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<br />DEFERRED SUBMITTAL
<br />THE FOLLOWING SUBMITTALS ARE TO BE SUBMITTED BY THE
<br />GENERAL CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION
<br />FOR APPROVAL PRIOR TO FABRICATION OR INSTALLATION.
<br />SUBMITTALS ARE TO BE SIGNED AND SEALED BY THE ENGINEER
<br />LICENSED IN THE STATE OF FLORIDA OR AS REQUIRED BY THE
<br />AHJ. REF SPECS
<br />COPIES SUBMITTALS
<br />2 FABRIC CANOPY
<br />ZEPHYRHILLS, FL
<br />STORE NO.: 7060225
<br />2017 PICKUP LOW CAP
<br />DRAWING INDEX -
<br />ARCHITECTURAL
<br />C1 COVER SHEET
<br />SP1 SITE PLAN AND DEMOLITION SITE PLAN
<br />SP1.1 PICKUP SITE DETAILS
<br />Al FLOOR PLANS AND DETAILS
<br />A2 BUILDING ELEVATIONS AND SECTIONS
<br />A2.1 PICKUP DETAILS
<br />A3 CANOPY PLANS, ELEVATIONS AND DETAILS
<br />GENERAL ABBREVIATIONS
<br />ABBR
<br />DEFINITION
<br />ABBR
<br />AB
<br />ANCHOR BELT
<br />FV
<br />ACI
<br />AMERICAN CONCRETE INSTTUTE
<br />GA
<br />AFF
<br />ABOVE FINISHED FLOOR
<br />GC
<br />A
<br />AIR HANDLING UNIT
<br />GM
<br />AISC
<br />AMERICAN INSTITUTE OF STEEL CONSTRUCTION
<br />GR
<br />ARCH
<br />ARCHITECTURAL
<br />GYP E
<br />ASTM
<br />AMERICAN SOCIETY OF TESTING AND MATERIALS
<br />H
<br />AWS
<br />AMERICAN WELDING SOCIETY
<br />HMR
<br />BD
<br />BOARD
<br />HORIZ
<br />BFF
<br />BELOW FINISHED FLOOR
<br />HSA
<br />BL
<br />I BLOCK LINTEL
<br />HSS
<br />BLDG
<br />I BUILDING
<br />I INFO
<br />STRUCTURAL
<br />S1 FABRIC CANOPY STRUCTURAL PLAN AND DETAILS
<br />MECHANICAL -
<br />Pi PARTIAL PLUMBING PLANS
<br />ELECTRICAL -
<br />El POWER PLAN
<br />E1.1 ENLARGED ELECTRICAL PLANS
<br />THESE SHEET ARE INCLUDED FOR BIDDING AND
<br />WALMART'S INFORMATION ONLY. HARD COPIES
<br />ARE SUBMITTED SEPARATELY FOR AHJ PLAN
<br />REVIEW
<br />CANOPY
<br />AO GENERAL NOTES
<br />Al PLAN VIEW AND FRONT VIEW ELEVATIONS
<br />A1.1 SIDE ELEVATION
<br />A2 FOOTING DETAIL
<br />A3 ISOMETRIC VIEW
<br />A3.1 ISOMETRIC VIEW
<br />A4 CONNECTIONS DETAIL
<br />BUILDING CODE SUMMARY
<br />NAME OF PROJECT
<br />STREET ADDRESS:
<br />PROPOSED USE:
<br />ZEPHYRHILLS, FL
<br />7631 GALL BLVD
<br />RETAIL
<br />BO
<br />BOTTOM OF
<br />ISO
<br />BOS
<br />BOTTOM OF STEEL OR BOTTOM OF STUD
<br />JBE
