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HomeMy WebLinkAboutFax (header & beam calcs) - 02/10/2000 FEB -10 -2000 THU 02 :43 PM NOFFKE LUMBER FAX NO, 9202353061 P. 01 � N OFFKE LUMBER FAA. 6,ii N ira FAX 920-235-3061 1525 BOWEN ST. - OSHKOSH - PHONE 920 -235 -3080 / TO : _______/vi,,,,,,,--__.,", N ______________ ,-„,,,,, ,„--, ,..._. c k „:„:, ii.:____,.„,....„..._,, __,Z_Z__-7--E-7.:-:7'‘..__________________________ NUMBER OF PAGES INCLUUIN(;'MIS COVER SIICET : __Z . -- MESSAGE :1C_f?`= l? --LLIl - . ` 7 7 /3 --da ___e ( - 4 - ___2.- till ti / _tom __&!..- __- • �- --- _ _� ^ --- frN RECEIVED :L•IVF.0 PLEASE QUOTE URGEN T F TEASE REPLY CALL Wli FEB -10 -2000 THU 02:43 PM NOFFKE LUMBER FAX NO. 9202353061 P. 02 4 fi ?gar tm, HEADER FOR WINDOW IN FORMAL DINING ROOM Ti- Br.;uo*» 4.42 renal Number_ 00040179 3 Pcs of 1.5" x 9.25" 1.7E SOLID SAWN DOUGLAS FIR #1 bEAMUSA 1111 10/26r519 11:57 AM Paul 1 el 1 Build Colic' 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Root Slope: 0 11 ,°— (27 All dimensions are horizontal. Product Diagram Is Conceptual. LOADS: Analysis for 1 leader Member Supporting SNOW Application. Tributary Load Width: 19' Loads(psf): 30 Live at 115% duration, 17 Dead SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTFI LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 5.5" Left Face 2280 / 1332 / 3612 Blocking 2 2x6 Stud Wall 5.50" 5.5" Right Face 2280 / 1332 / 3612 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3311 2502 3032 Passed(83 %) Lt. end Span 1 under Snow Roof loading Momenl(ft -1b) 6069 6069 7780 Passed(78 %) MID Span 1 under Snow Roof loading Live Ocfl.(in) 0 074 0.244 Passed(U999 +) MID Span 1 under Snow Roof loading Total Defl(in) 0.116 0.367 Passed(L /756) MID Span 1 under Snow Roof loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: L/360, TL:L /240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 10' 5" 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. Soo NDS for applicability of increase. - Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMdian(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not boon reviewed by a TJM 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 Online Help, Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn (umber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: 3080 MOCKING BIRD NOFFKE LUMBER INC DRAMATIC DESIGN RUSS HINTZE C/O 811. RODGERS 1601 BOWEN STREET OSHKOSH, WI. OSHKOSH, WISCONSIN 54901 (020) 235 -3080 (920) 2353061 CopyUpht ftr 1499 by'r Joist MacMillan, a limited parincruhip, Bgi;:c Idaho. USA TJ.Ilumo•° i s . ) rrapemark or rrus Jas.t MacMillan. FEB -10 -2000 THU 02:44 PM NOFFKE LUMBER FAX NO, 9202353061 P, 03 Supplemental Report for TJI?aam v54'2 Serii,1Nurnher, 3 Pcs of 1.5" x 9.25" 1.7E SOLID SAWN DOUGLAS FIR #1 BEAMUSn 1111 1Ol?G199 11.57:31 AM rena 1 011 Mcml: 1 nform,' da: )IVnnr•.R CON