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38A-118 (5) WRIGHT BUILDERS, INC. 48 Bates Street NORTHAMPTON, MA 01060 DATE. JOB Z. Co> �i q 15 (413) 586-8287 ATTENTION FAX (413) 587-9276 TO nr - RE:� WE ARE SENDING YOU V/Attached El Under separate cover via the following items: * Shop drawings 11 Prints El Plans 0 Samples El Specifications I * Copy of letter 0 Change order V�Lkx+- <36nne COPIES DATE NO. DESCRIPTION 3 '5 L 3 2-c?d :0on!r Erros T55 51 7/cC 1st Poor �7xacu:__ 07, nd -9100V- OCA-*A At-kr, �c�Crd _7V'\j5_SC Aa}- Occm,, 2r")e( �kvj�r P,,c�,6 A-y--tc, �-A'nrIr—\ruSSt'�-, THESE ARE TRANSMITTED as checked below: Ll For approval E Approved as submitted El Resubmit -copies for approval Ll For your use Ll Approved as noted El Submit_.copies for distribution VAs requested Ll Returned for corrections 11 Return-corrected prints 0 For review and comment D El FORBIDS DUE El PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO.Rrr�,.I-- 1:144 SIGNED: If enclosures are not as n ted,kindly notify us at once. Job f- ------- - --__. Truss. -)Truss-Type .QtY I Ply ---]Wright Hill 11---n 31 Olv�it� (A�-3 J�C F1r�c,T 7r �s - 0805080) F01 FLOOR 3 1 Job Reference(optional) _ 9 j-Universal Forest P� 30 ucts,Belchertown,MA.01007 7.0s Jan 3 2008 MiTek Industnes,Inc. Wed Jul 02 1606:31 2008 Page 1 0-1-8 - r 1-11-8- _; 1-11--8 0-1'8 _ -_ 2 6 0_ _--i Shale-1:4L01, 1.5x3 I 1.5)3 II 1.5x3 1 1 5x16-= 3x8 FP=- 1.5x3 -= 3x8-_= 1.5x3 II 3x6= -:x8=_ 1.5x3 II 3x6=== 3x4 II 0 1 2 3 4T 5 - 6 7 8. ry 10 - -=11 L 12 C, r W3 if W9 - N6 WI-5 -W1 Wi8Q 21 20 19 18 17 16 156x10 3x8 FP Sx6 'i 14 13 6x8 6x$-= 3x8 FP== 6x101== 6x8 == 6x6- -= .I'. Ili 11-6-0 10--" __1_(-9-0_ _�2-3-R4 16-11-8 24-5-0 10-6-0 0-3-0 0-9-0 4-8-8 7-5-8 0-9-0 _ Plate Offsets(X,Y):19.0-3-0,Ed8e],[15 0-3 0,Edge[ [17:0-1-8,09al,[18.0-3-O,Edgej122 0-t_8,0 0 12j LOADING(psf) SPACING 2-0-0 r CSI DFL in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 I PlatesIncrease 1.00 TC 0.85 V rt(LL) -0.39 18-20 >502 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.66 V.-rt(TL) -0.72 18-20 >276 240 CLL WB 0.80 H rz(TL) 0.02 15 n/a n/a LCDL0.0 Rep Stress Inc/ NO Weight:121 Ib (Matrix)10.0 Code IBC2003lTPI2002 - RACING UMBER _ - - Y- - - OTCHORD Rigid ceiling direly applied or 6-0-0 oc bracing. TOP CHORD 4 X 2 SPF 2700E 22E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 210OF 1.8E 1 WEBS 4 X 2 SPF Stud i REACTIONS (Ib/size) 21=87910-5-8,13=212/Mechanical,15=1800/0-3-8 Max Uplift13=-72(LC 2) Max Grav21=889(LC 2),13=353(LC 3),15=1800(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3787/0,3A=-3787/0,4-5=-2999/0,5-6=-2999/0,6-7=-2999/0,7-8=0/2243,8-9=0/2243,9-10=-392/1001,10-11=-358/1002 BOT CHORD 20-21=0/2563,19-20=0/4025,18-19=0/4025,17-18=0/2999,16-17=-36!711,15-16=-36/7111,14-15=-1976/0,13-14=-444/689 WEBS 6-17=-561/0,9-15=-885/0,2-21=-2652/0,2-20=0/1285,4-20=-250/33,4-18=-1222/0,7-15=-294310,7-17=0/2501,11-13=-723/457, 11-14=-763/0,9-14=0/1597 i i NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 Ib uplift 4t joint 13- 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refs nced standard ANSI/TPI 1. ends or restrained b other means. 9 2x6 strop backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d na Is. Strongbacks to be attached to walls at their outerY 4)Recommend9 9 5)CAUTION,Do not erect truss backwards. LOAD CASE(S)Standard I I I II AlAS JOS H W. CHANDLER STRUCTURAL No.47462 q- O�FG/STE" FSS/OAL EAG 7/2/08 - 6F)i .. ... -.. - ')Tis true .brxe,.Jix�AN11/I1'i wil„v esavm.u.11e A.II tr.Wa�'.uiJ w„slxrvn miJ unxr� xmism4v.ahmrn n.sN"hs J.sen,slcvyl unu,uam,xx.xs.h.mmuW s4 si Job -- [Truss - -- -(Truss Type Qty Ply Wright Hill II I!0805080J F02 ---- FLOOR -- -- 10 1 _- 7 Job Reference�ptional)- -_ -3 - 1_ Forest ---, -wn, - -7 - - 030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 16:06:31 2008 Page 1 li Universal Forest Products,Belchertdwn,MA.Ot007 , 0-1-8 -1-6-0 2-3-0 0- 8 - 2-6-0 1-9-0 1-10-0 -'-0 �I tale-1:57.61 II 1 I 1.5x3 11 I 1.5x3 I 3x8 FP 1.5x3 11 I, i I 1.5x3 3x8 1.5x3 11 3x6 = 1.5x3 I 4x8 -3x8 FP 4x$ = 5x16 1.5x3 11 3x6- 3x4 1.5x3 I 3x8 1.5x3 a1 2 3 T1 4 51 6 7 8 9135 10 11 1 13 1415 6 17 W3 -i Wj2h MVI 1 T2 N9Z — IK26, 37 ?t` 34 ap i4 4. I 4l 3j 61- ��*� � 32 31 30 2� 28 27 26 25 � s�24 � 23 � 2 21 20 19 �18 �{ 6x8 - 6x10 -= 3x8 FP 5x§ 3x6 I'.. 3x8 FP- x10 -= 7x14 MT20H-- 3x� 3x6 1, 6x8-- 6x8 7x16--_ 3x8 FP-- 3x8 FP II ' ' 26-3-0 11160 106-0 1 Ok 0 f 16-11-8 24-9-0 2 -_ 34-0-0 O --- --- --J - - A- - - -- 10-6-0 0-3-0 0-9-0 4-8-8 7-9-8 0-9-0 0-9 0 0-9-0 I Plate Offsets(X,Y).[6:0-1-8,Edge],[9.0 3 0,Edge]112.0-1-8,Edge],[13.0 1-8,Eoe],L20.0-3-0 0 0-0j,[25 3-O Edge] [28 0-3-0,0-0 0],00-3-0,Edde] [33:0 1-80-0 121,134:0-1 8,0-0-12L r -- -- - r - - - _ - - _ 11 TCDL 10.0 Su res Increase 21 00 BC 0.98 Vort(TL) -0.76 29-31 >268 240 PLATES GRIP LOADING(pt) TCLL 40.0 Plates Increase 1.00 TC 0.95 V rt(LL -0.4229-31 >491 480 I MT20 197!144 MT20H 148/108 -- -- H�orz(TL) 0.04 18 n/a n/a BCLL 0.0 Rep Stress Inc/ NO (M 0.81 Weight:171 Ib BCDL 10.0 Code IBC2003/TP12002 (Matrix) - - LUMBERBRACING TOP CHORD 4 X 2 SPF 2700E 2.2E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 32=834/0-5-8,18=804/0-5-8,25=2397/0-3-8 Max Grav32=900(LC 2),18=864(LC 3),25=2397(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3857/0,3-4=-3857/0,4-5=-3181/131,5-6=-3181/131,6-7=-257/1545,7-8=-257/154$,8-9=-265/1550,9-35=0/3796,10-35=0/3796, 10-11=-2256/403,11-12=-2295/398,12-13=-3696/0,13-14=-3592/0,14-15=-3592/0,15-¶6=-3548/0 BOT CHORD 31-32=0/2598,30-31=0/4146,29-30=0/4146,28-29=-131/3181,27-28=-131/3181,26-27*-131/3181,25-26=-3127/0,24-25=-13751150, 23-24=-1375/150,22-23=0/3696,21-22=0/3696,20-21=0/3696,19-20=0/3696,18-19=0/434 WEBS 6-28=0/476,12-21=0/263,9-25=-1397/0,2-32=-2688/0,2-31=0!1323,431=-303/271,4-19=-1449/0,6-26=-340610,9-26=0/2354, 12-23=-1866/0,11-23=-267/1,10-23=0/2396,10-25=-3071/0,16-18=-2519/0,16-19=011 176,15-19=-314/0,13-19=-257/601 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S)Standard �P�cN M'9SSy 1 oy JOS H W. CHANDLER -4 STRUCTURAL No.47462 A�O�FG/STER�� SSS/OAL ENG 7/2/08 - -. -.- wwN.m,vNn„mW wkv xbnwu.nxN.Ihs J.ven,.hvud uan,.x xaua.b.nm._4 fes. , •• IL,x h latr...N�.r ANSNIIuwIJv,.wvv,n 'le sad t.Wa,u mJiwe� i I Job Truss - - I Truss Type - %Qty Ply Wright Hill II OUn universal Forest Products,Bel F03GR FLOOR 1 2_11 Job Reference(optional) -- - -- - _- L -- --- - - 1. - - chertown,MA.01007 1 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 16.06:32 2008 Page 1 0-1-8 - - _2-6r0_ Sca41e1:11.71 1.5x3-- 3x4-11 1 3x4 11 2 3 3x4-- 4 3x4 � I _ Ti 9 W2.. l W5 1 g ip 4 4 (31-1 1.5x3 I i 1.5x3 I I 10 7 11 6 12 5 3x6- 3x6 i I 2-10-8 -- - -- -- -- 7-3-0 - -- - -- 2-10-8 4-48 Plate Offsets(X,Y).12:0-1-S,EdgeL[3:0.1 8,Edgi e L LOADING(psf) SPACING 2-0.0 CSI D�FL in (loc) Well L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27Vert(LL) 0.08 5-6 >999 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.90 V�rtjl-) -0.11 5-6 >784 240 BCLL 0.0 Rep Stress Incr NO WB 0.33 Hprz(TL) 0-01 5 n/a n/a BCDL 10.0 Code IBC20031TP12002 I (Matrix) Weight:551b LBRACING UMBER TOP CHORD 4 X 2 SPF N0.2 TDP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 BIOT CHORD Rigid ceding directly applied or 10-0.0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 8=850/0-5-8,5=961/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2019/0 BOT CHORD 8-10=0/2019,7-10=0/2019,7-11=0/2019,6-11=0/2019,6-12=0/2019,5-12=0/2019 WEBS 3-5=-2124/0,2-8=-2115/0,2-7=0/458,3-6=0/491 NOTES 1)Trusses to be fastened together to act as a single unit. All loads to be distributed equally over the 2 plias. 2)Unbalanced floor live loads have been considered for this design. I 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refeonced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)32 Ib down at 2-0-0,and 326 Ib down at 40-0,and 326 Ib down at 6-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-20,1-4=-100 Concentrated Loads(lb) Vert:10=-326(8)11=-326(B)12=-326(B) °y 1 JOS H W. CHANDLER 1 STRUCTURAL Na 47462 Q' O�FG/STE" FSS/OAL 7ti�G //Z/08 lhv.wuuv rv'lkwrJ v.iM1SN1.1 wylvvrWmvvumld l'Ia..+iWlhWmi..nd,vv'.+Avwn wi uv,aW�„nls uvkx Whamv.oU.,LI'tusJveoo'b+svlvan w.unaaMuvn.wluW m � .• • •.. -� - - -- -- - - '1 Job !'Truss Truss Type !Qty- Ply i Wright Hill II 0805080J F04GR FLOOR 1 1 1. 2job Reference(ooptionall_ -_- -- -_ ---ts,- ---- - --- --- ----- 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 1606:32 2008 Pagel -Universal Forest Products,Belchertown,MA.01007 018 6-0 -8 2- i---1�2�- I S le=1:28.5 1.5x3 II 1.5x3 11 1..5x3 11 5x3 3x10 - 1.5x3 I 3 3x41- 5 6 41- 3x4- 3x8 FP- 3x10 1.5x3 1 2 TL 7 8- - T2 W5 � - _ _ - W3 - - �T - 417 ` - W8 W10-- W11 18 { J 15 1411 13 12 11 10J 3x6- 4x10 1.5X3 I! 3x12 MT18H FP-- 4x10- 3x6 1 1.5x3 1, II I 17-2-4 - B-0-0 Plate Offsets(X Y) [4:0-1 8,Edge],I5:0 1-8,Eddbe] sf) SPACING 2-0-0 LOADING(pCSI EFL in (loc) Well L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.92 ertLL 0.41 1415 >495 480 MT20 197/144 TCLL 10.0 Lumber Increase 1.00 BC 0.97 ert(TL) -0.64 14-15 >317 240 MT18H 197/144 WS 0.84 orz(TL) 0.07 10 n/a n/a LL 0.0 Re Stress Incr NO , BC P 1 BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight:126 lb 1 LUMBER - - $RACING TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 210OF 1.8E OOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 16=1514/0-3-8,10=1441/0-5-8 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-7289/0,3-4=-7289/0,4-5=-9027/0,5-6=-6733/0,6-7=-6733/0,7-8=-6733/0 - - - 7 12-13=0/9027 11-12=0/9027,10-11=0/384 ' BOT CHORD 15-16-0/4091,14-15-0/9027,13-14-0/902 - WEBS 8-10=-4066/0,2-16=-4304/0,8-11=0/3032,2-15=0/3380,3-15=-362/0,5-11=-2711/0,4-�5=-2126/0,4-14=0!764,5-13-0/444 NOTES 1)Trusses to be fastened together to act as a single unit. All loads to be distributed equally over the 2 plios. 