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LIA <br />a <br />0 <br />SCHEDULE AND NOTES <br />F1 108" X 108" X 24" #5 REBAR 8" D.C. E,W, 1 MAT <br />CB1 12' X 32" W/ 3 #5 REBAR C❑NTINU❑US #4 VERTICALS 48" D.C. <br />TIE COLUMN F❑❑TER MAT AND CB REBAR, HOOK ANCHOR RODS TO MAT <br />12" X 20" X 8" PEDESTAL CENTERED ON EACH COLUMN F❑❑TER <br />NOTE: PEMB LAYOUT DRAWINGS ❑VERRIDE CENTER TO CENTER F❑❑TER DIMENSI❑NS <br />NOTE: ANCHOR ROD SIZES AND LAYOUT BY VARC❑ PRUDEN PEMB DESIGN DRAWINGS <br />NOTE: SITE GRADE VARIES. MINIMUM DEPTH TO BOTTOM OF F❑❑TER TO BE 24" BELOW <br />10( <br />BL] <br />L I I` <br />DESIGN BASED ON FLORIDA BUILDING CODE 2007 <br />WITH 2O08 AND 2009 REVISI❑NS) 115 MPH WIND AND 1500 PSI S❑IL, <br />EXPOSURE FACTOR B, IMP❑RTANCE FACTOR 1, T❑P❑GRAPHICAL FACTOR <br />EAVE HEIGHT 19', ROOF PITCH, 1:12, CENTERED RIDGE, GABLE ENDS <br />GRADE <br />1, WIND PRESSURE 20,16 PSF, <br />72" X 20" <br />CEMTERED <br />PEDESTAL <br />ON F DOTER <br />5 REBAR 8" ❑,C, E,W, <br />ATCH TOP OF PEDESTAL <br />ND TOP OF CB <br />45 REBAR <br />WITH # 4 VERTICALS <br />48" ❑,C, <br />A016 <br />ANCHOR ROD <br />MIN EMBED <br />7/8" DIA- g„ <br />3/4" DIA- 10" <br />7/8" DIA - 1211 <br />1" DIA - 14" <br />1 1/8" DIA - 16" <br />1 1/4" DIA - 19" <br />1 1/2" DIA - 22" <br />ALL WORK SHALL COMPLY WITH ALL <br />PREVAILING CODES, FLORIDA BUILDING <br />CODE, NATIONAL ELECTRIC CODE AND <br />CITY OF ZEPHYRHILLS ORDINANCES <br />REVIEW DATE S"4-o <br />CITY OF ZEPHYRHILLS <br />PLANS EXAMINER _ �S� <br />APH 2 2 2009 <br />CD <br />�- <br />Ln <br />0) <br />Nl- <br />75 <br />1 <br />p4 <br />Ri <br />`0 <br />m <br />_ <br />W <br />>1 <br />I <br />� <br />n <br />_ <br />co <br />CD CD <br />x <br />� <br />�4t <br />m <br />S <br />M <br />U <br />LJd- <br />d <br />pq <br />Lj- <br />I <br />� <br />75 <br />M <br />O <br />� <br />CD <br />d <br />Q!� <br />l_,_ <br />00 <br />I— <br />0o <br />U <br />z <br />H <br />m <br />� ,� <br />li <br />1- LJ <br />I <br />0 <br />U <br />o <br />Q <br />Ln <br />U <br />Q <br />n <br />�,D <br />z <br />Ln <br />00 <br />oQM <br />U <br />CL <br />M <br />x <br />W <br />- <br />L <br />, <br />M <br />W <br />C1J <br />W <br />Z <br />H <br />� <br />� <br />W <br />LD <br />U <br />o <br />Ln <br />d <br />U <br />(U <br />Z <br />0 <br />1 <br />ZoQEM <br />QLn <br />-Jd <br />--i <br />U <br />(ZJ <br />0. <br />1— <br />0o <br />Ln <br />Q <br />m <br />o <br />m <br />Q <br />L� <br />� <br />z <br />� <br />Q <br />� <br />Q <br />� <br />� <br />W <br />—I <br />pq <br />(I- <br />= <br />F-1 <br />U <br />� <br />W <br />LLJ <br />n <br />3 <br />M <br />N <br />U <br />W <br />n/ <br />n <br />S-1 <br />4/20/2009 <br />REVISED <br />