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Home My WebLink About2002-BuildingCITY OF OSHKOSH ivo oosssa~ OSHKOSH ON THE WATER Job Address 1509 MAPLE AVE Designer BUILDING PERMIT -APPLICATION AND RECORD Category 140 -Interior Remodeling Plan Type ~ Building 0 Sign ~ Canopy 0 Fence 0 Raze Zoning Class of Const: Size Unfinished/Basement 0 Sq. Ft. Finished/Living 0 Sq. Ft. Garage 0 Sq. Ft. Foundation ~ Poured Concrete ~ Floating Slab 0 Concrete Block ~ Post Occupancy Permit Required Park Dedication Use/Nature of Work Rooms 0 Bedrooms 0 Baths 0 Pier 0 Treated Wood Flood Plain # Dwelling Units Create Date 04/25/2002 Height 0 Ft. ^ Projection Stories Canopies 0 Signs 0 Other Height Permit 0 # Structures 0 Remodeling the kitchen and bathroom. Installing new insulation, drywall, and cabinets. A 10'6" section of bearing wall will be ~ved between the kitchen and the bathroom. A header is required to be installed to carry all the loads imposed. A column and column are required to be installed directly below the point loads created by the header. The header talcs are required to be submitted and ~oved prior to installing the header. All construction shall comply with minimum building req HVAC Contractor Plumbing Contractor Electric Contractor Fees: Valuation $20,000.00 Plan Approval $0.00 Permit Fee Paid $95.00 Park Dedication $0.00 Issued By: ~~ Date 04/25/2002 Final/O.P. 00/00/0000 ^ Permit Voided In the performance of thi o I agree to perform all work pursuant to rules governing the described construction. Signature ~' Da~ ~ Z ~Z Agent/Owner Address 1509 MAPLE AVE OSHKOSH WI 54902 - 2626 Telephone Number 426-5448 Owner MR/MRS EUGENE F FEDIE Contractor OWNER ~ ..gem, -l!~°i p y~ !~ ~~ ~ V~ /~ =~~~r ~p i 5 ~~.. `i ~, ~' ~`,`,~ _ ~ ter, j(1 f s S U x ~~~ \\~~ o S1_ s ~ ~ ~ DROPED HEADER ABOVE KITCHEN AND BATH • T,B.o~: 3 Pcs of 1 3/4" x 11 7/8" 1.9E Microllalrn® LVL u,.r:, aaorar eaz:as ant ~~ :~~.~ THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 1'r Product Dbgrmn is ConeeptureL ~.OADS: Analysis is for a Drop Beam Member. Tributary Load Width: l2' Primary Load Group - Residential -Living Areas (pst): 40.0 Live at 100 96 duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 150.0 75.0 0 To 13' Adds To cetiing load from above SUPPORTS: input Bearing Vertical Reactions (lbs) Detail Other Width Length Liv+alDeadtUpiift/Total 1 Stud wall 3.50" 3.50" 4095 / 1535 / 0 /5630 L1: Blocking 1 Ply 1314" 1.9E Microllam8- LVL 2 Stud wall 3.50" 3.50" 4095 / 1535 / 0 /5630 L1: Blocking 1 Ply 13/4" 1.9E Microllarn® LVL -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROL S: Maximum Design Control Control Location Shear (iba) 5486 -4521 11845 Passed (3896) RL end Span 1 under Floor loading Moment (Ft-Lbs) 17372 17372 26772 Passed (6596) MID Span 1 under Floor ktading Live Load Deft (in) 0.287 0.422 Passed (L/530} MID Span 1 under Floor loading Total Load Defl (in) 0.394 0.633 Passed (L/386} MID Span 1 under Floor loadkrg -Deflection Criteria: STANDARD(LL:L/360,TL:1,/240). -Bracing(Lu): Aii compression edges (top and bottom) must be braced at 2' 8" o% unless detailed otherwise. Proper attachment and positioning of lateral breang is required in acMeve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Jam (T,i}, TJ warrants die siting of iCs products this sotMrare wtil be accomplished in accordance with TJ product design criter~ and code accepted design values. The speafle product applicationput 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 repr~errtative 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 analyang the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for mufliple ply connection. PROJECT INFORMATION• DONNA & GENEFEDIE 1509 MAPLE AVE. OSHKOSH OPERATOR INFORMATION: BEN STELLMACHER NOFFKE LUMBER, INC 1601 BOIMEN ST. OSHKOSH, Vlll 54901 Phone:(920)235-3080 Fax :(920)235-3081 NONE Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. s .r,,~ ~a~ DROPED HEADER A601/E KITCHEN AND BATH T~neazs.