2)Unbalanced floor live loads have been considered for this design. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and ref enced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d niols. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)930 Ib down at 7-10-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-16=-20,1-9=-100 Concentrated Loads(lb) Vert:14=-935(F) � `y90y JOS H W. CHANDLER - STRUCTURAL m No.47462 oPO�pFG/STEREO FSS/OAL ENG 7/2/08 lL,s wcvuw,�I.trualW..+AF.tiVII'I uuilnviwuuw+Js.I�xs rLWllx Waw.nJlsu A,arvn,vW aauaW.l xim,a u,hss Wh+w,>n.+.J.inu J.rnirbwilua�nvm,ur.+s alxN+.mJx ljv en "-` �v � •� � � - i Job _. ___-- ------ Truss Truss Type.-- QtyI Ply 1 Wright Hill-il 0805080J GE01 GABLE Job Ren 320 8 Mire y_ -. -- - --- 7.030 s Jan 3 2008 MITek Industries,Inc. Wed Jul 02 16:06:33 2008 Pagel y Universal Forest Products,Belchertown,MP,.01007 0-1I 8 0-1,-8 Scale=1:39.7� 3x8 FP- 01 P- 17 19 20 21 o 3. --.4 5. -._-6. 7] -7.� _..8.. -_.._9. -__10- 511--- 12 13 14 _ 15 16 ,�] 3 S`4 S 5 S 6 SI�'7 S8 S, 0 $ , 3 S4 S5 S186 �S .I 2 441 SIY! SF2 S 1 S 2- S - - S 3x4 -= 3x8 FP--_- '.. 3x8 FP 3x6 - 1-0 0 2-8-0 4-0-0_ + 5-4-0. 1 6-8-0 8-0-0_I 94-0 10-8-0-+ 1z 0-0_ _1�3-4-0__ 148-0_ 16-0_0 17-4-0 18-8-0 I 20-0-0-1-21-4-0 22-8-0 I_--2--40-o-�r8 - i - - 1 - - 1-40 1-4-0 1-40 1-4-0 1-4-0 1-4-0 1-4-0 14-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-4-8 LOADING(psf) SPACING 1-4-0 CSI 6EFL in (loc) I/defl Ud PLATES GRIP I TCLL 40.0 Plates Increase 1.00 TC 0.06 \�ert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.02 \(ert(TL) n/a - n/a 999 Rep BCLL 0.0 Re Stress Incr NO WB 0.02 ljorz(TL) 0.00 22 n/a n/a BCDL 10.0 Code IBC20031TPI2002 (Matrix) Weight:741b LUMBER - $RACING TOP CHORD 4 X 2 SPF No.2 OP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 $OT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud OTHERS 4 X 2 SPF Stud REACTIONS All bearings 2448. (lb)- Max Grav All reactions 250 lb or less at joint(s)42,22,41,40,39,38,37,36,35,33,32, 1,30,29,28,27,26,25,23 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement i.e.diagonal w0b). 4)Gable studs spaced at 1-40 oc. 5)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and ref4renced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nods. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard � 90 I y JOS H W. CHANDLER STRUCTURAL rn No.47462 Q- �O FG/STEREO\�Q� SSS/OAL ENG 7/2/08 lT,x wu,, -._ - I'Wlr Aill.WavvnJ,w,h.nnuxl ua,.rildx:mau,k�..h xvJ.i'h,rJvenul:e+.il w.n uu x.,re.h.v+n-.uJ,aP,rm f�'L` f .. • •.. -.. • .. a.tr ilW i.v AN11/fl1 wJnl .......... i _ Job Truss I Truss Type City Ply Wright Hill 11 ---- 1 08050801 GE02 GABLE - ! 1Job Reference joptlonal) Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 16:06:33 2008 Page 1.1 011-8 Oct-8 Scale=1:14.71 1.5x3 1.5x3 I1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 1!, 3x4 II 1 3x4 11 2 3 4 5 6 7 8 1.5x3- _ TS f _. � I 7 1 1 17o $T� T} T3 T� 4 BL L2 3x4- 1.5x3 11 1.5x3 1: 1.5x3 11 1.5x3 I 1.5x3 11 1.50 11 3x4 1-4-0 2-8-0 4-0-0 - -4-0 6-8-0 8-0-0 - 8-.11-8 - LOADING(ps�f) 1-4-0- SP 1�-0 1-4-0_ _ �-4-0 _- 1-4-0 1-4-0 _ 0-11-8 ACING 2-0-0 CSI l EFL in floc) I/defl - L/d - I PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 ert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.02 �(ert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.04 rt'WL) 000 9 n/a n/a (Matrix) Weight:28 Ib BCDL 10.0 Code IBC2003lfP12002 ! -- -i -- - _- LUMBER $RACING TOP CHORD 4 X 2 SPF No.2 JOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 �OT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud OTHERS 4 X 2 SPF Stud REACTIONS All bearings 8-11-8. (lb)- Max Grav All reactions 250 lb or less at joint(s)16,9,15,14,13,12,11,10 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal wep). 3)Gable studs spaced at 1-4-0 oc. 4)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and reenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d Is. Strongbacks to be attached to walls at their outer ends or restrained by other means. I LOAD CASE(S)Standard ! Oy JOS HW CHANDLER -a STRUCTURAL N o.47462 Q- opp�FG /STEREO FSS/OAL�aG 7/2/08 lh,ai�ss,.L.lebr-a �xANSI/II'IweLiv,w w a.l9see.J,d1 M.u„4 vw'sl,vwn ..,u,.l d,uw sw4v Whu �w.J.lh•J.x,w,.bcu�wxn nu uax..,h�wn.enJ,.ip en 19C • .• • •.. -.. - - --- - - -- - --- y .- --- --- -- I Job Truss Truss Type Qty PI Wright Hill II OGABLE Uni ersal Forest Products,Belch rt007 own,MA.01 7.030 s Jan 3 008opMiTek Industries,Inc. Wed Jul 02 16.06:33 2008 Page 1 0 8 0-,18 Scale=1:55.8'I 3x8 FP 3x8 FP=- 13 oT1 -- - - - --- - - 16 Si l S'�2.._ 41H-- 11 _S12 14 S't1Z S 6 17 -18 192 $--g22 23 24..._25.26 S 7q28 9 60 I 58 57 56 55 54 53 52 51 50 49 48 47 46 45 4b 43 42 41 40 39 38 37 36 35 34 33 32 31 30 3x4 3x8 FP-- 3x8 FP-_- 3x4-- 340-0 1-4-0 1-4-0 1-4-0 1-4011-4-0 11-4-0 1-4-0 1-0-4-0 1-4-0 14-04-0 1-4-0 11--0 1x3-0{ 1-4-0 14-0 1-4-0 14-0 t 1-4-0 1-4-0f 1-40 11-4-0 1-4-0 14-0 1-4-00-8-0 Plate Offsets(x,Y):[1:Edge 0 0-12],[59:0-1-8,0-0-121,160:0-1-8,0-0-121 LOADING(psf) I SPACING 14-0 CSI EFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 ert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 30 We n/a BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight:1021b LUMBER RACING TOP CHORD 4 X 2 SPF No.2 OP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 OT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud OTHERS 4 X 2 SPF Stud REACTIONS All bearings 340.0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)58,30,57,56,55,54,53,52,51,50,49,4�,46,45,44,43,42,41,40,39, 38,36,35,34,33,32,31 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ! NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal we�). 4)Gable studs spaced at 1-4-0 oc. I 5)This truss is designed in accordance with the 2003 Intemational Building Code section 2306.1 and refefenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 140-0 oc and fastened to each truss with 3-16d n+. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard I i N 4% JOS H W. CHANDLER STRUCTURAL No.47462 Q- qPO�FGISTER�� FSS/OAL O 7/2/08 m.,i,�,� e.,:d,u. nwsmuw.n. ,�,,...�r.,:.,n,nn,.,�.o�uo.m„�,.w un�.ad,.w„mw�.m.. ,a.i.,d,y�„ns.a•�.,.ad„a�,.n,.,..w, � .. . ... ... • - - --_.. - -_-. --__ -_ Qty Ply 7Wnght Hill Job - .. ---'Truss TTrussType L +, 33 _.- 31) 0jari\{r 1 1 JobbR ILO, O tonar 0804254) �N F01 GR FLOOR - 7.030s Jan 2008 MITek Industries,Inc. d Jul 02 15:58:23 2008 Page 1 1 Universal Forest Pr9ducts,Belchertown,MA 010073x4 1 3x4 2 3x6 0-8-02-6-0_ I Scale 1.&91 T1 r i Wa W6 W5 11 W2 i R dd �J - — B, - -- --- 4 5 - -- - - 3-8-0 —- -- 3x6 - 1 3x6 3-8-01 d_9e,01-8j Plate Offsets(X,Y).[1:E -- LOADING(psf) SPACING 2-00 CSI r Di in (loc) I/deft L/d PLATES GRIP I TCLL 40.0 Plateslncrease 1.00 TC 0.91 Vel(LL) 0.00 5 — 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.37 Verf(TL) -0.07 4-5 >614 240 BCLL 0.0 Rep Stress Incr NO WB 0.25 Hor�e(TL) 0.00 4 Na n!a Weight:16 lb II BCDL 10.0 Code IBC2003/TPI2002 (Matrix) B 1 CING a lied or 3-8 0 oc udins, except end verticals. TO CHORD Structural wood sheathing directly pp P - _ LUMBER TOP CHORD 4 X 2 SPF 210OF 1.8E BOT CHORD 4 X 2 SPF No.2 BO CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 5=597/0-3-0,4=635/Mechanical i I FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-377/0 BOT CHORD 4-5=0/665 j WEBS 2-4=-702/0,2-5=-970/0 i NOTES 1. 1)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refereipced standard ANSUfPI 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails to back face of top chord. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Use Simpson Strong-Tie THA422(6-1 Odxi 1!2 Girder,6-16d Truss)or equivalent at 2-10-8 from the left nd to connect W ss(es)F03(1 ply 4 X 2 SPF) 4)Fill all nail holes where hanger is in contact with lumber. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)411 I6 down at 0-10-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:4-5=20,1-3=-100 Concentrated Loads(Ib) Vert:2=-411(6)6=-411(8) } j. oy 1 JOS HW. CHANDLER --I STRUCTURAL ' ._._._... o No.47462 �� i ._... %Q FS0 STE SAL. 7/2/08 _-_- _.-. — sAillh�l eucu Jlva�,mm vnJ..nuJd.wuw4•,.nLxws nusJ.iT,sJs,en ulcvil ua•u•m„a.xa aM1.wn.mJ is Wei (rA` ! .. • •�. I�s uw ,h I.trual J .11/111 w•Inv,wu n„vla.1'h i - -_.f R __-YP 1P1 - n Job Refe'rence�opbon�---.. Job Truss Truss Type Qty y 9 htHll 11 0804254) j F02GFLOOR L - fiver ---- 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 15.58.24 2008 Pagel Universal Forest Products,Belchertown,MA.01007 2-6-0 P � Scale=1:27.1 j 3x4 I 3 x8 1.5x3 I I 3x4=- 1.5x3 I I 3x8 FP 3x6-- 1.5x3 I! 3x4 I I 5x6 I I 8 9 10 81 r 1 d 17j 16 18 15! 