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Home My WebLink About0087013-Building (sunroom) ~>" ~~. e OSHKOSH ON THE WATER Job Address 2525 GASLIGHT CT CITY OF OSHKOSH No 0087013 BUILDING PERMIT - APPLICATION AND RECORD Owner PAUUJANICE JOL TZ Create Date 06/19/2001 Designer Contractor CLASSIC HOMES BY KUBA L TO Category 111 - Single Family Addition Plan Type . Building o Sign o Canopy o Fence o Raze Zoning R-3 Class of Const: 8 Size IRR. Height Ft. D Projection [ Unfinished/Basement Sq.Ft. 252 Sq. Ft. 250 Sq. Ft. Rooms Canopies Finished/Living Bedrooms Stories Signs Garage Baths Foundation . Poured Concrete 0 Floating Slab o Concrete Block 0 Post o Pier o Treated Wood o Other Occupancy Permit Required Flood Plain Height Permit Not Required Not Required # Dwelling Units o # Structures o Park Dedication Use/Nature SFR\ Consrtuct 18'x14' sunroom addition w/45 deg. corners, construct 12'-6"x20' garage addition and add approximately 320sq.ft of of Work patio/sidewalk (per plan). All construction must meet req'd building codes.*ADDITIONAL TRUSS CALCULATIONS AND FRAMING DETAIL MUST BE PROVIDED ON SITE PRIOR TO ROUGH-IN INSPECTION. El.,ECTRICAL PERMIT NOT INCLUDED HV AC Contractor BREWER HEATING Plumbing Contractor Electric Contractor SCHOMMER ELECTRICAL CON $30,000.00 Plan Approval $0.00 Permit Fee Paid $125.00 Park Dedication $0.00 Fees: Valuation Issued By: cp Date 06/25/2001 Final/O.P. D Permit Voided I Signature agree to perform all work pursuant to rules governing the described construction. Date Address Agent/Owner OSHKOSH WI 54904 - 0000 Telephone Number 426-8600/203-8600 COMPLIANCE CHECKLIST DEFICIENT Use Lot Width Lot Area Lot Area 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 ZONING e-3 Alteration B~l~~ G~I~ <G-rf-l-f~ ~ \~t~ ~ COMMENTS ~ (;st- :s. ~ <:- ?... ~ 5 ~ - ~ O~ S~ 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 the use is conforming and when no change is proposed. X APPROVED I DENIED Plan Commission Action Required Variance(s) Required REVIEWED BY: Ar DATE: C - I t'--O) /' Of ..., -l Om >< - .. ro '0 :is ~ (b' ib "0 ::r o ~ X' it ~ I ;1 ~ 15' !Tf 0> 0> <=> '"' ; <0 "-> .0;;> I "-> c.,... '-" I VJ = ~ ~. <.0 ,- S c= $.: CD "l 7) "- o R" o .----" I C) ---' u i'-) :.z: ~~ (5 -~\ F\ C"') ~ $> <,~. '3 ~~ .:..:)~ '-< ',,- \ ,.." -.f) -=s (l. ,;:; ~,. () 2.... ;; ~...., \) f\> C"'> ~ 9. fl." ~o~ 'j~ oJ '\t/ ~ 5) - T 0~ 20-0-0 9) N I (Jl I o T- (J I f\) ~, -' . . bA;&E <:!E Truss Type Gp.t;LA~ . ITrUsS ,01.0132 ~ ROOF TRUSS NOFFKE LUMBER INC, OSHKOSH, WI. 54901, DON NOFFKE Job -cr~------._~--- J~..-k~~O. 4.201 SR1 s Sep 132000 MiTek Industries, Inc. Wed Jun 06 08:19:27 2001 Page 1 -1-10-8 1-10-8 __ 6-3-0 6-3-0 +-- 12-6-0_ 6-3-0 -f---- 14-4-8------i 1-10-8 Scale = 1:27.2 5x5 = 5 / ~/ / 2><4 II 6 ~~ ~~,~, 2><4 II ~~~ "--....... 6.00 [T2 2><4 II // 4,//' /// 2><4 II /../~//,,/ /.//. /'// --/"/.-" ". '......, ". '. 5x5 = 2><4 II 2x4 II 2x4 II 2x4 II 2x4 II 5x5 = ]<D . ..;. 9 0 ~J 6-3-0 6-3-0 ___---1.