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Home My WebLink About0097945-Building -" o OSHKOSH ON THE WATER Job Address 900 HUNTINGTON PL CITY OF OSHKOSH No 0097945 BUILDING PERMIT - APPLICATION AND RECORD Owner KEVIN T/SUSAN D MOODIE Create Date 10/04/2002 Designer Contractor OWNER Category 111 - Single Family Addition Plan Type . Building o Sign o Canopy o Fence o Raze Zoning Class of Const: Size o Sq. Ft. o Sq.Ft. o Sq. Ft. Rooms o Height 0 Ft. D Projection I Unfinished/Basement Canopies o Garage Baths o o Stories Finished/living Bedrooms Signs o Foundation . Poured Concrete 0 Floating Slab o Concrete Block 0 Post o Pier 0 Other o Treated Wood Occupancy Permit Flood Plain Height Permit # Dwelling Units o # Structures o Park Dedication Use/Nature SFRI Constructing an 18' x 32' attached garage addition. Plans on file of Work Plumbing Contractor HVAC Contractor Electric Contractor $8,000.00 Plan Approval $0.00 Permit Fee Paid $55.00 Park Dedication $0.00 Fees: Valuation Issued By: t~ Date 10/10/2002 Final/O.P. 00/00/0000 D Permit Voided I In the performance of this work I agree to perform all work pursuant to rules governing the described construction. Signatu~~7...... Ju~ <..' / '\" Agent/Owner Address 900 HUNTINGTON PL OSHKOSH Date /c?~C>/o<- WI 54902 - 6237 Telephone Number -y',l" .;? S5'~ ZONINGILAND USECOMPUANCE CHECKUST JOB LOCATION: C)t?O r/V..{../7/.ljCTO/C/ ZONING ow~ PROPERTY O\NNERlCONTRACTOR: CONSTRUCTION DATA: New Constructian X Addition Alterattor; / , A// TYPE OF CONSTRUCTION: (i.e. fence, pool. parking lot. sign, etc.) /13;( :5 z ",7t'::C . /c:j~~ e COMPLIANCE CHECKLIST DEFICIENT COMMENTS Use Lot Width Lot Area Lot Area Per Family Floodplain Front Yani Front Yard Side Street Rear Yard Side Yards Building Area Parking Standards Off-Street Loading Standards Vision Clearance Transitional Yard Standards Landscape Standards Height Conditions of Approval Compliance with P. C. or BZA Conditions of Approval Signage Standards Drainage Plan REVIEW AUTHORITY As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development. designee, must approval all plans. except the following: (1) Alterations or interior work when the use is confonning and when no change in use is' proposed. (2) Maintenance items. e.g. siding, windows. etc.. when the use is confonning and when no change is proposed. /APPROVED DENIED Plan Commission Action Required Variance(s) Required REVIEVVED BY: J2:' DATE: /0/7102- , -- A~~ -.f.J ~ '" . ,~~~-= User: 1 10/4/0212:48:41 PM Page 1 Engine Version: 1.5.12 GARAGE DOOR HEADER 2 Pes of 1 3/4" x 11 7/8" 1.9E Mierollam@ L VL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0/12 Roof SIope4l12 12'6" L ~ .. J J .. All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 18' Primary Load Group - Snow (pst): 30.0 Live at 115 % duration, 17.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length LiveJDeadlUpliftfT otal 1 Stud wall 3.50" 3.67" 3375 /2088 / 0 / 5463 L 1: Blocking 1 Ply 1 3/4" 1.9E Microllam<8> L VL 2 Stud wall 3.50" 3.67" 3375/2088 /0 / 5463 L 1: Blocking 1 Ply 1 3/4"1.9E Microllam<8> LVL -See T J SPECIFIER'S I BUILDERS GUIDE for detail(s): L 1: Blocking -Bearing length requirement exceeds input at support(s) 1, 2. Supplemental hardware is ~uired to satisfy bearing requirements. DESiGN CONTROLS: Maximum Shear (100) Moment (Ft-LOO) Live Load Deft (in) Total Load Deft (in) 5317 16173 Design -4343 16173 0.316 0.512 Control 9081 20525 0.608 0.811 Control Passed (48%) Passed (79%) Passed (U462) Passed (U285) 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 -Deflection Criteria: STANDARD(LL:U240,TL:U180). -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). 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 aT 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 UBC analyzing the T J Distribution product listed above. -Note: See T J SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: KEVIN MOODIE 900 HUNTINGTON PLACE OSHKOSH OPERATOR INFORMATION: BEN STELLMACHER NOFFKE LUMBER, INC. 1601 BOWEN ST. OSHKOSH, WI 54901 Phone: (920)235-3080 Copyright @ 2002 by Trus Joist, a Weyerhaeuser Business Microllam@ is a registered trademark of Trus Joist. 4:]' · T"~?:rL-= User: 1 101410212:48:42 PM Page 2 Engine Version: 1.5.12 GARAGE DOOR HEADER 2 Pes of 1 3/4" x 11 7/8" 1.9E Mierollam@ LVL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN I CONTROLS FOR THE APPLICATION AND LOADS LlSTEp Load Group: Primary Load Group 12' 2.00" Max. Vertical Reaction Total (lbs) 5463 Max. Vertical Reaction Live (lbs) 3375 Required Bearing Length in 3.67(W) Max. Unbraced Length (in) 32 5463 3375 3.67(W) Loading on all spans, LDF = 1.15 , Design Shear (lbs) Max Shear (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) Dead + Floor + Snow 4343 -4343 5317 -5317 5317 5317 5463 5463 16173 0.316 0.512 Loading on all spans, LDF = 0.90 , Design Shear (lbs) Max Shear (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Dead 1660 2032 2032 2088 Only -1660 -2032 2032 2088 6181 PROJECT INFORMATION: KEVIN MOODIE 900 HUNTINGTON PLACE OSHKOSH OPERATOR INFORMATION: BEN STELLMACHER NOFFKE LUMBER, INC. 1601 BOWEN ST. OSHKOSH, WI 54901 Phone: (920)235-3080 Copyright @ 2002 by Trus Joist, a Weyerhaeuser Business Microllam@ is a registered trademark of Trus Joist. . . I i ~ [XI',:pr(1.)f,... OiV"vr ......"'Y c) 0~ ... .... ! \ ~' s;J-; PL4NIV~i"J-'<'-J . \;. Nf:rNI SHFvj C:'"'i't,44 &- e' . s 7~ 50 ~r / 6 ; "".0 (.J :rTro;U . ( -l -r- './"> c > \ 'l. -1 ..l ~ -<; :; 1.-, --=il 0 h \11 j , ":) (:\ .ft , sz 1 00.0' ; i . ! 1 00.0' . DISCLAIMER TIUs map is neither a legally recorded map nor a survey and it is not intended to be used as one. TIUs dmwing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The Oty of Oshkosh is not re- sponsible for any inaccuracies herein contained. If discrepencies are found, please contact the Oty of Oshkosh. 900 Huntington Place City of Oshkosh Wisconsin Community Develop111ent 1" = 20' 57C::, ~_7'~'i. /oc..o S8 F... o 0 . . (0 (0 C'J C'J ~ ~ i i I I ~/:"'.""""".."'." :t::i ~:<:. . . . '.":, -,-' OJHKOfH ON THE WATER Created by .. MLD I N A 12/20/01 ""00 ::::l0 ", :::0"""" Z .." 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