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HomeMy WebLinkAboutFax (calcs) - 03/19/2001 MAR-19-2001 MON 10:48 AM NOFFKE LUMBER FAX NO 9202353061 P. 01 Mil NOFFKE LUMBER ifA2v . . -4 ;..1......... 1525 BMW SI. - OSHKOSH - PHONE 920-235-3080 i FAX 920-235- . L Hutson OF PAGES 1140.111)ING11115 COVERVIFEE 1 j tvt'ESSAGE s-; .- - .--..--•-^.._..,...-_.,_,-.._____,..___..__, _.---- ..-..--• .--...---*-.4 •--,*■-..:-■,-.-...____ — iP 111 . — URGENf _11.FASE REPIN _____ CA1.1. W111N ReCEIVED _ , ()LEASE Q1101 E -:' • ., / MAR -19 -2001 MON 10:48 All NOFFKE LUMBER FAX NO, 9202353061 P. 02 • MAIN BEAM IN BASEMENT Z() r ' TJk near" v5 45 : eriat Number. 7QO % 11752 BEAMUE ;A 1111 10t7st00 2:47:42 PM 2 Pcs of 1.75" x 9.5" 1.9E Microllam® LVL Page t of 1 Guild Code: 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FORTHEAPPLICATION AND LOADS LISTED - - - -- Overall Dimension = 41' 1" - - -__ 4.. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR- RES Application. Tributary Load th:-2` Loads(psf): 40 live at 100% duration. 12 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION • COMMENT Unitorm(p11) Floor(1.00) 560 168 0 to 31' Adds to FIRST FLOOR DECK FRAMING Uniform(plf) Floor(1 00)" 340' 102 31' W41' V' Adds-to- FIRST FLOOR DECK_FRAMING SUPPORTS:. INPUT BEARING REACTIONS(Ibs.) W LENGTH JUSTIFICATION LIVE /DEAD /TOTAL DETAIL OTHER 1 Pocket,. Conc. /Block . 3.50" 2.25" Left Face 3047 1850 f 3897 Detail A3 1.25" LSL Rim 2 Column 3.50" 3.94t Centered 799612346 111344 Detail63 3 Column 3.50' 3.628" Centered 75281 1995 1 9523 Detail 93 4 Column 3.50" 3 :5" Centered 657 •/8493 Detail s3_ 5 Pocket, Conc. /Block 3.50" 2.25" Right Face 2030 f 542/2572 Detail A3 1.25" LSL Rim - See Trus Joist SPECIFIER'S I BUILE)ER`S•GUIDES f<x"detail(s)'. I4, B3 - Bearing length requirement exceeds Input at support(s) 2, 3. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5331 4543 63'18 Passed(72W) • R1..- cnd-Span4 -undflr -Floor ADJACENT span loading. Moment(ft -tb) 10319 10319 11775 Passed(88 %) Lt. end Span 2 under Floor ADJACENT span loading Live Defl-(in) 0.278- 0:343: Passed(U445). MID Span .1 under. Floor ALTERNATE span loading Total Deft(in) 0.337 0.515 Passed(U367) MID Span 1 under Floor ALTERNATE span loading - Deflection Criteria: STANDARD(t1: U360, TL :LI240) - Bracing(Lu): Alt compression edges (top and bottom) mustbe braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing isregnired-.ta- ve-memberstability- - The load conditions considered in this design include alternate and adjacent member skip loading. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software devetbpedby Trus Jo st "frusJotst warrants the sizing of its products' :byt• this software will be accomplished in accordance Trus Joist product design criteria and code accepted dosign values. The specific,. product application, input design bads; ed't nensierrs- have - been- providedbyrth softW3re user.