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110 <br /> WIND FORCES FBC 1609 <br /> EXPOSURE CATEGORY <br /> A B C D <br /> IMPORTANCE FACTOR <br /> 1_0 1.15 0.87 0.77 <br /> INTERNAL PRESSURE-WALL PRESSURE <br /> +17.4 -21.1 MID WALL <br /> +21_5 -28__2 END WALL <br /> DESIGN WIND PRESSURE FOR COMPONENTS <br /> MAX COMPONENT = 29.1 <br /> ALL OTHER REQUIREMENTS PER <br /> 2007 FBCR WITH 2Oa9 SUPPLEMENTS <br /> CARPORTS AND SCREEN ROOMS = TYPE II <br /> GARAGES, SHEDS AND GLASSROOMS = TYPE V-B <br /> W/ FACTORY CONNECTION BEAM <br /> FOR <br /> CARPORTS, SCREEN ROOMS, <br /> SHEDS AND GARAGES <br /> 3"EXTRUDED HEADER <br /> / ROOF PANS OR PANELS <br /> 1'OVERHANG <br /> i <br /> EXISTING HOME � <br /> FACTOR CONNECT[ON BEAM <br /> i <br /> LOAD TRANSFER LINE i TRqNSF�ERRED ROM T�HIS SOTRUCTURE 3"X3"X .093 ALUM POST <br /> THROUGH THE EXISTING HOBILE HOME � <br /> � INTO THE FOUNDATION/GROUND <br /> 2' OUTRIGGER <br /> i <br /> 8"X8"X] 6" CELL HLOCK HIDDEN POST FOOT <br /> � - — — � PERIMETER BLOCKING CONNECTION <br /> 12"X1" I BEAM BRACED TO MANUF SPECS. <br /> 24"X24" PIER PAD <br /> CONCRETE pRNE ° 8 <br /> A SSUMED MINIMUM SOIL PRESSURE ] 000 PSI ,�_ <br /> - -_.___._,�..��_��_��.- --------�_-------- - -- --- <br /> 8'7t12"MONOLITHIC I 12 � I <br /> FOOTER W/ 1#S REBAR CONT SHEET_ �A � <br /> FOR: BkN CONST OF CEN FLA <br /> �025 MORRIS BRIDGE ROAD <br /> ZEPHYRHlL1.S, FLORIDA J3513 <br /> f00-2Z�-It06 FAX(�IJ)71S-63t3 <br /> THESE STANDARDS AND PLANS <br /> ME THE 2001 FBCR 1609 <br /> W I009 SUPPLIMENTS' <br /> AX WI 1 MP � �� / <br /> ON <br /> LEON RDG. "GE FP' WOOD PE <br /> ENGWEER N �1377 <br /> 103� THE FENWAY <br /> MULBERRY, P1ARlDA J)86U <br /> TELFPHONFI FAX Y6J-616-3317 <br /> MOBILE N 863�30-2717 <br />