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HomeMy WebLinkAbout0101646 BOSHKOSH ON THE WATER .lob .Address 54 LAKE REST AVE Designer CITY OF OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD Owner TIMOTHY R/JENNI FRANZ Contractor OWNER Category 111 - Single Family Addition No 0101646 Create Date 05/20/2003 Plan Type I(~ Building (~ Sign (~ Canopy (~ Fence (~ Raze Zoning Class of Const: Size Unfinished/Basement 0 Sq. Ft. Rooms 0 Height 0 Ft. ~J Projection Finished/Living 0 Sq. Ft. Bedrooms 0 Stories Canopies Garage 0 Sq. Ft. Baths 0 Signs Foundation O Poured Concrete (~ Floating Slab (~ Pier (~ Other (~ Concrete Block (~ Post (~ Treated Wood Occupancy Permit Not Required Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures 0 Use/Nature SFR/Constructing a 1008 square foot attached garage addition and a 384 square foot workshop addition. This permit also includes the of Work installation of new steel siding and re-roofing the house. HVAC Contractor Electric Contractor Fees: Valuation Issued By: Plumbing Contractor $37,000.00 Plan Approval $0.00 Permit Fee Paid $146.00 Park Dedication $0.00 Date 05/20/2003 Final/O.P. 00/00/0000 Permit Voided In the performance of this work I agree to perform all work pursuant to rules governing the described construction. Signature Date Agent/Owner OSHKOSH Address 54 LAKE RESTAVE WI 54902 - 7246 Telephone Number OSHKOSH ON THE WATER Job Address Designer Category Type 54 LAKE REST AVE 111 - Single Family Addition CITY ~3F O.SHKOSH BUILDING PERMIT -APPLICATION AND RECORD Owner TIMOTHY R/JENNI FRANZ Contractor OWNER · Building O Sign O Canopy O Fence O Raze No 0101646 Create Date 05/20/2003 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 (~) Floating Slab (~) Pier (~) Other (~ Concrete Block (~) Post (~ Treated Wood Occupancy Permit Not Required Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures Size [] Projection Canopies Signs Use/Nature SFR/Constructing a 1008 square foot attached garage addition and a 384 square foot workshop addition. This permit also includes the of Work nstallation of new steel siding and re-reofing the house. HVAC Contractor Plumbing Contractor Electric Contractor Fees: Valuation $37.000.00 Plan Approval $0.00 Permit Fee Paid $146.00 Park Dedication $0.00 Issued By: j~i~¢~,_, Date 05/20/2003 Final/O.P. 00/00/0000 [] Permit Voided J In the performance of this work I agree to perfoj;fn all work pursu~q, nt to rules governing the described construction. Signature ,-~ "~~ fi..,~..._ ..~.~_... D~lte~ ~, '' AgenF~wner ~ Address ~ ~KE RESTAVE OSHKOSH WI 54902 - 7246 Telephone Number ZONING/LAND USE COMPLIANCE CHECKUST JOB LOCATION: PROPERTY~E~O~CTOR: CONS~UCTION DATA: ~ New Cons~on ~ Add,ion ZONING Alteration · COMPLIANCE CHECKLIST 'DEFICIENT 'COMMENTS Use Lot Width Lot Ama Lot Ama Per Family Floodplain Front Yard 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 iO2}% REVIEW AUTHORITY As per Section 30-5 Enforcement of the City Zoning Ordinance, the. Director of Community Development, or designee, must approval all plans, except the following: (1) Alterations or interior work when the use is conforming and when no change in use is proposed. (2) Maintenance items, e.g. siding, windows; etc., · when th® use is conform~,~.land when no change is proposed. '.. ~ APPROVED ~ DENIED Plan CommisSion Action Required .Variance(s) Requir.~ o. ~ ~ 9.~9t 40 1 ~0.0' 54 DISCLAIMER This map i~ neither a legally recorded map mor a survey and it is not intended te be used al one. This drawing is a compilation of recerds, data and inform fflion 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 Ci~ of Oshkosh is not rc- sponslble for any inaccuracies herein contained. If dlscrepencies are found, please contact the City of Oshkosh. 54 Lake Rest Ave. (~ N City of Oshkosh Wisconsin //X~ Community Development " 1" = 40' Created by - MT 02/05/2003 ~' 9/0 GARAG~ DOOR HEADER TJ-Beam('TM) 6.06 SeriaI Number: 7002003745 2 PCS of I 3/4" x 9 112" 1.9E Microllam® LVL User: 1 5/8/2003 7:51:29 AM Pa~e~ ~n~neV~ion:~.~.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0~12 Roof Slope6fl2 ,! & All dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 13' Primary Load Group - Snow (DsO: 30.0 Live at 115 % duration, 17.0 Dead SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Width Length Uve/DeadlU pliltrrotal 1 Studwall 3.5(7' 3.50" 1853/12171013070 LI: Blocking 2 Studwall 3.50" 3.5(7' 1853112171013070 LI: Blocking -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): LI: Blocking DESIGN CONTROLS: Maximum Design Control Control Shear (lbs) 2962 -2370 7265 Passed (33%) Moment (Ft-Lbe) 6788 6788 13541 Passed (50%) Live Load Deft (in) 0.145 0.458 Passed (L/757) Total Load Deft (in) 0.241 0.611 Passed (L/457) -Deflection criteria: STANDARD(LL:L/240,TL:L/180). Product I]iagram is Conceptual. Other 1 Ply 1 3/4" x 9 1/2" 1.9E Microllarr~ LVL 1 Ply 1 3/4" x 9 lrZ' 1.9E Microllarr~ LVL Location Rt. end Span I under Snow loading MID Span I under Snow loading MID Span I under Snow loading MID Span I under Snow loading -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless deta]ed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Des~jn 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 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 Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: TIM FRANZ GARAGE ADDITION Copyright ~ 2003 by True Joist, a Weyerhaeuser Business Microtlam® is a registered trademark of True Joist. OPERATOR INFORMATION: BEN STELLMACHER NOFFKE LUMBER, INC. 1601 BOWEN ST. OSHKOSH, WI 54901 Phone: (920)235-3080 Fax : (920)235-3061 ": 9/0 GARAGE DOOR HEADER TJ-~..m~l 6.o~.