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Home My WebLink About0086761-Building (siding & windows) ~o OSHKOSH ON THE WATER Job Address 819 HARNEY AVE CITY OF OSHKOSH No 0086761 BUILDING PERMIT - APPLICATION AND RECORD Owner TAMMY J, PERRYMAN Create Date 06/15/2001 Designer Contractor OWNER 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. Rooms Height Ft. D Projection 1 Canopies Finished/Living Bedrooms Stories Garage Sq.Ft. Baths Signs Foundation . Poured Concrete 0 Floating Slab o Concrete Block 0 Post o Pier 0 Other o Treated Wood Occupancy Permit Not Required Flood Plain Height Permit # Dwelling Units o # Structures o Park Dedication Use/Nature SFR\ Remove aluminum siding and replace with vinyl,will be reusing existing electrical trims and "J" blocks, Install (7) replacement of Work Nindows in same size or smaller RIO, install one 5'-9"x4'-2" bow window in new RIO header sized by Noffke(2pcs of 2x1 0 SPFwith 3.5 nches bearing on each end). Rough-in inspection req'd prior to installation of wall finishes. Must comply with all req'd codes. HV AC Contractor Plumbing Contractor Electric Contractor Fees: valua~ ~4,800.00 Issued By: . . --<5 Plan Approval $0.00 Permit Fee Paid $40.00 Park Dedication $0.00 Date 06/15/2001 Final/O.P. D Permit Voided I Signature ree to perform all work pursuant to rules governing the described construction. Date b /5""-- 0) Address 819 HARNEY Agent/Owner OSHKOSH WI 54901 - 5430 Telephone Number Check all applicable boxes and fill out as much information as possible. Thank you. 1 Address of PropertyGf<1 fM~N€Y A<JE. The Property is owned by _fA MM.. Y ~y .A.M\rJ I am the ~er OR I am the D Contractor 2 3 4 The contractor doing the work is ~t;12-- This is a ~ngle Family Residence, D Rental, D Commercial 5 6 Work being done: ROOFING D Tear off and replace existing roofing on D house, D garage D Replace wood decking D Add 1 layer of roofing to the existing layer(s) on D house, D garage This work is being done due to D Hail Damage D Other SIDING ~tall siding on ~el D garage D R~ing vinyl with vinyl .. ~eplacing steel or aluminum (circle one) with vinyl D Replacing with This work is being done due to D Hail Damage D Other When siding is done, one of the boxes below must be checked: D Electric - Electric Meter, receptacle, lighting and Electric Service entrance alterations/modifications are being performed by E~tric Installation Verification form is attached (Name of Licensed Electnc Contractor) dJ"Electric - not applicable D Install new or D Replace gutters D Install new or D Replace downspouts D Other work being done: (please note) Value of the job Ut6O:J'~ not paying for labor) (include fair market price for labor even if you are ~~~~""""752 2 Pes of 1~:~; :;5'7:~~; ;~~ SAWN SPRUCE-PINE-FIR #2 BEAMUSA 1111 6/15101 10:29:34AM Page 1 of 1 Build Code: 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 I l [1]1 <i I j 1[2] i, d3~"91)~ ,~ CvYm'-j ~rrytrPfJ 6' All dimensions are horizontal. LOADS: Analysis for Header Member Supporting SNOW Application. Tributary Load Width: l' Loads(psf): 30 Live at 115% duration, 17 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLlCA TION COMMENT Uniform(p/f) Snow(1.15) 60 34 0 to 6' Adds to Product Diagram is Conceptual. SUPPORTS: 1 2x4 Plate 2 2x4 Plate INPUT WIDTH 3.50" 3.50" BEARING LENGTH 3.5" 3.5" JUSTIFICATION Left Face Right Face REACTIONS(lbs.) LIVE! DEADI TOTAL 270/170/440 270/170/440 DETAIL OTHER Blocking Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL Shear(/b) 415 284 1489 Passed(19%) Moment(ft-Ib) 588 588 3944 Passecl(15%) Live Defl.(in) 0.008 0.189 Passed(L/999+) Total Defl.(in) 0.012 0.283 Passed(L/999+) - Deflection Criteria: STANDARD(LL: Ll360, TL:L./240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 43' 9" 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. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. - Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. LOCATION Lt. end Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading ADDITIQNAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. 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 Trus Joist Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. P OJECT"'INFGRMATI 819 HARN~Y AVE SHKOSH --'..."...,-,.. OPERATOR INF=ORMATION: NOFFKE LUMBER INC. BEN STELLMACHER 1601 BOWEN ST. OSHKOSH, WI 54901 (920)235-3080 (920)235-3061 (FAX) Copyright@2000 by Trus Joist, A Weyerhaeuser Business. T ,I-Beam 1M is a trademark of Trus Joist \:) " ~ a.. , ....... I': · 0 9fwl~~_ T J-Beam vS.45 Serial Number: 7??oo11752 BEAMUSA 1111 6/15101 10:29:34AM Page 1 of 1 Member Information: FRONT BAY WINDOW HEADER Project Information: 819 HARNEY AVE OSHKOSH supplemental Report for 2 Pes of 1.5" x 9.25" 1.4E SOLID SAWN SPRUCE-PINE-FIR #2 5'- 8.00" Max. vertical Reaction Total (lbl 440 440 Live (lb) 270 270 Required Bearing Length (in) 1.50(W) 1.50 (Wl Max. Unbraced Length(in) 525 Snow Roof loading on all members, LDF = 1.15 Shear ( Ib) 415 -415 Reaction (lb) 440 440 Moment (ft-lb) 588 Live Den. (in) 0.008 Total Defl. (in) 0.012 Dead load, LDF = 0.90 Shear(lb) 160 -160 Reaction (Ib) 170 170 Moment (ft-Ib) 227 Copyright @ 2000 by Trus Joist, A Weyerhaeuser Business. TJ-Beamw is a trademark of Trus Joist. Operator Information: NOFFKE LUMBER INC. BEN STELLMACHER 1601 BOWEN ST. OSHKOSH, WI 54901 (920)235-3080 (920)235-3061 (FAX)