX ARCHITECTURAL Cl COVER SHEET Al FLOOR PLANS AND DETAILS OS1 OWNER SUPPLIED ITEMS (NOT FOR PERMIT) ELECTRICAL E1 ELECTRICAL PLANS 01441400 400 ' ` EXISTING SQ FT: ONLINE GROCERY PICKUP PROTO CYCLE: DATE: PROTO: 2095736 07/17/18 07/31/18 192 SC ABBREVIATIONS GENERAL REQUIREMENTS SITE VERIFICATION REQUIREMENTS GENERAL ABBREVIATIONS GENERAL ABBREVIATIONS GENERAL ABBREVIATIONS 1. ALL WORK SHALL BE DONE IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL AND/OR STATE (IF APPLICABLE) BUILDING CODES, NATIONAL ELECTRIC CODE (NEC), ADA-ADAAGS (ADOPTED HANDICAP ACCESSIBILITY REQUIREMENTS), OSHA AND ALL APPLICABLE CODES, REGULATION, ORDINANCES, AND AUTHORITIES HAVING JURISDICTION. 2. EACH CONTRACTOR AND THEIR SUB -CONTRACTORS ARE RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 3. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR DRAPES AS REQUIRED AND/OR DIRECTED BY THE WALMART CONSTRUCTION MANAGER TO KEEP DUST AND MOISTURE FROM THE OPERATING AREAS OF THE STORE. 4. ANY DAMAGE TO WALMART PROPERTY, WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION, SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL COST TO WALMART, THIS INCLUDES ALL MERCHANDISE. THE CONTRACTOR SHALL PAY WALMART THE RETAIL COST FOR ALL DAMAGED MERCHANDISE. 5. THE CONTRACTOR SHALL KEEP WORK AREA CLEAN AND FREE OF DEBRIS AND SHALL REMOVE ALL TRASH AND DEBRIS FROM THE CONSTRUCTION AREA DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE EXISTING BUILDING OR CONSTRUCTION AREAS. 6. REMOVE ANY EXISTING ITEMS, SERVICES, FINISHES OR SURFACES AS REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION. PROVIDE FURRING FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH ADJACENT FINISHES. 7. ALL ADJACENT TENANT SPACES SHALL REMAIN IN SERVICE DURING DEMOLITION AND CONSTRUCTION. 8. SCHEDULE ALL WORK TO KEEP DISRUPTIONS TO THE STORE OPERATIONS AT A MINIMUM. COORDINATE UTILITY DISRUPTIONS WITH THE WALMART STORE MANAGER. 9. REPAIR, RE-ROUTE, AND EXTEND ALL SERVICES, PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED DURING THE CONSTRUCTION PROCESS FOR THE COMPLETE INSTALLATION AND OPERATIONS OF NEW EQUIPMENT. THIS INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT OR RELATED ITEMS AS 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. 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 AND SUBMISSIONS. 13. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE ONE U.L. LISTED 2A-20BC DRY CHEMICAL FIRE EXTINGUISHER, OR ONE STANDARD U.L. LISTED 2-1/2 GALLON WATER (E-10) AND ONE U.L. LISTED 1013C CARBON DIOXIDE FIRE EXTINGUISHER MOUNTED TOGETHER IN EACH 3000 SQUARE FOOT OF WORK AREA OR FRACTION THEREOF (MINIMUM OF TWO AVAILABLE IN ALL CONSTRUCTION AREAS AT ALL TIMES). 14. IF MODIFICATION TO SPRINKLER SYSTEM IS REQUIRED, THE GENERAL CONTRACTOR SHALL HIRE A LICENSED SPRINKLER CONTRACTOR. THE CONTRACTOR IS TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL TO THE AHJ PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. 15. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS INCLUDES KEEPING THE BUILDING SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY SYSTEM. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE STORE MANAGER PRIOR TO THE MODIFICATION OF ANY EXISTING SECURITY SYSTEM FOR THE OPENING (DEMOLITION) OF ANY EXTERIOR WALL. 16. FIRE ALARM DRAWINGS TO BE FURNISHED AND INSTALLED BY WALMART ALARM SERVICES. 17. CONTRACTOR TO MAINTAIN ACCESS TO ALL EMERGENCY EGRESS EXITS DURING CONSTRUCTION OPERATIONS. 