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<br />SOLID ROOF PANEL PRODUCTS <br /> <br />SECTION 7 <br /> <br />PAN ROOF ANCHORING DETAILS <br /> <br />RIDGE CAP <br /> <br />\ <br />J=~ <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 APPUCAOON <br /> <br />SEALANT <br /> <br />PAN !-EADER <br />(BREAK-FOAMED OR EXTRUDED) <br /> <br />#8 x 9/16' SM3, (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-V.' SCREWS (3) PER PAN <br />NTO BEAM THROUGH BOXED e.o <br />OF PAN AND HEADER <br /> <br /> <br />FOR COMPOSITE ROOFS: <br />#10 x (t + V2") SMS. WITH 1-V.' <br />DWvETER FEJo.DER WASHERS @ 12' O.C. \ <br />(LENGTH. PANEL THCK/lESS + 1') AT ' <br />ROOF BEARING ELE1vfENT (SHOWN) AM) <br />24' O.C, AT NON-BEARfolG ELe.ENT <br />(SDE WALLS) <br /> <br /> <br />NOTE: <br />WreN FASTENt-lG PAtELS OR PANS TO <br />WOOD PLATES SCREWS SHALL HAVE A <br />MNMUM EMBEDMENT OF 1" <br /> <br /> <br />FOR PAN ROOFS: <br />(3) EACH #8 x 1/2' LONG SM.S. PER <br />12' PAtEL <br /> <br /> <br />ROOF PANEL (DESIGN PER TABLES) <br />SECTION 7 <br /> <br />SUPPORTNG BEAM (PER TABLES) <br /> <br /> <br />Lawrence E. Bennett, P.E. <br />CIVI. ENGf\EER - DEVELOPM:NT CONSU. T ANT <br />P.O, BOX 4368, SOUTH DAYTONA. Fl 3Z121 <br />T'EUPHClfoE (9().4) 767- 4 n 4 <br />FAX (9().4) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPROOUCED N WHOlE OR N PART WTll-iOUT TIE WRITTEN PERMSSION OF LAWRENCE E. BE!IN:TT, P.E. <br /> <br />117 <br />