~..~ .um~ 7oo~o~7462 Pcs of 1 314" x 9 1/2" 1.9E Microllam® LVL User: 1 5/8/2003 7:51:29 AM Page2 Engine Version: l.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group Max. Vertical Reaction Total (lbs) 3070 Ma>:. Vertical Reaction Live (lbs) 1253 Required Bearing Length in t.50(W) Max. Unbraced Length (in) 9' 2.00" 32 3070 1853 1.50(W} Loading on all spans, LDF = 1.15 , Dead + Floor + Snow Design Shear (lbs) Max Shear (lbs) Meraber Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) 2370 -2370 2962 -2962 2962 2962 3070 3070 6788 0.145 0.241 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 940 -940 Max Shear (lbs) 1175 -1175 Member Reaction (lbs) 1175 1175 Support Reaction (lbs) 1217 1217 Moment (Ft-Lbs) 2692 PROJECT INFORMATION: TIM FRANZ GARAGE ADDITION Copyright © 2003 by Trus Joist, a Weyerhaeuser Business Microlla~® is a registered trademark of Trus Joist. OPERATOR INFORMATION: BEN STELLMACHER NOFFKE LUMBER, INC. 1601 BOWEN ST. OSHKOSH, WI 54901 Phone: (920)235-3080 Fax : (920)235-30G1 CW24 EAVE"WINDO~v' HEADER ' : TJ~Beam(TM)6.06SerialNurM~e~:7D02003745 2 Pcs of 1 1/2" x 9 1/4" 1.4E Solid Sawn Spruce Pine Fir#2 User: 1 5/8/2003 7:52:37 AM Pa~e~ E~i,eve,~io,:l.~.,~, THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0fl2 Roof Siope6fl2 All dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load W~lth: 14' Primary Load Group - Snow (pst'): 30.0 Live at 115 % duration, 17.0 Dead Product Diagram is Conceptual. SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 1103 / 713 / 0 / 1816 By Others - Rim: Rim Board 2 Studwall 3.50" 3.50= 1103/713/0/1816 By Others- Rim: Rirn Board -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): By Others - Rim: Rim Board Other I Ply I 3/4" x 9 1/4" 1.9E Microllarr~ LVL 1 Ply I 3/4" x 9 1/4" 1 :gE Microllarrfi~ LVL DESIGN CONTROLS: Maximum Design Control Control Shear (lbs) 1700 -108t 1489 Passed (73%) Moment (Ft-Lbs) 2090 2090 3.944 Passed (53%) Live Load Deft (in) 0.020 0.246 Passed (L/999+) Total Load Deft (in) 0.033 0.328 Passed (L/999+) -Deflection Criteria: STANDARD(LL:L/240,TL:L/180). Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span I under Snow loading MID Span I under Snow loading -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. -The allowable shear stress (Fy) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as notad in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints, splices and finger joints signif,;antly reduce member performance and have not been considered. -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 design criteda and code accepted design values. The specific product applicationl 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 your supplier or TJ technical representative for product availability. -Solid sawn lumber analysis is in accordance with 1997 N DS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On4ine 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. -Note: See TJ SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: TIM FRANZ GARAGE ADDITION Copyright © 2003 by Trus Joist, a Weyerhaeuser Business OPERATOR INFORMATION: BEN STELLMACHER NOFFKE LUMBER, INC. 1601 BOWEN ST. OSHKOSH, WI 54901 Phone: (920)235-.3080 Fax : (920)235-3061 · e. CW24 F_AVE WINDOW HEADER · . TJ:Beam(TM) 6.06 Serial Number: 7002003745 2 PCS of 1 1/2" x 9 1/4" 1.4E Solid Sawn Spruce Pine Fir #2 User: 1 5/8/2003 7:52:37 AM Page2 EngineVemion:l.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 4' 1t.00" ^ Max. Vertical Reaction Total (lbs) 1816 1816 Max. Vertical Reaction Live [lbs) 1i05 1103 Required Bearing Length in 1.50(W) t.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.15 , Dead + Floor + Snow Design Shear (lbs) Max Shear (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) 1081 -1081 1700 -1700 1700 1700 1816 1816 2090 0.020 0.033 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 425 -425 Max Shear (lbs) 668 -668 Member Reaction (lbs) 668 668 Support Reaction (lbs) 713 713 Moment (Ft-Lbs) 821 PROJECT INFORMATION: TIM FRANZ GARAGE ADDITION Copyright © 2_003 by Trus Joist, a Weyerhaeuser Business OPERATOR INFORMATION: BEN STELLMACHER NOFFKE LUMBER, INC. 1601 BOWEN ST. OSHKOSH, WI 54901 Phone: (920)235-3080 Fax : (920)235-3061