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2001-P04186 - accessory structure
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2001-P04186 - accessory structure
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Last modified
8/22/2023 4:39:34 PM
Creation date
5/1/2018 1:04:53 PM
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x Address Old
House Number
740
Street Name
Orchard Park
Street Type
Road
Address
740 Orchard Park Road
Document Type
Permits/Inspections
PIN
3211823220007
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ORONO COPY <br /> Miracle Steel Corporation <br /> Design Calculations <br /> CUSTOMER: The Lawn Farm <br /> Job Number 420911 <br /> CONTACT: Brian Kerber <br /> ADDRESS: 740 Orchard Park Road <br /> CITY,STATE ZIP: Long Lake MN 55356 <br /> PHONE/FAX/MOBILE: 952-476-2016 <br /> Delivery Address: <br /> 0 <br /> Delivery City,State,ZIP Long Lake MN 55356 <br /> Contact/Phone: <br /> County: Hennepin <br /> Structure Type: <br /> Straightwall <br /> Structure Designation: <br /> 36-18 <br /> Loading: <br /> Wind velocity 80 mph Design Wind Pressure 20.00 psf <br /> Ground Snow Load 57 psf Design Roof Live Load 40.00 psf <br /> Design Roof Snow Load 40.00 psf <br /> Design Dead Load 5.00 psf <br /> Seismic Zone 0 <br /> Structure Data: <br /> Width 36.00 <br /> Eave Height 18.00 <br /> Bay Spacing 12.00 <br /> Roof Pitch/12 4.00 <br /> Length 60.00 <br /> Material Data: <br /> Structural Steel ASTM A529 50 ksi <br /> Rods and flats ASTM A529 50 ksi <br /> Structural Tubing ASTM A500 46 ksi <br /> Light Gauge Steel ASTM A653 Grade 40 up to.048 <br /> ASTM A570 Grade 50 over.048 thickness <br /> High Strength Bolts ASTM A325 <br /> Lumber Purlins WWPA Douglas-Fir-Larch No. 1 and better or Equivalent <br /> Purlin Size 2x8 <br /> Girts WWPA Douglas-Fir-Larch No.2 or Equivalent <br /> Girt Size 2x6 <br /> Design Notes: <br /> 1. Design per UBC Uniform Building Code 1997 <br /> 2.Load and Resistance Factor Design (LRFD)per AISC and AISI <br /> 3.The lateral stability of the trusses and columns has been assumed <br /> to be provided by the attached sheeting and siding materials <br /> 4.The foundation is the responsibility of the customer and shall be designed <br /> to meet local soil conditions and to support the design vertical and lateral forces <br /> Engineer: MARK H.FAIRBAIRN hereby certify shot this design, drawing <br /> �or report was prepared by me or inder my <br /> duly supervision and that I am a <br /> Registered Professional Engineer under the <br /> laws of the S at �f M. nesot <br /> _____O <br /> J a� Registration No../ I c <br />
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