WTNINJW IN row' DINING ROOM 1 Iolunu,uLlrtnt opev3Ker Inlormatlon: 30 MoC:W1N1: NII.D NoVFKT1 LUMBER INC 06AMAT11) (rf^IGN RUGS HINTZr. C/O Alt NOU1:1.1;:; 1601 13 WL:N STfVF7 0010(0).H, WI. 00(I)0$H, WISCONSIN 54901 (920) 235 (9201 2353011 - ' - 7'- 1.00 max. V.'r t IC'a1 lt'.wr lon 1b3 .,.l (lb) 3612 1612 Live(11 2280 2280 r,,t)uir Ouarinn 1, <a4r0(1n) 1.89(W) 1.89(W) Max. Ut,Uro, Lcnpth(in) 125 $n,, Ruat lomii ny on all ni IJar9, 13»' - 1,15 1)0_ar(Ib) 3311 -3311 N.•.ir'tlon(1111 1612 3612 Mnm(a (L1 -31') 6069 Llv" 0 „P1 . 111,1 0.074 'I33.,3 (7,11.(9,0 0.116 D,•30 laud, IMF 0, Shoo(0b) 1221 -1221 R.'act Lon (11+) 1132 1332 Mrmcnt (1L- ('1 2238 Copyrl M 1909 by '1'ruc+ Jnint M,iCMi1lln, .1 11mited p T3ncrnh1p, Un,i:.,, Idaho, USA. TJ-) in .1 trarL'mtrk 01 l'iu.7 Jn1:: MacMillan. FEB -10 -2000 THU 02:44 PM NOFFKE LUMBER FAX NO. 9202353061 P. 04 4 sA READER OVER DINEETE BY PATIO DOORS TJ• Nam , - v5.42 SJr,'lN1UDbcr 3 PCs of 1.75" x 9.5" 1.9E MicroIlame LVL OEAMUSA 1111 10/26r00 11 55 40 AM No: 1 ill 1 Outic Coo . 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 6/12 in -12' -6 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting SNOW Application Tributary Load Width: 19' Loads(psf): 30 Live at 115% duration, 17 Dead SUPPORTS: INPUT BEARING REACTIONS(Ibs ) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x0 Stud Wall 5.50" 5.5" Left Face 3420 / 2249 / 5669 Detail R1 SB Shear Blocking 2 2x6 Stud Wail 5.50" 5.5" Right Face 3420 / 2249 / 5669 Detail R1 S8 Shear Flocking - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s)' R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 5354 4488 10898 Passed(41 %) Lt. end Span 1 under Snow Roof loading Mornent(ft -lb) 15171 15171 20312 Passed(75 %) MID Span 1 under Snow Roof loading Livo Dcft.(in) 0 -319 0.567 Passed(L/426) MID Span 1 under Snow Roof loading Total Defl.(in) 0.529 0.756 Passed(L/257) 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" 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. ADDITIONAL. NOTES: - IMPORTANT! The analysis; presented is output from software developed by Trus Joist MacMiUan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM 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 TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. • THIS ANALYSIS FOR TRUS JOIST MacMll.LAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. - Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: 3080 MOCKING BIRD NOFFKE LUMBER INC DRAMATIC DESIGN RUSS HINTZE CIO BIL RODGERS 1601 BOWEN STREET OSHKOS) I, WI. OSHKOSt I, WISCONSIN 54901 (920) 235-3080 (920) 2353061 CopyriOM @t 1:11';0 by Tros Jc,. t MacMillan, a linlitvd p,+tlru;raup, Dvissi. Idaho, USA TJ•BcnmT" i;: ;i tt,Jee,.aik or Trus Joist MacMillan Mi,ru0,ulif r. a reos:tcred ti dumatk or Tru•. Jmst MacMillan FEB -10 -2000 THU 02 :44 PM NOFFKE LUMBER FAX NO, 9202353061 P. 05 C wisqmvivaioew. Supplemental Report for TJ -& :mn 3542 ScI.2iNu.naer:70004517W 3 Pcs of 1.75" x 9.5" 1.9E MicroNam® LVL fljAMU:;A 1111 1020/99 11 55 49 AM Pape 1 all In(U ion: W EAuFr OVCR 1 ?iNI; T1' 4Y PATIO U0x)k:; 1. 