14 13 12 11 3x6 -'- 3x10== 1.5$3 11 8x6=_- 3x8 FP 4x12== I 8-0-0 1 8-12 - -- _ - - -- -164-4 - — B-0-0 8-4-4 0-4-8 Plate Offsets(X, Y):) [ dge,,0-1-8]14:0-1 B,Edgej S,E j10 0 2 15,Edgg[14;0 1 dge] DING(psf) SPACING 2-0-0 CSI DEL in (loc) Vdefl Ud PLATES GRIP LOA LOA 40.0, Plates Increase 1.00 TC 0.67 Ve LL) -0.30 15-16 >656 480 MT20 197/144 TCLTCDL 10.0 Lumber Increase 1.00 BC 0.94 Ve (TL) -0.50 15-16 >387 240 BCLL 0.0 Rep Stress Incr NO WB 0.86 Ho (TL) 0.00 10 n/a n/a BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight:125 lb LUMBER TBO CING TOP CHORD 4 X 2 SPF No.2 TO CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 2100F 1.8E BO CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud i REACTIONS (Ib/size) 17=1314/0-3-8,10=1245/0-4-0 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ` TOP CHORD 2-3=-6095/0,3-4=-6095/0,4-5=-7063/0,5-6=-7063/0,6-7=-7063/0,7-8=-3296/0,8-9=-3296+0,9-10=-3301/0 BOT CHORD 16-17=0/3498,16-18=0(7063,15-18=0!7063,14-15=0/7063,13-14=0/5511,12-73=0/5511 WEBS 10-12=013458,2-17=-3687/0,2-16=0/2745,7-12=-2341/0,3-16=332/0,7-14=0/1867,4-16i--1287/0,4-15=0/581,5-14=-453/0 NOTES 1)Trusses to be fastened together to act as a single unit. All loads to be distributed equally over the 2 plies. 2)Unbalanced floor live loads have been considered for this design. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refere ced standard AN51/fPl 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)611 I�down at 7-3-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(piq Vert:11-17=-20,1-10=-100 Concentrated Loads(lb) Vert:18=-611(8) oy JOS H W. CHANDLER -4 STRUCTURAL co No.47462 opO,FG/STER`�� CA 7/2/08 EAG 7/2/08 -. -.- -... la1�31al hW aw wW iw.J„wn enJ..+auJw...naw4a.&.,w,u uJ.l'h,yJ ven' mm vm„ir J,awn.mJ,s lu mj IYZ f �. � •.. w • - , i [Job-- -- 'Truss Truss Type Qty :Ply Wright Hill II 10804254) F03FLOOR_-. _. - ...-- --_- _.-. _._-- ---..- ----_.. -__ -_.- 1 _Job,Reference(optional)._. 1 1 Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 200x3 MiTek Industries,Inc. Wert Jul 82 15.58.24 200 page 1 0-4-8 2-r0 2-0-0 1-6-0 1-11-8 Scale=1:42.31 - --- -- 3>d4 I 3x4 T7x12M1114x4 1.5x3 1 3x6 1.5x3 1! 4x61 1- 1.5x3 11 .4x10- 3x8 FP-7 4x6 1.5x3 I 3x6 ' 1 24 1I2 3 4 6 --_7 8 9--1p'/ 11 1}.2 S� -. 13 14 q T9; Wf r W4 W5 - I W7 `r,W� i�� =W12 YW1$ 1N16_ W16 YV19 9,y�41 "� 131 d 23 22 21 26 19 1. 18 11 16 15 1 5x16 4x8- 1.5'x3 I'1 4x6-- 3x8 FP-= 4x92-: 3x10:-- 3x6-- 1 i 1 119- 0 a_4 8 _10-3-0 11-�-1- _ 16 5-8 1&7-0 25-6-8 - —5 - -. _ — 04-8 9-10-8 0-9-00-9-0 48-8 0-1-8 8 11 8 Plate_Offsets1X,Y_)'I1:0-2-OEdgel,I6_0-1 8,Edge],I19 0 1-8,Edge1 LOADING(psf) SPACING 2-0-0 CSI DELin (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.92 Vert LL) -0.3420-21 >583 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert TL) 0.57 20-21 >347 240 M1118 141/138 1 BCLL 0.0 Rep Stress Incr NO WB 0.89 Ho (TL) -0.03 15 n/a n/a g - BCDL 10.0 Code IBC2003/TPI2002 I (Matrix) Wei ht:1001b LUMBER BPJ CING TOP CHORD 4 X 2 SPF 210OF 1.8E TO CHORD Structural wood sheathing directly applied or 6-0 0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 270OF 2.2E BO CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 17=1884/0-3-8,1=845/0-4-0,15=313/Mechanical Max Upliftl5=-20(LC 2) Max Gravl7=1884(LC 1),1=862(LC 2),15=435(LC 3) FORCES (lb)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-24=-2343/0,2-24=-2340/0,2-3=-2339/0,3-4=-2381/0,4-5=3679/0,5-0=-3679/0,6-7=-2576/0,7-8=-2576/0,8-9=0/2301,9-10=0/2301, 10-11=0/2265,11-12=-834/657,12-13=-834/657 BOT CHORD 21-22=0/3403,20-21=0/2576,19-20=0/2576,18-19=-149/712,17-18=-149/712,16-17=-152 /0,15-16=-248/857 WEBS 6-20=-337/0,7-19=-533/0,10-17=-288/0,1-22=0/2436,3-22=-252/0,4-22=-1074/0,4-21=0/292,5-21=-375/0,6-21=0/1365, 8-17=-2912/0,8-19=0/2097,13-15=-903/261,13-16=-433/0,12-16=-251/0,11-16=0/1457,11-17=-1192/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 Ib uplift at int 15. 4)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails.i Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S)Standard JOS H W. CHANDLER STRUCTURAL N o.47462 ' Q- oPOFQFG/STER�� FSS/OAL 7/2/00 "I h,s lrur..s gym.ak,-.1 u 4J1/Illwil„v rwuuuuuna.Il.n Aellkws.uend,sw shown vml uxuu�a.m,awkss whuw,r s�aen is il xi umm„uua Ji,mm.md is lu m; w• • sw w ♦ - =Job - - (Truss l Truss Type - Qty Pty Wright Hill 11 0804254J i F03A FLOOR 1 1 l ,Job Reference(optional) Universal Forest Products,Betchertown,MA.01007 - 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 15:58:25 2008 Page 1 04-8 2-6-0 2-0-0 1-6-0 1-11-81 1-4-8 f-----_ --_---_, F-__ -. I -....- F------ F -.._ Scale=1:42.&I T7x12 MII16-- 3x4 I 4x4 11 1.5x3 I 3x6== 1.5x3 11 4x6 = 1.5x3 11 4x10`--- 3x8 FP= 4x8 1.5x3 11 3x6-_ 3x4 I 1 24 2 3 4 ._.- 6 7 8 9 10 11 12 13 14 11 I3 C� TI4 h JF -1 I l I w4 �` 131{ # W7 - W10-- 1 I �v�6 23 22 21 20 19 18 17 16 15 5x16-- 4x8 =- 1.5x3 i! 4x6=_- 3x8 FP-- 4x12 - 3x10 3x6=- 11-9-0 a4 _ 10-3-0 -- - -- 11-0-9- -- 1&5-8__ - o_ - - 25-10-0-- -I 0-4-8 9-10-8 0-9-00-9-0 4-8-8 0-1-8 9-3-0 Plate Offsets(X,Y) [1:0-2-0,Edge1,16:0-1-8,Edge]119 0 1-8,Edgel_ - LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.93 Veit(LL) -0.3420-21 >582 480 MT20 197!144 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Ve (TL) -0.5720-21 >346 240 M1118 141/138 BCLL 0.0 Rep Stress Incr NO WB 0.89 Ho (TL) -0.03 15 n/a n/a BCDL 10.0 Code IBC2003ITP12002 1 (Matrix) Weight:101 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 210OF 1.8E TC P CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD 4 X 2 SPF 2700E 22E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 17=1897/0-3-8,1=845/0-4-0,15=336/0-3-8 Max Upliftl5=-8(LC 2) Max Gravl7=1897(LC 1),1=862(LC 2),15=453(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-24=-2344/0,2-24=-2342/0,2-3=-234010,34=-2382/0,4-5=-3683/0,5-6=3683/0,6-7=-2579/0,7-8=-2579/0,8-9=012312,9-10=0/2312, 10-11=0/2276,11-12=943!580,12-13=-943/580 BOT CHORD 21-22=0/3405,20-21=0/2579,19-20=0/2579,18-19=172!119,17-18=172!719,16-17-14 0l0,15-16=-209/912 WEBS 6-20=-337/0,7-19=-535/0,10-17=-295/0,1-22=012437,3-22=252/0,4-22=-1075/0,4-21=C/293,5-21=-376/0,6-21=0/1369, 8-17=-291210,8-19=0/2098,13-15=-962/220,13-16=-392/33,12-16=-252/0,11-16=0/1393,11-17=-1374/0 I NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 Ib uplift at joint 15. 4)This truss is designed in accordance with the 2003 Internabonal Building Code section 2306.1 and referehced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nail!. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S)Standard N �Pv �SSyp y JOS HW. CHANDLER -4 STRUCTURAL No.47462 w Q- oPO�FC/S FSs/oat 7/2/08 1G,,r�a su.:el„,a rJ..+ANSI/II'I wnin,.wu cow n.l'le.s AWI4a.,.,..mJ,nnJu+wr enJ rico dumew4ti,aC.rw,.r. J.f`.uJ.ven,:4sviluo,m nuv,ua .il,uwn.exl,ul.r u,: •T^ �' � •� � � Job Truss TTruss Type Qty ply TWright Hill 11 G804254J �1F04 FLOOR 10 1 Job Reference(optional) Universal Forest Products,Belchertown,MA.01007 - 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 15:58:25 2008 Page 1 0-4-8 2-6 O- i 2 0-0 1 6 0 1 1-10-0 1 -2+4-0- ��-6 0 i-1-7-0 0 48 Scale=1:56.71 - II FP1' i T7x12 M1118'- 1.5x3 I 1.5x3 3x8 1.5x3 11 T7x12 M1118-- 4x4 I i 3x6- 1.5x3 ii 4x6- 3x8-- 3x8 FP- 5x16--: 1.5x3 I i 3x8- 1.5x3 I I 3x4- 3x4- 3x4 11 1 735 2 3 4 55 Q 7l 8 9 10 11 12 13 14 15 I16 17 18 146 ' �{7 TfLy T W4 B1 = 7f W12 '{FJ`{f'I6 W18 =- �N22a - f� $SG io10 34 33 32 31 3029 28 27 26 25 241 23 22 21 20 5x16-- 4x10= i5,3 1 3x8 FP-: 4x12--- 40 11 4x12 3x10-- 1.50 I 11.5x3 I':I 5x16 1.5x3 I 3x10 MT26H FP t1-9-0 28-3-8 01 -8 10-3-0 1-0-P r- 16-4-0 16T -8 - ----26-9-8 --- - 7 6 +--- 32-7-8 3�9-0 0-48 9-10-8 0-9-0 4-7-0 0-1-8 10-4-0 0-9-0 4-40 0-4-8 0-9-0 0-9-0 Plate Offsets(X,Y):[1:0-2-0 Edge] O-.0-1-8,Edgej-F 0 1-8,Edge] [15:0 1 8 Edgel,j16.0 1-8,Edgej LOADING(psf) SPACING 2-0-0 CSI DE(=L in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.94 Verk(LL) -0.34 31-32 >585 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 1.00 Vert(TL) -0.56 31-32 >354 240 MT20 148/108 BCL) 0.0 Rep Stress Incr NO WB 0.98 Hoo(TL) 0.03 1 n/a n/a M1118 141/138 BCD) 10.0 Code IBC2003/TPI2002 (Matrix) Weight:1331b - - --- - -- LUMBER BRACING TOP CHORD 4 X 2 SPF 270OF 2.2E TOp CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 4 X 2 SPF 210OF 1.8E B CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 27=2390/0-4-0,1=775/0-3-8,19=781/0-4-0 Max Grav27=2390(LC 1),1=855(LC 2),19=836(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-35=-2326/0,2-35=-2323/0,2-3=-2322/0,3-4=-2365/0,45=-3634/0,5-6=3634/0,6-7=-25pl/520,7-8=0/1858,8-9=0/1858, 9-10=0/1856,10-11=-38/1166,11-12=-67/1162,12-13=-3274/0,13-14=-3274/0,14-15=-32 T4/0,15-16=-3189/0,16-17=-2185/0, 17-18=-2144/0,18-36=2145/0,19-36=2148/0 11 BOT CHORD 32-33=0/3354,31-32=-520/2501,30-31=-520/2501,29-30=520/2501,28-29=-520/2501,24-28=-3778/0,26-27=3674/0,25-26=-313/2046, 2425=0/3189,23-24=0/3189,22-23=0/3189,21-22=0/3189 WEBS 6-31=-349/0,7-30=0/391,10-27=-2310/0,1-33=0/2418,333=-264/0,4-33=-1039/61,4-324-170/296,5-32=-428/0,6-32=0/1671, 7-28=-3131/0,10-28=0/2492,15-25=-6671103,1325-323/0,12-25=0/1455,12-26=-2270/,11-26=-265/0,10-26=0/2998,19-21=0/2240, 17-21=-265172,16-21=-1099/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refere�Ged standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 316d nails) Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S)Standard JOS H W. CHANDLER i STRUCTURAL -q No.47462 Q. /S I- /0 T E/OAL EAG 7/2/08 I ih,.,w.ss„ ..-.h,al,tlnr 451/111 w.l,iv eiuuu vu,na.l'Ie��al h,a.w..n,l lwx.itnwn uW un„iiln vN.wl,.uuhow,r J.' .d,ven„bixJ umm ouu,uu,.J,uwv.ud,s luv: i.:� Y .. • •.. w • - Job - - .Truss Truss Type 'Qty Ply Wright Hill II I 0804254J F05 FLOOR 1 1 Job Reference(opbona� Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MITek Industries,Inc. Wed Jul 02 15:58:26 2008 Page 1 0-4-8 1-9-0 _ 1-6-0 1-7-0 2-6-0 0-4-8 II Scale 1:13.5 1.5x3 ',I 3x4 I'. 