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<br />SOLID ROOF PANEL PRODUCTS <br /> <br /> <br />RIDGE CAP <br /> <br />\ <br />; == =--t'" <br />1 = - ...~ <br /> <br /> <br /> <br /> <br />#8 x 9/16" 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 SDES OF BEAM <br />FOR GABLED APPLlCA TlON <br /> <br />SECTION 7 <br /> <br /> <br />SEALANT <br />PAN !-EADER <br />(BREAK-FORMED OR EXTRUDED) <br /> <br />#8 x 9/16" SMS. (3) PER PAN <br />AN) (1) AT PAN RISER <br /> <br /> <br />PAN OR COMPOSITE ROOF PANEL <br />AL TERNA TE CONNECTION: <br />#8 x 1-V4" SCREWS (3) PER PAN <br />tlTO BEAM THROUGH BOXED Et.[) <br />OF PAN AND !-EADER <br /> <br /> <br />FOR COMPOSITE ROOFS: <br />#10 x (I + V2") SMS. WITH 1-V4" <br />OlMI:TER fEt.DER WASHERS (jjl 12" O.C. \ <br />(LENGTH. PANEL THlCKtlESS + 1") AT . <br />ROOF BEARING ElEMENT (SHOWN) AND <br />24" O.C. AT NON-BEARNG ElBvENT <br />(SDE WALLS) <br /> <br /> <br />NOTE; <br />WrEN FASTE~G PA/lELS OR PANS TO <br />WOOD PLATES SCREWS SHALL HAVE A <br />MNMUM EMBEDMENT OF i <br /> <br /> <br />FOR PAN ROOFS; <br />(3) EACH #8 x 1/2" LONG SM.S. PER <br />12" PANEL <br /> <br /> <br />ROOF PANEL (DESIGN PER TABLES) <br />SECTION 7 <br /> <br />SLPPORTtolG BEAM (PER TABLES) <br /> <br />- .. . .. .;, <br /> <br />~ J !,' ,~, "" t ~ . (> )j "". "'~ :; {w to.:':' :It ~ I"~.",, I .. <br /> <br />.d._,,; <br /> <br />Lawrence E" Bennett, P.E. <br />ava. E:NG#EER . DEVaOPMENT CONSU. T ANT <br />P.O. BOX 4388, SOUTH DAYTONA, A. 32121 <br />TEU:PtiOtoE (90<4) 787-.n 4 <br />FAX (90<4) 787-8558 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPRODUCED N WHOLE OR N PAAT WffiiOUT ~ WRITTEN PERUSSION OF LAWRENCE E. BEN'oETT, P.E <br /> <br />PAGE <br /> <br />117 <br />