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HomeMy WebLinkAbout0101155-Building (garage)OSHKOSH ON THE WATER Job Address Designer Category Type 1804 DOEMEL ST 140 - Interior Remodeling CITY OF OSHKOSH BUILDING PERMIT -APPLICATION AND RECORD Owner CHARLES A/SUSAN GUTCHE Contractor READY BUILDERS INC · Building O Sign O Canopy O Fence (~ Raze No 0101155 Create Date 05/01/2003 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 · pOUred Concrete O Floating Slab (~ Pier O Other O Concrete Block (~ Post (~) Treated Wood Occupancy Permit Required Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures Size [] Projection Canopies Signs Use/Nature SFR/Razing and rebuilding the attached garage that was damaged by fire. The existing foundation will be used. Fire separation will be of Work )rovided between the house and the garage. HVAC Contractor Electric Contractor Fees: Valuation Issued By: ~ CUMINGS ELECTRIC Plumbing Contractor $22,000.00 Plan Approval $0.00 Permit Fee Paid [] Permit Voided $101.00 Park Dedication $0.00 Date 05/01/2003 FinallO. P. 00/00/0000 In the performance of t,,~,~Vork I agree to perform all work pursuant to rules governing the described construction. Signatu~"~ /.~fE.~ //¢"~.~,~, Date I- '" / / Agent/Owner Address W2734 HOBSON RD WAUPACA WI 54981 - 9426 Telephone Number 233-9461 PAGER 44 Rpr 28 03 02:02p Oshkosh Inspections 920-236-5084 p.1 City o£ Oshkosh Inspection Services Division P O Box 1130 Oshkosh, WI 54903-I 130 Phone: (920) 236-5050 Fax: (920) 236-51384 ©j"h KO../J-I Building Permit Application contractor partiF~patin.g it__[_tljq .Pqz.t.n_i..t_Fee Zcco~n_.L~y_Uem.,¢?Lfl ha~Le--a--df-gbate £u~,t.~,~_ cheqk_k_ here t.2 h is p r_po ?.e s s ed t f!_r. o~u_Lg_~_3h .' o u r a ceo uJLLt ._[~ CONTRACTOR I am the: [] Owner OR 121 Contractor USE CATEGORY [;g. Single Family EtDuplex [21Multi-Family IZtRental 123Commercial E]Industfial Work being done: [2. Addition U External Remodeling O Handicap Ramp [2 Sign/Canopy/Awning L] Swimming Pool Deck,rPorclr~Pat/o Fcnce/Hedge,rKemml Hot Tub/Spa Stair/Handrail Wrecking Permit Driveway/Parking ~Garage?Utility Structure Internal Remodeling Stove/F/replace Additional i~fformation, such as plan submittal anti approval, may be required before issuance. Fliers, located in the hallway, may be referenced to note if any additional information is necessary. 4 Full description of work being done: Value of the jol~ $ applicants0 work not included in this apj31ieadon is notgkpermitted. (\ atue [or mat ria s ~ ,, · to ensure cons/slency in accessing permit t;:es for ali PLEASE REA!..)., SIGN, & DATE: [ certify the above information is complete and accurate. Airy deviationsfi'om the above submitted information may require additional permitx to be obtai~ed. ] acA'nowtedge and agree to these terms. 130.0' N This map is neither a legally recorded map nor a surveyanditisnotintendedtobeusedasone. 1804 Doemel Street ~ ~ This drawing is a compilation of records, data and information located in various city, county City of' Oshkosh Wisconsin and state offices and other sources affecting the area shown and it is to be used for reference C o l'~'Ll~¥l~]-l'lity Development O,/'HKOfH purposes only. The City of Oshkosh is not re- sponsible for any inaccuracies herein contained. 1" = 20' o. THE WATER If diserepeneies are found, please contact the City of Oshkosh. Created by- ~z.D 04/30/03 Page1 EngineVemion:l.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED : ' Member Slope: OR2 ~d Slope3R2 · ~ 16' 9" S All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 16' 9" Primary Load Group - Snow (pst'): 30.0 Live at 115 % duration, 17.0 Dead SUPPORTs: Input Bearing Vertical Reactions (lbs) Detail Width Length Live/Dead/Uplift/Total I Stud wall 3.50" 3.50" 420812602/0 / 6811 LI: Blocking 2 Stud wall 3.50" ~3_~.50~.." 420812602 / 0/6811 LI: Blocking -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Cor!trol Control Shear (lbs) 6675 -5769 13622 Passed (42%) Moment (Ft-Lbs) 27396 27396 30788 Passed (89%) Live Load Deft (in) 0.623 0.821 Passed (L/316) Total Load Deft (in) 1.008 1.094 Passed (1_/195) Other 1 Ply 1 3/4" x 11 7/8" 1.9E Microllam® LVL 1 Ply 1 3/4" x 11 7~8" 1.9E Microllam® LVL Location Rt. end Span 1 under Snow loading MID Span I under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:L/240,TL:L/180). -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 designdriteria 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 ybur supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THCS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. · -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: READY BUILDERS C/O SKIP BOYCE 1804 DOEMEL STREET OSHKOSH, WI OPERATOR INFORMATION: RUSSELL HINTZE NOFFKE LUMBER INC. OSHKOSH, WI 54901 1601 BOWEN STREET OSHKOSH, WI 54901 · Phone: (920) 235-3080 ~ Fax : (920) 235-3061 NONE Copyright © 2003 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. A¥(re~et~-e Business VJ-Beam/TM) 6.06 Serial Num6er: 7002003745 3 PCS of 1 314" x 11 7/8" 1.9E Microlla~ LVL Use~l 5Dl/2003 7:59:07 AM Page2 EngineVemion: 1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 16' 5.00" ^ Max. Vertical Reaction Total {lbs) 6811 6811 Max. vertical Reaction Live (lbs) 4208 4208 Required Bearing Length in 2.18(W) 2.18(W) Max. Unbraced Length (in) -- 32 -- ~ Loading On all spans, LDF = 1.15 , Dead + Floor + Snow Design Shear {lbs) 5769 -5769 Max Shear (lbs) 6675 -6675 Member Reaction (lbs) 6675 6675 Support Reaction (lbs) 6811 6811 Moment (Ft-Lbs) 27396 Live Deflection (in} 0.623 Total Deflection (in) 1.008 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 5204 -2204 Max Shear (lbs) 2551 -2551 Member Reaction (lbs) 2551 2551 Support Reaction (lbs) 2602 2602 Moment (Ft-Lbs) 10468 PROJECT INFORMATION: READY BUILDERS C/O SKIP BOYCE 1804 DOEMEL STREET OSHKOSH, WI Copyright @ 2003 by Trus Joist~ a Weyerhaeuse~ Business Microllam® is a registered trademark of Trus Joist. OPERATOR INFORMATION: RUSSELL HINTZE NOFFKE LUMBER INC. OSHKOSH, WI 54901 1601 BOWEN STREET OSHKOSH, WI 54901 Phone: (920) 235-3080 Fax : (920) 235-3061 NONE ?b