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HomeMy WebLinkAbout0100184-Building (OH door & driveway)OSHKOSH ON THE WATER Job Address Designer Category Type 1831 SHERIDAN ST 141 - Exterior Remodeling CITY OF OSHKOSH No 0100184 BUILDING PERMIT - APPLICATION AND RECORD Create Date 03/13/2003 Owner HRS DEVELOPMENT INC Contractor OWNER Building (~) Sign O Canopy O Fence O Raze Plan Zoning Class of Const: Unfinished/Basement 0 Sq. Ft. Rooms 0 Height 0 Ft. Finished/Living 0 Sq. Ft. Bedrooms 0 Stories Garage 0 Sq. Ft. Baths 0 Foundation ~1~ Poured Concrete (~ Floating Slab (~ Pier ~) Other O Concrete Block (~ Post (~) Treated Wood Occupancy Permit Not Required Flood Plain __ Height Permit Park Dedication # Dwelling Units 0 # Structures Size [] Projection Canopies Signs Use/Nature SFR/Installing a 16' overhead door in the existing detached garage. This permit also includes abandoning the existing driveway and of Work installing a 9' wide driveway to the new overhead door. A separate permit will be required for paving the new driveway within 18 months. HVAC Contractor Electric Contractor Fees: Valuation Issued By: ~, ~[~,_ Plumbing Contractor $1,000.00 Plan Approval $0.00 Permit Fee Paid $20.00 Park Dedication $0.00 Date 03/13/2003 Final/O.P. 00/00/0000 [] Permit Voided in the performan~k_/agr~e to p_e~or~ll ~ork pursuant)/~_ ~- '~'. ,~-'~',~_ / to rules governing the described construction. S ignature~)¢' 7.,~'~y~(~ C/~m~' ~ D ate~  AgentJOwner Address PO BOX 825 OSHKOSH WI 54903 - 0825 Telephone Number 16/0 GARAGE DOOR HEADER TJ~m~)6.0~S~,~:,~%0~ 2 Pcs of 1 314" x 11 718" 1.9E Microllam® LVL Use~ 1 3'12/03 10:22:58 AM Page1 l::ngine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: ~12 Roof S!ope4~12 Ali dimen~ion~ are horizontal LOADS: t6' 6" Praduct Dia~'am is Cenceptual. Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 10' Primary Load Group - Snow (ps0:30.0 Live at 115 % duration, 17.0 Dead SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 2475 / 1573 / 0 / 4048 L1: Blocking 2 Stud wall 3.5(7' 3.50" 2475 ! 1573 / 0 / 4048 LI: Blocking -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): LI: Blocking DESIGN CONTROLS: Maximum Design Control Control Shear (lbs) 3966 -3419 9081 Passed (38%) Moment (Ft-Lbs) 16030 16030 20525 Passed (78%) Live Load Deft (in) 0~525 0:808 Passed (L/369) Total Load Deft (in) 0.859 1.078 Passed (L/'226) -Deflection Criteria: STANDARD(LL:L/240,TL:L/180). Other I Ply I 3~4" 1.9E Microilam~ LVL 1 Ply I 3/4" 1.9E Microllam~ LVL Location Rt. end Span I under Snow loading MID Span I under Snow loading MID Span I under Snow loading MID Span I under Snow loading -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your.supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY]. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: 1831 SHERIDON ST Copyright © 2002 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. OPERATOR INFORMATION: BEN STELLMACHER NOFFKE LUMBER, INC. 1601 BOWEN ST. OSHKOSH, WI 54901 Phone: (920)235-3080 ' ~' 16/0 GARAGE DOOR HEADER TJ-Beam(TM)6.05SerialNuml~er` 7002003745 2 Pcs of I 314" x 11 718" 1.9E Microllam(D LVL User. 1 3/12/03 10:22:58 AM Page2 Engine Version: 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 16' 2.00" ^ Max. Vertical Reaction Total (lbs) 4048 4048 Max. Vertical Reaction Live (lbs) 2475 2475 Required Bearing Length in 2.72(W) 2.72(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.15 , Dead + Floor + Snow Design Shear (lbs) Max Shear (lbs) Member Reaction (lbs] Support Reaotion (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) 3419 -3419 3966 -3966 3966 3966 4048 4048 16030 0.525 0.859 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 1329 -1329 Max Shear (lbs) 1541 -1541 Member Reaction (lbs) 1541 1541 Support Reaction (lbs) 1573 1573 Moment (Ft-Lbs) 6229 PROJECT INFORMAT,ION: 1831 SHERIDON ST Copyright @ 2002 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. OPERATOR INFORMATION: BEN STELLMACHER NOFFKE LUMBER, INC. 1601 BOWEN ST. OSHKOSH, WI 54901 Phone: (920)235-3080