- This output has not.been. reviewed by a Trus Joist Associate. - Not all products are readily avaitabie;..c ckwit:yoursupplierer TrusJoist- technicat -representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - AMowi.ble Stress Design•methodologyf was.used _for _Code UBC analyzing the Trus Joist Residential product listed above. - Note: Sec Trus Joist SPECIFIER'S / BUILDERS GUIDES Tor multpre ply •oonnectiorr PROJECT INFORMATION - OPERATQR�AIEORMATION: SHOWCASE CUSTOM HOMES NOFFKE LUMBER INC CIO JERRY.MATHUSEK - RUSS HINTZE 20 ROLLING GREEN CIRCLE 1601 BOWEN STREET"; 'Rt1SS$tNTZE OSHKOSH, WISCONSIN 54901 (920}235 -3680 (920) 2353061 C "pyrioht r5 20(x1 by Tru; .lord, A Weyerhaeuser 8imsine . T 0 ^' smf•1 Beorowere -er kuN- Jcmt:... Miciutl:,mN K n rvoi;.,ered-track,n+drk of- Trus..lisa MAR -19 -2001 MON 10:48 AM NOFFKE LUMBER FAX NO. 9202353061 P. 03 !� SHORTER BEAM IN-BASEMENT•OEItEfT :SIDE TJ•0tu,mTM v5 45 :.erial Nu,ntrer: 7000°11752 BEAMUSA 1111 10/251110 2.41:451'144 2 Pcs of 1.75" x 9.5" 1.9E Mtcrofam®LVt Raw 1 oft Build C"d.7 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS •FOR•THE.APPLLCATION AND LOADS LISTED Overail Dimensfan = 24' 7.75" 6 • - 8' 3.25 " — - – 8 1.25 3.25 " — •4 Product.Dlatararn Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 12' Loads(pst): 40 Live at 100% duration, 12 Dead; 0 Partition SUPPORTS: INPUT BEARING • REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE / DEADTTOTAL DETAtt OTHER 1 2x4 Plate . 3.50" . 2 25" Left Face 1830 i 522 1 2353 Detail A3 1.25" LSL!Rim 2 2x4 Plate 3.50" 4.056" Centered' 46681 1 • DetaiL83. 3 2x4 Plate 3.50" 4:456" Centesred 4688 1 1366 1 8034 Detail B3 4 2x4 Plate 3.50" 2:25 Rigbtf.ace:. 18301 5224 2353- DetaitA3.. 1 25" LSLRim - Soo True Joist SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3, B3. - Scaring length requirement exceeds'irlputat- supports}2; 3: Supptementakhardware -;srequrredto-satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION• Shear(lb) 3144 2550 6318 - Passed(40%) Rt. end Span 4 under Floor ADJACENT span loading Moment(ft -Ib) 4684 4684 11775= Paseed(4fl% Rt. and-Span 1. under Floor ADJACENT span loading... Live Defl.(in) 0.086 0.270 Passed(L1999 +) MID Span 1 under Floor ALTERNATE span loading Total Defl :(i1) 0.1 0.405 Passed(L/921 MID- Span.1 under.Floor ALTERNATE span Loading - Deflection Criteria STANDARD(LL' LJ360, TL'U240). - L3racing(Lu): Alt compression edges tep-andbottoot) mtlst f abraced-atZ.. 8° ono unless-detailed-otherwise. Proper attachment and Positioning of lateral bracing is required to .achieve member stability. - The load conditions considered in thrs•design_ include- atternate..and adjacent member skip loading, ADOITIO.NAL NOTES: . - IMPORTANT! The analysis presented is output from software devetoped by 'MC Joist "Taus Joistwarrants the sizing of its products by- this software will be accomplished in accordance with Trus Joist product designcriteria and code accepted design values. Tho specific product application, input design loads, acid tr aarbeen- providodbyice,softwaa'user: This output has not-been- reviewed by a Trus Joist Associate. - Not all products aro readily available: Checktrritlryaur - st liar orTrus -Joist technical representative for product availability. - THtS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was -used for Code. UBC analyzing the Trus Joist Residential product listed above. - Note: See Trus Joist SPECIFIER'S / BUILDERS