14.,)cct Ifiinrn' tun: i)p. Infnrm.'t lure JUIU0 )j(4.) (N, 0110) NOi )Hh: 11)MnrA INC DRAAfAT I I 1 1 r;W RO5 I I I N'1'4l. C/1;1 9)). ru+3.ti ° 16U1 Ht )W I'.N :3 TRC9.T COM 141- OR11IiuSll, Wywn,;IN 54901 (gin) 235 -3UBU (920) 2353001 ^ " Mns. Varl ie ,, ( Ruction T01.01(114 5669 5069 1,)V4110) 3420 3420 R!.r(uirrd Iic.rlhp LCngrh(in) 2.51(W) Mo.,. UoUra, d Lrng1.h1111) 17, 3.00 Fnnf 1n. On all In, pliers, 1DF - 1.15 S,..14 11):3) 5359 - 5314 r. .i,:tlun(thl 56 5669 Mun,.: t (Lt -Ih) 15171 Lrvc: (1,r1,11n) 0.319 TOM 0 0.0 u.52n D. 10:,rt, LUF ,• U.00 )I'n'(1).r) 2121 -2124 224 2247 Pj m.. 4C (11-11') 601`1 copyright 1,0 1907 Ly 'flu.? Jni;;k M.,r:Mi11:,l, a itmiten parincrAlp, DOis , Idaho, USA. Mle,cl1AmN ir; .1 r•Uintor :A tradomlik of 'Prue. Jui9C MacMillan. 9'.1- k0.u1,• is, :1 tr30nm lck ui Tiva JOIOL MacMillan. FEB -10 -2000 THU 02:44 PM NOFFKE LUMBER FAX NO, 9202353061 P. 06 C 7 4tfiairfiA MAIN BEAM IN BASEMENT TJ- nkrainT" v542 SenulAltu,uer 70EI040179 2 Pcs of 1.75" x 9.5" 1.9E Microllam® LVL REAMUSA 1111 1W2' /Pl.' 1 13 34 PM raw 1 of 2 niuld Code' 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension = 28' 1 • i__. 1. . — Y 1 �� I2f I ..._ 13 RE .... (4} r, 6 ' - - - - 7' 2.75"- 6 -- -7'. ,.. -- '. -- . , -- 6' 3.25 "-- ..... _b . 7 ' 6 "_ _A Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 1' Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1 00) 62.0 186 0 to 8' 6" Adds to FIRST FLOOR DECK LOAD Uniform(011) Floor(1.00) 600 180 8' 6" to 28' Adds to FIRST FLOOR DECK LOAD Urnfoim(pif) Ftoor(1.00) 620 186 0 to 8' 6" Adds to SECOND FLOOR DECK LOAD Uniform(pif) Floor(1.00) 600 180 8' 6" to 14' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 Column 3,50" 2,25" Left Face 4169 / 1146 / 5315 Detail A3 1.25" LSL Rim 2 Column 3.50" 5.336" Centered 10782 / 3226 / 14008 Detail B3 3 Column 3,50" 3.5" Centered 7211 / 1730 ! 8940 Detail B3 4 Column 3.50" 3.5" Centered 5588 / 1515 / 7103 Detail 83 5 Pocket, Conc. /Block 3.50" 2.25" Right Face 2225 / 638 / 2863 Detail A3 1.25" LSL Rim - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3, 83. - Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 7264 5696 6318 Pas:',ed(90 %) Rt. end Span 1 under Floor ADJACENT span loading Moment(ft-Ib) 9575 9575 11775 Passed(81 %) Rt. end Span 1 under Floor ADJACENT span toading Live Defl.