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<br />~~.- <br /> <br />"'-~ <br />4~'~~::-..r~:J <br /> <br />, ;"~;;'Q <br />! , <br />'~~~ <br />r <br />_. I <br />"~ <br />-_.1 ' <br />""'---,.~ <br />~~.."'~ <br />~,r, <br />"~~1.~~ <br /> <br />-.,~: -)': <br /> <br />.~;. I <br />-~ : <br />~~-, <br />':'1:.'" <br />_~1' I <br />~~ <br />,.. I~I <br />;'-=T~ <br />'=r~ <br />f. <br /> <br /> <br /> <br />..~ <br />:~ <br />.'=~ <br />1~ ARC <br /> <br />-~~'-' <br /> <br />[ALUM~NUM-ROOF-U;ANE-L-CONNECT~ONS: <br /> <br />EXISTING RAFTERS OR TRUSSES <br /> <br /> <br />FASTEN FASCIA TO EACH RAFTER THRU RECEiVING CHANNEL <br />w/ (2) - #10 x J" SCREWS w/ MIN, 1 1/2" PENETRATION INTO RAFTEF< <br />MAXIMUM SPACING 24'. O,c. <br /> <br />RECEIVING CHANNEL <br /> <br />~ EACH PANEL RISER <br /> <br />__~.L:J.MIMU!:J...ROOF_PANEL - (SEE SPAN CHARTS) <br /> <br />---t <br /><~ <br />~ <br /> <br />EXISTING FASCIA <br /> <br />// <br /> <br />~ <br /> <br />'-~ - #10 x I" SMS w/ ~~~UM 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 />EXISTING MASONRY, TIE BEAM <br />OR WOOD FRAMED WALL <br /> <br /> <br />EXISTING F"SCIA <br />/ <br /> <br />EXISTING RAFTERS OR TRUSSES <br /> <br />RECEIVING CHANNEL <br /> <br />0E~" <br /> <br />I <br />I <br /> <br />~,:-,t: <br />',' <br /> <br />'. <br /> <br />, <br /> <br />~'" <br />.~.~ <br /> <br />( <br /> <br />ALUMIMUN FWOF PANEL - (SEE SPAN CHAR~ <br /> <br /> <br />-- <br /> <br />--~ <br />~ <br /> <br />"-liL - #10 SMS PER 12.' PANEL THRU <br />RECEIVING CHANNEL INTO PANEL <br /> <br />FASTEN RECEIVING CHANNEL TO WALL/TIE BEAM w/ <br />(2) - 1/4" xii /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 VOl DSPLI TTING. AL TERNA TE FASTENERS Mil Y BE USED PRO\l1DED THEIR <br />VALUES ARE EQUAL TO OR GREATER THAN 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~ NC. CD COPYRIGHT AL. INC. 1994 <br /> <br /> <br />I <br />Ii <br />I <br /> <br />I <br />I <br />31 <br /> <br />",1~~r<l.l.1~!i\'~;.J};,:""~~ <br />p""; ;:h;'f'+:;,"lli"~ii'! :+,- I ' <br />