GUIDES for multiple ply connection. PROJECT INFORMATION • • • OPERATOR jFORMATIION! SHOWCASE CUSTOM HOMES NOFFKE LUMBER INC C/O JERRY MATHUSEK RUSS HINTZE 20 ROLLING GREEN CIRCLE 1601 BOWEN STREET RtJSS HtN•TZE.. OSHKOSH, WISCONSIN 54901 (420)-235-315 (920) 2353061 Copyn itibt r, 2000 try Trua ..k .4. A Weycrh s4LLker Bliaineas TJ- Pioe" Bean +" - anrlfedaieariK OFTruaJai:.L. Mrctua,m41. a reca,,aded iradcM.41c of Trus Joi . MAR -19 -2001 MON 10:49 AM NOFFKE LUMBER FAX NO. 9202353061 P. 04 C lie,90•V Supplemental Report for Ti-e ;a +n v5,45 =:edai Nu,tlber. 7002041152 2 •RCS of 1 BCAMUSA 1111 10r25100 2.41:42 PM Pap 1ot1 M.',"bet 1„ rOIMatton: MAIN NFN4 10 nnrda9r.NT P,oject. 7i(c rm,t %On: 016:tator Information: 96,WCASL Cl1;TOM WWII N01'F'KR LUMEN 1NC' - C/'3 JF'.i<RY MAl7(II:iItK RUBS HINTZE 20 720LL0(4(2 .i.Y.N CX2fI.. 1601 OWNEN STREET , 10110 ti1N'TZE (551 tDS)4, W1SC(fNS114 14901 _.. _ 1 (920) 235 -3090 19201 7353031 '' 10'- 3.50" 10+- 7.50" 10 +- 3.50" ... -3.50^ „ Mix. Vcrtlrnl fir Linn Tir.,l(ib 38'77.. 10141_ 9523 0493 2572 Llve(161 3047 T906 - 7520 ... 0572..... 2430 - K }d 0v t..'•6017(in1 1.50(5) 3.94(5) 3.63(5) 3.2410) +.+0(6) Max. pnhrac+'ri Lrngth•(,,) .. 32 -32 32. 32 32 32 32 020'r io.airJ Oft 111 mcx+0 r3, 1.01' - 1.00 She1r61b1 3411 -5213 4572 - 4005 42t9 -417+ 35fl7 -2126 He.ILLIon(it,) 34',4 9015 0354 7964 2219 Mamcnl.((1 -10) 0929 -9411 3014_ -69105 - 7316._. -r 1j:. 4.0(2 - t,iv(, 0.-.67. (191 0.100 0.0',0 0.007 0.101 . Tot.,1 1' 1.)i'.1_ 0.250 0.166 0.114 0.134 F1tln ALTERNATE span loading o6 odd 1 mombera, LDF - 1.00 51,,;ar(le) 3757 -4900 1212 -059 4195 -4451 1225 -166 Reach un(lb) 30.92.. 6112 5053 5615 105 0666,nt(ft -1l() 8300' -Saes - 2.235-_. - 4069 6391... _$444 102 - .• Llvg 0t:t1.(In) 0.'70 - 0.157 0.214 - 0.00'1 Total Urf):lln1' 0.137.. -0.142 0.241 -0.074 Floor ALTFENAii 606 lo.,dind on cyst 1 mcm32et9, I.$0 - 1.00 2.'h,+.,(1111) 4 -1597 4454 -4203 1093 -914 3234 -2414 RrarliOnllhl 307 6051. 5296 4209 2572 )t:vnen(111-110 550 -5779 4215 -4404 -3146 388 -• • 5536. LIvn 0,11.061 -0.095 0.200 -0.121 0.1 T0231 Ur(1:On(' ' - - 0...053.. 0.222 -0.100 0.222 Floor AAJACI:N'P :.p.i0 iondin4 over 6upp3rk 1 2, LW - 1.00 21 1 1 ,•,,, 111,) 3326 - 5331 5013 -3644 946 -1121 3204 -2450 nflit :tion(tb) .1466 103.44.. 4590 4205 2542 T4+nu, :1+t(ft 3575 -123I9" 41177 -.. .0274 -4-142 - 4 5411:.: l.ivo tx:t1.{in) 0.160 0.125 -0.104 0.102 P,+1.,1 uatl. lint . 0.226 0.140 - 0.077 0.215 014,r,,, A0,(N:N1' ;.p:+n 1.32:11ng Ova ;+.ippart k 3, t.D1 - 1.06 f7-0..3r(201 Set -1480 3917 -4740 4 -3003 210 -204 R713c1 io0(100 615. 5406 9523 4070 307 M,1m(:,,t (it. -11,1 040 - 4623' 4 - - 5910 -. . 4481... - 4 2,56.- 274.:. Livn i)ut I.(i -0.065 0.123 0.323 - 0.365 l' ta1 t3 .11n1 -0.030 0.13 0.149 -0.044 FiOnr Ar ,pall i0adin0 oz .,upport 1 4, LDF - 1.00 5h+.,,r(101 3439 -4920 1306 -762 3020 -491 3676 -2030 Reaction(W) 3070 0226_. 4590 (1493 2131 Momo61.1Lt•1h1 9304 - 6702 -5627 - 3279• -01 - - 90,3. - ...3741 l..v Ur51.(l,1) 0.213 - 0.142 0.100 0.080 1'bt.tl t'gtl.l)n) 0.312. -0.123 0.107 0.113 L'ca(I 10a9, 1. I' - 0.40 ;i1 O1 016 -1254 1094 -976 1010 -1049 5711 -519 koactlon(161 050 2340 1905 1921 542 Mnmo„t(tt -1h( 1657 22117.' (23.:. 