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<br />OC/22/1996 20:43 <br /> <br />:::1 ::::-'j'31-7:::::::i) <br /> <br />BA"/ \/ILLAGE <br /> <br />F'AGE 01 <br /> <br />.,. .. KEF :~E:JG'~\I~ 5-~'1 <br /> <br />_FECP <br />FLORIDA ENGINEERED CONSTRUCTION PRODUCTS CORR <br /> <br />CORfI'OlU.TE Ofll'lCl <br />aJ24 llR MI <br />P. O. Box 24607 <br />TAMPA. FL 33823 <br />(1113) $21-4&41 <br />FAX LINE: (813) 821.()$71 <br /> <br />DIVISIONS: <br /> <br />Zepherhills BUilding Dept. <br />Ref: Whale)'/Hall Res. <br />Lots 61+62 Silver Oaks Subdiv. <br />Bay Village Builders <br /> <br />CAST-CREn: TAM'A <br />P. O. BOX 24561 <br />TAMPA, f'l 33e23 <br />(613} e2'1~l <br />FAX LINE: (813) 6Z1-M71 <br /> <br />Dear Sirs: <br /> <br />WIO LUMBER' TIlUSS <br />~20'\l SR 54 <br />OOESSA. F'L 335-."6 <br />PASCO (800) 888-3327 <br />HILLSBO<;OUGH (813) g~3 <br />FAX ll'iE (S~3) 920-200.' <br /> <br />WID Truss Company supplied the roof trusses for the above <br />mentioned house and thus have supplied the truss engineering <br />which is at the jobsite. <br />These drawings show all the pertinent information including the <br />reaction loads at the rear lanai beam. The type A-tO truss has a <br />reation of 2,169 lbs. and f)'pes A.9 thru ..\.-6 has a reation of 1,819 <br />Jbs.each. The rear wood beam has a uniform load 960 Ibs. pe." foot <br />and a reaction of 6,720 Ibs. at the bearing of the beam if a center <br />support column is used. Of COUrse if more than one support <br />column is used, these figures would be reduced. <br /> <br />Sincerely, <br /> <br />~~ <br /> <br />B.-uce \V. Field <br />