(in) 0.128 0,235 Passed(L /661) MID Span 1 under Floor ALTERNATE span loading Total Dull, (in) 0.155 0.353 Passed(L /545) MID Span 1 under Floor ALTERNATE span loading - Deflection Criteria: STANDARD(LL; L /360, TLLI240). - 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 load conditions considered in this design include alternate and adjacent member skip loading. PROJECT INFORMATION OPERATOR INFORMATION: 2 STORY ON MOCKING BIRD NOFFKE LUMBER INC DRAMATIC DESIGN RUSS HINTZE C/O BIL RODGERS 1601 BOWEN STREET OSHKOSH, WI 54904 OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920) 2353061 Copyright p 19510 by Trus Arita M•1.:MIUan, a lirnih,d partnership, Soso, Idaho. USA. TJ -Pro "" and TJ- Beam "' are tradctmUKS Of Trus Joist MacMillan. MicropnmiO is a nuju';r t1 trademark 01 Trus Joist MacMillan FEB -10 -2000 THU 02:44 PM NOFFKE LUMBER FAX NO. 9202353061 P. 07 C 1w MAIN BEAM .{ IN BASEMENT . TJ.Bt t' v5 42 •`+�:e+ai (vumlu;r. 709046179 2 Pcs of 1.75" x 9.5t' 1 .9E Microllam0 LVL EtCAMUSA 1111 10x2719; 1,13 34 PM Pone 2 of 2 nubd Co+ii; 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM 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 TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. - Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: 2 STORY ON MOCKING BIRD NOFFKE LUMBER INC DRAMATIC DESIGN RUSS HINTZE C/O BIL RODGERS 1601 BOWEN STREET OSHKOSI4, WI 54904 OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920) 2353061 G.yty 1 )<JJ by Troll Joist MacMillan, a umdea partnershin. 0aee. Idaho. USA TJ Rio'" and TJ- B+;arn are traaemarkti of Trus Jol6t MacMillan. MicroRkxnr!) ( a regIstcrcd hddvinerk Of TfuS Jotct M,CMnlan. FEB -10 -2000 THU 02:95 PM NOFFKE LUMBER FAX NO, 9202353061 P. 08 C e p j _ .�� Supplemental Report for 1.1 Ileam 5 42 Seno1 N 000fir 700046179 2 PCs of 1.75" x 9.5 1.9E Microflam® LVL (3CAMUSA 1111 10/2//99 1:1314 PM Page i0)1 344:a11hr( lot ormat)on: MAIN L11'AM IN RA^I',Mi.N'( 1'roj'C'( tnfnnnlclan: Oprr,ILUC Infot 2 :77172 ON 78x;1(166 0117[) NOFFKE 1.UMLF.R 1NC =Mlle )1lS10N 9,17:12 111672@ 1.70 OIL d:''il:r'110 1601 RGWEN 5'1'17547( O IIi;i;l1, WI 74904 05116057, WIS 54901 (520) 235 - 4000 (9201 2153001 -47'- 0.75...' - 1 0 00,• ^ 6'- 3.26 „- ... 7 , 4.00 Mix. V,,,Ltcal K,.,ctton 'I'ol;,l (0A) 5315 14008 9940 7103 2663 11v1(1h) 1169 10707 7211 1558 2225 Kw L11 LR4u3111(in) 2.02(5) 5.34(4) 3.4)(5'') 2.71(5) 1.50151 Max. 011,',170 1.'nglh(1n( 31 32 37 32 32 17 32 11 10: 0" All McMbef :, LOG - 1.00 501144.(4,) 4590 - 7218 6512 -4724 2591 -2684 3641 -2728 1 intlh) 4074 13730 731 11325 2667 7 'n1.(1t -lb) 6319 -9251 3605 -3 702 - 4081 174U 0)vo 0 0.090 0.041 -0.009 0.061 T01,1 Oarl.(,nl 0.117 0.054 - 0.011 0.000 17'+o A1,TLI(NA7" :4, :16 11 :01n1 on odd 4 n mb0(9, LO)' - 1.00 Sh4 50)7 - +80 7005 -557 2412 - 2067 106(1 - 410 ErotT I Un (11.') 5315 0065 2969 372' 44.i M „mcnc(7) -121 7501 -615 -3825 -591 2465 -2402 41 l,(v fr.:IA. (1n) 0.128 - 0,055 0.042 -0.021 T)•t.11 11075.(111 1.(55 -0.04 2.010 -2.010 11101 AI.TG s8.,n 19,')Inq UM ,•v4•01 4 .-'6,'19. LU1' + 1.00 57,;4'(110 ,741 -2134 5957 -5294 746 .•4d" )445 -2122 RL,,'t l.9,Opl 700 0091 20 3' 2 M.m ('.