1649 -1771 -1015 997. CopyJl0I. 81 2000 Ly Tr Joist, .A. Wuyerhoc'u1er 0u,7)n(1::9. M1:;1vIl ::m„N r,. a rroi..(.oeoo trdd.:,nark Or 71123 K1sr.:._ ?J -PLO :n) TJ- H'. ate trrilomarka or Tr((7 Joist. MAR -19 -2001 MON 10 :49 AM NOFFKE LUMBER FAX NO. 9202353061 P. 05 ,. FRONT WINDOW HEADER IN LIVING ROOM / �w . n ...� - / TJ.rleum v5 45 See A fdilmbM- 70110011752 6 R � of 1:757 ' X- 9:5�. se 1,9E M{Grolla L VL. BEAMUSA 1111 10Q!.100 3.03:2a PM PliO� t of 1- Dodd Code: 124 THIS PRODUCT MEETS OR EXCEEDS -THESETDESIGNC014TROLS•FOft-THEAPPLICATION AND LOADS LISTED Member- Scope :.0 Roof SIopp 5/12 L•) I All - dimensions are horizontal. pmt =Dia9TaCwfs Pt LOADS: Analysis for Header Member Supporting SNOW Application' Tributary LoadW dt 2 Loads(psf): 30 Live at 115% duration, 17 Dead, and; TYPE CLASS LIVE DEAF - LOCAT N APPLUCARON COMMENT Uniforrn(pIf) Snow(1.15) 443 251 0 to 2' 8" Adds to ROOF LOAD'FROM SHORTER ROOF Uniform(plf) Snow(1.15) 728 413- 2 8" tag Adds to ROOF LOAD. FROM MAIN ROOF SUPPORTS: INPUT BEARING REACTIONS(tbs.) WIDTH LENGTH JUSTIFICATION LIVE /DEAD( rOlAT- DETAIL OTHER"' 1 2x0 Stud Wall 5.50" 5.5" Left Face 2914 1 1706 / 4620 Detail R1 59 Shoar8tooking 2 2x6 Stud Wall 5.50" 5.5" Righ&Fa•.e 3456, 20294541 - SB:Shear'Blocking -Sec Trus Joist SPECIFIER'S - ,BUILDER'S GUIDES. for detailks): RI. DESIGN. CONTROLS: . . MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5070 3327 7265 -Passcd(54%) Rt. end Span 1 under Snow Roof loading Mornent(ft-Ib) 10307 10307 1 Passed(l6%) M►p =1-u er Snow:Root loading. . Live Defl.(in) 0.194 0A17 Passed(1J517) MID Span 1 under Snow Roof loading Total Deft(in) 0.306 0556 PaSsed(0326) MID- Span.1 under Snow Roof loading - Deflection Criteria: STANDARD(LL 13240, TL:1.1180). - Bracing(Lu): All compression edges-( topand•bs4tosn):racathe:bracedat2 -e" o/e untess.detaged_otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate eonlinueus: lateralsupport .of.the.compressiorredge. AI1D1T9NAL NOTES: - IMPORTANT! The analysis presented is output from software deverepedbyTrus TrasJoistwarrants the sizing of its produds ,.•- thin software will be accomplished in accordance with Trtrs Joist product design criterlaand code accepted design values. The specific product application, input design loads; liana- been -pcuvideal y the sofemar user: This output has not been reviewed by a Trus Joist Associate. - Not all products are readily available Oheckwith your - su plief orTrusJasi .technicaI.representattve for product availability, - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology.was -used for. Code U9C analyzing the Trus Joist Residential product listed above, • Note: See Trus Joist SPECIFIER'S / BUILDER'S GUIDES for multiple pf, connection. PROJECT INFORMATION • QPERATQR INFORMATION: SHOWCASE CUSTOM HOMES NOFFKE LUMBER INC C/O JERRY MATHUSEK - RUSS HINTZE 20 ROLLING GREEN CIRCLE 160t BOWEN STREET - , RUSS filNfi2E OSHKOSH, WISCONSIN 54901 - (920) -235-3081 - (920)2353061 Copyright C 2,#10 by M1. Joist. A We yerhauu5er tJ=Bt rri tra nmk dTrrra at. Miuonnele is a 0.43Ktoted tt; d.satatu of Ttu ".Joist. MAR -19 -2001 MON 10:49 AM NOFFKE LUMBER FAX N0, 9202353061 P, 06 • • (114 ,. Supplemental Reportfor - - TJ :lean v5.t, Serial Number 71x1001,752 2 • Pcs of •1�:7- x 9.57 4.9E Micr-otlam ®LVL BCAMUSIA 1111 10125100 3.03.28 PM P;q)C t at t Mam" r lntormtLlon: 11 owr w IDOW iIF:AnFR IN LIVING I.U(IM Pro]'ct tnCurmntton: Operarnrinformltion: SWOWi_A'P. CUS'l'+ :M NORIU3 NCIFFKE LUMBFR INC c/C O1 U T MATHtI LK RU&' 1IINTZE 20 Ruh .TNG ( FN CIKr'l.F. 1661 D(Wt'N. -TREET ,. T1USS.,NTNTZE OSli U$IT, WISCONSIN 54901 (92O) 235 -3DU0 1)201 2363041, e '- M.,x, vcrt.,c2.r.0.+ction Tirta1(110 4620 5406 Livu(1o) 7914 345:6 K,tlulrc•d R+•..rin7 't. <mrythtin) 1.11(W) 3.63(W) Max: U,tbracrd. L.m thtin).. 32 Snow Koot 1c +41ing on 411 r mh,;rs, L1 . 1.15 Sho.UI11) 4353 -5010 117a('r,io,.IlU)- 462Q 54D6 (40mont. (rt. -11.) 10307 Livt D(E1.04) 0.144 Toc') DC•11.(1') 0.306 Dold loan, LOP - 0.90 SlwarilW 160 - 1D( h�..0 tontlh) 1706 2020 Mum + n( (1t -ib) 9147- Cupyriuhl..i 2000 Ly Trun Ju1st, A W.yerhrr.v.)or Ouainoss. MIcrollnraM IA a rc•iH.:cod t.rJ•rmark or Trun 7J- 00Lin" in a 0../,mark or Trull Joist. MAR -19 -2001 MON 10:49 AM NOFFKE LUMBER FAX NO. 9202353061 P. 07 _� MASTER BEDROOM WINDOW HEADER - TJ{leanT* Vti.A .1)NUM1It1C( r000011752 3 PCs - of - 1 ;5" x-9:25" 1.7E SOUD- SAW.N.DOUGLAS FIR #1 aermu::A 1111 1012''illal 3 -05 31 PM pop 1of1 O 124 THIS PRODUCT CT MEETS OR EXCEEDS THESETDESIGRICONTROLS Member Slope: 0 Root Slope: 5112 __ AM dtrnensionsare horizontal. Productthagrartl b Conceptual. LOADS: Analysis for Header Member Supporting SNOW Application, Tributary Load Width Loads(psf): 30 Live at 115% duration, 17 Dead SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH . LENGTH. JUSTIFICATION LIVE/ DEAD /TOTAL DETAIL OTHER 1 2x6 Stud Wad 5.50" 5.5" Left Face 25461 1598 f4t'44 Blocking 2 2x6 Stud Wall.. 5.50'. 5.5" Right Face 2546 11598/4144 Blocking DESIGN CONTROLS_ MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3749 2689" - 3032 Pessed(89%) Lt endMpan- *under :SnowRoofioading Moment(ft -Ib) 5936 5936 7780 Passed(76%) MID Span 1 under Snow Roof loading Live Dell.(in) 0.052 01'347 Passed01999 M1O Span -1 under Snow.R.00f.laadin.Sl. Total Deft (in) 0.085 0.422 Passed(U895) MID Span 1 under Snow Roof loading - Allowable moment was increased - Deflection Criteria: STANDARD(LL /240, Ti- :U180). - Bracing(Luy AU compression edges(top2nttbottom) must be braced.at.11' 4'' olc.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 lncredoed due to the - potential 'ofsptits ; Checksarldsfakes. See NOS for applicability-- of increase. - Analysis assumes continuous member Lapjointa, spdeesaadfinger jou gnifieanttyieduce member. performance and have not been considered. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed byTrus Joist: The specific product application, input design Toads, and stated dimensions have been provided by the software user. This. output has not been reviewed by a Trus Joist Associate. - Sold sawn (umber analysis is at accordance wit1 9 4 NDS i nethodokigy= agd7s=sdettt erded-foreomparison 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 o rmaterials: - - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: SHOWCASE CUSTOM HOMES- NOFFKE-LUMBER.INC CIO JERRY MATHUSE}< RUSS HINTZE 