~(/`'-~,'~'/, o o'er„s 3 PCS of 1 3I4" x 11 7/8" 1.9E Microllam® LVL ~.~ ~.~.,s~,:,.2., `~~ ~`~~~~ THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 12' 8.00" ^ Max. Vertical Reaction Total (lbs) 5630 5630 Max. vertical Reaction Live (lbs) 4095 4095 Required Searing Length in 2.52 (W} 2.52 (W) Max. Unbraced Length tin) 32 Loading on all spans, LDF = 1.00 Dead + Floor Design Shear (lba) 4521 -4521 Max Shear (lbs) 5486 -5486 Member Reaction (lbs) 5986 5486 Support Reaction (lbs) 5630 5630 Moment (Ft-Lbs) 17372 Live Deflection (in) 0.281 Total Deflection (in) 0.394 Loading on all spans, LDF = 0.90 Dead Only Design Shear (lbs) 1233 -1233 Max Shear (lbs) 1496 -1496 Member Reaction (lbs) 1496 1496 Support Reaction (lbs) 1535 1535 Moment (Ft-Lbs) 4737 PROJECT INFORMATIQN: DONNA 8 GENE FEDIE 't50~i~FAf~tE•ik1fE :..................... OSHKOSH BEN STELLMACHER NOFFKE LUMBEI~INC.""' " - "' 1601 BOWEN ST. OSHKOSH, WI 54801 Phone:(920)235-3080 Fax :(920)235-3061 NONE Copyright 6 2001 by Trus Joist, a Weyerbaeuser Business Mictollae~ is a registered trademark of Tcus Joist. ~ DROPED HEADER ABOVE KITCHEN AND BATH TSB ~' `~;~ 2 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam® LVL usv:, araaoz s:,e:,, nM ~., :,~., THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a.. ~3' Product dam is C~e~tuaf. Onus: Analysis is for a Drop Beam Member. Tributary Load Width: 12' Primary load Group -Residential -Living Areas (psf): 40.0 Live at 100 96 duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Unitorrrr(plf) Floor(1.00) 150.0 75.0 0 To 13' Adds To ceiling toad from atx>ve SUPPORTS: input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/DeadfUpNft/Total 1 Stud wall 3.50" 3.76" 4095 / 1498 / 0 / 5593 L1: Blockng 1 Pty 13/4" 1.9E Mlcrollarrr®LVL 2 Slrrd wall 3.50" 3.75" 4095 / 1498 / 0 /5593 L1: Blocking 1 Pty 13/4" 1.9E Miaollarr,® LVL -See TJ SPECIFIER'S /BUILDERS GUIDE for detai{(s): L1: Blocking -Bearinng length requirement exceeds input at support(s)1, 2. Supplemental haniware ~ required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Shear (ibs) 5450 Moment (Ft-Lbs) 17257 Lune Load Defl (in) Total Load Defl (n) Design Corrh~ol Control -4491 7897 Passed (5796) 17257 17$48 Passed (9796) 0.430 0.422 Passed (L1353) 0.587 0.633 Passed (tJ259) Location Rt. end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading -Deflection Criteria: S7ANDARD(LL:L/360,'TL:Ll240). -Bracing(Lu): All compressan edges (top and bottom) must be fxaced at 2' 8" o% unless deta~ed otherwise. Proper attachment and positioning of lateral braang is required to achieve member stabitily. ADDITIONAL NOTES: -IMPORTANTi The analysis presented is output from software developed by Tars Jost (TJ). TJ warrants the sizing of its products by th~ software will be axomptished 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 Assoctiate. -Not all products are readily available. Check with your supplier or TJ technical represerrtative for product availabtiity. -THIS ANALYSIS FOR TRUS J013T PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYStS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distfibution product fisted above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: DONNA 8 GENE FEDIE 1509 MAPLE AVE. OSHKOSH OPERATOR INFORMATION: BEN STELLMACHER NOFFKE LUMBER, INC. 1601 BOWEN ST. OSHKOSH, Wi 54901 Phone : (920)235-3080 Fax : (92035-3061 NONE Copyright Cr 2001 by Trus Joist, a Weyerhaeuser Business MLcrollam0 is a registered trademark of Trus Joist.