- IN 525 -5760 5496 -3609 -2115 -2654 4406 L1v (3 1'1.7Ih) -0.043 0.093 -0.016 0.060 ToL.,I 1.:(1.11) -0,021' 0.105 -0.050 0.099 F1o':,( AOJAC1'.Nt( a7On 1o%1 ov' ?1 :airport 4 2, LUF - 1.00 411r.1»(10) 4553 -'1264 6744 -4492 560 -901 3484 - 2095 r•.r:,t1' " ,)71,) 4832 14008 5032 4185 29 Mom..•1,tlit -)l)) 6141 -95 4220 -2400 - 1408 -2931 4204 Livn 1),•P1.(Ln1 0.002 0.055 -0.030 0.0 Tul.,l 04f1.(in) 0.11) 0.067 - 0.040 0.095 1'1.21)' AIMACEN'l' :h:)■ 10,61 ng over :aq)pu(C 4 3, 551 -, 1.00 h,.,r.(1L) 710 -2067 5614 - 5022 3118 -1 921 -645 (77977,ltu,(101 716 7680 8940 287 588 Mum 642 -4 4745 - 56(7 934 - 1117 1@,5 I.ivi, L,'01.(i3) -0.036 0.074 -0.011 - 0.005 fo4e1 01(1.111) -0.011 0.006 -0.017 0.014 1lorir ADJACENT span lua,llnp 0v.'r ,:■'pp.,rt 4 4, LDP - 1.00 7,01,07(h) 5015 -6002 2196 -446 1920 -1155 1714 -2420 prsn:l 5111() 52 91 1976 2440 1 103 2561 Mum(, -710 9 515 -8.112 - 3439 - 370 1821 -4069 4162 ).iv: 7). 7. (in) 0.170 -0.05n 41.075 ,7.050 '7,11.51 0 711.(1') 0.151 -0.043 0.02I 0.067 0.'.1) 1aa<I, (6)1' 0.90 51,❑r Ot,) 1041 -1696 1510 -1112 617 -641 0 -604 4<,H0.1u0(1)71 11 1226 1100 (515 410 Mom;•n, 7(1 - 11.0 1405 - 21'74 046 - 1104 51 - 9177 007 047yl,'71',r m 4909 by T('.7 JoI MacM1111n, a 111107.0 parFnocF.hlp, Doloo, 35 USA. Mlcroli.04m l.a a ,« t(adrm.,rk 01 T(ur, Join(' Mac1111)9n. '0J r'ro'• and T.1- 11'11^ au! 71'. of Ttvn Joist M1cMi71.36. FEB -10 -2000 THU 02:45 PM NOFFKE LUMBER FAX NO, 9202353061 P, 09 C *4.9r/44°,60" FRONT BEAM UNDER FORMAL DINING ROOM TJ.- rh.,amTM 0. SerrutNumber 709046119 3 Pcs of 1.75" X 9.5" 1.9E Microllam® LVL 0EAMU ^n 1 111 102h90 12 `0,49 F'M P,On 1 of 1 Bulid Code 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED C l; 12.1 14' ..._ -6 Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 9' 6" Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 Pocket, Conc. /Block 3.50" 2.25" Left Face 2660/894 / 3554 Detail A3 1.25" LSL Rim 2 Pocket, Conc./Block 3,50" 2.25" Right Face 2660 / 894 / 3554 Detail A3 1.25" LSI. Rim - Scc TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3470 3004 9476 Passed(32 %) Lt. end Span 1 under Floor loading Moment(ft -Ib) 11655 11855 17662 Passed(67 %) MID Span 1 under Floor loading Live Defl.(in) 0.440 0.456 Passed(L1373) MID Span 1 under Floor loading Total Defl.(in) 0.588 0.683 Passed(L /279) MID Span 1 under Floor loading - Deflection Criteria STANDARD(LL: L/360, TLU240). - Bracinrj(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. ADDITIONAL NOTES: IMPORTAN fl The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. Tho specific: product application, input design Toads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product fisted above. - Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: 2 STORY ON MOCKING BIRD NOFFKE LUMBER INC DRAMATIC DESIGN RUSS HINTZE CIO BIL RODGERS 1601 BOWEN STREET OSHKOSH, WI 54904 OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920) 2353061 Copyright 