~~-0 6-3-0 . LOADING (PSI) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0.0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code 80CAlANSI95 CSI TC 0.30 Be 0.12 W8 0.04 (Matrix) DEFL in (Ioc) Vert(LL) nla Vert(TL) 0.04 1-2 Horz(TL) 0.00 8 1 st LC LL Min lIdell = 360 lIdefl nfa >561 nfa PLATES MII20 GRIP 1971144 Weight: 48 Ib LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF NO.2 OTHERS 2 X 4 SPF Stud WEOGE left: 2 X 4 SPF Stud, Right 2 X 4 SPF Stud REACTIONS (lblsize) 2=290112.6.0, 8=290112-6-0, 12=122112-6-0, 13=168/12.6-0, 14=82/12-6-0, 11=168/12.6-0, 10=82112.6-0 Max Horz 2=32(1oad case 3) Max Uplift2=,115(1oad case 4), 8=-115(1oad case 4), 13=-55(1oad case 3), 14=-8(load case 3), 11=.55(load case 2), 10=-6(10ad case 2) Max Grav2=290(load case 1), 8=290(load case 1), 12=122(1oad case 1), 13=175(load case 5), 14=82(load case 1), 11=175{load case 6), 10=82{Ioad case 1) BRACING TOP CHORD Sheathed or 6-0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0,0 oc bracing. FORCES (Ib) - First Load Case Only TOP CHORD 1.2=44 2.3=.78 3-4=18 4-5=-51 5-6=-51 6-7=-48 7-8=-78 8-9=44 BOT CHORD 2-14=16,13-14";16,12-1'3=16,11'-12"=16,10,11=16: 8-10=16 WEBS 5-12=-129,4-13=-158,3,14=-122,6-11=-156,7,10=-122 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per BOCAlANSI95 If end verticals or cantilevers exist. they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL Increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (nonnal to the face), see MiTek "Standard Gable End Detail" 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 Ib uplift at joint 2, 115 Ib uplift at joint 8, 55 Ib uplift at joint 13, 81b uplift at joint 14, 551b upliftaljoint 11 and 61b uplift at joint 10. 7) This truss has been designed with ANSlrrP11-1995 criteria. LOAD CASE{S) Standard Job Truss Type blf2-D€f2- @ 6At2AGE: , , Truss 01-0132 GT-2 QUEENPOST NOFFKE LUMBER INC, OSHKOSH, WI. 54901, .DON NOFFKE 1--_ 3-3-9 3-3-9 t___lJ-3-O 2-11-7 6.00 f12 ./ .//" ,// ~/ / /. 2x4~ ./.--/ //./.--/ 2~/ ./ , ~/':<"" /./ .//~ "'" ......"JJ'!.2 ~/ ,/' "''-" '-.............. ~f// ''<=~ 3><5 = 1---. 6-3-0 6-3-0 Plate Offsets :0,4-0 0-4-8 LOADING (ps!) TCLL 30.0 TCDl 7,0 BCll 0.0 BCDl 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code BOCNANSI95 CSt TC BC WB LUMBER TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X 6 SPF 1650F 1.5E WEBS 2 X 4 SPF Stud REACTIONS (Ib/size) 1=1434/0-3-8,5=1584/0-3-8 Max Horz 1=-58(load case 2) Max Uplift1=-84(Ioad case 4}, 5=-153(load case 4) FORCES (Ib) - First Load Case Only , TOP CHORD 1-2=,1620 2-3=-1462 3-4=.1462 4-5=-1620 5-6=25 BOT CHORD 1-7=1390,'5-7=1390 ' , , WEBS 2-7=,95,3-7=1077,4-7=,95 5><5 = 3 7 6x8 = 0.38 0.74 0.46 B1 Wed Jun 06 08:19:42 2001 Page 1 ._~.:J.-7 2-11-7 12-6-0 3-3-9 t--!4-4-8 1-10-8 Scale = 1 :25.8 / / "...., ......... "~'-..... '-, . ". '......., 2x4 -;:. "~ .'............. 4 -...., '............ ~>x) ~ / \..-:>'-. ''12 /'!l'V~;/./ "",.",,'-=--,,'-............. --,,/ /' ,/ "..."'