5x6 - 1 1 5x6 3 2 ',I 3.5x1 4 3x4 __ 5 6 7 ------ --------- — 1 f fr T ll T � _ Wi- 1 6 T- J 3x8=- 12 11 I', 10 9 8 3x6=- 1.5x3 0-4-8 I 2-3-0 - t 3 0.0 + 3-9-0 + 8 1-0 - -f-8-5 8 1 - - - -- ---- - - -- - - -- -- 0-4-8 1-10-8 0-9-0 0-9-0 4-4-0 0-4-8 Plate Offsets(X Y) [1:0.0-4,Edgej_14.0.1-8,Edge]f7:0-2-15 Edge]111 0 1 8 Edges I LOADING(psf) SPACING 2-0.0 CSI DFL in (loc) Udefl Ud PLATES GRIP I TCLL 40.0 Plates Increase 1.00 TC 0.60 Vrt(LL) 0.15 12 >610 480 MT20 197/144 TC 10.0 Lumber Increase 1.00 BC 0.72 V rt(TL) -0.35 8 >263 240 BCLL 0.0 Rep Stress Incr NO WB 0.54 HDrz(TL) -0.01 7 n/a n/a BCDL 10.0 Code IBC2003/TP12002 (Matrix) Weight 321b LUMBER - -- RACING TOP CHORD 4 X 2 SPF No.2 T P CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 4 X 2 SPF No.2 I T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 1=462/0-4-0,7=462/0-4-0 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-872/0,2-3=871/0,3-4=-871/0,4-5=-1034/0,5-6=-1034/0,6-7=-1038/0 BOT CHORD 10-11=0/871,9-10=0/871 WEBS 3-11=-275/0,1-11=0/954,7-9=0/1085,5-9=-276/0,4-9=-59/254 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSIlrPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. j LOAD CASE(S)Standard f �Py(N Mqs� I °-s JOS H W. CHANDLER 1 STRUCTURAL ti No.47462 Q- �O�FG/STER�� CAL 7/2/08 ANG 7/2/08 -ITisbuur„�h: ,niN..ANbI/ll•I wW„v,wu ,nen.1'L�rhllhWv�.mJtw .enJ.�uaJe,ew uuhss uhrsw. - .,,s Jaieu ebeailbw,numuvrs eh�wn.uxl.n (!T 1 .. ♦ s.. � s i Job --_-- -----_--- `Truss - 1Truss Type ---- - - -1 Qty III Ply ',Job Hill II -- - 0804254) __�ertown,MA.01007 FLOOR 12 7 I,Job Refer—Jopbonall) -- Universal Forest Products,Bel - 030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 15:58:26 2008 Page 1 0-4-8 $ 1-9-0 1_&O 0-11-8 -F- - 2-6-0 --, Hca - --------- _.. -__ - S le=1:25.31 1 T7x12 MII16= 3x61 I 3x6 1, 6x6 -- 3x6 I' 6x6 3x6 11 T7x12 M1118 1 15 W1 2 3 5 4 _ 5 - - �6 Ci -: - o 14 13' 12 11 10 9 _ 4x8 --j 4x4 3x8-- 5x16 i P-4-8 _ 2-3-0 3-0-0 3-9-0 i - - - -- - 15-1-0 -- -- - - - 15-5-$ 1 Plate Offsets(X ) ( g Y 1:0-2 0,Ed e,[3 0-3 0,0-0-0 [12:0_1-8 Edgel Ll 0-1 8,Edge] LOADING(psf) t 11-4-0 o- -- - -— - 0-4-8 ,I ] ]SPACING 2-0-0 � CSI � EFL in (loc) Udefl L/d PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.91 et(LL) -0.33 11-12 >555 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 1 BC 084 ert(TL) 0.5911-12 >315 240 MI118 141/138 BCLL 0.0Rep Stress Incr NO WB 0.71 orz(TL) -0.04 8 n/a n/a BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight:75 lb - LUMBER gSRACING TOP CHORD 4 X 2 SPF 210OF 1.8E OP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 4 X 2 SPF 210OF 1.8E OT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 1=920/0-4-0,8=920/0-4-0 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-2624/0,2-15=-2624/0,2-3=-2624/0,3-4=-2624/0,4-5=-4480/0,5-6=-4480/0,6-7=-2818/0,7-16=-2766/0,8-16=-2766/0 BOT CHORD 12-13=0/2624,11-12=0/3837,10-11=0/4029 i WEBS 2-13=-843/0,3-12=0/823,1-13=0/2799,8-10=0/2879,7-10=-333/0,6-10=1265/0,6-11=0/474,4-11=0/715,4-12=-1546/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and ref enced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d na Is. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S)Standard Oy JOS H W. CHANDLER i STRUCTURAL N No.47462 Q- O STER�� FS3/OAL ENG 7/2/08 iTsw KIelx,vel.Jr AYJI/Iilwehive wuu na.Ile a J,nl lx.wew-nJ vmsl,xr.uJ unlrJ w.,n w iss.ahrxvvnu J.f sJ.se Iu...J uan ouu,u.rs aM1uw.uW rlu�m sem- • �• • •�'• -� • - 4 L- Type - - Job 51 Truss._.. _- -Truss Type _._- Qty Pty. . ( 1'1,� t� Gic'+h r �� Roo} 0710290J �,.,t T01 COMMON 8 1 Y � I - b i v< - - - -- - -- - - Job Reference�optlona�---- Universal Forest Products,Belchertown,MA.01007 - 7.030 s Jan 3 2008 MiTek Industries,Inc. Tue Jul 08 1426:13 2008 Page 1 -11-0-p 6-8-13 14-0-0 21-3-3 1-0-0 5-8-13 7-3-3 7-3-3 5-8-13 1-0-0 5x8� Scale=1:76.0 5 10.00 12 T 3 5x8 i 5x8 O Ci 4 4 6 N 3 1 W 7 1 2 84 19 8x12= 3x6 3x6/i 8x12= SII 3x6 12 11 10 � 3x6 3x4= 3�6= 3x4= -1-0-P 9-8-0 18-4-0! 27-0-0 28-0-I 1-0-0 8-8-0 8-8-0! 8-8-0 1-0-0 - _ - - --- 1 - - Plate Offsets(X,Y).[2-.0-0-1,0-5-7],[4.0-4-0,0-3-01,(5:0-5 0,0-2-41 j6 0-4-0,0 3-0],[88.__0-0 1,0 5-7] LOADING(psf) - TCLL 38.5 SPACING 2-0-0 CSI DFL m (loc) I/deft L/d PLATES GRIP (Ground Snow=5 8.5 Plates Increase 1.15 TC 0.80 Vgrt(LL) 0.08 10 12 >999 240 MT20 197/144 Lumber Increase 1.15 BC 0.63 VOrt(TL) -0.24 10-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.06 8 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2003/TPI2002 (Matrix) "d(LL) 0.0410-12 >999 360 Weight.136 Ib --- - --- - -- -- - -- __ _- - --- I -- - --- - LUMBER BRACING TOP CHORD 2 X 4 SPF 210OF 1.8E TOP CHORD Sheathed or 4-0-12 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOi CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.2'Except` W1 2 X 4 SPF Stud,W4 2 X 4 SPF Stud SLIDER Left 2 X 8 SYP DSS 3-10-7,Right 2 X 8 SYP DSS 3-10-7 REACTIONS (Ib/size) 2=1610/0-5-8,8=1610/0-5-8 Max Horz2=-353(LC 6) Max Uplift2=-169(LC 8),8=-169(LC 9) Max Grav2=1773(LC 2),8=1773(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2001/460,3-4=-1591/488,4-5=-1655/598,5-6=-1655/598,6-7=-1589/488,7-8=-1999/40 BOT CHORD 2-12=-223/1343,11-12=-581896,10-11=-58/896,8-10=-208/1343 WEBS 4-12=-652/349,5-12=-232/783,5-10=-232/783,6-10=-652/349 NOTES 1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf;BCDL=5.Opsf;Category II;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow),Category Il;Exp C;Partially p.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 38.51psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 169 It,uplift at oint 2 and 169 Ib uplift at joint 8- 7)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referen(*d standard ANSI/TPI 1. 8)SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS I'I LOAD CASE(S)Standard �I PCH OF hWS JO M. CIVIL No.43029 _. GS E R FSS/OAL ENG -- --A This"ss is to he fahricaud per ANSIfTPI qualityrequvemmts.FMates:hall he<><sire and type shtnvn and caused at joints mless otherwise nam;This design is Rased upm parameters shown,and is fa an _ individual building auapment to b,installed and loaded vertically.Applicability of design w maers and pro r ina atim of comommt is respmsiblity of building designer.C'ertificatim is valid mlv whm - ._. .. I ---- -- _i _. _I _--- --- _.__.... ------- ---.. •---_ -- IPI Job - 1Truss Truss Type y Y 0710290J T01A �COMMON 7 17 Job Reference(optionaP__ Universal Forest Products,Belchertown,MA.01007 .030 s Jan 3 2008 MiTek Industries,-Inc.Tue Jul 08 14.26:13 2008 Page 1 1 0- _ 6-8-13 14-0-0 1 21-3-3 27-0-0 1-0-0 5-8-13 7-3-3 7-3-3 5-8-13 5x8 T Scale=1:76.01 5 10.00 12 T 3 5x8 X, 5x8 O Ci 4 6 3 1 W 7 8 �12 8x12= 3x6\\ 11 '.10 9 3x6/i 8x12 3x6\\ 3x4= 3'6= 3x6= 3x6 1-0-P 9-8-0 18-4-0 27-0-0 1-0-0 6-6-0 8-8-0; 8-8-0 Plate ( ,�5( Tae o s 7j,(a:o a o,0-3 oj,L:aS o,o z�1,�s:o 4 0 0 3 0�le_o at o s7� _ sets TCLLG(psf) SPACING 2-a0 CSI DOFL in (loc) Udefl Ud PLATES GRIP (Ground Snow 55.0) Plates Increase 1.15 TC 0.97 jHrz(TL) rt(LL) -0.08 9-11 >999 240 MT20 197/144 Lumber Increase 1.15 BC 0.63 rt(TL) -0.24 9-11 >999 180 BCDL 10 0 Rep Stress Incr YES WB 0.64 0.06 8 n/a n1a BCDL 10 0 Code IBC2003/TP12002 (Matrix) nd(LL) 0.04 9-11 >999 360 Weight:135 lb - - - - - ---- - - - --- - - --- --- - - LUMBER B =ING TOP CHORD 2 X 4 SPF 2100E 1.8E`Except' TOP CHORD Sheathed or 1-7-8 oc purlins. T3 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. !, BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.2`Except* Wt 2 X 4 SPF Stud,W4 2 X 4 SPF Stud SLIDER Left 2 X 8 SYP DSS 3-10-7,Right 2 X 8 SYP DSS 3-10-7 REACTIONS (Ib/size) 2=1612/0-5-8,8=1519/Mechanical Max Horz2=355(LC 7) Max Uplift2=-169(LC 8),8=-126(LC 9) Max Grav2=1773(LC 2),8=1646(LC 3) 1 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. L TOP CHORD 2-3=-2002/462,3-4=-1592/490,4-5=-1657/600,5-6=-1665/603,6-7=-1598/492,7-8=-2007/4p3 BOT CHORD 2-11=-226/1344,10-11=-59/897,9-10=59/897.8-9=-221/1355 1 WEBS 4-11=-657/349,5-11=-232/787,5-9=-238/792,6-9=-662/355 NOTES 1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf;BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS(I w-rise)and C-C Exterior(2)zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and f roes,and for MWFRS for reactions specified. 2)TCLL ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category 11;Exp C;Partially qxp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 38.51 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads; 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 126 Ib uplift at�oint 8. 8)One H4 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jtO 2. j 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referen standard ANSI/TPI 1. 10)SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE T USS LOAD CASE(S)Standard �P�(N OF A% JO M. ' -a �I CIVIL No.43029 TO�FG/STEREO �SS/OAL EAG ! 71tis W ss is to be fabricated per ANSI/CE'I quality requirements.Plates:hall he td vze and type.shown and caitered at joints mless athefwise noted'{This design is based upon parameters.shoum,and is far an � ' individual buildme cixnwnmt to be installed and limded venicafly.Applicability of desien parameters and pra inmrptxaom of component is resli n"bility of building designer.Cerurication is valid only when Job -------.-.'Truss ----_- Truss Type 11 Qty Ply 0710290J T01GE GABLE 2 I 1 _ �L �_ Job Reference o tional ----- - ----_- -.-- -- ----.. _-------- --t--- - - _ _.-__ ---- ------- -- ---- - Universal Forest Products,Belchertown,MA.01007 -- 7.030 s Jan 3 2008 MiTek Industries,Inc. Tue Jul 08 14:26:14 2008 Page 1 1 14-0-0 27-0-0 _- 1-0-0 13-0-0 13-0-0 1-0- 4x4�1 Scale=1:75.81 10 ! 