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<br />SOLID ROOF PANEL PRODUCTS <br /> <br />SECTION 7 <br /> <br /> <br />\ <br />; = :=o-~ <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 PMELS ON <br />BOTH SDES OF BEAM <br />FOR GABLED APPl..ICA noN <br /> <br /> <br />SEALANT <br />PAN l-EADER <br />(BREAK-FORMED OR EXTRUDED) <br />#8 x 9/16. SMS. (3) PER PAN <br />A/ID (1) AT PAN RISER <br /> <br />RIDGE CAP <br /> <br />PAN OR COMPOSITE ROOF PANEL <br />AL TERNA TE CONNECTION: <br />#8 x 1-V4. SCREWS (3) PER PAN <br />NTO BEAM TIflOUGH BOXED E/ID <br />OF PAN AND HEADER <br /> <br /> <br />FOR COMPOSITE ROOFS: <br />#10 x (t + V2") SMS. WITH 1-V4. <br />DIAMETER fEtoVER 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 /> <br /> <br />FOR PAN ROOFS: <br />(3) EACH #8 x 1/2. LONG SM.S. PER <br />12" PANEL <br /> <br />NOTE: <br />WHEN FASTENNG PANELS OR PANS TO <br />WOOD PLATES SCREWS SHALL HAVE A <br />MNMJM EMBEDMENT OF r <br /> <br />ROOF PANEL (DESIGN PER TABLES) <br />SECTION 7 <br /> <br />SUPPORTJIlG BEAM (PER TABLES) <br /> <br /> <br />Lawrence E. Bennett, P.E. <br />CtVl. ENG#EER - DE\IE1.OPfENT CONSU... T ANT <br />P.O. BOX 4368, 800m DAYTONA, FL 32121 <br />lBB'I-tOI'E (9Q.4) 787-4n4 <br />FAX (9Q.4) 787-8558 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPRODUCED N WHOU: OR N PART WTTHOUT nt:: WRITTEN PERI.ISSlON OF LAWRENa: E. BENErT, P.E. <br /> <br />PAGE <br /> <br />117 <br />