......... . "',. // '........, '.-....... 5 // ~.......- '-''-,- '''). "-'" , ' - , 3><5 = 6 ]~ I 12-6-0 6-3.0 -1 DEFL in Ooc) Vert(Ll) -0.06 1-7 Vert(TL} -0.10 1-7 Horz(Tl} 0.02 5 1 st LC II Min !ldefl = 360 I/deft >999 >999 n/a PLATES MII20 GRIP 197/144 Weight: 52 Ib BRACING TOP CHORD Sheathed or 4,6-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2} This truss has been designed for the wind loads generated by 90 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure B ASCE 7-93 per BOCAlANSI95If end verticals or cantilevers exist, they are exposed to wind. If pore'hes exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3} Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 Ib uplift at joint 1 and 153 Ib uplift at joint 5. 4) This truss has been designed with ANSIITP11-1995 criteria. LOAD CASE(S) Standard I} Regular: Lumber Increase=1.15, Plate Increase=1,15 Uniform Loads (pi!) Vert 1-5=-161.0, 1,3=-74.0,3-6=-74.0 ,< .. "'. bU2-OEir2- e Truss Type ...'50N jZ.O=~ ___~t:rJ(OPtional) _____ 4.201 SR1 s Sep 13 2000 MiTek Industries, Inc. Wed Jun 06 08:19:50 2001 Page 1 Job ~ 01-0132 QUEENPOST NOFFKE LUMBER INC: OSHKOSH, WI. 54901, DON NOFFKE -1-10-8 1-10-8 3-8:4 3-8-4 7-0-0 3-3-12 10-3-12 3-3-12 14-0-0 3-8-4 t--- 15-10.8---j 1-10-8 Scale = 1:29.7 ~\ 4, /.. ~./~L'. '. // / l:J., 2><4':::' ~. /// '. ~.// 3 ///~ //- // /;?:f~/ //1'1 ///~.,,'~ ii~/ ""~'" ~ /~. ~;, 1 ./ / C./ 4x7 = " ........ 6.00[12 ....... .........,~ 2>:4 ~. W1 ---.............. .',..........5 ....'.....,.... ....'-~ ./.~,. ti.... //' .// ...--............... '-.'............... ""9.. /.. .............. '........ //-:::>/ ............~~..........." 6 , / " , / ... ..::::,. ........'.......",. X "y' 4x7 = "...... ]"1 7 ~ ....".... 'J 7-0-0 7-0-0 --+---- 14-0-0 7-0-0 < ---I Plate Offsets :0,0-4 0-0-6 6:0,0,4 0-0-6 LOADING (psI) TCLL 30.0 TCDl 7.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 6 SPF No.2 BOT CHORD 2 X 4 SPF NO.2 WEBS 2 X 4 SPF Stud 'Except' W12X8SPFNo.2 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code BOCNANSI95 CSI TC 0.19 BC 0.94 WB 0.09 DEFL in (Ioc) I/defl Vert(LL) -0.06 8 >999 Vert(Tl) -0.11 2-8 >999 Horz(Tl) 0.06 6 n/a 1st LC LL Min I/defl = 360 PLATES MII20 GRIP 197/144 Weight 68 Ib BRACING TOP CHORD Sheathed or 4-1.8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=1944/0-5-8,6=1944/0_5-8 Max Horz 2=35(load case 3) Max Uplift2=-176(load case 4), 6=-176(load case 4) FORCES (Ib) - First Load Case Only TOPCHORD 1.2=25,2-3=-3106,3-4=,2997,4-5=-2007,5-6=-3106,6-7=25 BOT CHORD 2-8=2661, 6-8=2661 WEBS 3.8=22,4-8=114,5-8=22 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 90 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure B ASCE 7-93 per BOCAlANSI95If end verticals or cantilevers exis~ they are eJ<Posed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1,33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 Ib uplift at joint 2 and 176 tb uplift at joint 6. 