<br />BTM
<br />BOTTOM
<br />JST
<br />BRIG
<br />BEARING
<br />JT
<br />CD
<br />CASH DRAWER
<br />KSI
<br />CJ
<br />CONTROL JOINT
<br />L
<br />CL
<br />CENTERLINE
<br />LB
<br />CLR
<br />CLEAR
<br />LLH
<br />CMU
<br />CONCRETE MASONRY UNIT
<br />LLV
<br />COL
<br />COLUMN
<br />LONG
<br />CONC
<br />CONCRETE
<br />MAX
<br />CONST
<br />CONSTRUCTION
<br />MDF
<br />CONT
<br />CONTINUOUS
<br />MECH
<br />DIA
<br />DIAMETER
<br />MFR
<br />IDS
<br />DOWNSPOUT
<br />MIN
<br />EAS
<br />EMERGENCY ACCESS SYSTEM
<br />MISC
<br />EDC
<br />ELECTRICAL DISTRIBUTION CENTER
<br />MTL
<br />EIFS
<br />EXTERIOR INSULATION AND FINISH SYSTEM
<br />NIC
<br />EJ
<br />EXPANSION JOINT
<br />NRP
<br />EL
<br />ELEVATION
<br />NO
<br />FLFC
<br />ELECTRICAL
<br />NS
<br />ES
<br />EQUIPMENT SUPPLIER
<br />OC
<br />EW
<br />EACH WAY
<br />OCH
<br />EXT
<br />EXTERIOR
<br />OCV
<br />FDN
<br />FOUNDATION
<br />OD
<br />FF
<br />FINISHED FLOOR
<br />OH
<br />FS
<br />FAR SIDE
<br />PAF
<br />CODES: BUILDING CODE:
<br />2014 FLORIDA BUILDING CODE 5TH
<br />EDITION
<br />MECHANICAL CODE:
<br />2014 FLORIDA MECHANICAL CODE 5TH
<br />EDITION
<br />PLUMBING CODE:
<br />2014 FLORIDA PLUMBING CODE 5TH
<br />EDITION
<br />ELECTRICAL CODE:
<br />2011 NATIONAL ELECTRICAL CODE
<br />FIRE CODE:
<br />2014 FLORIDA FIRE PREVENTION CODE
<br />5TH
<br />EDITION
<br />ACCESSIBILITY:
<br />FLORIDA ACCESSIBILITY CODE
<br />OCCUPANCY- M-MERCANTILE; WHOLESALE
<br />OR RETAIL STORE (MAIN USE)
<br />- SECT.
<br />309.1
<br />S1-STORAGE AREA;MOTOR
<br />VEHICLE SERVICE STATION
<br />AND RECEIVING AND STOCK ROOMS (MIXED USE)
<br />- SECT.
<br />311.2
<br />A2-ASSEMBLY USE; BREAK
<br />ROOM
<br />- SECT.
<br />303.1
<br />TYPE OF CONSTRUCTION: V-B UNPROTECTED (SPRINKLERED) PER SECTION 602.2 AND TABLES 601 AND 602
<br />FIRE PROTECTION: BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND
<br />IS SURROUNDED ON ALL SIDE BY 60 FEET MINIMUM OF PERMANENT OPEN SPACE
<br />AND COMPLIES WITH SECTION 507.3 UNLIMITED AREA CRITERIA IS APPLICABLE.
<br />WALLACE ENGINEERING, STRUCTURAL CONSULTANTS, INC.
<br />CARRIE J. JOHNSON
<br />200 EAST BRADY STREET
<br />TULSA, OKLAHOMA 74103
<br />918 584-5858
<br />ARCHITECTURAL:
<br />SGA DESIGN GROUP, P.C.
