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' I10 � <br /> WIND FORCES FBC 1609 <br /> E7CPOSURE CATEGORY <br /> A B ,Y. C D <br /> IMPORTANC`E FACTOR <br /> 1_0 X: I.15 0_87 0_7� <br /> INTBRNAL PRESSIJ3tE-WALL PRESSURE <br /> +]7 4 -21 1 MID WALL <br /> +21_5 -28.2 END WALL <br /> DESIGN WII�TD PRESSURE FOFt COMPONENTS <br /> MAX COMPONENT= 19 1 <br /> ALL OTHER REQIJIREMENTS PER <br /> 2007 FBCR WITH 2O09 SUPPLEMEENTS <br /> CARPORTS AND SCREEN ROOMS = TYPE I1 <br /> GARAGES, SHEDS AND GLASSROOMS = TYPE V-B <br /> W/FACTORY CONNECTION BEAM <br /> FOR CARPORTS, SCREEN ROOMS <br /> SHEDS AND GARAGES <br /> 3"EXTRUDED HE/�DER <br /> ROOF PANS OR PANELS <br /> �=a 1'OVERHANG <br /> i <br /> EXISTINa HOME � <br /> FACTOR CONNECTION BEAM <br /> � <br /> LOAD TRANSFER LINE ALL GRAVITY AND WWD LOADS ARE 3"X3"X.093 ALUM POST <br /> TRANSFERRED FROM THIS STRUCTURE <br /> THROUGH THE EXISTING HOBILE HOME <br /> � INTO THE FOUNDATION/GROUND <br /> 2'OUTRIGGER <br /> i <br /> B'7C8"X16°CELL BLOCK i HIDDEN POST FOOT <br /> - ' ——� PEWJvIETER BLOCKINO CONNECT70N <br /> ]2"Xl" I BEAM BRACEA TO MANUF SPECS. <br /> 24"X24"PIER PAD <br /> ASSUMED MINIMUM SOIL PRESSURE ]000 PS] CONCRETE DRNE F 8�_' <br /> _._.�..^_�._ — — -- ._�_'_ �_iz�i SHEET � OF� <br /> 8'?C 12"MONOLITHIC '— <br /> FOOTER W/i NS REBAR CONT <br /> FOR:B&H CONST OF CEN FLA <br /> 4025 MORRIS BRIDGE ROAD <br /> ZEPHYRHILLS,FLORIDA 33543 <br /> 800-224-1206 FAX#(8l3)715-6585 <br /> THESE S7ANDARDS AND PLANS <br /> T TFIE 2007 FBCR 1609 <br /> H 2O09 SUPPLi:v1ENTS <br /> AX � MP <br /> ON �""' l � � <br /> LEONAR�G."GEOFF" O D PE <br /> EN(iINF.F.R#47377 <br /> 4034 TI�p'ENWAY <br /> MULBERR.Y,FI.ORIDA 33860 <br /> TELEPHONE/FAX 863-646-5517 <br /> MOBII.E#863-430-2717 <br />