1. THE ARCHITECT HAS MADE THESE DRAWINGS BASED ON THE EXISTING BUILDING AND CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO THE SUBMISSION OF HIS BID AND TO THE COMMENCEMENT OF ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE CONTRACTOR'S FAILURE TO ACQUAINT HIMSELF WITH EXISTING SITE CONDITIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO EXISTING WALL, CEILINGS, OR UTILITIES. 2. ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION AND INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN ASSUMING EXISTING BUILDING CONDITIONS MATCH THE ORIGINAL DRAWINGS. THE GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THIS SITE, SHALL VERIFY ALL EXISTING STRUCTURAL COLUMN DIMENSIONS, STRUCTURAL BEARING HEIGHTS, EXISTING DIMENSION, AND ROOFING CONDITIONS (INCLUDING PARAPETS). IF DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, CONTACT THE WALMART CONSTRUCTION MANAGER AND THE ARCHITECT IMMEDIATELY TO DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH EXISTING CONDITIONS. 3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) PRIOR TO THE SUBMISSION OF HIS BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE WALMART CONSTRUCTION MANAGER AND THE ARCHITECT OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON THE DRAWINGS. 4. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION. 5. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WALMART AND THE ARCHITECT PRIOR TO MAKING ANY MODIFICATIONS OR ORDERING OF ANY MATERIALS. ABBR DEFINITION ABBR DEFINITION ABBR DEFINITION AB ANCHOR BOLT FV FIELD VERIFY PCF POUNDS PER CUBIC FOOT ACI AMERICAN CONCRETE INSTITUTE GA GAUGE PLAM PLASTIC LAMINATE AFF ABOVE FINISHED FLOOR GC GENERAL CONTRACTOR PL PLATE AHU AIR HANDLING UNIT GM GENERAL MERCHANDISE PLF POUNDS PER LINEAR FOOT AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION GR GROCERY PMEJ PREMOLDED EXPANSION JOINT ARCH ARCHITECTURAL GYP BD GYPSUM BOARD PT PRESSURE TREATED ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS H HEIGHT PSF POUNDS PER SQUARE FOOT AWS AMERICAN WELDING SOCIETY HMR HOME MEAL REPLACEMENT PSI POUNDS PER SQUARE INCH BD BOARD HORIZ HORIZONTAL PS PROTECTIVE SURFACING BFF BELOW FINISHED FLOOR HSA HEADED STUD ANCHOR PVC POLYVINYL CHLORIDE BL BLOCK LINTEL HISS HOLLOW STRUCTURAL SECTION QTY QUANTITY BLDG BUILDING INFO INFORMATION REF REFER TO BO BOTTOM OF ISO ISOLATION REINF REINFORCING BOS BOTTOM OF STEEL OR BOTTOM OF STUD JBE JOIST BEARING ELEVATION REQD REQUIRED BTM BOTTOM JST JOIST REV REVERSE BRG BEARING JT JOINT RI REACH -IN CD CASH DRAWER KSI KIPS PER SQUARE INCH RO ROUGH OPENING CJ CONTROL JOINT L LENGTH RTU ROOF TOP UNIT CL CENTERLINE LB POUNDS SCHED SCHEDULE CLR CLEAR LLH LONG LEG HORIZONTAL SDI STEEL DECK INSTITUTE CMU CONCRETE MASONRY UNIT LLV LONG LEG VERTICAL SIM SIMILAR DEMOLITION NOTES COL COLUMN LONG LONGITUDINAL SJI STEEL JOIST INSTITUTE CONC CONCRETE LVT LUXURY VINYL TILE SP SPACES CONST CONSTRUCTION MAX MAXIMUM SPECS SPECIFICATIONS CONT CONTINUOUS MDF MEDIUM DENSITY FIBERBOARD SS STAINLESS STEEL DIA DIAMETER MECH MECHANICAL STRUC STRUCTURAL 1. CONTRACTOR IS RESPONSIBLE FOR ALL JOBSITE SAFETY AND COMPLIANCE WITH OSHA REGULATIONS. CONTRACTOR WILL INSTALL TEMPORARY WALL, DUST BARRICADES AND CONSTRUCTION BARRIERS AND TAKE ALL PRECAUTIONS TO PROTECT CUSTOMERS AND ASSOCIATES FROM CONSTRUCTION OPERATIONS. 2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. IF DISCREPANCIES ARE FOUND, CONTACT THE ARCHITECT AND WALMART CONSTRUCTION MANAGER. 