10.00 F12 9 11 8 T 3 12 3x6/i 3x6 76 13 8CP 5 7 14 5 4 8 15 4 3 IX S19 16 S 0 3 1 S 1 17 10 R9 1 1 2 8 10x12= 31 30 29 28 27 26 (?5 24 23 22 21 20 10x12 3x4\\ 36= 3x4 27-0-0� 28.0 0 11-0-0 26-0-01 1-0-0 Plate offsets(X Yy. 12:0-0-0,0-7-7],[18:0-0-0,0-7-7] - - - r - - -_ LOA SPACI T_CLL G(psf) PatebeNlncrease 21015 BCI 0.13 DFL in (Ioc) Udefl L/d PLATES GRIP TCLL 38.5 rt(LL) -0.01 19 n/r 180 MT20 197/144 Lum (Ground Snow=55.0) ease 1 jrt(TL) -0.00 19 n/r 80 TCDL 10.0 Rep Stress Incr NO WB 0.24 H rz(TL) 0.01 18 n/a n/a 1 BCLL 0.0 Code IBC2003/TPI2002 I (Matrix) 1 Weight:163 lb BCDL 10.0 i LUMBER BCING TOP CHORD 2 X 4 SPF No.2 TO CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BO CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF Stud`Except' WE S 1 Row at midpt 10-26,9-27,8-28,11-24,12-23 ST6 2 X 4 SPF No.2,ST5 2 X 4 SPF No.2,ST4 2 X 4 SPF No.2,ST7 2 X 4 SPF No.2 ST8 2 X 4 SPF No.2 SLIDER Left 2 X 6 SPF No.2 2-0-13,Right 2 X 6 SPF No.2 2-0-13 REACTIONS All bearings 26-0-0. (lb)- Max Horz2=-353(LC 6) Max Uplift All uplift 100 lb or less atjoint(s)27,28,29,30,24,23,22,21,18 except 2=-146(1_�6),31=-183(LC 8),20=-172(LC L 9) Max Grav All reactions 250 Ib or less at joint(s)except 2=404(LC 2),26=275(LC 9),27=317(LC 2),28=312(LC 2),29=317(LC 2), 30=278(LC 2),31=416(LC 2),24=317(LC 3),23=312(LC 3),22=317(LC 3),21=278((C 3)',20=416(LC 3),18=404(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-338/210,3-4=-327/220,8-9=-160/307,9-10=-163/387,10-11=-163/387,11-12=-160/30 WEBS 10-26=-379/0,9-27=-276/104,8-28=-273/157,7-29=-274/145,5-30=-251/118,4-31=-342/23.11-24=-276/104,12-23=273/157, 13-22=-274/145,15-21=-251/118,16-20=-342/237 NOTES 1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf;BCDL=5.Opsf;Category ll;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category ll;Exp C;Partially qxp.;Ct=1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 38.51 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads; 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 2-0-0 oc. 10)One H4 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)2,27,28,29,30,31,24,23,22,21,20,and 18. 11)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S)Standard -0 OF S£9 JO 10 M. CIVIL No.43029 Q. G/STER�O,�4� `9S/OAL 5- This wss is to he fabricated per ANSI/TPI quality reyuirementc.Plates=hall he of-t,and type sh,—and cauered at joints unless otherwise narq.This design is Rased upon parametus shown,and is for an _ individual buildine corn rut to be inmalled and loaded vertically.Amlicahility of desien parameters and proper.,tt .atiw pf nnnpment is r sibility of huildine desiener.Ceruficaum is valid mlv when _ - - - - -- Job.. -. . Truss _. ... -. Truss Type_..... _ -------- --+ Qty Ply 0710290J 0710290) -- T02 COMMON 2 1 Job Reference optional) Universal Forest Products,Belchertown,MA.01007 - - 7.030 s Jan 3 2008 MiTek Industries,Inc. Tue Jul 08 14.26:15 2008 Page 1 1-1-0-0 1-10-15 6-6-0 11-1-1 r 13-0-0�14 0-� 1-0-0 1-10-15 4-7-1 4-7-1 1-10-15 1-0-0 4x6 Scale=1:42.61 5 10.00 12 2x4 2x4 4 6 7 3 W1 W3 89 1 2 _ --- 14 5x6 Xi 4x10 I I 10 4x10 11 3x8 5x6 Q 6-6-0 13-0-0 6-6-0 6-6 0 Plate Offsets(X,Y) 12:0 7-7,Edge],]8:0-7-7,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.61 V♦rt(LL) -0.02 2-10 >999 240 MT20 197/144 (Ground Snow=55.0) 1.15 BC 0.30 V♦?rt(TL) -0.06 2-10 >999 180 TCDL 10.0 Lumber tress Hor BCDL_ 10 0- - Rep IBC2 lucre YES L__ WB 0.16 --- Win(ILL 0.01 8 Na - 60 - - - --- -- BCLL 0.0 Code IBC2003lTPI2002 (Matrix) Wind(ILL) 0.01 10 >999 360 Weight:671b G _ LUMBERING TOP CHORD 2 X 4 SPF No.2 TO CHORD Sheathed or 5-0-6 oc purlins. BOT CHORD 2 X 4 SPF No.2 BO CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud SLIDER Left 2 X 8 SYP DSS 1-10-3,Right 2 X 8 SYP DSS 1-10-3 REACTIONS (Ib/size) 2=858/0-5-8,8=858/0-5-8 Max Horz 2=-1 86(LC 6) Max Uplift2=-108(LC 8),8=-108(LC 9) Max Grav2=963(LC 2),8=963(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-985/263,3-4=-870/274,4-5=-711/231,5-6=-711/231,6-7=-870/274,7-8=-966/263 BOT CHORD 2-10=-153/631,8-10=-106/631 WEBS 4-10=-284/167,5-10=-68/290,6-10=-284/167 NOTES 1)Wind:ASCE 7-02;1OOmph;h=24ft;TCDL=5.Opsf;BCDL=5.Opsf;Category II;Exp C;enclosed;MWFRS( w-rise)and C-C Exterior(2)zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specifie 2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow),Pf=38.5 psf(flat roof snow);Category Il;Exp C;Partially xp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 38.$psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift a�jt(s)2 and 8. 7)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard �'CN OF Mqs JO M. CIVIL No.43029 p. Q- ?O�FG/STERES\�4� FSS/OAL ENG This truss is to be falmuted per ANSI/TPI quality requirements.Rates:hall be cd tine and type:Mown and centered at jams unless udrerwise naep.This devgn is based upn parameters shcnvn.and is to an _ individual Iwldine comommt to be aualled and lmde4 venically.Applicability of desien parameters and orooer inL r adm of cmno mt is r4sa mNtity of buildine desima.Certification is valid only when Job _-_.-,Truss 'Truss Type -Qty 'Ply 0710290J T02GE GABLE 1 1 Job_Reference Lophonal) tUniversal Forest Products,Belchertown,MA.01007 -- - 7.030 s Jan 3 2008 MiTek Industries,Inc. Tue Jul 0814:26:15 2008 Page 1 1 0 0 6-6-0 13-0-0 ----0-0 1-0-0 6-6-0 6-6-0 1-0-0 4x4� Scale=1:42.61 6 10.00 12 5 7 T 4 8 T T 9 3 T I T 10 2 I1 1 3x8 II 16 15 14 13 12 3x8 II 44 ij 4x4 13-0-0i 13-0-01 Plate Offsets(X,Y).12:0-5-1 1,0 0-7],[10.0-5-1 11 0.0 7] _ LOADING(p - TCLL 38.5 SPACING 2-0-0 CSI DOFL in (loc) Udefl Ud PLATES GRIP (Ground Snow=55.0) Plates Increase 1.15 TC 0.23 VOrt(LL) -0.01 11 n/r 180 MT20 197/144 TCDL 100) Lumber Increase 1.15 BC 0.07 V4rt(TL) -0-01 11 n/r 80 TCLL 0.0 Rep Stress Incr NO WB 0.13 Hprz(TL) 0.00 10 n/a n/a TCDL 10.0 Code IBC2003/TP12002 (Matrix) 1 Weight:66 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOO CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BO#CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SPF Stud SLIDER Left 2 X 6 SPF No.2 1-9-12,Right 2 X 6 SPF No.2 1-9-12 REACTIONS All bearings 13-0-0. (lb)- Max Horc2=-186(LC 6) Max Uplift All uplift 100 lb or less at joint(s)2,10,15,13 except 16=-129(LC 8),12=-123(LC 9) Max Grav All reactions 250 Ib or less at joint(s)14 except 2=388(LC 2),10=388(LC 3),15=31 (LC 2),16=341(LC 2),13=312(LC 3), 12=341(LC 3) j I FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 5-15=-277/125,4-16=-285/194,7-13=-277/125,8-12=285/194 NOTES 1)Wind:ASCE 7-02;1OOmph;h=24ft;TCDL=5.Opsf;BCDL=5.Opsf;Category ll;Exp C,enclosed;MWFRS(I w-rise)and C-C Exterior(2)zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified,` 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the faco),see MiTek"Standard Gable End Detail" 3)TCLL ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially xp.;Ct=1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 38.�psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads; 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 2-0-0 oc 10)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift�t jt(s)2,10,15,16,13,and 12. 11)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSIIrPI 1. LOAD CASE(S)Standard (H OF Mg3`E9 JO M. CIVIL { No.43029 �O�FG/S TER�� FSS/OAL EAG This wss is to he fabricated per ANSLIM quality requirements.Plates shall be of size and type shown and centered at joints mless otherwise noted.This design is based upm parameters shown,and is fu individual buildwe wmommt to be inaailcd and loaded vertically.Awlical i,tv of desien parameters and cooper inconxratim of compmmt is reux.sibihty of huildme desiencr.Ceraricatim is valid mlv whm - .e Job ------- _ _'Truss----. .Truss Type- --_- Qty Ply - - 0710290J T02GR I COMMON - P _ --- --- 3 Job Reference o clonal -- -Forest Products,-Belchertown,MA.01 007 - - --_. --- Universal 7.030 s Jan 3 2008 MiTek Industries,Inc. Tue Jul 08 14:26:16 2008 Page 1 IT 6-6-0 9-7-4 13-0-0 3-4-12 3-1-4 4x6 II 3-1-4 3-412 Scale=1:431 4 10.00 12 2x4 2x4 3 W 5 2 1 6 7 1 � IQ 602 II 9 10 11 8 12 13 14 4x4�z 10x12 6x12 II 4x4 O 6-6-0 13-0-0 6-6-0 6-6-0 Plate Offsets(x,Y)-11.0-4-12,0-2-21,[7:0-6-11,0-2-21 _ - - T-- LOADING(psf) SPACING 2-0-0 CSI DCFL in (loc) I/defl L/d PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.46 V4rt(LL) -0.07 7-8 >999 240 MT20 197/144 (Ground Snow=55.0) Lumber Increase 1.15 BC 0.52 VOrt(TL) -0.12 7-8 >999 180 TCDL 10.0Rep Stress Incr YES WB 0.85 H rz(TL) 0.01 7 n/a n/a BBCLL 0.0 CDL 10.0 Code IBC2003/TPI2002 (Matrix) "nd(LL) 0.03 7-8 >999 360 Weight:223 Ib - _ -1-- _ -. ; -- —- -- J_ _ -- - --- - ---- - - LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOFF,CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD 2 X 6 SYP 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud SLIDER Left 2 X 6 SPF No.2 2-2-14,Right 2 X 6 SPF No.2 2-2-14 REACTIONS (Ib/size) 1=5215/0-5-8,7=6060/0-5-8 Max Horz 1=184(LC 6) Max Upliftl=-435(LC 7),7=-505(LC 8) Max Grav 1=5278(LC 2),7=6123(LC 3) i FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-5218/443,2-3=-5075/469,3-4=-4980/486,4-5=-5008/486,5-6=-5144/470,6-7=-5220/43 BOT CHORD 1-9=-383/3899,9-10=-383/3899,10-11=-383/3899,8-11=-383/3899,8-12=-306/3952,12-13 -306/3952,13-14=-306/3952,7-14=-306/3952 WEBS 3-8=-259/120,4-8=-532/59i6,5-8=-335/127 NOTES 1)3-ply truss to be connected together with 10d(0.148"x3")nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-7-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf;BCDL=S.Opsf;Category II;Exp C;enclosed;MWFRS(low-rise),cantilever left and right exposed, Lumber DOL=1.60 plate grip DOL=1.33. 4)TCLL ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for a 10.0 psf bottom chord live load nonConCurrent with any other live loads, 7)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift ad 1t(s)1 and 7. 