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Home My WebLink About0126200-Building (window) e OSHKOSH ON THE WATER Job Address 2455 ARCADIA AVE CITY OF OSHKOSH No 126200 BUILDING PERMIT - APPLICATION AND RECORD Owner LAWRENCE A/CHERYL R HERZBERG Create Date 08/10/2007 Designer Contractor READY BUILDERS INC Category 141 - Exterior Remodeling Plan Type . Building o Sign o Canopy o Fence o Raze Zoning Class of Const: Size Unfinished/Basement Sq. Ft. Sq.Ft. Sq.Ft. Rooms Height Ft. o Projection I Finished/Living Bedrooms Stories Canopies Garage Baths Signs Foundation . Poured Concrete 0 Floating Slab o Concrete Block 0 Post o Pier 0 Other o Treated Wood Occupancy Permit Not Required Occupancy Fee $0.00 Flood Plain Height Permit Park Dedication # Dwelling Units o # Structures o Use/Nature SFR/ Installing a 8' bay window in place of a 4' window. The header wiil be sized to carry all loads imposed (cales will be provided). of Work HV AC Contractor Plumbing Contractor Electric Contractor Fees: Valuation Issued By: ~ $3,500.00 Plan Approval $0.00 Permit Fee Paid $46.00 Park Dedication $0.00 Date 08/10/2007 Final/O.P. 00/00/0000 o Permit Voided I Parcelld # 1312140000 In the performance of this work I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit plication within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and to secu ny necessa prov before starting such activity. Signatur ~. . AgenUOwner WAUPACA D~P~t> Address WI .54981 - 9426 Telephone Number 715-258-5688, home To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless speCified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready. ~~ . @E.1 ~lf!!!&..m~s T J-Beam@6.25 Serial Number: 7004109492 User: 1 8/1012007 9: 1 0:32 AM Page 1 Engine Version: 6.25.71 HEADER FOR NEW WINDOW TO BE INSTALLED 2 Pes of 1 3/4" x 9 1/2" 1.9E Mierollam@ LVL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0112 Roof Slope10/12 All dimensions are horizontal. J J . ~ l ~ Q LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 15' Primary Load Group - Snow (psf): 30.0 Live at 115 % duration, 17.0 Dead Vertical Loads: Type Class Uniform(plf) Floor(1.00) Uniform(plf) Floor(1.00) Live Dead 260.0 78.0 80.0 24.0 SUPPORTS: Input Width 1 Stud wall 3.50" 2 Stud wall 3.50" Bearing Length 3.59" 3.52" Location o To 8'5" o To 8'5" Application Adds To Adds To Vertical Reactions (Ibs) Live/DeadJU pliftIT otal 3423/1920/0/5343 3338 /1895 / 0 / 5233 Detail L 1: Blocking L 1: Blocking 8' 8" Product Diagram is Conceptual. Comment floor load from second floor deck wall load Other 1 Ply 1 3/4" x 9 1/2" 1.9E Microllam@ L VL 1 Ply 13/4" x 91/Z' 1.9E Microllam@ LVL -See T J SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking -Bearing length requirement exceeds input at support(s) 1. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Shear (Ibs) 5138 -4008 7265 Moment (Ft-Lbs) 10703 10703 13541 Live Load Defl (in) 0.205 0.417 Total Load Defl (in) 0.321 0.556 -Deflection Criteria: STANDARD(LL:U240,TL:U180). -Bracing(Lu): All compression edges (top and bottom) must be braced at 8' 8" o/c unless detailed otherwise. bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. Control Passed (55%) Passed (79%) Passed (U487) Passed (L/312) Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Proper attachment and positioning of lateral ADDITIONAL NOTES: -1M PORT ANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software will be accomplished in accordance with T J 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 T J Associate. -Not all products are readily available. Check with your supplier or T J 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 IBC analyzing the T J Distribution product listed above. -Note: See T J SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: READY BUILDERS HERZBERG JOB 2455 ARCADIA f}a J1/L..! (fl. cI ' // I / i C tJ ~ ~. . -==Jr Copyright @ 2006 by Trus Joist, a Weyerhaeuser Business Microllam@ is a registered trademark of Trus Joist. OPERATOR INFORMATION: RUSS HINTZE NOFFKE LUMBER INC. 1601 BOWEN STREET OSHKOSH, WI 54901 Phone : (920) 235-3080 Fax: (920) 235-3061 russ@noffkelumber.com t:l ~z~..... TJ-Beamilll6.25 Serial Number' 7004109492 User: 1 8/1012007 9: 1 0:32 AM Page 2 Engine Version: 6.25.71 HEADER FOR NEW WINDOW TO BE INSTALLED 2 Pes of 1 3/4" x 91/2" 1.9E Mierollam@ LVL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 8' 4.00" Max. Vertical Reaction Total (lbs) 5343 Max. Vertical Reaction Live (lbs) 3423 Required Bearing Length in 3.59(W) Max. Unbraced Length (in) 104 5233 3338 3.52 (W) Loading on all spans, Shear at Support (lbs) Max Shear at Support (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) LDF = 0.90 , 1.0 1440 1846 1846 1920 Dead -1440 -1838 1838 1895 3846 Loading on all spans, LDF = 1.00 , Shear at Support (lbs) Max Shear at Support (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) 1. 0 Dead 2545 3263 3263 3393 + 1. 0 Floor -2545 -3226 3226 3283 6797 0.088 0.204 Loading on all spans, LDF = Shear at Support (lbs) Max Shear at Support (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) 1.15 , 1. 0 Dead 4007 5138 5138 5343 + 1. 0 Floor -4008 -5101 5101 5233 + 1. 0 Snow 10703 0.205 0.321 PROJECT INFORMATION: READY BUILDERS HERZBERG JOB 2455 ARCADIA OPERATOR INFORMATION: RUSS HINTZE NOFFKE LUMBER INC. 1601 BOWEN STREET OSHKOSH, WI 54901 Phone: (920) 235-3080 Fax: (920) 235-3061 russ@noffkelumber.com Copyright @ 2006 by Trus Joist, a Weyerhaeuser Business Microllam@ is a registered trademark of Trus Joist.