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<br />T. ~""'" _.' _.""""""~ <br />'~~,'", ' <br />-ro.\~ _ <br /> <br /> <br />~LUM~~UM. ROOF_~~~~_~~~ONNECT~?NS I <br /> <br />. ".~:., <br />,-'lID <br /> <br /> <br />-~;~!~1.1 <br />- , <br />".Cd_",~~. <br />,..,;c~:.;a <br />'~~ <br />.=1 <br />'"..""~ <br />".'.'.'~.,; "., , <br /> <br />_....1: .' <br />'~-o..1 <br />:.c"~2!} <br />J.. <br />.o!ftII>- ',_ <br />......- <br />i;"J~ ~ <br />- "1.~tl1 <br />""'. I" <br />;~l'~::~ <br /> <br />..~" <br /> <br />FASTEN FASCIA TO EACH RAFTER THRU RECEIVING CHANNEL <br />w/ (2) - #10 x 3" SCREWS w/ MIN. 1 1/2" PENETRATION INTO RAFTER <br />MAXIMUM SP,\CING 24" O.C. <br /> <br /> <br />EXISTING <br /> <br />/ <br />// <br /> <br />RAFTERS OR TRUSSES <br /> <br />RECEIVING CHANNEL <br /> <br />8 SMS @ EACH PANEL RISER <br /> <br />ALUMIMUN ROOF PANEL - (SEE SPAN CHARTS) <br /> <br />EXISTING FASCIA <br /> <br />/' <br />/ <br /> <br />, <br /> <br />=\ <br /> <br />(4) - #10 x I" SMS w/ 3/4"0 ALUM. WASHERS <br />PER 12" PANEL THRU BOX END <br />INTO FASCIA. <br />'AL TERNA TE: <br />(4) - #10 SMS THRU BOTTOM OF <br />RECEIVING CHANNEL INTO EACH <br />12" PANEL ( NO WASHERS REOJIRED <br /> <br />F <br /> <br /> <br />EXISTING RAFTERS OR TRUSSES <br /> <br />EXISTING MASONRY, TIE BEAM <br />OR WOOD FRAMED WALL <br /> <br />EXISTING FASCIA <br /> <br />~- <br /> <br />RECEIVING CHANNEL <br /> <br />12.' PANEL THRU <br />INTO PANEL <br /> <br />~ <br /> <br />II <br /> <br />I <br /> <br />ALUMIMUN ROOF PANEL - (SEE SPAN CHARJ21 <br /> <br />I <br /> <br />r <br /> <br />! <br /> <br />FASTEN RE(:EIVING CHANNlL TO WALL/TIE BEAM w/ <br />(2) - 1/4" , 1 1/4" 'RAWL' DRIVE NAILS <br />OR 1/4" x 2 1/4" MASONRY SCREW ANCHORS, OR <br />(2) - #10 x 3" SCREWS w/ MINIMUM PENETRATION <br />OF I 1/2.' INTO WOOD STUDS ( WHEN APPLlC. ) <br /> <br />NOTES : <br />1. RECEIVING CHANNEL MATERIAL SHALL BE ROLL OR BRAKE FORMED, OR EXTRUDED 6063- T6 - 0036 MINIMUM THICKNESS. RAFTERS <br />AND/OR STUDS, WHEN NECESSARY, SHALL BE PREDRILLED TO A VOIDSPLI TTING. ALTERN A TE FASTENERS M.\ Y BE USED PROVIDED THEIR <br />VALUES ARE EQUAL TO OR GREATER THf.N SPECIFIED, AND SHALL BE INSTALLED AS PER THE MANUFACTURER'S SPECIFICATIONS <br />STRUCTURAL STABILITY OF THE EXISTING .HOST' STRUCTURE SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONNECTION OF <br />PROPOSED STRUCTURE <br /> <br />~ ALUMINUM STRUCTURES MASTER PLAN <br />E~ tlC, (t) COPYRIGHT AL, INC. 1994 <br /> <br />711 <br /> <br /> <br />'-:;;-';'1.;i..1li...~~""";~~~_liii~~~';:!iJl"~:;'JX.EilJ.tf#' <br />~')H",'j::'~*~~11;t:'" ."".",'i:- if~~!h '.','" ',.,;:il~!""~'''-'T <br />