4) This truss has been designed with ANSlfTP11-1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 2303.0lb down and 134.11b up at 7-0-0 on top chord. Design for u""pecified connection(s) is delegated to the building designer. LOAD CASEIS) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pi - -2. - =-74.0,4-7=-74.0 concentrate.d Lo~ds Ob) Vert. 4=-2303.0 " t .. CbM.MO,J s G? -~J:"T l~~------= 4.201 SRl s Sep 13 2000 MiTek Industries, Inc. Wed Jun 06 08:19:55 2001 Page 1 <' jJOb 01-0132 ITTr_u1ss _ Truss Type .. ROOF TRUSS NOFFKE LUMBER INC, OSHKOSH, WI. 54901, DON NOFFKE -1-10-8 1-10-8 6-3-0 6-3-0 +-- 12-6-0 6-3-0 -+-~~----I 1-10-8 Scale = 1 :27.2 5x5 = 3 /,/ / .: J "'~ ,/ - .,........ .~, ~~ 600[12 / / ,.// /" / /,/ TI<<;;::/ ./. -.//"./ / / " .... '-~ ... ~ .; "11 -~" ..~, ...........~ ......~~.... "h ---",/ / / //./// / //,. 2 flW ,/ ~ .' ///F' W -----. ~ ./ ,/ . 1//>// ,/ / f/// 5x5 = .... "'-'" ~. 5x5 == .", l~ 5 0 ..J ..~ 6 2><4 II LOADING (psI) TCLL 30,0 TCDL 7,0 BCLL 0,0 BCDL 10.0 IJSPACING 2-0-0 . Plates IncreaseU5 Lumber Increase 1.15 Rep Stress Incr YES Code BOCNANSI95 CSI TC 0.78 BC 0.35 WB 0.05 - 1 12-6.0 , 6-3-0 . DEFL In (loc) IIdefl PLATES GRIP Vert(LL) -0.01 6 >999 MII20 197/144 Vert(TL) -0.06 2-6 >999 Horz(TL) 0.01 4 nla 1stLC LL Min IIdefl = 360 Wei9ht: 40 Ib 6-3-0 6-3-0 -- --- LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF stud WEDGE Left: 2 X 4 SPF stud, Ri9ht: 2 X 4 SPF stud REACTIONS Ob/size) 2=723/0-3-8, 4=723/0-3-8 Max Horz 2=32(load case 3) Max Uplift2=-1 03(load case 4), 4=-103(Ioad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2"22, 2,3=,586, 3-4=-586, 4-5=22 BOT CHORD 2-6=510,4.6=510 WEBS 3-6=122 BRACING TOP CHORD Sheathed or 5-1-10 oc purtins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 ml from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per BOCNANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 Ib uplift at joint 2 and 103 Ib uplift at joint 4. 4) This truss has been designed with ANSIITPI1-1995 criteria. LOAD c:ASE(S) standard ,'- ~--------~--~.---.--.-----""._'_._-------'--'----- . . T-4 ROOF TRUSS mtionall 4.201 SRl s Sep 132000 MiTek Industries, Inc. Wed Jun 06 08:19:58 200:1'Page 1 {ob (>1,0132 Truss Truss Type NOFFKE LUMBER INC, OSHKOSH, WI. 54901, DON NOFFKE -1-10-8 1-10-8 7-0-0 7-0-0 -f 14-0-0 7-0-0 15-10:~_-! 1-10.8 Scale = 1 :29. 7 5x5= 3 6.00 [12 /' ~//~// /./~/~// // /,/ /-". /",-- // // /,0' .~ ,/ ,/ ~-- .../ " '~...... .,,~ "", ", , ..............., """ -~ -------- , '~.....,~~"''-.'"........, .. ',...... 11,. ~ ......<'....~.... ''', '''"--..., " /T1/:// /. /// ~/ /'.' / ...// .' .' /~J=W /:.../// ~ / / ~// -- 1 ___ /,- C>--- 5x5 = ~. -..........,:--.., ..~1..4.. il 6 2><4 II 5x5 = sl~ ....] 1----.-..