<br />CHRISTOPHER MARIMAN YOUNG
<br />1437 SOUTH BOULDER, SUITE 550
<br />TULSA, OKLAHOMA 74119.3609
<br />918 587-8600
<br />PLUMBING
<br />HENDERSON ENGINEERS, INC
<br />SEAN 0. EISLER
<br />8345 LENEXA DRIVE, SUITE 300
<br />LENEXA, KANSAS 66214
<br />913) 742-5000
<br />ABBREVIATIONS
<br />GENERAL ABBREVIATIONS
<br />DEFINITION
<br />FIELD VERIFY
<br />GAUGE
<br />GENERAL CONTRACTOR
<br />GENERAL MERCHANDISE
<br />GROCERY
<br />GYPSUM BOARD
<br />HEIGHT
<br />HOME MEAL REPLACEMENT
<br />INFORMATION
<br />ISOLATION
<br />LENGTH
<br />POUNDS
<br />LONG LEG HORIZONTAL
<br />LONG LEG VERTICAL
<br />LONGITUDINAL
<br />MAXIMUM
<br />MEDIUM DENSITY FIBERBOARD
<br />MECHANICAL
<br />MANUFACTURER
<br />MINIMUM _
<br />MISCELLANEOUS
<br />METAL
<br />NOT IN CONTRACT
<br />NON -FIBERGLASS REINFORCED PLASTIC
<br />NUMBER
<br />NEAR SIDE
<br />NOT TO SCALE
<br />ON CENTER
<br />ON CENTER HORIZONTALY
<br />ON CENTER VERTICALY
<br />OUTSIDE DIAMETER
<br />OPPOSITE HAND
<br />POWDER ACTUATED FASTNER
<br />ELECTRICAL
<br />HENDERSON ENGINEERS, INC
<br />VINCENT G. MASILIONS
<br />8345 LENEXA DRIVE, SUITE 300
<br />LENEXA, KANSAS 66214
<br />1913) 742-5000
<br />GENERAL ABBREVIATIONS
<br />ABBR
<br />DEFINITION
<br />PLAM
<br />PLASTIC LAMINATE
<br />PL
<br />PLATE
<br />PLF
<br />POUNDS PER LINEAR FOOT
<br />PMEJ
<br />PREMOLDED EXPANSION JOINT
<br />PT
<br />PRESSURE TREATED
<br />PSF
<br />POUNDS PER SQUARE FOOT
<br />PSI
<br />POUNDS PER SQUARE INCH
<br />PS
<br />PROTECTIVE SURFACING
<br />PVC
<br />POLYVINYL CHLORIDE
<br />QTY
<br />QUANTITY
<br />REF
<br />REFER TO
<br />REINF
<br />REINFORCING
<br />RO
<br />ROUGH OPENING
<br />RTU
<br />ROOF TOP UNIT
<br />SCHED
<br />SCHEDULE
<br />SDI
<br />STEEL DECK INSTITUTE
<br />SIM
<br />SIMILAR
<br />SJI
<br />STEEL JOIST INSTITUTE
<br />SP
<br />SPACES
<br />SPECS
<br />SPECIFICATIONS
<br />SS
<br />STAINLESS STEEL
<br />STRUC
<br />STRUCTURAL
<br />T&B
<br />TOP AND BOTTOM
<br />THK
<br />THICKNESS
<br />TO
<br />TOP OF
<br />TOC TC
<br />TOP OF CONCRETE
<br />TOF
<br />TOP OF FOOTING
<br />TOGB
<br />TOP OF GRADE BEAM
<br />TOM
<br />TOP OF MASONRY
<br />TOP TP
<br />TOP OF PAVING
<br />TOS
<br />TOP OF STEEL OR TOP
<br />TRANS
<br />TRANSVERSE
<br />TYP
<br />TYPICAL
<br />UNO
<br />UNLESS NOTED OTHERV
<br />VERT
<br />VERTICAL
<br />VTR
<br />VENT THROUGH ROOF
<br />W
<br />WIDTH
<br />O
<br />0
<br />*** 1 40
<br />swo 1 *4 to
<br />EXISTING SQ FT: 2097736
<br />CANOPY DATE: 02/16/17
<br />PROTO: LOW CAP CANOPY
<br />GENERAL REQUIREMENTS I SITE VERIFICATION REQUIREMENTS
<br />1.
<br />ALL WORK SHALL BE DONE IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL AND/OR STATE (IF
<br />1.
<br />THE ARCHITECT HAS MADE THESE DRAWINGS BASED ON THE EXISTING BUILDING AND
<br />APPLICABLE) BUILDING CODES, NATIONAL ELECTRIC CODE (NEC), ADA-ADAAGS (ADOPTED HANDICAP ACCESSIBILITY
<br />CONDITIONS. THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING
<br />REQUIREMENTS), OSHA AND ALL APPLICABLE CODES, REGULATION, ORDINANCES, AND AUTHORITIES HAVING JURISDICTION.
<br />CONDITIONS PRIOR TO THE SUBMISSION OF HIS BID AND TO THE COMMENCEMENT OF
<br />2.
<br />EACH CONTRACTOR AND THEIR SUB -CONTRACTORS ARE RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL
<br />ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE CONTRACTOR'S
<br />DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE
<br />FAILURE TO ACQUAINT HIMSELF WITH EXISTING SITE CONDITIONS WHICH INCLUDE, BUT
<br />DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION
<br />ARE NOT LIMITED TO EXISTING WALL, CEILINGS, OR UTILITIES.