20 ROLLING GREEN CIRCLE 1601 BOWENSTREET , RUSS HINTZE OO't-1KOSH; W tS C ON StNF 54901: -(9201 2353060 - EO211 }235346. Copyiiolit 0.2000 by Trus,luist, A Wey It n Buser Bu ieas. TJ- B&:3mT« is a Lcu1e nar of Trus Joist. MAR -19 -2001 MON 10:50 AM NOFFKE LUMBER FAX Na 9202353061 P. 08 • 1 _ , _, Supplemental Report r TJ -Bunn v5.45 S 3 - 1:S:2V 1.7E - SOLID. SAWN .DOUGLAS FIR #1 BEAMUSA 1111 10/25610 3:05 :37 PM PaUc 1 ur 1 M;.1Uu'r information: M1031T . NF.f1t'.QUM WINoow IMAMS( t'ruj ct 1„40tma(.lUna Operator. In£arwatlnn'. S11OWt)5E CUSTOM HUMPS NOFFKE LUMRFR 1NC C/O JERRY MAT1405R11 111= HINTZE 1601 WHE14.+TRE!'P , RUN -4 HTNT66 20 ROLLING t1REllN (:TFCldS (XtINOtH, WISCUN.SIN 54901 1920) 235 -3080 (420)• 2353063 1 77-- 6 7 .7 - 7470J --7 "' M.X. .. vntilcA1.RoacFivA. ToF.4111b1 4144 4144 LSva(1b) 2"6 - 2Yt6:... Fuplr.•.1 r Doing Loolithtin) 2.1 2 .1 7 1 41 1 . Mnx. un)itar-nU L r'jthtin) 136 Rnaw, Rnof 1oa01IJ on all lt 1,0T - 1.14 5hoar(10) 3749 -3749 H••ecti•'+I 11U) 4144. 4144 M wntu -1h) 993o Liv,. )x•t1.tin) 0.052 . Tot ,1 0?•t 1'- 1 int - 0.085 riv.ia 102d, LU1' • 0.90 1446 -1446 Stu o r I 1 b) 1590 ya•..ctl on El b) 1590 22119 -' FL 0,0.1£1-110 Cep /tie /hl 0 2000.CY Teas JOnt, A Wayethaquset bu::ina .9s. T;r- Nem`" is .1 trnd.emutk or Ttw; 3'1.7t. MAR -19 -2001 MON 10:50 AM NOFFKE LUMBER FAX NO. 9202353061 P. 09 C.0-41W0, PATIO DOOR HEADER : ... ". 1.1- & ,, „. 4, 4s c�,,,� {� „er ,0001011762 2 PCs of i .5 .. x 9.25” JAE SOLID S#11N#NL SPRUCE-PINE-FIR #2_ I EAMtJ .A 1111 1017.++00 3 01 :60 PM P:+(p; 1 of 1 kluiki Code 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS-FORME-APPLICATION AND LOADS LISTED-, Member Slope: 0 Root Slope :. 5112 - � -- prodtmet iagrantb Conceptual: All dimensions are horizontal. ti LOADS: Analysis for Header Member Supporting-SNOW •tpphcatiort.. Tributary Load Width. 14'.9" Loads(psi): 30 Live at 115% duration, 17 Dead SUPPORTS; INPUT BEARING REACTIONSObs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER - 1 2x6 Stud Walt 5,50". 5.5" Left Face 1217 1 762/1979 Blocking 2 2x6 Stud Wall 5.50" 5.5" Right Face 12t71 1979 Blocking DESIGN .CONTROLS: MAXIMUM DESIGN CONTROL • CONTROL LOCATION - Shear(lb) 1739 1095 1489 Passed(74 %) Lt. end Span 1 under Snow Roof loading Moment(ft•ib) 2102 2102 3944` • f assed(53* Span 1 under_SnowRoa(.InactinL, Live Deft(in) 0.020 0242 Passed(U999t) MID Span 1 under Snow Roof loading Total Dell.(in) 0.032. 0:322: Passed(11999t) MID Span 1 under Snow Roof Loading - Deflection Criteria: STANDARD(LL: U240, TL:UIBO). - Bracing(Lu): All compression edge (tap:annd~bnttorn)r►u brced'at _17 2 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 SWIM checks and shakes. See NDS for applicatality= of increase. - Analysis assumes continuous member. tap- }Ointsc- spbcJ'candAnger4ointe ►ifeanty.reduce.member performance and have not been considered. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software devetopettby T sJoi*k The-specifrciProduct application, input design loads, and stated dimensions have beenprovided by the software user. This output has not been reviewed by a Trus Joist Associate.,, - Solid sawn lumber analysis is in accordance wdtt 4 s-sole 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- otlemberm - Allowable Stress Desiat methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: SHOWCASE CUSTOM HOMES - NCIFFKE.LUMBER INC CIO JERRY MATHUSEK RUSS HINTZE 20 ROLLING GREEN CIRCLE 1601 BOWEN STREET , RUSS HINTZE OSHKOSH WtSCO - (92O) 235 -3080 (920)23.3361t CopyfiOht C 2000 by Tru;: Jr st , A. Wvyerh ieueer Buseese, TJ- !team^' is a trademark Trull JoJ!t. MAR -19 -2001 MON 10 50 AM NOFFKE LUMBER FAX NO. 9202353061 P. 10 0 W400 1- -, Supplemental Report for • rJ- „ T, air e v5 45 SS 7000011752 2 Pcs't>t i S. x.:92.5'-!. 1:4E .S4UQ. SAWN S -PINE -FIR #2 1S05MUSA 1111 10/2:ir110 3.0150 PM PnOD 1 el 1 • M. 1 n1n not iun: 01110 LOOP, I11 (S1u;rdtnp. Infatmat ion : al lO W A L I n t m 1 I C : Nnl't Lt 1F(A} R itc -- SIIL Ct1 ;'1' llPMF:� tltlSS N1NT2E c/C milky MAMHUSLK 1G01 I NTN sTneL'f IiU� ItIN7'7.E ?D R,t1.LIN� (211EN C11{CLF.. O.SNKQDti, WISCONSW- 54941. (920) 21S -3000 (4201''. 7155001... • ^ a 1.0.00 Mar. Vert FQbt 11!` : TOta1(1111 1949 1919 Lir.:(1b( 1711 1217 - Rcq.11rr ne.trrn Lnn,ttb(In) 1.SIIw) 1.55(11) M.ix. , h,1. , ra r, U lomitn l inl 206 Snr1: Ruof 10.01n9 on all mumteor5, LDF .= 1.15 '(wntab) 1929 - 1739 1`1 1 9 M•.,cii.n (1b) 2107 Hom,.t..ttl -11,) 0.020 Liu., L7,1 . (t•,) 0.0220 'int:.l t7cf),Iln) n,.14I 11 wr -• n.9u G7D G10 Snc, (11') 762 14;7 Re.c7 (1110) 9.10• Mom0nt 1 (1- 11 lcnt)yrig■t. e., 200D 03' Teui Joist, P Weycrh.e1U0 "r 0u53n.:a3. TJ- nu.),d° ill a ll.1d, nark of 1'r u3 .,o1at. MAR -19 -2001 MON 10 :50 AM NOFFKE LUMBER FAX NO. 9202353061 P. 11 40 BEDROOM 2 WINDOW - HEADER TJ- Bosm "' v54B 6r:rtat Number: 700(1011752 to AMUSA 1111 10125100 3:11 - 12 PM 2 Pcs of 1.5" x 9.25" 1.4E SOLID SAWN SSPRUCE- PINE -FIR #2. Page 1 Gr 1 thuld Code' 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS - FOR TM APPLICATION AND LOADS LISTED Member Slope: 0 Root Slope: 0 51V 2 e AN dimensions are horizontal.. Product Diagram is conceptual. LOADS: Analysis for Header Member Supporting SNOW Application: Tributary Load Width: 24'.3'_ loads(psfy 30 live at 115% duration, 17 Dead SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH. JUSTIFICATION LIVEIDEADITOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 5.5" Left Face 1273 37 73tf2004 king - 2 2x6 Stud Wall 5 50" 5.5" Right Face 12731731 1 2004 Blocking a DESIGN CONTROLS: MJIXIAAUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1623 597 T4e9 Passed(40%) Lt. end=sparctunthtSnow Roof loading_ Moment(It Ib) 1149 1149 3944 Passed(29 %) MID Span 1 under Snow Roof loading Live Defl.(in) 0.004. 0 :094 : - Rassed(1i9994- MtD - Span 1 under Snow Roof loading. Total Defl.(in) 0 -006 0.142 Passed(U999+) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL: tI360, Tt :LI24O) - Bracing(Lu)' All compression edges (top and bottom) must be braced at 32' 7" o/c unless detailed otherwise. Proper attachment and positioning of taterat.bracingis aquked=toachievemefnber stability. - Design assumes adequate continuous lateral support of the compressio(t edge. - The allowable shear stress -(Fv) has not been increased due to the potential of splits, checks and shakes. See NOS for applicability of increase_ - Analysis assumes continuous member. Lap joints, splices and forger joints significantly reduce member performance and have not been considered ADDITIONAL NOTES: - IMPORTANT! Tho analysis presented is output from software developedby sJoist= spoctic-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 accordancelet r1891NBS - -niethadologg soiely Prompted -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 lumber-materials.