--- 7-0-0 7-0-0 14-0-0 7-0-0 LOADING (psI) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code BOCA/ANSl95 CSI TC BC WB 077 0.42 0.06 DEFL in (Ioc) Vert(LL) -0.02 6 Vert(TL) -0.09 2-6 Horz(TL) 0.01 4 1 st LC LL Min "defl = 360 "detl >999 >999 nla PLATES MII20 GRIP 197/144 Wei9ht: 441b LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud, Ri9ht: 2 X 4 SPF Stud REACTIONS (lb/size) 2=792/0-5-8, 4=792/0-5-8 Max Hor.z 2=35(load case 3) Max Uplift2=-l 09(load case 4), 4=-109(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=22 2-3=-649 3-4=-649 4-5=22 BOT CHORD 2-6=56e, 4-6=566 ' WEBS 3-6=135 BRACING TOP CHORD Sheathed or 6.0-0 DC purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been checked lor unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by gO mph winds at 25 ftabove ground level, using 5.0 psftop chord dead load and 5.0 psI bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.$3 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 Ib uplift at joint 2 and 109 Ib uplift at joint 4. 4) This truss has been designed with ANSIITPI1-1995 criteria. LOAD CASE(S) Standard ,- ~ u :a ..... ...... 00 ~ V) 01 V) 01 .S 1:: :g <l) 8 s '" 0. .- 0 ~~ ..<:: i) ~~ ~.o a'~ 'b~ ,-28 u ~ Z*oo ~ () 161.36' ~l~~ ~~L .[17 ~~~;~~~~~ g.=~8'~~~'!~ ~ ~ ] .~~ ~:: a i 0: 'E.!f~t~~.~~ W ~g'S.g !;~;S~ 5.= ~ ;~.~ ~ :~~.~~~ 3 ~!:[;i~E~ go o -;.E e ~'C~u t:~'O en ",,'S8~a:;~~-.e- is ~~.:i E a~'~.~u ~;~r-g~i-a~5 ';a'~ E ~~;:~ E' a t>.a'E 1;::i~:E ~ .:a ~.~:; 'g ;; e-'~:a ~tUESa~.sa.~= \n ~ . ~ b ('t) II ~ = = N -... \C ~ -... In = E-< ~ ..-- :>. .D "0 Q) ~ Q) .... u 74.81' - ("fj o . o ("fj ~ . . Co ~ . ~ N ~_!t.~~~ '_"'52 N2e;:::;~~;~D;~:.;~~~~A;~L~~~;~~WSG;:~~~~INE_FIR #2 EI"EAMusA 1111 5/16/01 2:21 :00 PM Page 1 of 1 Bulld.Code: 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR, THE APPLICATION AND LOADS LISTED j----....---.-..-} ~~ --------.....-.--.-: -.-, [..---------.] [ill ----.---...--.---- ':[2J ~'--5' 6".-------.1, Product Diagram Is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR - RES. Application. Tributary Load Width: 7' Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition SUPPORTS: 1 2x4 PI~te '2 2x4 Plate INPUT WIDTH 3.50" 3.50" BEARING lENGTH 3.5" 3.5" JUSTIFICATION Left Face Right Face REACTlONS(lbs.) LIVE/ DEAD/ TOTAL 770/243/1013 770/243/1013 DETAIL. OTHER Blocking Blocking DE$IGN CONTROL$: MAXIMUM DESIGN CONTROL CONTROL Shear(lb) 952 683 1015 Passed(67%) Moment(ft-Ib) 1229 1229 2300 Passed(53%) Live Del1.(ln) 0.034 0.129 Passed(L/999+) Total Defl.Qn) 0.044 0.258 Passed(L/999+) - Deflection Criteria: STANDARD(LL: U480, TL:L1240). .- Braclng(Lu): All compression edges (top and bottom) must be braced at 23' 1" olc unless detailed otherwise. Proper attachment and positioning of lateral bracing i~ required to achieve member stability. - The allowable shear stress (Fv) has not been increased dU,a 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 Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading ADDIIIONAL N..QIES: - IMPORTANT! The analysis presp-nted is output from software developed by Trus Jobt. The specific product application, input design loads, and stated dimen~lons have been provlded by the software user. This output has 110t been revlewed by a Trus Joist Associate. - Solid sawn lumber analysis is in accord.''ll1ce 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 S9wn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. .'