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<br />STRUCTURAL PAAIELSJ Inc. <br /> <br /> <br /> <br />'* INCREASE SPANS 20% <br />WHEN PANS ARE CONnNUOUS <br />OVER A CENTER BEAM <br /> <br />(SIMPLE) SPAN TABLE * <br />(L.L. = 20 P.S.F.. b. = L/80) <br />THICK TYPE FT. * <br />2n .024 10.51 <br />.030 17.47 <br />3" .024 74.00 <br />.030 75.00 <br />4n .024 77.00 <br />.030 18.31 <br />6" .024 20.25 <br />.030 22.50 <br />- .024 24.82 <br />8" .030 27. 83 <br /> <br />ROOF A TTACHMENT DETAIL <br /> <br />FASTENER TO BE DETERMINED <br /> <br />HOST STRUCTURE <br />#70 5. M. S. X 1 1/2" " 8" <br />0, C. INTO WOOD <br />f)B <br />(2) #10 (P 16" D.C. INTO WALL STUDS <br />Q8 <br />(2) #10 X 2" (; 24" O. C. THRU <br />3/4" (MIN,) FASCIA INTO TRUSS OR <br />RAFTER TAILS * <br />f)B <br />1/4"(1 TAPCONS (; 8" D.C. STAGGERED INTO CONC. <br />W/110 5.M.S. THRU REC. HEADER INTO PAN BOTTOM <br />.t:I.QE.;, 1 1/4" MIN. EMBEDMENT INTO CONC. <br />1 1/2" MIN. EMBEDMENT INTO WOOD <br /> <br />* REPLACE ALL DETERIORA nNG <br />WOOD; W/ FASCIA SECURED <br />TO RAFTER (TRUSS) TAILS <br /> <br />RIDGE BEAM DETAIL <br />N. T. 5. <br /> <br /> <br />#10 S.M.S. W/ WASHER (II 12" D.C. <br />(1/4"~ LAG'" 12" O,C. W/ 1 1/2" <br />(MIN.) ,MB,D. - ""ODl <br /> <br />. . .... <br /> <br />.024" ALUMINuJ <br /> <br /> <br />'. <br />'':.'' ,. <br />.... <br /> <br />ROOF PANELS <br /> <br />WOOD OR <br />ALUM. <br /> <br />(TYP, ) <br />REG. HEADER <br />EXTRUDED <br />RIDGE BEAM DETAIL <br />N. T. 5. <br /> <br />THIS SrRUCTURE HAS BEEN DESIGNED IN <br />ACCORDANCE WITH 77-IE '97 STANDARD BLDG. <br />CODE WI TH ALL REVISIONS TO <br />CHAPT. 7606 FOR 110 MPH WIND VELOCITY <br />VOID AFTE:R 2-1-03 <br /> <br />DA VlD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />'NTNTER HAVEN. FL. 338BO Pg. 2-H <br />(863) 299-1048 <br />