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Home My WebLink About0066450-Building (sunroom/bedroom) . OSHKbSH ON THE WATER Job Address 2425 HAMILTON ST ~. _:~ CITY OF OSHKOSH No 0066450 BUILDING PERMIT - APPLICATION AND RECORD Owner JULIE SMERLlNG Create Date 9/21/98 Designer Contractor OWNER Category 111 - Single Family Addition Plan Type . BUlldmg Zoning R () Sign () Canopy () Fence Class of Const: 8 o Raze Size 18' x 18' UnfinishedfBasement 0 Sq. Ft. Rooms Height Ft. U proJection] Canopies 324 Sq.Ft. o Sq.Ft. Bedrooms Stories . Finished/Living Garage Baths Signs Foundation Poured Concrete 0 Floating Slab Concrete Block 0 Post o Pier o Treated Wood o Other Occupancy Permit Required Flood Plain No Height Permit Not Required Park Dedication Not Required # Dwelling Units o # Structures o Use/Nature SFR/ Construct an 18' x 1 of Work room. ~ HVAC Contractor UNKNOWN??? Plumbing Contractor O'NEILL ENTERPRISE INC Electric Contractor UNKNOWN???? Fe.., Valuation ____ ~'an Approval Issued By: ~ $0.00 Permit Fee Paid $80.00 Park Dedication $0.00 Date 9/22/98 Final/O.P. o Permit VOided I In the performancEl5)!!~.i~ work I agree to perform all work pursuant to rules governing the described construction. Signat~~;:.=tZe:~f-"~::=::')'--""''''''-'''' .. Date 9/r2~/96 I I 4;?~ -6/$/ Address 2425 HAMILTON ST -) AgenUOwner OSHKOSH WI 54901 - 1543 Telephone Number . OSHKbSH ON THE WATER Name JULIE SMERLlNG ZONING/LAND USE COMPLlANC.E CHECKLIST Address 2425 HAMILTON ST Create Date 09/22/98 Construction Data Ie) New Construction . Addition 0 Alteration Type of Construction (i.e. fence, pool, parking lot, sign, etc. 18' x 18' addition Compliance Checklist Deficient Comments U Use U Lot Width U Lot Area U Lot Area Per Family U Flood Plam U Front Yard U Front Yard Side Street U Rear Yard U Side Yard U BUlldmg Area U Parkmg Standards U Off-Street Loadmg Standards U VIsion Clearance U I ransltlonal Yard Standards U Landscape Standards U Height I..-J COnditionS of Approval U Compliance with P.C. or BZA Conditions of Approv I U Slgnage Standards U Dramage Plan Review Authority As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or designee, must approve 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 the use is conforming and when no change is proposed. 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I.____w__~_____.L ':'!! .. t:l~l"~' ~., RIDGE FOR18' X 18' SUNROOM ADDITION TJ-Beam™ v5.20 Serial Number: 708041763 BEAM USA 1111 9/21/98 10:50:24AM 2 Pes of 1.75" x 14" 1.8E Mierollam@ LVL Page 1 of 1 Build Code: ,070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED . Member Slope: 0 Roof Slope: 3.5112 J L [ j fff 'I! I I . <> All dimen.sions are horizontal. LOADS: Analysis for BEAM MEMBER Supporting SNOW Application. Tributary Load Width: 9' Loads(psf): 30 Live at 115% duration, 15 Dead 18'6" " 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 2498 11426 I 3923 2498 11426 I 3923 DETAiL Detail R 1 Detail R1 OTHER SB Shear Blocking SB Shear Blocking - See T JM SPECIFIER'S I BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3853 3305 10706 Passed(31 % ) LT. end Span 1 under Snow Roof loading Moment(ft-Ib) 17498 17498 27897 Passed(63%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.489 0.908 Passed(U446) MID Span 1 under Snow Roof loading Total Defl.(in) 0.767 1.211 Passed(U284) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL:U240, TL:U180). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole 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: - 1M PORT ANT! The analysis presented is output from software developed by Trus Joist MacMillan(T JM). T JM warrants the sizing of its products by this software will be accomplished in accordance with T JM 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 JM Associate. . - Not all products are readily available. Check with your supplier or T JM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONL YI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code BOCA analyzing the T JM Residential product listed above. - Note: See T JM SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION JULIE SMERLlNG 2425 HAMILTON STR. OSHKOSH, WI. OPERATOR INFORMATION: NOFFKE LUMBER INC RUSS HINTZE 1601 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920)235-3061 Copyright IS> 1998 by Trus Joist MacMillan. a Iimtted partnership. Boise, Idaho, USA. T J-Beam TM is a trademark of Trus Joist MacMillan. Microllam@ is a registered trademark of Trus Joist MacMillan. .. :f t:l~l"~' T J-Beam v5.20 Serial Number: 708041763 BEAMUSA 1111 9/21/98 10:50:24 AM Page 1 of 1 Member Information: RIDGE FOR 18' X 18' SUNROOM ADDITION Supplemental Report for 2 Pes of 1.75" x 14" 1.8E Mierollam@ LVL Project Information: JULIE SMERLING 2425 HAMILTON STR. OSHKOSH, WI_ Operator Information: NOFFKE LUMBER INC RUSS HINTZE 1601 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920)235-3061 18'- 2.00" Max. Reaction Total(lb) Live(lb) Required Brg. Length(in) Max. Unbraced Length(in) 3923 2498 2.64 (W) 32 3923 2498 2.,64(W) Snow Roof loading Shear (lb) Reaction (lb) Moment (ft-Ib) Live Defl. (in) Total Defl. (in) on all members, LDF 3853 3923 1.15 -3853 3923 17498 0.489 0.767 Dead load, LDF Shear (lb) Reaction (lb) Moment (ft-Ib) 0.90 1400 -1400 1426 1426 6360 C7r <1 t./ Copyright @ 1998 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Microllam@ is a registered trademark of Trus Joist MacMillan. TJ-Beam" is a trademark of Trus Joist MacMillan. -... ()~l"~' TJ-Beam™ v5.20 Serial Number: 708041763 BEAM USA 1111 9/21/98 10~55:19AM Page 1 of 1 BUUd Code: '076 BEAM FOR 14' OPENING BY EXISTING BEDROOM CARRYING ROOF & POINT LOAD FROM RIDGE 3 Pe.s of 1.75" X 11.875" 1.8E Mierollam@ LVL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR rHE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 3.5112 J [iJ~ I J.. L J~ I I;:: e:NYIAI ~ ~ e;y.-r en:-- ~ JI&"S-e <> 14'7" ~ All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for BEAM MEMBER Supporting SNOW Application. Loads(psf): 30 Live at 115% duration, 15 Dead, and: TYPE CLASS LIVE DEAD LOCATION Point(lbs.) Snow (1 .15) 2498 1426 9' Tributary Load Width: 12' APPLICATION COMME'NT Adds to SUPPORTS: 1 2x4 Stud Wall 2 2x4 Stud Walt INPUT . WIDTH 3.50" 3.50" BEARING LENGTH 3.5" 3.5" JUSTIFICATION Left Face Right Face REACTIONS(lbs. ) L1VEI DEADl TOTAL 3575 I 2035 I 5609 4173 I 23n 16550 DETAIL Detail R 1 . Detail R1 OTHER SB Shear Blocking SB Shear Blocking - See T JM SPECIFIER'S I BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) . 6456 5827 13622 Passed(43%) RT. end Span 1 under Snow Roof loading Moment(ft-Ib) 26686 26686 30788 Passed(87%) MID Span 1 under Snow Roof loading Live De~.(in) 0.469 0.712 Passed(U365) MID Span 1 under Snow Roof loading Total Defl.(in) 0.736 0.950 Passed(U232) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL:U240, TL:U180). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole 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 MacMillan(TJM). T JM warrants the sizing of its products by this software will be accomplished in accordance with T J M 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 M Associate. - Not all products are readily available. Check with your supplier or T JM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONl..Y! PRODUCT SUBsTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code BOCA analyzing the T JM Residential product listed above. - Note: See TJM SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION JULIE SMERLlNG 2425 HAMILTON STR. OSHKOSH, WI OPERATOR INFORMATION: NOFFKE LUMBER INC RUSS HINTZE 1601 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920)235-3061 Copyright <!;) 1998 by Trus Joist MacMillan, a Iimtted partnership, Boise, Idaho, USA: TJ-Beam™ is a trademark of Trus Joist MacMillan' Microllam@ is a registered trademark of Trus Joist MacMillan. ... (j~l"~' Supplemental Report for 3 Pes of 1.75" x 11.875" 1.8E Mierollam@ LVL TJ-Beam v5.20 Serial Number: 708041763 BEAMUSA 1111 9/21/98 10:55:19AM Page 1 of 1 Member Information: BEAM FOR 14' OPENING BY EXISTING BEDROOM CARRYING ROOF & POINT LOAD FROM RIDGE Project Information: JULIE SMERLING 2425 HAMILTON STR. OSHKOSH, WI Operator Information: NOFFKE