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<br />r-" <br /> <br />l <br /> <br />~)ECTION 7 <br /> <br />ALTERNATE CONNECIIUN' <br />#8 x 1-114" SCREWS (:1) PFI~ <br />PAN IN ro FASCIAIHRCHJ<31l <br />PAN BOXEU ENU <br /> <br />ff 10 x 1-1/2" S.M.S. (1) PER <br />RAF I ER ORI RUSS fAIL <br />If 10 x. 3/,.," 8.M.S. @ '12" O. C. <br /> <br />r:UR MASONRY USE II,.," x <br />1-1/4" lAP-CON ANCHOR OR <br />FUUAL @ 24" O. C. FOR WOOf] <br />USE ff IQ x 1."112" S.M.S. OR <br />WOOD SCREWS @ 12" O. C. <br /> <br />F:XISTING HOST SIRl/CIURE: <br />WOODFRAME,MASONRYOR <br />o TIlER CONS IHUCIION <br /> <br />SOLlU I~OOF PANEL PRODUCTS <br /> <br />rAN Hoar- AI'JCIIOHING DETAILS <br />-------.. _.._._----~--_. <br /> <br /> <br />/I~~--~-=~~= <br />/ <br />/ <br />;;Y /___.____h_____ <br />1-1. i------- <br />;- t~J _~-..-j-.-- <br />uJ: --.- <br />____...! 3(b "'I-~ <br />~.. ...... -1' "~tJ_ ..-= <br />:-~.~=:=:_j ~~~---- <br /> <br />ROOF PANEL TO FASCIA DETAIL <br />SCALE: 114" = 1'-0" <br /> <br /> <br />\- <br /> <br />EXISTING TRUSS OR IV\FTER <br /> <br />SEALANT <br /> <br />#8 x 9116" S.M.S. (3) PER PAN <br />AND (I) @ RISER <br />HEADER (SEE NOTE BELOW) <br />ROOF PANEL <br /> <br />#8 x 9116" S.M.S. (3) PER PAN <br />AND (1) @ RISER <br /> <br />EXISTING FASCIA <br /> <br />SEALANT <br />#8 x 9116" S.M.S. (3) PER PAN <br />AND (1) PER RISER <br /> <br />HEADER (SEE NOTE BELOW) <br /> <br />ROOF PANEL <br /> <br />..1 <br /> <br />#8 x 9/16" S.M.S. (3) PER PAN <br />AND (1) PER RISER <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />SCALE: 1/4" = 1'.0" <br /> <br />NOTES: ROOF PANELS SHALL BE AlTACHED TO TilE I-lEADER WITH (3) EACH #8 x 1/2" LONG <br />CORROSION RESISIANT SHEET METAL SCREWS WIll-I 1/2" WASHERS. All SCREW <br />HEADS SHALL BE CAULI<.ED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE <br />WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 112" SCREW EACH. THE <br />PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE <br />SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW. <br /> <br />Lawrence E. Bennelt, P.E. <br />CIVIL ENGINEER - DEVEWPMENT CONSUL TANr <br />P.O. BOX ~366. SOUTfl DAYTONA. Fl 32121 <br />lELEPIlONE (9()~) 767.H7~ <br />rfIX (90~) 767.6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ GOPynll;IIT HJ99 <br />170 Nor 10 Ill: nErnOOUCElJ IN WIlOl.E OfllU PMH WIlIlOUI TilE WillI lEU PERMISSION OF LAWRENCE E. BENNETT, P.E. <br />