Laserfiche WebLink
GARAGES/Detached Accessory Buildings <br /> 12 ROOF �t4crt(aL� <br /> Roofing: <br /> SLOPE <br /> /12 Sheathing 15-/3 Z O S� <br /> Trusses O.C. <br /> Overhang Type of Roof: able <br /> Dimension ❑Reverse Gable <br /> Hip 2x Studs <br /> ❑Gambrel Room in Attic <br /> Standard Room in Attic e " O.C. <br /> Height. Garage Door Header Size x Olt <br /> i <br /> Size of Garage Door: x Alli <br /> Under eave ❑ 6"MIN <br /> Under gable ❑ WOOD TO <br /> FIN GRADE <br /> 5" Engineered Slab <br /> v <br /> Fin 6rndt � <br /> uu �IIII o�4�m�" 8 Y°p IIII'=1111 Fin 6wds <br /> .11'"' See Detail 6" Granular Fill ---� �a <br /> nI'= Tyvlcal Frost <br /> NOTE: Footing Foundation] <br /> Construction of a retaining wa//greater Which type of foundation " Core-filled <br /> than 4' high either as part of garage Are you using? Concrete Block 60" <br /> foundation or to create the building site MINI <br /> Alternate <br /> requires stamped design by a MN Engineered Floating <br /> licensed engineer. 2JSlab Foundation x (1N) " <br /> Is a retaining wall Type Footing <br /> part of this project. YES F] Frost Footing v <br /> NO <br /> Concrete Garage Floor Slab Detail No scale <br /> 2-Extra-i"Re Bars Requlnd AI Vehicle Door <br /> 2-I"Re Bars Typical For Perimeter 05"Overlap On All Splices, Bars In Corners Must Be Conllnous) <br /> 5"of 4000 PSI Concrete Wllh 5%to 6%Alr 6"Min, To <br /> 2" 6" 21 <br /> Ground <br /> I 66-66 or 66-10-10 min.// F <br /> -�.L mesh <br /> }, <br /> ry 0 .w •• <br /> n n <br /> 12 •' . <br /> 6'Well Compacted • .. <br /> NOTES. ls" Granular Fill Prepared Subgrade(Sod and Unsuitable Material <br /> Removed and Replaced Nth Stable Material I <br /> 1.Provisions To Anchor Garage To Slab—Use 1/2 Dia.Steel Bolts at Least 7'Into The Concrete <br /> And Spaced Not More Than 6'Apart Sec.2907(e) <br /> 2.Foundation Plates On A Concrete Slab Shall Be Treated Wood <br />