<br />SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS
<br />2.
<br />ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL
<br />KNOWLEDGE.
<br />BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION AND
<br />3.
<br />THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR
<br />INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN
<br />DRAPES AS REQUIRED AND/OR DIRECTED BY THE WALMART CONSTRUCTION MANAGER TO KEEP DUST AND MOISTURE
<br />ASSUMING EXISTING BUILDING CONDITIONS MATCH THE ORIGINAL DRAWINGS. THE
<br />FROM THE OPERATING AREAS OF THE STORE.
<br />GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THIS SITE, SHALL VERIFY ALL
<br />4.
<br />ANY DAMAGE TO WALMART PROPERTY, WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION, SHALL BE
<br />EXISTING STRUCTURAL COLUMN DIMENSIONS, STRUCTURAL BEARING HEIGHTS, EXISTING
<br />REPAIRED/REPLACED AT NO ADDITIONAL COST TO WALMART, THIS INCLUDES ALL MERCHANDISE. THE CONTRACTOR
<br />DIMENSION, AND ROOFING CONDITIONS (INCLUDING PARAPETS). IF DISCREPANCIES ARE
<br />SHALL PAY WALMART THE RETAIL COST FOR ALL DAMAGED MERCHANDISE.
<br />FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS,
<br />5.
<br />THE CONTRACTOR SHALL KEEP WORK AREA CLEAN AND FREE OF DEBRIS AND SHALL REMOVE ALL TRASH AND DEBRIS
<br />CONTACT THE WALMART CONSTRUCTION MANAGER AND THE ARCHITECT IMMEDIATELY TO
<br />FROM THE CONSTRUCTION AREA DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE EXISTING
<br />DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH EXISTING CONDITIONS.
<br />BUILDING OR CONSTRUCTION AREAS.
<br />3.
<br />ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD
<br />6.
<br />REMOVE ANY EXISTING ITEMS, SERVICES, FINISHES OR SURFACES AS REQUIRED FOR THE INSTALLATION OF NEW
<br />VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT)
<br />CONSTRUCTION. PROVIDE FURRING FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH
<br />PRIOR TO THE SUBMISSION OF HIS BID OR THE COMMENCEMENT OF CONSTRUCTION.
<br />ADJACENT FINISHES.
<br />THE CONTRACTOR SHALL NOTIFY THE WALMART CONSTRUCTION MANAGER AND THE
<br />7.
<br />ALL ADJACENT TENANT SPACES SHALL REMAIN IN SERVICE DURING DEMOLITION AND CONSTRUCTION.
<br />ARCHITECT OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON THE
<br />8.
<br />SCHEDULE ALL WORK TO KEEP DISRUPTIONS TO THE STORE OPERATIONS AT A MINIMUM. COORDINATE UTILITY
<br />DRAWINGS.
<br />DISRUPTIONS WITH THE WALMART STORE MANAGER.
<br />4.
<br />THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND
<br />9.
<br />REPAIR, RE-REOUTE, AND EXTEND ALL SERVICES, PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED
<br />UTILITY SERVICES PRIOR TO ANY EXCAVATION.
<br />DURING THE CONSTRUCTION PROCESS FOR THE COMPLETE INSTALLATION AND OPERATIONS OF NEW EQUIPMENT. THIS
<br />5.
<br />REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WALMART AND THE
<br />INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT OR RELATED ITEMS AS
<br />ARCHITECT PRIOR TO MAKING ANY MODIFICATIONS OR ORDERING OF ANY MATERIALS.
<br />REQUIRED FOR PROPER OPERATION.
<br />OR OR REPAINT AS NECESSARY TO BLEND WITH /
<br />WHERE EXISTING FINISHES ARE TO REMAIN CLEAN REPAIR PATCH AND/
<br />ADJACENT SURFACES. COORDINATE WITH WALMART CONSTRUCTION MANAGER.
<br />DEMOLITION NOTES
<br />11.
<br />THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF
<br />THE CONSTRUCTION SCHEDULE OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE
<br />DELIVERY OF MATERIALS IN A TIMELY MANNER.
<br />1.
<br />CONTRACTOR RESPONSIBLE FOR ALL JOBSITE SAFETY AND COMPLIANCE WITH OSHA
<br />12. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE ARCHITECT FOR VERIFICATIONS, RESPONSES
<br />AND SUBMISSIONS.
