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<br />Commercial Storage
<br />46'-0" x 30'-0" x 17'-4" ICH
<br />
<br />
<br />///// ///
<br />. ... EXISTING BUILDING / /
<br />~-ReqUlred EXit Light Location 7~W, 76'H
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<br />38'-0"
<br />
<br />46'-0"
<br />
<br />16'-0"
<br />
<br />30'-0"
<br />
<br />2 @ 7'-0"=14'-0"
<br />
<br />2 @8'-0"=16'-0"
<br />
<br />46'-0" Out To Out Of Columns
<br />
<br />Submittal Plans
<br />Prior to Layout and Construction of the building, refer to the
<br />"Construction Drawings" Packet, sent with the building materials,
<br />for complete construction detail Information.
<br />
<br />30 PSF Ground Snow Load
<br />90 MPH Wind Load (3 sec gust)
<br />2000 PSF Presumptive Soil Bearing
<br />
<br /> BuildinQ Colors:
<br />Roof = Charcoal Gray Doors = White
<br />Sides = Smoke Gray Soffit = None
<br />Gables = Smoke Gray Accents = None
<br />Trim = Smoke Gray Wainscot = None
<br />
<br />The Wind Lateral Force is supported by the perimeter walls.
<br />If these walls ate removed or opened (more than shown on
<br />this plan) a licensed design professional must be contacted
<br />to provide a redesign to support the wind lateral force.
<br />
<br />
<br />Engineering Office:
<br />405 Walter Road,
<br />Mazomanie, Wisconsin 53560
<br />Phone: 608-795-2294
<br />Fax: 608-795-2534
<br />Email: www.wickbuildings.com
<br />
<br />Rev. Date:
<br />
<br />Org. Date:02-28-11
<br />
<br />91
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<br />Door & Window Schedule
<br />Walk Door
<br />01 Commercial 3068 Sofid LHIS
<br />Overhead Door Frameout
<br />02 Sidewall, 16' X 14'
<br />42WD Slide Door
<br />03 Sidewall, 14' x 16'-4" Header Height
<br />FIELD VERIFY ALL WALK DOOR LOCATIONS
<br />
<br />
<br />Qty
<br />
<br />1
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<br />1
<br />
<br />100'-2"
<br />
<br />BRACING LEGEND
<br />iWBJ Standard 2x4 Wind Bracing
<br />QID Jack Bracing See Page 8
<br />m Standard 2x4 SPF Comer Bracing
<br />~ Shear Wall Panel See Page 7
<br />@ Ridge Safety Anchor (O-Ring Anchor)
<br />
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<br />10"x24" Poured Footing
<br />
<br />Column
<br />
<br />Fill
<br />
<br />(4) 2x6x12" Treated Anchors
<br />Attach With 8-10d Galv.
<br />Nails (One On Each Side
<br />Of Column)
<br />
<br />COLUMN ANCHORING @l SBW!l COLUMNS
<br />
<br />N
<br />
<br />46'-0" x 30'-0"
<br />Diagonal =
<br />54'-11"
<br />
<br />Column Schedule , Hole
<br />Column Material Style ON Footing Depth ECE
<br />C1 3-Ply 2x8 38245 4 024"x10" Poured 5'-9"
<br />C2 3-Ply 2x8 3824M 2 024"x10" Poured 5'-11"
<br />C3 4-Ply 2x8 4824M 2 024"x10" Poured 5'-11"
<br />C4 3-Ply 2x8 3824E26 2 014"x4" Precast 5',9" 6'
<br />C5 3-Ply 2x8 3824E26 2 014"x4" Precast 5'-9" 8'
<br />C6 3-Ply 2x8 3824E30 1 014"x4" Precast 5'-9" 10'
<br />Eave Height _18'_7"
<br />Middle Notch Columns In Ground
<br />11/2 Yards of Concrete Needed for'Poured Footings
<br />
<br />Premier Coop
<br />Floor Plan
<br />
<br />Job No.: 110129M
<br />Scale = 1'=3/16"
<br />
<br />View: Floor Plan
<br />Page:
<br />
<br />Drawn By:r AR
<br />Scale: 64
<br />File: G:\...\110129.dwg
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