8) 1999 by Trus Jost MacMillan. a lunited partnership. Buise. Idaho, USA TJ-frem and TJ- BWmT'" ere trademarks or "Rua JoIst MacMillan - Miciultaire[':la a regvster trademark of True Joist MacMillan FEB -10 -2000 THU 02:45 PM NOFFKE LUMBER FAX NO. 9202353061 P. 10 Supplemental Report for • TJ• .4 v5.p l� t19 3 Pcs of 1.75" x 9.5" 1.9E Mlicrollam® LVL C+EAMtL.A 1111 ino /i00 12 5(1:43 PM Pa(pl 10f 1 Mondxor info1'In..1.1on: PIlON't PRAM UN0ER roR AL DINING ROOM protect )t.foln,)) (m; Opnatnr Int0L(43tl nn: 2 STORY ON Ml)CNIN , PikO NOME LUMHPR INC DRAMA'T'IC DE51oN RUBS HTNTZE C/O 1111. RODGER; 1001 L STREET 0■0t✓,0^ft, WI 74109 n.•;NI4OLH, WE9t,:VNSIN 54301 (520) 235-3000 (920) 2153701 1 )._ 8.00" Max. Vgtl,ic..l Kept(i'n Total(16) 3754 3554 Llvo(1h) 2660 2000 Raquir'A P, ).,,rylf.(in( 1. 0(0 1.7015) M•. -�- Unbcarcd 1, , ,119 1 73( 1 10 12 2 Flour 10,01,0u 0n o11 In.•rnbaci, L1 (• - 1.00 011,,r111,1 0410 -3470 f0:wtin3(11.`1 355 3550 Kunn•0[ (It-11,) 11055 Llvn (7ut1 . (1n) 0.440 T01.31 lh.f1.(1r) 0 -588 0 (nod, L04' - 0.90 41u•a[ (U]} 8 -873 I;:. rt(ou(3))) 494 094 Mudn,nt(ft -Itil 2933 copyi:ight h7 I')n`I (tV TfV J01J[ M•.:Mi3),n1. a limuh111.31'tnBr7h.D, Du 192. IcLthu, 11.',4. Milrcll.m *■ {J A t.•ytc.[Cr @:1 rr.id•,,4ck n( 'I`': . Ju15[ M,1:Mi TJ - t•.u'^ and TJ-IlvanP tc3U._Marl:; of 7t.2 Joi >:) M..cM111an. FEB -10 -2000 THU 02:45 PM NOFFKE LUMBER FAX NO, 9202353061 P. 11 C osis41/4,41414•1 BEAM ACROSS FRONT OF GARAGE CARRYING ROOF LOAD TJ•i3eum` v5.42 Sew! Number. 709046179 4 Pcs of 1.75" x 18" 1.9E Microllam® LVL SEAMUSA 1111 10 .'t, /90 3 13 38 PM P,Kie 1 of 1 t Code- 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram Is conceptual. LOADS: Analysis for Beam Member Supporting FLOOR - RES. Application, Tributary Load Width. 2' Loads(pst): 40 Live at 100% duration, 12 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Snow(1.15) 263 149 0 to 9' Adds to ROOF LOAD FROM SMALL TRUSSES Uniform(plf) Snow(1.15) 525 298 9' to 17' 5,5" Adds to ROOF LOAD FROM LARGER TRUSSES Uniform(plf) Snow(1.15) 3485 1974 17' 5.5" to 17' 8.5" Adds to LOAD FROM GIRDER TRUSS SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 Stud Wall 3.50" 2.408" Left Face 4481 (S1.15) / 2682 ! 7164 Detail A3 1.25" LSL Rim 2 2x0 Skid Wall 5.50' 4.25" Right Face 4891 (S1.15) / 2918 ! 7805 Detail A3 1.25" LSL Rim - See TJM SPECIFIER'S ! BUILDER'S GUIDES for detail(s): A3. - Bearing length requirement exceeds input at support(s) 1. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 7762 7536 27531 Passed(27%) Rt. end Span 1 under Snow Roof loading Moment(ft-lb) 43509 43509 89132 Passed(49 %) MID Span 1 under Snow Roof loading Live Deft(in) 0.345 0.689 Passed(U719) MID Span 1 under Snow Roof loading Total Defl.(in) 0.550 1.033 Passed(LI451) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL: L1360, TL:Ll240). • 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. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values, The specific product application, input design Toads, and stated dimensions have been provided by tho software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS- - Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. - Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: 3000 MOCKING BIRD NOFFKE LUMBER INC DRAMATIC DESIGN RUSS HINTZE CIO BIL RODGERS 1601 BOWEN STREET OSHKOSH, WI. OSHKOSH, WISCONSIN 54901 (020) 235-3080 (920) 2353061 Copynot (0 1990 try Tru =. Joist M. a firma :0 partnership, Some, Idaho, USA. TJ- Prim anu TJ•Pcom'° are trademarks of Trus JUIRI MacMillan MierotlarTrkt( 6 a rouislercd h3,1pmark of Ton Jost Mu'Millaa FEB -10 -2000 THU 02:46 PM NOFFKE LUMBER FAX NO, 9202353061 P. 12 C *4J Supplemental Report for ,J. & v5.42 ;orini Nurnbl;r, ?o004f1?i 4 Pcs of 1.75" x 18" 1.9E Microllam® LVL BEAMIJSA 1111 10/2669 3 13.36 PM Poe 1 of 1 t4,.mh,e 2nron4atimus fiFAM At[I1+1 :;; tl01NT OF F[41:1u;E rAj4 YIN; RO(Jr• LC'AO pLOvci ir, t,'kI,..Lioi oprr'..tut it Ci0Jtinn: ?000 ll' ;K1M; 011411 Nl ?FFF h, LUMBER 1N:' 01UCLYrIr: t'1, 1614 1-0UPi3 IlINT1•F t' /4 in 1, fiMfai.7f1Fh 1601 B' WEN 1;CKFRI' [,1;;I .ir'11, WI. 0514KO K, W75CON81N 04901 (920) 235 - 3000 (92U) 22353061 2.0•- b.li i): M:,>:. V4ttlr01 nr,.ICCion Tot1t1(111) 1 104 7800 Live'(lo) )401(61.151 4041(;1.15) ltro:l I1rsriu,J L4411 2.41(W) 2 . 62 (W) M.r.t. l)nbri Loort.h(1)11 32 lirniw lino( 163 +Itng 1,n ■11 momiiCt;, LDF - 1.1.5 }:1 ■, (IN - W1:1 -1162 i', 4,.riot,(1b) 1)64 /000 Mo nt1it -11.,) 47504 hrvc Dpfl.(1.) 0.245 'rural Dvtl.) n) 0.550 hlnnr )OHdinq 011 all n,umoCC;, LTF - 1.00 Shoot 111,1 1414 -3 ?5 14r,,rt 1011(1))) )522 9771 Momrpl(t4 -114) 2047.5 1.tur. Dor1.11/) 51.055 mr 1 Ir 1 . (I 111 0.::60 • !Vail load, l - 0.a0 :.(1)01i1110 2640 - 2899 1<• „ctlon(ih) 2092 2910 Momrid tlt -201 16203 +.'u♦ 0 10 )y Trus .7ul,t M.1cM211011, i limited pi1.t1YEC7hir 20150, Id•lhu, Uf•A. Mictvliamm it .1 ife4.L :cod rr,W,n1ark of Tro3 Jnitt Maclii11nr 1 -rr'” alu.l T.1- Ev4n'" arc' Le, , of TeV./ Joist M•+e,Mil1,n. FEB -10 -2000 THU 02:46 PM NOFFKE LUMBER FAX NO. 9202353061 P. 13 O C#0007"fia9Mhy WINDOW HEADER IN FAMILY ROOM TJ ne3m" v542 frriatN„n,dtr 70004■179 3 Pcs of 1.75" x 11.875" 1.9E Microllam® LVL GEAMUSA titt 10/16/0 11 53 33 AM rage 1 or 1 Wild Colic 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPUCATION AND LOADS LISTED 11' —► Product Diagram Is Conceptual. LOADS: Analysis fur { leader Member Supporting FLOOR - RES. Application Tributary Load Width 10' Loads(psif 40 Live at 100% duration, 12 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 80 24 0 to 11' Adds to WALL LOAD Uni(orm(plf) Snow(1.15) 495 281 0 to 1' 6' Adds to UNIFORM ROOF LOAD Point(lbs.) Snow(1.15) 1600 800 1' 6" Adds to POINT LOAD FROM GIRDER TRUSS Uniforrn(plr) Snow(1.15) 390 221 1' 6" to 