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<br />10 Sp. @ 9'=90'
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<br />- 130.67'
<br />7
<br />BUILDING 'A' i
<br />6,795 S.F.
<br />FUTURE 'CICI'S PIZZA'
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<br />130,67' I
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<br />POLE 11
<br />LIGHT 6
<br />6
<br />UNDERGROUND 3 DUMPSTERS IN UNDERGROUND 2
<br />SETS OF 3' PVC 6' ENCLOSURE SETS OF 4' PVC
<br />W/ 4-350 MCM CU W/ GATES (SEE N 89058'47' E 547.57' �// 4-500 MCM CU
<br />7Ln
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<br />PR CRESS ENERGY
<br />TR NSF❑R ER
<br />/ 24 \ -- 5 20' 24' 20' 20'
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<br />PROGRESS \
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<br />ENERGY
<br />UNDERGROUND
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<br />10' 26' 10,
<br />10 Sp. @ 9'=90'— — -_
<br />1011 _
<br />' 10 Sp, b 9'=90'
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<br />S 89058'29' W
<br />548,56'
<br />O P❑WER
<br />POLE
<br />N❑TEI REFER TO CIVIL DRAWINGS FOR SITE
<br />DRAINAGE, UTILITIES & LANDSCAPE
<br />DRAWINGS.
<br />ARCHITECTURAL SITE PLAN
<br />SCALE, 1' = 20'-0' a p
<br />ELE]SERV, =i
<br />52'
<br />WALL
<br />LIGHT NOTE, LIGHT FIXTURES W I
<br />SHALL BE DESIGNED
<br />20' AND SHIELDED SO
<br />4 (�
<br />cab o
<br />5
<br />THAT LIGHT IS
<br />DIRECTED ONTO THE
<br />PARKING AREA AND
<br />DIRECTED AWAY FROM
<br />ADJACENT PROPERTIES
<br />AND TRAFFIC.
<br />cu
<br />BUILDING 'B'
<br />5,850 S.F.
<br />L
<br />POLE W LL
<br />LIGHT LI HT
<br />52'
<br />TOP OF WALL
<br />6'-0'
<br />CONT, #5 REBAR, TYP.
<br />GROUT FILLED CMU
<br />SITE DATAL
<br />REFERENCE BUILDING
<br />CODES:
<br />#6 REBAR @ 56' ❑.C,
<br />SITE AREA = 72,541 SF = 1,66 ACRES
<br />BUILDING:
<br />FLORIDA BUILDING CODE
<br />- VERT, AND @ CORNER
<br />2004 EDITI❑N
<br />-----
<br />SAND ENDS, GROUT CELLS
<br />Z❑NEDI C2
<br />PLUMBING:
<br />FLORIDA PLUMBING CODE
<br />S❑LID AT REBAR, 36' MIN.
<br />2004 EDITI❑N
<br />- LAP
<br />MAX BUILDING PERMITTED 25% = 18,135 SF
<br />MECHANICAL,
<br />FLORIDA MECHANICAL CODE
<br />-
<br />TOTAL BUILDING AREA PROVIDED = 12,645 SF (OK)
<br />2004 EDITI❑N
<br />ELECTRICAL:
<br />NATI❑NAL ELECTRICAL CODE
<br />PAINTED 8' CMU WALL
<br />PARKING REQUIRED:
<br />2005 EDITION
<br />W/ HORIZONTAL REINF, @
<br />RESTAURANT = 1 PER 150 SF = 45 SPACES
<br />ACCESSIBILITY:
<br />FLORIDA ACCESSIBILITY CODE
<br />_
<br />16' ❑.C„ TYP,
<br />GENERAL/OFFICE = 1 PER 200 SF = 29 SPACES
<br />FOR BUILDING C❑NSTRUCTI❑N
<br />FBC 2004 EDITION
<br />_
<br />-
<br />TOTAL PARKING PR❑VIDED = 88 SPACES INCLUDING 4 HC,
<br />LIFE SAFETY:
<br />NFPA 101 LIFE SAFETY CODE
<br />2003 EDITI❑N
<br />6' THICK C❑NC, SLAB
<br />BUILDING AND PAVING AREA = 47,143 SF = 65%
<br />REINFORCED W/ WWF
<br />6X6-W1,4XW1,4
<br />TOTAL GREEN/PERVI❑US AREA = 25,398 SF = 35%
<br />BUILDING CODE
<br />CRITERIA:
<br />-
<br />LEGAL DESCRIPTION,
<br />OCCUPANCY: MERCHANTILE GROUP M (SECTION 309)
<br />TOP OF SLAB
<br />C❑NST, TYPE: IIB
<br />ram.
<br />THE NORTH 2/5 OF TRACT 24, ZEPHYRHILLS COLONY
<br />ALLOWABLE HEIGHT
<br />& BUILDING AREAS:
<br />,
<br />0'-0'
<br />COMPANY LANDS IN SECTI❑N2, T❑WNSHIP 26 SOUTH, RANGE
<br />MAX. BLG,
<br />HEIGHT: 55'-0'
<br />4
<br />21 EAST,AS RECORDED IN PLAT BOOK 1, PAGE 55, PUBLIC
<br />MAX. # OF
<br />ST❑RIES, 4
<br />I:.
<br />RECORDS OF PASC❑ COUNTY, FLORIDA,
<br />MAX, BLG.
<br />AREA: 12,500 S.F.'-
<br />-
<br />- -
<br />COMPACTED FILL, TYP,
<br />REINF, C❑NC, F❑OTING (3)
<br />#5 CONT, AND #3 TIES @
<br />32' D.C.
<br />GATE SHALL BE 6' HIGH
<br />SOLID PANEL ALUMINUM
<br />W/ ALUMINUM FRAME
<br />SCREEN WALL SECTION
<br />A -1 J SCALE, 3/4' = 1'-0'
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<br />Project Number
<br />06082b
<br />Date
<br />03-19-07
<br />Sheet Number
<br />A-1
<br />
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