3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING. 4. SAW CUTTING OF EXISTING CONCRETE WILL BE COORDINATED WITH STORE MANAGER FOR APPROPRIATE HOURS TO MINIMIZE CUSTOMERS DISTURBANCE. NO JACKHAMMERS ARE ALLOWED. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF CONSTRUCTION WASTE AND DEBRIS. DO NOT USE STORE DUMPSTERS. PREVENT CUSTOMERS AND ASSOCIATES FROM CONTACT WITH CONSTRUCTION WASTE. 6. COORDINATE LOCATION OF DUMPSTER ON SITE WITH WALMART CM. IDS DOWNSPOUT MFR MANUFACTURER T&B TOP AND BOTTOM EAS EMERGENCY ACCESS SYSTEM MIN MINIMUM THK THICKNESS EDC ELECTRICAL DISTRIBUTION CENTER MISC MISCELLANEOUS TO TOP OF EIFS EXTERIOR INSULATION AND FINISH SYSTEM MO MASONRY OPENING TOC/TC TOP OF CONCRETE EJ EXPANSION JOINT MTL METAL TOF TOP OF FOOTING EL ELEVATION NIC NOT IN CONTRACT TOGB TOP OF GRADE BEAM ELEC ELECTRICAL NRP NON -FIBERGLASS REINFORCED PLASTIC TOM TOP OF MASONRY EQ EQUAL NO NUMBER TOP/TP TOP OF PAVING ES EQUIPMENT SUPPLIER NS NEAR SIDE TOS TOP OF STEEL OR TOP OF STUD ETR EXISTING TO REMAIN NTS NOT TO SCALE TRANS TRANSVERSE EW EACH WAY OC ON CENTER TYP TYPICAL EXT EXTERIOR OCH ON CENTER HORIZONTALLY LINO UNLESS NOTED OTHERWISE FDN FOUNDATION OCV ON CENTER VERTICALLY VERT VERTICAL FF FINISHED FLOOR OD OUTSIDE DIAMETER VTR VENT THROUGH ROOF FS FAR SIDE OH OPPOSITE HAND W WIDTH FTG FOOTING PAF POWDER ACTUATED FASTENER WD WOOD BUILDING CODE SUMMARY NAME OF PROJECT: 0706 WALMART SUPERCENTER STREET ADDRESS: 7631 GALL BLVD, ZEPHYRHILLS, FLORIDA 33541 PROPOSED USE: RETAIL UUUtS BUILDING CODE: 2017 FBC MECHANICAL CODE: 2017 FMC PLUMBING CODE: 2017 FPC ELECTRICAL CODE: 2014 NEC FIRE CODE: 2017 FFC ENERGY CODE: 2017 FEC ACCESSIBILITY CODE: 2017 FBC OCCUPANCY M - MERCANTILE; WHOLESALE OR RETAIL STORE (MAIN USE) - SECTION 309.1 S1 - STORAGE AREA; MOTOR VEHICLE SERVICE STATION AND RECEIVING AND STOCK ROOMS (MIXED USE) - SECTION 311.2 A2 - ASSEMBLY USE; BREAKROOM AND FOOD TENANT (ACCESSORY TO MAIN USE) - SECTION 303.1 B - BUSINESS; NON FOOD TENANT (ACCESSORY TO MAIN USE) - SECTION 304.1 TYPE OF CONSTRUCTION 5B UNPROTECTED (SPRINKLERED) PER SECTION 602.2 AND TABLES 601 AND 602 ALLOWABLE AREA UNLIMITED ISECTION507.2 SECTION 507.3 FIRE PROTECTION: BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND IS SURROUNDED ON ALL SIDES BY 60 FEET MINIMUM OF PERMANENT OPEN SPACE AND COMPLIES WITH SECTION 507.3. UNLIMITED AREA CRITERIA IS APPLICABLE. GENERAL SCOPE OF WORK STOCKROOM: REMODEL AS NOTED AREA OF WORK REVIEW DATE CITY OF ,ZEPHYR IL � - PLANS EXAMINER _....... ........... ............................... :......................................:. KEY PLAN 1 1 " = 50'-0" o rvI� Can- Ll 0 0 U N ) co �lf)NNC� Cfl N Lo O 7 cn a < cn cz I- X 2 z O c U o cis co J'-2-2 N 2co F- o� T O N � Z O W � E ¢cr Lu 7m OW, w ��¢ =�e=m< W � J J �S _ � cn��m�v�LL=Z ¢a ��pC7�w=�Zw Cc aN �mwZ wCn L)p ao= L ¢ a~��~oo0 Z ¢ H �� Om W O X W L O Q F- O z�o�mSwwm�p° Q �V Ir OoaOOm's;LL ¢ cr Ir Z IL Cn2 L OCc CcwwwZ W H n¢mz�Lu =z00¢L�wmmzmmw wwLL00C7¢0� Cn HOw 000E-m as W 0am U U) N T OD o DO O J o o Om ^ p a VV U) (j � .J Z J W o � cr 00 T 1 O 0 V V 1..1. m W W co Nz m O ISSUE BLOCK CHECKED BY: TTH DRAWN BY: EB PROTO CYCLE: 07/17/18 DOCUMENT DATE: 07/31/18 COVER SHEET ARCHITECTURAL ELECTRICAL TREVOR TYSON HOLCOMB ARCHITECT RANDALL C. HAASE 211 N RECORD STREET SUITE 222 1805 N 2ND ST SUITE 5539 DALLAS, TX 75202 ROGERS, AR 72756 SHEET: c1