- Allowable Stress-Oesign methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATORJNFORMATION: SHOWCASE CUSTOM HOMES • NOFFKE t1lMSERINC CIO JERRY MATHUSEK RUSS HINTZE 20 ROLLING GREEN CIRCLE 1601 - BOWEN STREET , RUSS HINTZE O$tIKOSH, WfSCONStN- 54994= (92%235408a (920) 235306.4- Copynpr,i 40 2000 by Trus Jost, A Wt:yerha' ;u. r BusirK;sb. ti- Beam°' h; a (rabe't VU 6f Tut a JOIST. - • MAR -19 -2001 MON 10:51 AM NOFFKE LUMBER FAX N0, 9202353061 P, 12 _/`f'� i Repo4 to • Supp f �M � T! -1388w v5.45 Se Nal Numb, 4r. 7000011752 2 Pcs,of-1.75! L9.57. -9 :.Microltame LVL. flE0MU$A 1111 10125/00 2.41,45PM P48,11 oil - - M•(n9ar Inlorm.rtinn: 1U0tt't'I?R SEAM IN DAS4 ON Lf.FT SIDE . r ,orator lnfo.mat9eh ('rm� i nim) jmat[ woretii WIRER INC , II( 6KTk tU';1'U 10.tMCS IW C H1NT2E c/O JEW( t ATMUSEK 1601' H INT 4 SFREF,t ', RU dS41i7d - ;!p HtIT.LING GHEF:N GtiCLE OSHKOSH, WIOCONS1N 54701 79 235 -3090 1nT31 :. $7 4 061::. • r 8,' -- 1.25" ' 107:1.2S". B -' 1.25 6034 6034 ?333 Max. V•xt -ltal Rrac.flun 2,3'641(1151 .lb) 1430 4660 4660 1930 1.50(01) 4 =.06401). 4- .09(W),.. 1..50.(W). x<,yuited 00,a191 f.rnr7).h(in1 47 94 32 31 37 • Flour loading on •+11 m.4uher: Ll)F - 1..00 SI,enrlltl 2053 -1079 2666 -2566 3079 - 2 2159 5345 5445 7199 Mon*nlont -bl 3321 -4159. 1010 -41 :9 132 Lvo (ttolt. . 0.061 0.007' 0.861: Tor01. 0i1(S LS vu D�D (l n1 0.060 0.009 0.080 - i Floor Altl'ERMATF. .:',pm in,tdln7 on Odd $ Nomtorm, LAP - 1.00 ilta0dIl6) 2247 -2804 621 -621 2004 - 22472:.53 Noaellon11151 2353 3509 3505 tMimt)gt(t t -1b) 3901 - 25'4 -1325 -2382 • 390 • 0.086 -0.053 0.096 to' .: Ik •fl•Ijn) .)1 D:'t[: Pr 0.106 -0.011 0.106 70' Flom: ALTI:FNATE• :..p.an laa.rding on r-vvn 6 nrimbrr5, 1.0c - 1.00 Shtrnr7 11)) • 302 -939 2560 -2566 939 -302 328 6 .IQtionilL) 329 350.1 3401.. 249 -230? 2616 -4502 299' Livo 1 D061.110 n D6 -0.027 0.060 -0.027 • To71 e t:l. t i- 0.0.19 0.062.. -0.015 Total Floor ADJACENT npan 4u4d1ny over support r 2, I.t0 - 1.00 Snrdr (lh) 178.0. -.3144 2890 -2242 875 -381 . i) nl 1 f o &''-: 2093 603 3116' Itaa {rt((7 -61 ) 3120 -4404 1911 -2057 439 L v rtC f1.1I 0.034 -0.019 '1'u(..wi n ft r't D 0.07? -... 0.03F: • -0 .• 0 .. J Floor ADJA<'VNT '=p•.n tn.VJit0 0vec. 9uppnrt 9 3. Li)V - 1.00 SrWJe(1b) 367 07`1- = 1t4 7. - 204060393144 -1200. S3` 0,eari,lran(1)11 302 3116 Momvnttlt -11,) 439 -2051 1911 -4604 3120 - 1.1v<+ 0r:t1.(in1 - 0:018 0.23.4 0.033 0.099 0.036 0 . Total l>•,C1. Nn) , Ihapt to %.0. (d)F - 0.90 497 -145 621 -62= 'r4§ -4-g7 ACaril� 1 522 ).166 1366 522 M,,,E r1 ) c r -3 I -7) 10) 00 -1006. 232.. -1006. 005 _• . . mm�c rnpyrlaht 0 :000 by Trvn JOi:(t.. A Wcyer6a6161ior Du2in6.19. M•rtmltnno-i /r .r registered trail. -mart 02 'Cron .tnirrt- 't'J -Ptn'" n.nd T.( -n -ail'• .717) 013Or7 VC Trv.. Jolct.