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HomeMy WebLinkAbout2002-Building CITY OF OSHKOSH No 0097343 OSHKOSH BUILDING PERMIT -APPLICATION AND RECORD ON THE WATER Job Address 1212 WASHINGTON AVE Owner JIMMIE G/DONDRA RUDD Create Date 09/17/2002 Designer Contractor LAIB RESTORATION INC Category 140 -Interior Remodeling Plan Type ~ Building ~ Sign ~ Canopy ~ Fence ~ Raze Zoning Class of Const: Size Unfinished/Basement 0 Sq. Ft. Rooms 0 Height 0 Ft. ^ Projection Finished/Living 0 Sq. Ft. Bedrooms 0 Stories Canopies 0 Garage 0 Sq. Ft. Baths 0 Signs 0 Foundation ~ Poured Concrete Q Floating Slab ~ Pier ~ Other Q Concrete Block ~ Post ~ Treated Wood Occupancy Permit Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures 0 Use/Nature FR/ Installing 2 new cabinets, plaster and installing a header for an existing opening in the kitchen. of Work HVAC Contractor Electric Contractor Fees: Valuation Issued By: Plumbing Contractor $73,000.00 Plan Approval $0.00 Permit Fee Paid $30.00 Park Dedication $0.00 Date 09/17/2002 Final/O.P.00/00/0000 ^ Permit Voided In the performance of thi k I e to Signature ~ < `~ Address 410 E MURDOCK AVE all work pursuant to rules governing the described construction. Date ~~r~ Agent/Owner OSHKOSH WI 54901 - 0000 Telephone Number .233-7026 ~~ ~~a KITCHEN HEADER TJ-Beam(TM)6.02Seria1-N~~o~~4~ 3 Pcs of 1 1/2" x 9 1/4" 1.7E Solid Sawn Douglas Fir #1 ~; E~~~~~«5:','z; THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0. .© -5' 11" Product Dhpram b Corrzepttnl. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 8' Primary Load Group -Residential -Living Areas (psf): 40.0 Live at 100 °k duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Unfform(plf) Snow(1.15) 280.0 159.0 0 To 5' 11" Adds To ROOF LOAD FROM ABOVE Uniform(plf) Floor(1.00) 80.0 24.0 0 To 5' 11" Adds To WALL LOAD SUPPORTS: Input Bearing Vertical Reactions (Its) Detail Other width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 2012 / 855 / 0 / 2866 By Ottrers None 2 Stud wall 3.50" 3.50" 2012 / 855 / 0 / 2866 By Others None wee TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Corrtrol Location Shear (Its) 2705 -1837 3032 Passed (61 %) Rt end Span 1 under Snow loading Moment (Ft Lbs) 3776 3776 7780 Passed (49°~) MID Span 1 under Snow loading L'nre Load Defl (in) 0.029 0.186 Passed (U999+) MID Span 1 under Snow loading Total Load Defl (in) 0.042 0.279 Passed {U999+) MID Span 1 under Snow boding -Deflection Criteria: STANDARD(LL:L/360,TL:U240). Allowable moment was increased for repetitive member' usage. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o% unless de4ailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints, splices and fingerjoints sign~cantly reduce member performance and have not been considered. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). 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 bads, 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. -Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above. -Nobs: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: LAIB RESTORATION RUDD JOB OPERATOR INFORMATION: BEN STELLMACHER NOFFKE LUMBER, INC 1601 BOWEN ST. OSHKOSH, WI 54901 Phone : (920)235-3080 Copyright O 2001 by Trus Joist, a Weyerhaeuser Business ~i~ ~a KITCHEN HEADER TJ-8eam(TM)6.02Seria'N~~"~~~ 3 Pcs of 1 112" x 91/4" 1.7E Solid Sawn Douglas Fir #1 Paget Engine Version77~21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 5' 7.00" ^ Max. Vertical Reaction Total (lbs) 2866 2866 Max. Vertical Reaction Live (lbs) 2012 2012 Required Bearing Length in 1.50 (W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 1306 -1306 Max Shear (lbs) 1923 -1923 Member Reaction (lbs) 1923 1923 Support Reaction (lbs) 2038 2038 Moment (Ft-Lbs) 2684 Live Deflection (in) 0.017 Total Deflection (in) 0.030 Loading on all spans, LDF = 1.15 Dead + Floor + Snow Design Shear (lbs) 1837 -1837 Max Shear (lbs) 2705 -2705 Member Reaction (lbs) 2705 2705 Support Reaction (lbs) 2866 2866 Moment (Ft-Lbs) 3776 Live Deflection (in) 0.029 Total Deflection (in) 0.042 Loading on all spans, LDF = 0.90 Dead Only Design Shear (lbs) 598 -548 Max Shear (lbs) 807 -807 Member Reaction (lbs) 807 807 Support Reaction (lbs) 855 855 Moment (Ft-Lbs) 1126 PROJE~TF4RMATION: LAIB RESTORATION RUDD JOB OPERATOR INFORMATION: BEN STELLMACHER NOFFKE LUMBER, INC 1601 BOWEN ST. OSHKOSH, WI 54901 Phone : (920)235-3080 Copyright © 2001 by Trus Joist, a Weyerhaeuser Business