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MAY -1 -2012 13:45 FROM:ECONOMY GARAGES 2187295110 TO:917635265831 <br />oa a rot <br />G ALA b L 5 ,r SP,I"4 (.„1-.a.e,i.: i vv, Pruitt) l <br />W <br />q re,a GARAGES/Detached Accessory Buildings <br />12 <br />ROOF <br />ISLOPE - <br />�! /12 <br />P.3,5 <br />shirk* <br />Roofing: k7.3o a;pke it <br />Sheathing. /OA ass <br />Trusses 021° L o c <br />1112ho /lo u.,w..o <br />14 -At, b7 <br />r„,- Overhang <br />Dimension <br />/a <br />Height: / <br />NOTE: <br />Consh notion of a reta4,kW wall greater <br />titan 4' hip either es part ef'rye <br />foundation or ID snore the bulkily site <br />requires flowed *s n by a MN <br />licensed aW/neer, <br />Is a retain%W mil/ ❑YES <br />port of this parser? <br />la NO <br />Type of Roof: °Gable <br />01,1?..everse Gable <br />° Hip <br />❑Gambml Room In Attic <br />°standard Room In Attu <br />Garage Door Header Size 1 4 x <br />Size of Garage boor: � x <br />("AM <br />Under eave 8 e <br />Under gable ❑ <br />5" Slab L <br />._� x Studs <br />e J° o.c. <br />Which type of foundation <br />Are you using? <br />Floating Slab <br />Frost Footing <br />6" MIN <br />WOOD TO <br />FIN GRADE <br />r <br />81 riallVM <br />1 <br />w SVICSl FM* <br />P 9 f' 4 1'. 1 ,1 <br />C. e- filled <br />Co a Block. <br />Alternate — <br />Foundation <br />Type <br />60" <br />MIN <br />Concrete Garage. Floor Slab Detail No Seale <br />2•Eetn4" Re Ban Redulral AI'Venide poor <br />2-!" Re Den Tyolcat For Pertmetrr 05" Oarlap On All Splices. On In Corners Mutt Be ConIftmusl <br />5" of 1000 PSI Cater* WAIN 5%h 6% Mr. <br />44-66 or 06- 10-30 Min. <br />6" Mln, To <br />Ground <br />B" Well Canpactee <br />NOTES, IS Granular rw Prepared Sutgrede 1 SW and untulUole Malarial <br />Ra eeei and R.pisS With Stabts Pettrlat 1 <br />1, Provisions To Anchor Gam?, To Slab- Use Ve Die. Steel Sorts et least 7" Into The Concmmto <br />And Spaced Not More Mann' Apart Sea 2007,(e) <br />2. Foundation Plates On A Concrete Slab Shall Sa Yroetad wood <br />