- PROJECTIN~ATION CLASSIC HOMES BY I<UBA 2525 GASLIGHT OPERA TQ..B.lliFORMA liON: NOFFKE LUMBER INC. aEN STELLMACHER 1601 BOWEN ST. OSHKOSH, WI 54901 (920)235-3080 (920)235-3061 (FAX) Copyright @2000 by TI1.I6 .Jolst. A Weyerhaeuser Bu!!lnpss. TJ-Pro 1M and T J-Beam 1M are trademarks of Trus Joist. ~ "liP. J~~ Supplemental Report for "1J.Beam =~='N;:;~b'e"';7000011752 2 Pes of 1.5" x 7.25" 1.4E SOLID SAWN SPRUCE-PINE-FIR #2 13EAMUSA 1111 5/113/01 2:21:00 PM Pag", 1 of 1 Member Jnformation: NEW OPENING HEADER IN FOUNDATION WAt.L BELOW GREAT ROOM Project Information: CLASSIC HOMES BY !<UBA 2525 GASLIGHt Operator Information: NOFFKE LUMBER INC. BEN STnIMACHER 1601 BOWEN ST. OSHKOSH, WI 54901 (920) 235-3080 (920)235-3061 (FAX) ,,-'5"'=-2. 00" -----;:: Max. Vertical Reaction Total (Ib) Live(Ib) Required Bearing Length(!n) Max. Unbraced Length(in) 1013 770 1. 50 (W) 1013 770 1. 50 (W) 277 Floor loading on all members, LDF = 1.00 Shear(lb) Reaction (Ib) 1013 Homent (ft-I!:>) Live Defl. (in) Total Defl. Un) 952 -952 1013 1229 0.034 0.044 Dead load, LDF = 0.90 Shear (lb) Reaction (1b) Moment (ft-I!:>) 228 -228 243 243 295 .'- Copyr-ight Il:> 2000 by Trus Jo.i.st, A Weyorhaeuser Business. TJ-Pro~ and TJ-Beam~ are trademarks of Trus Joist. t;) <P'Nl~'B,";"", T J.Seam"" vS.4Q Serial Number: 700001 1752 BEAMUSA 1111 615/01 8:11:41 AM Page 1 of 1 Bulid Code: 124 THIS PRODUCT MEETS OR EXCEeDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 6/12 WINDOW HEADER IN SUNROOM fte, ~~"St'k.€ cr.u~ 2 Pes of 1.5" x 9.25" 1.4E SOLID SAWN SPRUCE-PINE-FIR #2 -[~~~~-=~--=~~-~-=-_:==:_]._- [=~~=:=--:~==:::=~J - [1 ]ii[2] . L--------.8..-----.------j All dimensions are horizontal. LpADS: Analysis for Header Member Supporting SNOW Application. Tributary Load Width: 9' Loads(psf): 30 live at115% duration, 17 Dead 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/DEAD/TOTAL 1080 1707 /1787 1080/707/1787 DETAIL OTHER Blocking Slocking DESIGN cQNTROLS: MAXIMUM DESIGN CONTROL CONTROL Shear(lb) 1712 1312 1489 Passed(88%) Moment(ft-Ib) 3282 3282 3944 Passed(83%) live Defl.(in) 0.076 0.383 Passed(1I999+) Total Defl.(in) 0.125 0.511 Passed{1I734) - Deflection Criteria: STANDARD(LL: U240, TL:U180). - Braclng(lu): All compression edges (top and bottom) must be braced at 9'1" 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. - 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 Roofloading ADDITIONAL NOTES; -IMPORTANTI The analysis presented is output from software develop~d by Trus Joist. The specifiC product application, Input design loads, and stated dimensions have been provided by the software user. Thi~ output has not been reviewed by a Trus Joist Associate. - Solid sawn lumber analysis is in accordance with 1991 NOS 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 use analyzitlg the solid sawn lumber material listed above. .