11' Adds to ROOF LOAD FROM CLIPPED TRUSSES SUPPORTS; INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 24 Stud Wall 5.50" 4.25" Left Face 6355 (S1.15) / 289819253 Detail A3 1.25" LSL Rini 2 2x6 Stud Wall 5.50" 4.25" Right Face 4973 (S1,15) / 219617169 Detail A3 1.25" LSL Rim - Scc TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 8780 7201 13622 Passed(53 %) Lt. end Span 1 under Snow Roof loading Monient(ft.lb) 18202 18202 30788 Passed(59 %) MID Span 1 under Snow Roof loading Live Defi.(in) 0.201 0.258 Passed(U618) MID Span 1 under Snow Roof loading Total Defl.(in) 0.290 0,517 Passed(L1428) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL: 0480, TL:U240). - t3racing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detaitod otherwise. Proper attachment and positioning of lateral bracing is required to achieve menlbr:r stability. ADDITIONAL NOTES: - IMPORTANT! The analysis pr esented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM 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 TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Codo UBC analyzing the TJM Residential product listed above. - Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: 3080 MOCKING BIRD NOFFKE LUMBER INC DRAMATIC DESIGN RUSS HINTZE CIO {3IL RODGERS 1601 BOWEN STREET OSHKOSH, WI. OSHKOSH, WISCONSIN 54901 (920) 235-3080 • (920) 2353061 Copyri0nt also.) Oy Trus Joist MecM a Genii' l pennership, Eloise. Idaho, USA. TJ- Pro e" and TJ- Beam "' are trademarks of Trus Joist MacMillan Micrullalnla Is a Icgt 4 ; rod uadrm tk or Trus Joist MJnMillan. FEB -10 -2000 THU 02:46 PM NOFFKE LUMBER FAX NO, 9202353061 P. 14 Supplemental Report for T3•vuam ZA2 5,6,88113%er70E)04(11ry 3 PCs of 1.75" x 11.875" 1.9E Microllam® LVL UL5AMU A 1111 1012(1100 11 53 - 33AM Page 1 of 1 K:mh:.n 11)0.) motion: WINDOW F0 IN iAM11,Y OOJM vrOcct rn(urnl.1irm: f)f,cracar 1nfr tiun: 1000 P.00KING RIRD NoHKF L.l1M0ER INC ORAMATTC: 1.1001C:N PUSS 111NTU C/O BIL koDGF.RS IGO1 00WEN :TftLC•f OSI1KO,11, WI. OSHKOSH, WTSCONSIN ]1901 (920) 235 -3080 (9201 2353061 - 10'- 4.00" t11x, V.:, liC.l Fr,,.l iuu Tot:nl11131 251 1169 LIve11111 O31V5(01.13) 43 R. „ pi i, •. �i 0.lritv7 L�uOUllin) 4.15)w) - 3.21 (w1 Max, 0013,.(,.d 1 001h(in) 32 now K..r 1naainq can ,1l Momh „ T.Ur - 1.15 S11r.,r(1U) 0 /00 - 052 (ienal inn (11.,) n/.51 710 Mnun t Itt-I1) 1tr.: 00(1.(1n) 0.201 T6(:1 o r 1.(in) 0.290 rirbt' ) , lin,) •:m :111 momb,L,, LDP - 1.00 nh,•.,r (111) 5231 - 0549 ruortillnOU) 5533 4036 Mn 11(fT 12000 Livu )'.,CI.Eln) 0.101 Tocal Et.•f1•ttnl 0.190 Dc, t (n:,.1, LDr - 0.90 .1 1t(10) 2751 - 206 Kr'3C1r r U,) 2(190 2196 Mr. (1nl(11-i1,1 5600 copyr11)11 n 1149 by 1•t. •..l.0 M14Mill.u 1 limited r.,. lnerJ111p, (1ni'r•, itl.,llo, U::A. )M1i vrnll ;u,.�tli t;i •.1 rrrl i5'.0 I "P 1t'4'Iol.Ar:0 Of '(to. .7o) MlCM111.1n. 1 P10 a' 7•.l- 0o.1o, : - •.! 1,3 of Tru.1 J01;1 M.1 +'Mi :n•