<br />REGULATION. CONTRACTOR WILL INSTALL TEMPORARY WALL, DUST BARRICADES AND
<br />13.
<br />DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE ONE U.L. LISTED 2A-20BC DRY CHEMICAL FIRE EXTINGUISHER, OR ONE
<br />CONSTRUCTION BARRIERS AND TAKE ALL PRECAUTIONS TO PROTECT CUSTOMERS AND
<br />STANDARD U.L. LISTED 2-1/2 GALLON WATER (E-10) AND ONE U.L. LISTED 1OBC CARBON DIOXIDE FIRE EXTINGUISHER
<br />ASSOCIATES FROM CONSTRUCTION OPERATIONS.
<br />MOUNTED TOGETHER IN EACH 3000 SQUARE FOOT OF WORK AREA OR FRACTION THEREOF (MINIMUM OF TWO AVAILABLE
<br />2.
<br />THE CONTRACTOR SHALL FIELD VERIFY THE EXTEND OF DEMOLITION. IF DISCREPANCIES
<br />IN ALL CONSTRUCTION AREAS AT ALL TIMES).
<br />ARE FOUND, CONTACT THE ARCHITECT AND WALMART CONSTRUCTION MANAGER.
<br />14.
<br />IF MODIFICATION TO SPRINKLER SYSTEM IS REQUIRED, THE GENERAL CONTRACTOR SHALL HIRE A LICENSED SPRINKLER
<br />3.
<br />WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR
<br />CONTRACTOR. THE CONTRACTOR IS TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL TO THE AJH
<br />OR A MINIMUM OF 6" ABOVE FINISH CEILING.
<br />PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM.
<br />4.
<br />SAW CUTTING OF EXISTING CONCRETE WILL BE COORDINATED WITH STORE MANAGER FOR
<br />15.
<br />THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS INCLUDES
<br />APPROPRIATE HOURS TO MINIMIZE CUSTOMERS DISTURBANCE. NO JACKHAMMERS ARE
<br />KEEPING THE BUILDING SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE CONTRACTOR SHALL BE
<br />ALLOWED.
<br />RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY SYSTEM. THE CONTRACTOR SHALL OBTAIN
<br />5.
<br />GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF CONSTRUCTION WASTE AND
<br />PERMISSION FROM THE STORE MANAGER PRIOR TO THE MODIFICATION OF ANY EXISTING SECURITY SYSTEM FOR THE
<br />DEBRIS. DO NOT USE STORE DUMPSTERS. PREVENT CUSTOMERS AND ASSOCIATES FROM
<br />OPENING (DEMOLITION) OF ANY EXTERIOR WALL.
<br />CONTACT WITH CONSTRUCTION WASTE.
<br />16.
<br />FIRE ALARM DRAWINGS TO BE PROVIDED BY WALMART ALARM SERVICES.
<br />6.
<br />COORDINATE LOCATION OF DUMPSTER ON SITE WITH WALMART CM.
<br />17. CONTRACTOR TO MAINTAIN ACCESS TO ALL EMERGENCY EGRESS EXITS DURIGN CONSTRUCTION OPERATIONS.
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<br />ISSUE BLOCK
<br />Al CCD#1 04/07/17
<br />CHECKED BY:
<br />RWO
<br />DRAWN BY:
<br />LMD/CRE
<br />PROTO:
<br />LCC
<br />PROTO CYCLE:
<br />01131117
<br />DOCUMENT DATE:
<br />02/16/17
<br />RECORD DRAWINGS NOTICE
<br />THE RECORD COPY OF THIS DRAWING
<br />IS ON FILE AT THE OFFICES OF SGA
<br />DESIGN GROUP. THIS ELECTRONIC
<br />DOCUMENT IS RELEASED FOR THE
<br />PURPOSES OF REFERENCE,
<br />COORDINATION, AND/OR FACILITY
<br />MANAGEMENT. THIS DRAWING SHALL
<br />NOT BE CONSIDERED FINAL OR
<br />COMPLETE UNLESS IT IS SIGNED AND
<br />SEALED BY THE ARCHITECT.
<br />COVER
<br />SHEET
<br />SHEET:
<br />c 1
<br />
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