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GENERAL BUILDING DATA CONCRETE <br /> Exterior walls shall be supported by continuous <br /> Items Feet solid concrete foundations and shall extend below <br /> Width 20 0" the local frost depth. (Check with your local <br /> Length '2,0-0" Building Department for your frost depth). . <br /> Eave Height 10'0" . <br /> Roof Pitch 3/12 Foundations and slab on grade shall have a <br /> Truss Spacing 2'-0" minimum compressive strength of 2500 psi. <br /> DESIGN CRITERIA Finish grade shall slope 6" in the first 10'-0" away <br /> Items Unit from the building. <br /> Wind Speed 105 mph <br /> Exposure C Exterior siding shall be 6"minimum above finished <br /> Seismic Zone D2 grade or pressure treated lumber. <br /> Snow Load 25 psf The area within the foundation walls shall have all • <br /> . Soil Bearing 1500 psf vegetation,top soil,and foreign materials removed. <br /> GENERAL NOTES <br /> LATERAL BRACING <br /> The owner/contractor shall verify all dimensions <br /> and site conditions before starting work.The Braced wall panels shall be 7/16"thick structural <br /> owner/contractor shall notify the Building Codes sheathing minimum 48"in length located at each <br /> Division of any discrepancies,changes, corner as indicated on floor plan. Openings are <br /> omissions,or substitutions that are not permitted prohibited in these locations.Nail spacing shall be 8d <br /> without the approval of the Building Department common nails 6" o.c.for edges and 12" o.c.for field <br /> having jurisdiction.All workmanship shall nailing.Plate washers a minimum 3"x 3"x 3/16" <br /> . conform to Oregon Residential Specialty Code. shall be provided for the anchor bolts at each 48" <br /> braced wall panel. <br /> Studs shall be continuous from foundation sill plate <br /> The structure is designed to function as a unit to wall top plate.Asphalt saturated felt or other <br /> upon completion.The owner/contractor is approved material shall be applied over exterior wall <br /> responsible for methods and sequences of structural sheathing. <br /> assembling the structure.The owner/contractor <br /> is responsible for the stability of the structure ROOFS <br /> during the construction and prior to completion All trusses are required to be designed and stamped <br /> of all walls,roof,and floor diaphragms. by an Oregon registered engineer. <br /> HEADERS _ <br /> Span Material Location <br /> 6'-0" 6 x 8 df#2 Window/Door <br /> 6'-0" 6 x 8 Glulam 24F-V4 Window/Door <br /> 6'-0" (3)2 x 8 df#2 Window/Door <br /> 16'-0" 6 x 16 df#1 Garage Opening <br /> 16'-0" 5.125"x 10.5" Glulam 24F-V4 Garage opening <br /> 16'-0" 5.25"x 9.25" Versa Lam 3100 Garage Opening <br /> BUILDING CODES DIVISION Ia'ADY BUILD PLAN#2014-03 BUILDING COVER <br /> 1535 EDGEWATER STREET NW PRESCRIPTIVE FRAME GARAGE CODE SHEET <br /> SALEM OR 97306 P.O.BOX 14470 }��U ' IU' ORSC���� <br /> TEL:(503)3784133 FAX:(503)378 2322 X sot <br />