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<br />SOLID ROOF PANEL PRODUCTS <br /> <br />~ECTIO~ 7 <br /> <br />RIDGE CAP <br /> <br />#8 x 911f3" TFK SCREWS @ <br />PAN RIBS E.ACH SIDE <br /> <br />CAULK ALL EXPOSED SCREW <br />HEADS & WASHERS <br /> <br />#8 x 1/2" S MS (3) PER PAN <br />AND (1) AT PAN RISER <br /> <br />AL TERNATE CONNECTION: <br />liB x 1-1/4" SCREWS (3) PER <br />PAN INTO BEAM THROUGH <br />BOXED END OF PAN AND <br />HEADER <br /> <br />WHEN FAS TFNING PANELS <br />nl~ PANS TO WOOD F)LATES <br />SCREWS SHALL HAVE A <br />MINIMUM EMBEDMENT OF 1" <br /> <br />CAULK ALL EXPOSED SCREW <br />HEADS & WASHERS <br /> <br />FOR COMPOSITE ROOFS: <br />#10 x (I +1/2") SM.S. W/ <br />1/4"0 FENDER WASHERS <br />@ 12" O.c. (LENGTH = <br />PANEL THICKNESS + 1") <br />@ ROOF BEARING ELEMENT <br />(SHOWN) AND 24" O.C. @ <br />NON-BEARING ELEMENT (SIDE <br />WALLS) <br /> <br />PAN ROOF ANCHORING DETAILS <br /> <br />~ <br /> <br />SEALAN-' <br /> <br />PAN HEADEF~ (I3HEAK- <br />FORMED OR EXT) <br /> <br />HEADERS AND PANELS ON <br />BOTH SIDES OF BEAM FOR <br />GABLED APPLICATION <br /> <br /> <br />PAN OR COMPOSITE ROOF <br />PANEL <br /> <br />#8 x 1/2" 8.M.S. (3) PER PAN <br />ALONG PAN BOTTOM <br /> <br />ROOF PANEL TO BEAM DETAIL <br />SCALE: 3" = 1 '-0" <br /> <br /> <br />FOR PAN ROOFS: <br />(3) EACH #8 x 1/2" LONG S.M.S <br />PER 12" PANEL <br /> <br />-.:> <br /> <br />ROOF PANEL <br />(PER T ABl.E S SECTION 7) <br /> <br />SUPPORTING BEAM <br />(PER TABLES) <br /> <br />ROOF PANEL TO BEAM FASTENING DETAIL <br />SCALE: 3" = 1 '-0" <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL fAN I <br />PO BOX 4368. SOUTH DAYTONA. Fl :12121 <br />TELEPHONE (386) 767-4774 <br />FAX (386) 767~556 <br /> <br />SEAL <br /> <br />(1:) COPYRIGHT 2001 <br />'mT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIITEN PERMISSION OE LAWRENCE E. BENNEIT. PI <br /> <br />PAGE <br /> <br />7-11 <br />