- PROJECT INFORMATION CLASSIC HOMES BY KUBA 2525 GASLIGHT ADDITION OPERATOR INFORMATION: NOFFKE LUMBER INC. BEN STELLMACHER 1601 BOWEN ST. OSHKOSH, WI 54901 (920)235-3080 (920)235-3061 (FAX) Copyright @2000 by Trul$ Joist, A Weyerhaeuser Business. T J-Beam '" Is a trademark of Trus Joist t;)~'Nl~B'd~ 'T J.@eflm VS.45 Serial Number: 7000011752 "SEAMUSA 1111 615/01 8:11:41 AM Page 1 of1 Member Information: WINDOW HEADER IN SUNROOM Project Information: CLASSIC HCMES BY KtJBA 2525 GASLIGHT ADDITION Max. Vertical Reaction Total (lb) Live (Jb) Required Bearing Length (in) Max. Unbraced Length(in) Snow Roof loading Shear (lb) Reactlon(lb) Moment (ft-lb) Live Defl. (in) Total DeLl. (in) Supplemental Report for 2 Pes of 1.5" x 9.25" 1.4E SOLID SAWN SPRUCE-PINE-FIR #2 ~7'-=-8:0o " ---1\ 1787 1080 1.50(W) 1787 1080 1. 50 (W) 109 on all members, LDF ~ 1.15 1712 1787 -171.2 1787 Dead load, LDr ~ 0.90 Shear(lb) Reactlon(lb) Moment (ft-lb) 3282 0.076 0.125 677 -677 707 707 1298 Copyright ~ 2000 by Trus Joist, A Weyerhaeuser Business. TJ-Beam'" is a trademark of Trlls ,1oist. Operator Information: NOFFKF_: LUHBER INe. BtN STELLMACHER 1601 B01.jF;N ST. OSHKOSH, WI 54901 (920) 235..3080 (920)235-3061 (FAX) ~ --~5i ceJ'O \310 ft;.i2J~ WIScheck COMPLIANCE REPORT Wisconsin Uniform Dwelling Code WIScheck Software Version 1.0 TITLE: HOLTZ ADDITION COUNTY: Winnebago HEATING TYPE: Non-Electric DATE: 6-15-2001 DATE OF PLANS: 5-30-2001 PROJECT INFORMATION: 2525 GASLIGHT COURT COMPANY INFORMATION: CLASSIC HOMES BY KUBA UDC COMPLIANCE: PASSES Required UA = 541 ~me = 460 ~etter Than Code CEILINGS: Raised Truss CEILINGS: Raised Truss WALLS: Wood Frame, 16" O.C. WALLS: Wood Frame, 16" O.C. WALLS: Wood Frame, 16" O.C. BSMT: Cone. 8.0' ht/7.0' bg/8.0' insul BSMT: Cone. 4.0' ht/4.0' bg/4.0' insul GLAZING: Windows or Doors, Above Grade GLAZING: Windows or Doors, Above Grade GLAZING: Windows or Doors, Above Grade GLAZING: Windows or Doors, Above Grade DOORS FLOORS: Over Unconditioned Space HVAC EQDIPMENT: Furnace, 93.0 AFUE 125 252 lJ.. 0 2 1167 ~ 1116 252 122 72 25 116 75 84 .c:k\GTl~ H6~ t- AM ~~A Permit '"' Checked by/Date ~~. ~(y e;[;~ fl.,; Areev 44.0 44.0 21.0 21.0 21.0 0.0 0.0 21.0 Cont. Glazing/Door R-Value U-Value UA 0.0 0.0 0.0 0.0 0.0 5.0 5.0 0.370 0.370 0.360 0.370 0.360 0.0 28 6 63 67 16 100 25 45 27 9 43 27 4 -----------------------------------------~------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Wisconsin Uniform Dwelling Code. Builder/Designer Date , TITLE: HOLTZ ADDITION HEATING EQUIPMENT SIZING SUMMARY General Information: Outdoor Design Temperature: Conditioned Floor Area: Average Ceiling Height: Infiltration Rate: Equipment Oversizing Factor: Loads Summary: Conductive Losses: Infiltration Losses: Oversizing Factor Losses: Total Building Heating Load: -15 deg 2571 ft2 9.0 ft 0.50 Normalized ACH 15.0 % 39017 Btu/hr 17701 Btu/hr 8508 Btu/hr 65226 Btu/hr TITLE: HOLTZ ADDITION WIScheck