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referen d standard ANSI/TPI 1. 9)Use Simpson Strong-Tie HUS26(14-10d Girder,6-10d Truss,Single Ply Girder)or equivalent spaced at 2F0-0 oc max.starting at 2-0-12 from the left end to 12-0-12 to connect truss(es)T01A(1 ply 2 X 4 SPF) to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S)Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(ptf) I Vert:1-4=-97,4-7=-97,1-7=-20 Concentrated Loads(lb) Vert:9=-1626(B)10=-1626(B)11=-1626(B)12=-1626(B)13=-1626(B)14=-1626(B) OF JO M. CIVIL l No.43029 rn R O �q7 FS8l0AL EAG This"ss is to be fabricated per ANSIrrPi quality requirunents.Plates:lull he of size and type shmsm and centered at joints unless athersvise nded.This design is based upn parameters shown.and is f an _ individual huildine ctmt ort to he installed and lorded vetvcally.Awlicalelity of desien rrarametera and rrnoer incapratiw of cantxnatt is re}pnsibility of buildine desiener.Cuti6mtiun is valid mlv when _- Job - - Truss --Truss Type - - -—-� Qty Ply I 0710290J Vol VALLEY Job Reference o tional Universal -- ------ _- Forest Products,Bel ertown,MA.01007 - -I - - - - - - - 7 030 s Jan 3 2 08 MiTek Industries,Inc. Tue Jul 08 14:26.16 2008 Page 1 1 1 4-9-0 4-9-0 4-9-0 4x6= Scale=1:26.1 2 10.00 12 T T 2 3 1 4 �o 0 d 3x8 Ii 2x4ill x � -- 9-6-9 9-6-0 _ - Plate Offsets(X,Y):11:0-4-0,0-1-4],13:0-4-010141 _ LOADING(psf) SPACING 2-0-0 CSI OEFL in (loc) I/defl Ud PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.40 �ert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=55.0) Lumber Increase 1.15 BC 0.35 ertTL n/a n/a 999 - TCDL 10.0 Rep Stress Incr YES WB 0.11 I jorz(TL) 0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2003/TP12002 (Matrix) J Weight:281b LUMBERB CING TOP CHORD 2 X 4 SPF No.2 T CHORD Sheathed or 6-0-0 oc puriins. BOT CHORD 2 X 4 SPF No.2 B CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF Stud REACTIONS (Ib/size) 1=267/9-6-0,3=267/9-",4=484t9-6-0 Max Horz1=111(LC 7) Max Upliftl=-29(LC 8),3=-38(LC 9),4=-29(LC 8) Max Gravl=346(LC 2),3=346(LC 3),4=484(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-281/96,2-3=-281/96 WEBS 2-0=-324/111 NOTES 1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf;BCDL=5.Opsf;Category II;Exp C;enclosed,MWFRS Qlow-rise)and C-C Exterior(2)zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specifie . 2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow),Pf=38.5 psf(flat roof snow);Category 11;Exp C;Partially xp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Gable requires continuous bottom chord bearing. 6)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at p(s)1,3,and 4. 7)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refereficed standard ANSI/TPI 1. LOAD CASE(S)Standard OF JO M. -i CIVIL -{ No.43029 .o Q- 1O�FG/STEREO SSl0AL EAG This truss is to he fahnuted per ANSUM quality regmremmts.Plates.shall be of size and type.shown and centered at joints unless otherwise notod This design is based upon parameters shown.and is ftx an T — indiwdual building component to be installed and loaded vertically.Armli ability of design pa amaus and orooer inov atim cf como oat is psq silility of tuildine desienu Cct catim is valid miv when I Job 0 2 - Truss Truss Type Qty Ply IIJob Reference(optional) 0710290) V02 VALLEY � 1 ' 1I Universal Forest Products,Belchertown,MA.01007 - Z030 s Jan 3 2008 MiTek Industries,Inc. Tue Jul 08 14:26:16 2008 Page 1 2-9-0 5-6-0 I r 2-9-0 2-9-0 4x4 Scale=1:17111 2 10.00 12 III XT ST11 2 3 1 0 0 3x4 zi 1.5x 1 11 3x4�� I 5-6-Q 5-6-Q LOADING(psf) SPACING 2-0-0 CSI PEFL in (loc) Vdefi L/d PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.24ert(LL) n/a n/a 999 MT20 197!144 (Ground Snow=55.0) Lumber Increase 1.15 BC 0.07 yert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2003/TPI2002 (Matrix) Weight:15 lb BCDL _10 0 - -- ---- --- LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF Stud REACTIONS (Ib/size) 1=165/5-6-0,3=166/5-6-0,4=219/5-6-0 Max Hoa 1=-60(LC 6) Max Upliftl=-25(LC 8),3=-30(LC 9) Max Grav1=204(LC 2),3=204(LC 3),4=219(LC 1) FORCES (lb)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf;BCDL=5.Opsf;Category ll;Exp C;enclosed;MWFRS Qlow-rise)and C-C Exterior(2)zone;cantilever left and right exposed, Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specific . 2)TCLL ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Gable requires continuous bottom chord bearing. i 6)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift of jt(s)1 and 3. 7)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referepced standard ANSI/TPI 1. LOAD CASE(S)Standard j OF�SS9 JO M. ' CIVIL � No.43029 Q7 AniO�c�c/STERE\�4� SSlOAL EAG This truss is to be fabricated per ANSVCPI quality requirements.Mates shall be of size and type shown and mored at ymits unless otherwise notdd.This design is based upon parametus shown,and is Cn an — individml bmldine comnmmt to M invalled and loaded vertically.Applicabitiry of desien parameters and Droner incvrpurabun of component is rpsrmsibihtp of buildine desiener.Certificatim is valid mly when Job TC7$, l b -- - + Job Ref �3 nyI 1\0 __7rQ s 1C Truss - I Truss Type Qty Ply 1 Wright Hill II { n (p �- 10710252J H01 HIP 2 1 Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MITek Industries,Inc. Tue Jul OB 14:24:03 2008 Page 1 -1-4-0 8-0-0 14-0-0 20-0-0 1-4-0 8-0-0 6-0-0 6-0-0 B-0-0 1-4-0 Scale=1:49.91 5x8 11 3)a4= 5x8 11 4 y 6 6.00 F12 7 3 1 W2 W3 4 8 2 9 0 ,1 �Q 4x4 4x4 4x4 4x4 6x8 I I 12 11 10 6x8 11 3x4= 3x10 M1120H= 3x4= '. 9-4-0 18'8-0 28-0-0 9-4-0 9-4-0 9-4-0 Plate Offsets(X,Y):]2:0-5-14,Edge],[8 0 5 14,Edge] + - -- - - -- LOADING(psf) in I ! DEFL loc .1/defl L/d PLATES GRIP SPACING 2-0-0 CSI TCLL 38.5 ( ) 8.5 Plates Increase 1.15 TC 0.95 Vert(LL) -0.19 10-12 >999 360 MT20 197/144 (Ground Snow--55.0) Lumber Increase 1.15 BC 1.00 Vert(TL) -0.42 10-12 >807 240 M1120H 148/108 WB 0.62 Horz(TL) 0.13 8 n!a Na BCLDL 10.0 Re Stress IBC20ncr--- NO- ) - r - -- - - - - Weight:125 lb - - BCDL 10.0 Code IBC2003ffP12002 (Matrix 9 - l RACING TOP LUMBER CHORD 2 X 6 SPF No.2'Except' �OP CHORD Sheathed or 3-3-14 oc purlins,except T2 2 X 4 SPF No.2 2-0-0 oc purlins(2-8-15 max.):4-6. BOT CHORD 2 X 4 SPF No.2 �OT CHORD Rigid ceiling directly applied or 7-7-0 oc bracing. WEBS 2 X 4 SPF No.2 I SLIDER Left 2 X 6 SPF No.2 4-6-11,Right 2 X 6 SPF No.2 4-6-11 j REACTIONS (Ib/size) 2=1767/0-5-8,8=1767/0-5-8 Max Horz2=-64(LC 6) Max Uplift2=-181(LC 8),8=-181(LC 9) Max Grav2=2229(LC 2),8=2229(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3150/709,3-4=-2850/732,4-5=-2699!744,5-6=-2699(744,6-7=-2850/732,7-8=-3149/709 BOT CHORD 2-12=-472/2552,11-12=-600/2995.10-11=-600/2995,8-10=-472/2552 WEBS 4-12=-28/790,5-12=-831/168,5-10=-831/168,6-10=-28f790 NOTES 1)Wind:ASCE 7-02;1OOmph;h=24ft;TCDL=S.Opsf;BCDL=S.Opsf;Category 11;Exp C;enclosed;MWFflS(low-rise)and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactf ons specified. 2)TCLL ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow):Category ll;Exp C;Partiaoly Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live lauds. 1 7)All plates are MT20 plates unless otherwise indicated. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 181 Ib uplift at joint 2 and 181 Ib uplift at joint 8. 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and ref4renced standard ANSI/TPI 1. 10)Design assumes 4x2(flat orientation)pudins at oc spacing indicated,fastened to truss TC w/2-1 Od ails. LOAD CASE(S)Standard _ I CCN OF M9S 1 � I JO M. 7 � CIVIL { N0.43029 � I O FSS/OAL ENG Thi.c wss is to be fabriawd per ANSI/fPl quality requirements.plates:hall t e ed size and type shown and,-toed at joints unless aherwiwnaed.This design is based upm parameters shown,and is fur m _ individual buildme comm-t to be installed and loaded veuically.Applicatdity of desien i-amaus and prover incarnation of comprnml is resoonsitility of budding desiva.Certiliuum is valid rnly when - •-- _ Job Truss Tru ' 0710252)-- -- 1 H01GR H Pss Type - — i -City Ply Wright Hlll 11 --- 2 Job Reference Jo ptional) Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Tue Jul 08 14:24:04 2008 Page 1 -1-4-0 6-0-0 14-0-0 22-0-0 28-0-0 29-4-0 1-40 6-0-0 8-0-0 8-0-0 6-0-0 1-4-0 Scale=1:49.1 6x12= 3x4= 6x12= 4 5 6 6.00 V2 1541 EXI DQ EX] bmcl 1511 3 7 ' 1 W2 W3 W CT F 1 8 2 g �1 — — - - �o 4x6 4x6 7x16= 13 14 12 15 11 16 17 18 10 19 20 7x16= 4x6 8x8= 5x12 M1118H= 8x8= 4x6 9-40 + 18 1 8-0 28-0-0 9-4-0 9-14-0 9-40 Plate Offsets(X,Y):12:0-0-1,0-3-21,14-.0-6-0,0-3-21,j6-.0-6-0A4-&L8:0-0 1 0-3-21 - -- - LOADING(psf) SPACING 2-0-0 CSI DEFL in loc I/defl L/d PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.83 Vert(LL) 0.31 10-12 >999 360 MT20 197/144 (Ground Snow=55.0) Lumber Increase 1.15 BC 0.81 Vert(TL) 0.47 10-12 >713 240 M1118H 141/138 TCDL 10.0 Rep Stress Incr NO W6 0.53 Horz(TL) 0.10 i n/a n/a BCLL 0.0 Code IBC2003/TP12002 (Matrix) Weight:279 lb BCDL 10.0 -- --- - -- - - - -- -- 1 LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 fOP CHORD Sheathed or 3-11-4 oc purlins,except BOT CHORD 2 X 6 SPF 210OF 1.8E 2-0-0 oc purlins(4-0-1 max.):46. WEBS 2 X 4 SPF No.2 OT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2 X 4 SPF No.2 3-4-6,Right 2 X 4 SPF No.2 3-4-6 REACTIONS (Ib/size) 2=4331/0-5-8,8=4324/0-5-8 Max Horz2=-51(LC 8) Max Uplift2=-714(LC 7),8=-713(LC 8) Max Grav2=4851(LC 2),8=4844(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-8029/1261,3-4=-7833/1276,45=-9751/1618,5-6=-9751/1619,6-7=-7832/1276,7-0=-8028/1261 BOT CHORD 2-13=-1106/6878,13-14=-1106/6878,12-14=-1106/6878,12-15=-1736/10618,11-15=-1 36/10618,11-16=-1736/10618,16-17=-1736/10618, 17-18=-1736/10618,10-18=-1736/10618,10-19=-1059/6876,19-20=-1059/6876,8-20=- 059/6876 WEBS 4-12=-708/4327,5-12=-1357/251,5-10=-1357/251,6-10=-709/4330 NOTES 1)2-ply truss to be connected together with 10d(0.148"x3")nails as follows. Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-7-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the 40AD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf;BCDL=5.Opsf;Category 11;Exp C,enclosed;MWFR*(low-rise); Lumber DOL=1.60 plate grip DOL=1.33. 4)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 18.5 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live to;ds. 9)All plates are MT20 plates unless otherwise indicated. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 714 Ib uplift at joint 2 and 713 lb uplift at joint 8. 11)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d n its. 13)Use Simpson Strong-Tie THJA26(THJA26 on 2 ply,Left Hand Hip)or equivalent at 6-0-6 from the left end to connect truss(es)J01(1 ply 2 X 4 SPF),J01GR(1 ply 2 X 6 SPF) to front face of bottom chord. 14)Use Simpson Strong-Tie LUS24(4-1 Od Girder,2-1 Od Truss,Single Ply Girder)or equivalent spaced�t 2-0-0 oc max.starting at 8-0-12 from the left end to 19-114 to connect truss(es)J01(1 ply 2 X 4 SPF) to front face of bottom chord. I 15)Use Simpson Strong-Tie THJA26(THJA26 on 2 ply,Right Hand Hip)or equivalent at 21-11-10 from the left end to connect truss(es)J01(1 ply 2 X 4 SPF), J01 GR(1 ply 2 X 6 SPF) to front face of bottom chord. 16)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S)Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 pY�H OF Sy9 Uniform Loads(pit) Vert:14=-97,4-6=-97,6-9=-97,2-8=-20 JO M. Concentrated Loads(lb) Vert:11=-415(F)13=-1109(F)14=-415(F)15=415(F)16=415(F)17=-415(F)18=-415(F)19=A15(F)20=-1109(F) -i CIVIL i No.43029 O�Fc/STERES\a4� CA 'Flus EAG This wss is to tx fabricated per ANSI/IPI quality requirements Plates shall he nt size and type shown and entered u jams unless rxherwise�aed.Thia design is bavAupm parametus shovm,and is f an f$ 1 _ individual building assns—t to be insalled and loaded venically.Aoolicahility of desien turametms and wooer incrxoeradm of crnnnratunt6s rc-ponsiiality of building designer.Cenirrcation is valid only whm ._ _ 0710252) -_----- i H02 HIP 2 QIYP ----- rty l Ply -i Wright Hill II Job Truss Truss Type II 1 Job Reference(optional) Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Tue Jul 08 14:24:04 2008 Page 1- -1-4-0 6-1-12 10-0-0 1470-0 21-104 28-0-0 29 4-0 1-4-0 6-1-12 3-104 M-0 3-10-4 6-1-12 1-4-0 Scale=1:49.9 5x10 II 6x8= 5 6 CK T2 6.00 12 2x4 Q 2x4 4 7 WI3 u7 ci d 3 8 1 W 2 9 1 10 c? 4x4 4x4 4x4 4x4 6x8 I I 13 '12 11 6x8 11 3x8= 3x6= 3x4= 940 10-0 28-0-0 940 9140 9-40 Plate Offsets(X,Y):[2:0-5-14,Edge],19 0 5-14,Edge1 LOADING(psf) TCLL 38.5 SPACING 2-0-0 CSI DE m (loc) I/deft L/d PLATES GRIP Plates Increase 115 TC 0.78 Vert(LL) -0.12 11-13 >999 360 MT20 197/144 (Ground Snow=55.0) Lumber Increase 1.15 BC 0.86 Vert(TL) -0.34 11-13 >985 240 BCDL 10.0BCLL Rep Stress Incr NO WB 0.17 Horz(TL) 0.11 9 n/a n/a 0.0 BCDL 10.0 Code IBC2003/TPI2002 I (Matrix) Weight:138 lb 4 LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 !TOP CHORD Sheathed or 3-8-6 oc purlins,except BOT CHORD 2 X 4 SPF No.2 2-0-0 oc purlins(4-1-5 max.):5-6. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing. SLIDER Left 2 X 6 SPF No.2 3-5-6,Right 2 X 6 SPF No.2 3-5-6 WEBS 1 Row at midpt 6-13 I REACTIONS (Ib/size) 2=1767/0-5-8,9=1767/0-5-8 Max Horz2=79(LC 7) Max Uplifl2=-197(LC 8),9=-196(LC 9) Max Grav2=2155(LC 2),9=2155(LC 3) , FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3041!751,3-4=-2738!776,4-5=-25851746,5-6=-2294!731,6-7=-2575/744,7-8=-27�7876,8-9=-3039!751 BOT CHORD 2-13=-529/2449,12-13=-404/2237,11-12=404/2237,9-11=-529/2448 WEBS 4-13=-213/311,55-13=-25/353,6-13=-357/418,6-11=-37/373,7-11=-245/281 NOTES 1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf;BCDL=5.Opsf;Category ll;Exp C;enclosed;MWFAS(low-rise)and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category Il;Exp C;Parti4lly Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of(8.5 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 197 Ib uplo at joint 2 and 196 Ib uplift at joint 9. 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and ref renced standard ANSI/TPI 1. 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d n ds. LOAD CASE(S)Standard WOFA% JO M. CIVIL No.43029 CO) q. F 'YOFG/STEREO FSS /CAL ENG This wss is to he fabricated per ANSI/rPl quality requirements.Plates dull he M sue and type hwvn and cmtered az jams unless txher .hntcd."this design is based upm paramuers shovm,and is for an individml buildine ux mm mt to be installed and Itnded venically.Applicability cddmen mramaas and Ironer incur alim otcannmemlis res ,it lits of twldinc denener.Cemficatim is valid mly when ! Job - Truss Truss Type - -- - - - - - --- --- - yp Qty 1 Ply Wright Hill II ! 0710252,1 H03 2 Universal Forest Products,Belchertown,MA.01007 HIP - - 17.030 s ane3 008 tMiTek Industries,Inc. Tue Jul 08 14:24:05 2008 Page 1 I1 6-1-12-__ 12-0-0 16}0-0 21-10-4 1 28-0-0 29-4-0 1-4-0 6-1-12 5-10-4 4-p-0 5-10-4 6-1-12 1-4-0 Scale=1:50.211 48= 5x8= 5 6 i 6.00 12 2x4\\ 2x4 47 W3 4 h 0 3 8 tot 1 W 2 9 a1 104 5x6 5x6 5x5 5x6 6x12 II 13 12 11 6x12 II 3x8= 396= 3x4= j 9-4-0 18h8-0 _ 28-0-0 9-4-0 94-0 9-40 Plate Offsets-(X Y).12:0-8 1,Edge],15:0-4 0,0-1 15116:04-0,0-1-1 5],19 0 8-1,Edge] - LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udeft L/d PLATES GRIP TCLL 38.5 (Ground Snow Plates Increase 1.15 TC 0.83 Vert(LL) -0.16 11-13 >999 360 MT20 197/144 (Ground 0.0 Lumber Increase 1.15 BC 0.90 Vert(TL) -0.43 11-13 >777 240 BCLDL 10.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.10 9 n/a n/a 1 BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight:1291b LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E tOP CHORD Sheathed or 3-2-6 oc purlins,except BOT CHORD 2 X 4 SPF No.2y, 2-0-0 oc purlins(4-2-11 max.):5-6. WEBS 2 X 4 SPF No.2 OOTCHORD Rigid ceiling directly applied or 7-10-9 oc bracing. SLIDER Left 2 X 8 SYP DSS 3-6-6,Right 2 X 8 SYP DSS 3-6-6 WEBS 1 Row at midpt 6-13 REACTIONS (Ib/size) 2=1767/0-5-8,9=1767/0-5-8 Max Horz2=-94(LC 6) Max Uplift2=-209(LC 8),9=-209(LC 9) Max Grav2=2064(LC 2),9=2064(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2874!771,3-4=-2687/800,4-5=-2372/758,5-6=-1900/708,6-7=-2371/758,7-8=-267/800,8-9=-2872!771 BOT CHORD 2-13=-555/2311,12-13=-337/1751,11-12=-337/1751,9-11=-555/2311 WEBS 4-13=-502/266,5-13=-114/512,6-13=-510/514,6-11=-114/605,7-11=-502/266 NOTES 1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf;BCDL=S.Opsf;Category II;Exp C;enclosed;MWFR (low-rise)and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed fo{ C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow),Category II;Exp C;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of$8.5 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live to ds. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 209 Ib upli#at joint 2 and 209 Ib uplift at joint 9. 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refelrenced standard ANSI/TPI 1. 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 od nails. LOAD CASE(S)Standard OF � I JO M. I � ! CIVIL + No.43029 co FSS/OAL EaG 'Ibis wss is m he fabncated per ANSI/IPI quality requirements Plates lull he of.sim and type:drown and cmtaed aijoints unless otherwise nixed.Ths d-gn is based upon parameters shown.and is for an / 1 - mdividual htdldine comp mt to be installed and loaded wnically-Atmbc l ility of desi¢n vu maa6 and pane[incprporaum of a mpmmi is ravmsiblhty of bwldme daima.Caufieaum is valid mlv when ... _ Truss Type 07b0252J JOt� MONO TRUSS - 08 Ply 1 Wright Hill II -- Job Reference(optional) Universal Forest Products,Belcherlown,MA.01007- - 7.030 s Jan 3 2008 MiTek Industries,Inc. Tue Jul 08 14:24:05 2008 Page 1-- -1-4-0 6-0-0 1-4-0 6-0-0 2x4 I I Scale=1:24.6 4 6.00 12 3 W1 Ci 2 3x4 G 3x4 5 3x10 II 2x4 II 6-O-0 6-0-0 Plate Offsets(X,Y).12.0-2-12 LTCLL OADING 38.5 SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP (Ground Snow-55.0) Plates Increase 1.15 TC 0.85 Vert(LL) 0.07 2-5 >997 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.41 Vert(TL) -0.18 2-5 >399 240 Horz BCLL 0.0 Code IBC20031TPI2002 I - (Matrix) - 4 (TL) _- --- - Weight:31 Ib - BCDL 10.0 Rep Stress Incr NO WB 0.00 BRACING 0.00 Na n/a LUMBER - -_ - I _... -. TOP CHORD 2 X 4 SPF 2100F 1.8E ITOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.2 SLIDER Left 2 X 8 SYP DSS 3-4-6 REACTIONS (Ib/size) 2=487/0-3-8,5=328/Mechanical Max Horz2=127(LC 8) Max Uplift2=-74(LC 8),5=-78(LC 8) Max Grav2=656(LC 2),5=435(LC 2) i FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 4-5=-376/262 NOTES 1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf;BCDL=5.Opsf;Category 11,Exp C;enclosed,MWFRS(low-rise)and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed 7C-C for members and forces,and for MWFRS for reactions specified. ' 2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow),Category 11;Exp C;Parti filly Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of(8.5 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 lb uplift at joint 2 and 78 Ib uplift at joint 5. 