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<br />SOLID ROOF PANEL PRODUCTS <br /> <br />SECTION 7 <br /> <br />P AN ROOF ANCHORING DETAILS <br /> <br />RIDGE CAP <br /> <br />\ <br />{- ::::::::-~ <br />---- u <br /> <br /> <br /> <br /> <br />~- ......-i. <br /> <br /> <br /> <br />#8 x 9/18. SMS. (3) PER PAN -!J <br />AND (1) AT PAN RISER <br /> <br />#8 x 9/16" SMS. (3) PER PAN <br />ALONG PAN BOTTOM <br /> <br />HEADERS AND PANELS ON <br />BOTH SOES OF BEAM <br />FOR GABLED APPUCA nON <br /> <br />SEAlANT <br />PAN HEADER <br />(BREAK-FORMED OR EXTRLOED) <br /> <br />#8 x 9/18. SMS. (3) PER PAN <br />AND (1) AT PAN RISER <br /> <br /> <br />PAN OR COMPOSITE ROOF PANEL <br /> <br />AL TERNA TE CONNECTION: <br />#8 x 1-V4. SCREWS (3) PER PAN <br />MO BEAM THROUGH BOXED ~ <br />OF PAN AND HEADER <br /> <br />ROOF PANEL TO BEAM DETAIL <br /> <br />FOR COMPOSITE ROOFS: <br />#10 x (t + VZ') SMS. WITH 1-V4" <br />DIAMETER fe.DER WASHERS @ 12" O.C. \ <br />(LENGTH . PANEL THICKNESS + 1") AT' <br />ROOF BEARING ElEMENT (SHOWN) AND <br />24. O.C. AT NON-BEARNG ElEMENT <br />(SDE WALLS) <br /> <br /> <br />NOTE: <br />WrEN FASTENtolG PANELS OR PANS TO <br />WOOD PLATES SCREWS SHALL HAVE A <br />MNMUM EMBEDMENT OF r <br /> <br /> <br />FOR PAN ROOFS: <br />(3) EACH #8 x 1/2. LONG SM.S. PER <br />12" PANEL <br /> <br />.=oj <br />I <br />~~ <br /> <br />=1 <br /> <br />ROOF PANEL (DESIGN PER TABLES) <br />SEcnON 7 <br /> <br />SUPPORTING BEAM (PER TABLES) <br /> <br />. " <br />- - - - <br />_,.. ~ <";" - '"'I - -~ . .. -.... - _ _ ~ <br />,~.....,.. .... "-~~ 1>"'''"''' , <br /> <br />f' <br /> <br />Lawrence E. Bennett, P.E. <br />avL ENGI-EER ' DEVEl.~ CONSU. T ANT <br />P.O. BOX 4368, SOU'Trt DA YTClNA. FL 32121 <br />T'El..EPH()N; (9Q.4) 767, 4 n 4 <br />FAX (9Q.4) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPROOUCED N WHOLE OR N PART WITHOUT TrE WRl'TTEN PERMSSION Of' LAWRENCE E. Ba#ETT, PE. <br /> <br />117 <br />