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<br />. When a sihgle span attacbed unit is·atiached to a wooden deck, the maximum dead load + live/snow, 10'ad from th¢2.-,2*45 0.:lir#VA,W. i.412. 1 ' s-:-:·I:Flft-:1--tf?:2patio cover is 750 ibs and the post··spacing shall not exceed tha[ specified for attaching to a ®ncrete slab. The.14*Pt I i 1 9- U 'e,maximum connection uplift load is 1162 lbs for 90 mph wind speed Exposure C. Connections are for maximum patio khpi :4 it-g V. % I
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<br />roof heights of 12 above grade. The- existing deck stalcture must be·adequate to sustain these additional loads. Thestructurakl adequacy of tlie de.ck to safely sustairl hese additional loads will require aproval by the loacal buildingauth-ority or additional en#irleering. See Detail Mli Construction outsidd of these· parameters may require additiena!43,- Vi x 3¥\ /4arigineering.A 125. This. entire engine-ering pa¢kage will not b4 required for mostt building permits. Submission for a b.uilding permit must *QZZf4 \ 40 --a=w.2 2-4==407
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<br />a.. GENERAL NOTES ·(MUSAGNO.1.DWG)'fi«#r.=:=u Uwj-019*-94\ 1 /2£13961%0 c--»45antih' 11:/4b·, STRUCTURAL CONFIGURATIONS (LATOi oy MUS.A01)d Cht·#: 02-NS:.1.94 ·HZ /5 044¢6*h>c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES (fOR *110 COVERS) 01*· ./ V ,jrpf f 7 GARLFl*1#4 6BOTH (FOR COMBINATION STRUCTURES)
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<br />e. ALL APPROPRIATE DETAILSf. OTHER DOCUMENTATION REQU.IRED. 0< LOCAL BU-DING AUTHORITY.J°. A1.%92. /3<425. Sheet Me provides informatior, to determine:he load that will. be resisted bythe-existing btrocture.. . tat
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