LUMBER INC RUSS HINTZE 1601 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920)235-3061 14'- 3.00" Max. Reaction Total(lb) Live(lb} Required Brg. Length(in) Max. Unbraced Length(in) 5609 3575 2.51 (W) 6550 4173 2.94 (W) 32 Snow Roof loading Shear (lb) Reaction (lb) Moment (ft-1b) Live Defl. (in) Total Defl. (in) on all members, LDF 5515 5609 1.15 -6456 6550 26686 '0.469 0.736 Dead load, LDF Shear (lb) Reaction (lb) Moment (ft-Ib) 0.90 2001 -2343 2035 2377 9686 Copyright @ 1998 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Microllam@ is a registered trademark of Trus Joist MacMillan. TJ-Beam~ is a trademark of Trus Joist MacMillan. TJ-Beam™ v5.20 Serial Number: 708041763 BEAM USA 1111 9/21/98 11:00:18AM Page 1 of 1 Build Code: 070 7' , . / BEAM REQUI~~D IF TRUSS OVER BEDROOM IS [~p 2 PIECE THUS ONLY 6' OF TRIBUTARY LOAD Y 2 Pes of 1.75" x 11.875" 1.8E Mierollam@ LV ,"^^_~P - \.,. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLiCAtiON AND LOADS LISTED Member Slope:. 0 Roof Slope: 3.5112 J [i]~ I C~i"~. .... L Joo I 0)1:. .~ ~ B6".RN~ ~ss: ~,) ~TJIJ~ H""S.C <> 14'7" ~ All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for BEAM MEMBER Supporting SNOW Application. Loads(psf): 30 Live at 115% duration, 15 Dead, and: TYPE CLASS LIVE DEAD LOCATION Point(lbs.) Snow (1.15) 2498 1426 9' Tributary Load Width: 6' APPLICATION COMMENT Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION L1VEI DEADI TOTAL 1 2x4 Stud Wall 3.50" 3.5" Left Face 2262 11309 I 3571 2 2x4 Stud Wall 3.50" 3.5" Right Face 2861/1651/4512 - See T JM SPECIFIER'S I BUILDER'S GUIDES for detail(s): R1. dETAIL detail R1 Detail R 1 OTHER SB Shear Blocking SB Shear Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 4465 4147 9081 Passed(46%) RT, end Span 1 under Snow Roof loading Moment(ft-Ib) 19999 19999 20525 Passed(97%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.499 0.712 Passed(U342) MID Span 1 under Snow Roof loading Total Defl.(in) 0.787 0.950 Passed(U217) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL:U240, TL:U180). - Bracing(Lu): All compression edges (top and bottom) must be braced at l' 3" ole 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 MacMillan(T JM). T JM warrants the sizing of its products by this software will be accomplished in accordance with T JM 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 JM Associate. - Not all products are readily available. Check with your supplier or T JM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONL Yl PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code BOCA analyzing the TJM Residential product listed above. - Note: See TJM SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. . PROJECT INFORMATION JULIE SMERLlNG 2425 HAMILTON STR. OSHKOSH, WI OPERATOR INFORMATION: NOFFKE LUMBER INC RUSS HINTZE 1601 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920)235-3061 Copyright o!:> 1998 by Trus Joist MacMillan, a Iimtted partnership, Boise, Idaho, USA. T J-Beam™ is a trademark of Trus Joist MacMillan:. Microllam@ is a registered trademark of Trus Joist MacMillan. t:l~1"~' , . TJ-Beam v5.20 Serial Number: 708041763 BEAM USA 1111 9/21/98 11:00:18 AM Page 1 of 1 Member Information: BEAM REQUIRED IF TRUSS OVER BEDROOM IS 2 PIECE THUS ONLY 6' OF TRIBUTARY LOAD Supplemental Report for 2 Pes of 1.75" x 11.875" 1.8E Mierollam@ LVL Project Information: JULIE SMERLING 2425 HAMILTON STR. OSHKOSH, WI Operator Information: NOFFKE LUMBER INC RUSS HINTZE 1601 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920) 235-3061 14'- 3.00" Max. Reaction Total(lb) Li ve (lb) Required Brg. Length(in) Max. Unbraced Length(in) 3571 2262 2.40 (W) 4512 2861 3.03(W) 15 Snow Roof loading Shear I lb) Reaction lIb) Moment (ft-Ib) Live Defl. (in) Total Defl. (in) on all members, LDF 3524 3571 1.15 -4465 4512 19999 0.499 0.787 Dead load, LDF Shear (lb) Reaction (lb) Moment Ift-Ib) 0.90 1292 -1634 1309 1651 7306 i \ / Copyright @ 1998 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Microllam@ is a registered trademark of Trus Joist MacMillan. TJ-Beam~ is a trademark of Trus Joist MacMillan.