INSPECTION CHECKLIST Wisconsin Uniform Dwelling Code WIScheck Software Version 1.0 DATE: 6-15-2001 Bldg. I Dept. I Use I I I [] I I I [] ! I I I I I I I I I I I I I I I I I I [] I I I I I I [] I I I I I I [] I I I I I I [] I I I I I I I CEILINGS: 1. Raised Truss, R-44 Comments/Location Insulation must achieve full height over the exterior wall. 2. Raised Truss, R-44 Comments/Location Insulation must achieve full height over the exterior wall. WALLS: 1. Wood Frame, 16" O.C., R-21 Comments/Location 2. Wood Frame, 16" O.C., R-21 Comments/Location 3. Wood Frame, 16" O.C., R-21 Comments/Location BASEMENT WALLS: 1. Conc. 8.0' ht/7.0' bg/8.0' insul, R-5 continuous Comments/Location 2. Cone. 4.0' ht/4.0' bg/4.0' insul, R-5 continuous Comments/Location WINDOWS AND GLASS DOORS: 1. U-value: 0.37 Windows must be labeled and rated in accordance with NFRC or must use default values from COMM Table 22.05-1. For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location 2. U-value: 0.37 Windows must be labeled and rated in accordance with NFRC or must use default values from COMM Table 22.05-1. For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location 3. U-value: 0.36 Windows must be labeled and rated in accordance with NFRC or must use default values from COMM Table 22.05-1. For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location 4. U-value: 0.37 Windows must be labeled and rated in accordance with NFRC or must use default values from COMM Table 22.05-1. For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location TITLE: HOLTZ ADDITION DOORS: [ ] 1. U-value: 0.36 Doors must be labeled and rated in accordance with NFRC or must use default values from COMM Table 22.05-2. Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-21 Comments/Location HVAC EQUIPMENT: [ ] 1. Furnace, 93.0 AFUE or higher Make and Model Number AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and ~nstalled with no penetrations or installed inside an appropriate air-tight assembly (COMM 22.32). VENTILATION: [ ] Mechanical ventilation systems must be balanced. Intake air ducts must be sized to provide a minimum of 40% of the total air that would be exhausted with all exhaust ventilation in the dwelling acting simultaneously (COMM 23.02(3)). VAPOR RETARDER: [ ] Required on the warm~in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating equipment efficiency must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts in unconditioned spaces must be insulated to a minimum of R-5 (COMM 22.17). TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided (COMM 22.15). HUMIDITY CONTROL: [ ] A humidistat is required when humidifying or dehumidifying (COMM 22.16). PIPE INSULATION: [ ] All heating pipes in unheated spaces and all cooling pipes in uncooled spaces must be insulated with a material providing a minimum thermal resistivity of R-4 (COMM 22.19). TITLE: HOLTZ ADDITION ----NOTES TO FIELD (Building Department Use Only)-------------------------