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and ref4renced standard ANSI/TPI 1. LOAD CASE(S)Standard ��(N OF MgsFy JO M. CIVIL No.43029 2 q�O�FGISTERE� FSS/OAL ENG This wss is m be fabricated per ANST/fPt quality requirements Plates shall he(i,size and type shown and cartaed atjoints unless otherwise"W.This design is baud upon paramaas shown,and is for an individual building ccnnoonent to be installed and loaded vertically.Apnlicatility of design m-ar tas and wooer inc"ratim of ctmwnent iK restxnsihlity of tarildine drama.CatJcalion is valid only when I i Job Truss Truss Type - laty --[ply Wright Hill 11 - .0710252) J01GR MONO TRUSS 14 __--1 17`0Job 30 sJanre3 0(o tMiTek Industries,Inca-Tue Jul 08 14:24:06 2008-Page 1 i.. . ---._ - - 08 �� Universal Forest Products,Belchertown,MA 01007 -- - -1-10-10 4-5-12 _ 8-4-5 1-10-10 4-5-12 3-10-9 2x4 I I Scale:112'=1 5 4. 4 12 3x4 9 4 W3 8 1 3 W1 W2 H 2 B1 3x4 \\ -- 10 7 11 6 8x8= 2x4 II 4x4= 4-5-12 8-4-5 4-5-12 3-10-9 - - Plate Offsets(X Y):[2:0-0-5,0-6-5],[5 0-D 0,0-0-0],160-0-0,0-0-0] _ TOADING(psf)CLL 385 SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP (Ground Snow=55.0) Plates Increase 1.15 TC 0.90 Vert(LL) -0.02 7 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.23 ! Vert(TL) -0.03 7 >999 240 BBCLL 0.0 CDL 10.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.01 6 n/a n/a Code IBC2003/TPI2002 (Matrix) 1 Weight:42 Ib LUMBER (BRACING - - _- TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 5-11-5 oc purlins, except end verticals. BOT CHORD 2 X 6 SPF No.2 i BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I WEBS 2 X 4 SPF No.2 SLIDER Left 2 X 6 SPF No.2 2-4-8 REACTIONS (Ib/size) 6=644/Mechanical,2=736/0-7-12 Max Horz2=128(LC 5) Max Uplift6=-144(LC 5),2=-166(LC 5) Max Grav6=715(LC 2),2=900(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-869/94,3-8=-716/101,4-8=733/97,5-6=-273/65 BOT CHORD 2-10=-151/651,7-10=-151/651,7-11=-151/651,6-11=-151/651 WEBS 4-6=-756/175 NOTES 1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf;BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS(low-rise); Lumber DOL=1.60 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C,Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.8 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 144 Ib upl(ft at joint 6 and 166 Ib uplift at joint 2. 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and ref$renced standard ANSI/TPI 1. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)4d,Ib down and 70 Ib up at 2-9-8,45 Ib down and 70 Ib up at 2-9-8,and 209 Ib down and 58 Ib up at 5-7-7,and 209 Ib down and 58 Ib up at 5-7-7 on top chord,and 2 Ib up at 2-9-8,2 Ib up at 2-9-8,and 37 Ib down at 5-7-7,and 37 Ib down at 5-7-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-97,2-6=-20 Concentrated Loads(ib) Vert:8=64(F=32,B=32)9=-265(F=-132,B=-132)10=2(F=1,B=1)11=-37(F=-18,B=-18) OF Mqs� JO M. CIVIL N0.43029 O�FGISTER�O?Q� FSS/OAL ENG 7Ttis w.cs ix to he fabricated per ANSIlI'PI quality requirements.(gates.shall he cd.tize and type shown and canned az jams unleu aherwise rja�.This design is based uprm parameters shown,and is for an -• '^ ' individual buildine comment to be mvalled and loaded vertically.Armlicahility ddessien mramaus and Ixo incorvtxatiun rdcommmt is respmsibiliw of buildine dcsimn .Cmf,.tioo is valid only what -- - -- Job -- Truss -_---- .Truss Type .Qty Ply Wright Hill II ', 0710252J J02 JACK 8 1 L_Unrversal Forest Products,Bel - Job Reference(optional)_ -- chertown,MA.01007. -._-- -- -.-__ –_--- - 7.030 s Jan 3 2008 MiTek Industries,Inc.tncTue Jul 08 14:24:06 2008 Page 1 -1-4-0 3-10-15 1-4-0 3-10-15 4 Scale 6.00 F12 3 T1 1 2 81 3x4 5 i 3x10 II 3-10-15 3-10-15 I..Plate Offsets(x,Y).[2.0-2-12,0-1-121 TOADING(psf) 385 SPACING 2-0-0 CSI DEFL in (I-) Udefi L/d PLATES GRIP (Ground Snow=55.0) Plates Increase 1.15 TC 0.50 Vert(LL) -0.01 2-5 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.18 Vert(TL) -0.03 2-5 >999 240 BCLL 0 0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 4 n/a n/a 5TOTCHORD DL 10 0 Code IBC20037TPI2002 (Matrix) Weight:19 Ib MBER 13RACING PCHORD 2 X 4 SPF No.2 �OPCHORD Sheathed or 3-10-15 oc purlins. 2 X 4 SPF No.2 OT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. SLIDER Left 2 X 8 SYP DSS 2-4-5 I REACTIONS (Ib/size) 4=164/Mechanical,2=377/0.5-8,5=38/Mechanical Max Horz2=91(LC 8) Max Uplift4=-70(LC 8),2=-70(LC 8) Max Grav4=229(LC 2),2=511(LC 2),5=77(LC 4) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=S.Opsf;BCDL=S.Opsf;Category Il;Exp C;enclosed,MWFRIS(low-rise)and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed fob C-C for members and forces,and for M WFRS for reactions specified. 2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partia`ly Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 18.5 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 70 Ib uplift al joint 4 and 70 Ib uplift at joint 2. 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. I!LOAD CASE(S)Standard JO M. CIVIL No.43029 co �orFO/STER�O���i FSS/OAL EAG This truss is to be fabncated per ANSIMPI quality requirements.Plates IW I be td size and type,shown and trntered al ili-B unless rnb wire noted.This design is based upin Parameters shown,and is for individual buildine cum .i to be installed and loaded vertically.Armticability iddesien parameters and rr incunaxafion of cnmtxnent is.restxnsihility of huildine desipna.Certificaom is valid tnly when i i 0710252) - - ---._- - -.. _--- -_ __-.- � __ --_ --- - - -- Truss Truss Type Qty Ply ----Wright Hill II - Job �J02GR JACK 2 1 1 --- - -_--- ---- -- -_-- ---_-L7.030 s JJob an 3 008 nce optional) Industries,Inc Tue Jul 08 14:24:06 2008 Page 1 Universal Forest Products,Belchertown,MA.01007 - 1 I --2-4-5 3-11-6 7-t1-0 - ---� 2-4-5 3-11-6 3-11-10 Scale=1:19.51 3x6= 5x10\\ 4 3.54 12 3x4; 10 3 BL1 9 TI W1 2 8 1 B Io 1 11 6 12 5 2x4 11 3x4= 3x4= 3-11-6 7-11-0 3-11-6 3-11-10 f Plate Offsets(xA(d:o-so,o-1-121 G(psf) TCLL SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.75 Vert(LL) -0.02 6 >999 360 MT20 197/144 (Ground Snow=55.0) TCDL 10.0 Lumber Increase 1.15 BC 0.31 Vert(TL) -0.04 5-6 >999 240 BCLL 0.0 Rep Stress Ince NO WB 0.17 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 l Code IBC2003/TPI2002 (Matrix) Weight:38 lb I NIS TOP CHORD 2 X 6 SPF No.2 - _ - - - -- OP CHORD Sheathed odi r 6-0 0 oc ns, except end verticals. - BOT CHORD 2 X 4 SPF No.2 IBOT CHORD Rigid ceilingdirect applied or 6-0-0 oc bracing- WEBS 2 X 4 SPF No.2 OTHERS 2 X 4 SPF No.2 I REACTIONS (Ib/size) 2=806/0-415,8=765/0-1-12 Max Horz2=115(LC 5) j Max Uplift2=-169(LC 5),8=-77(LC 5) Max Grav2=1044(LC 2),8=831(LC 2) j 1 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=-978/13,3-9=-854/28,5-7=-39/599,47=-39/599 BOT CHORD 2-11=-58/807,6-11=-58/807,6-12=-58/807,5-12=-58/807 WEBS 3-5=-676/93,48=-850/80 NOTES 1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf;BCDL=5.Opsf;Category ll;Exp C;enclosed;MWFS(low-rise); Lumber DOL=1.60 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category Il;Exp C;Parti�lly Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. j 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of$8.5 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live IoWds. 6)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building�designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 169 Ib uplo at joint 2 and 77 Ib uplift at joint B. 9)This truss is designed in accordance with the 2003 Intemational Building Code section 2306.1 and ref renced standard ANSI/TPI 1. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)138 Ib down and 19 Ib up at 5-2-2,138 Ib down and 19 Ib up at 5-2-2,and 18 Ib down at 2-4-3,and 18 Ib down at 2-4-3 on top chord,and 9 Ib up at 2-4-3,9 Ib 4 at 2-4-3,28 Ib down at 5-2-2,and 28 lb down at 5-2-2, and 325 Ib down and 37 Ib up at 8-0-1 on bottom chord. The design/selection of such connection deMice(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B�. LOAD CASE(S)Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-4=-97,2-5=-20 Concentrated Loads(lb) Vert:5=-325(8)10=-121(F=-61,B=-61)11=9(F=4,B=4)12=-28(F=-14,B=-14) OF&tqT 2 JO M. CIVIL i No.43029 �01, /STERE O `SS/OAL EAG\? This truss is to be falxicated per ANSI/rPl quality requir,tnents.Plates shall be of.we and type shown and centered at joints unless aherwiuu muted.This design is based upon parameters shuam,and is fur an individual lauldine crxnMnent tote installed and loaded vertically.Applicability od desien oaramtxrts and or<ner inctxparatiun of rnonpment iy resrxnsibility of Inildine olc Tenor.Cerufieuton is valid only when - Job -- 1 Truss Truss Type - pty I Ply Wright Hill II �0710252J IJ03 JACK 8 -- - - __ --_-_ --- �Job Reference optional)1007 7.030 s Jan 3 2008 MiTek Industries,Inc. Tue Jul 08 14:24:07 20 - - Universal Forest Products,Belchertown,MA.008-Pa-g-e 1 -1-4-0 1-10-15 1-4-0 1-10-15 Scale=1:11.211 3 6.00 12 I I 2 T1 HW1 B1 3x4 i 5 3(10 1-10-15 1-10-15 Plate Offsets(X Y) [2:0-2-12,0.1.-12] _ LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL(Ground Snow-38.5 Plates Increase 1.15 TC 0.40 Vert(LL) -0.00 2 >999 360 MT20 197/144 (Ground TCDL 10.0 Lumber Increase 1.15 BC 0.04 Vert(TL) -0.00 2-5 >999 240 TCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight:12 Ib LUMBER ORACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 1-10-15 oc purlins. BOT CHORD 2 X 4 SPF No.2 00T CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. SLIDER Left 2 X 8 SYP DSS 1-8-4 REACTIONS (Ib/size) 2=286/0.5-8,5=19/Mechanical,4=47/Mechanical Max Horz2=57(LC 8) Max Uplift2=-72(LC 8),4=-62(LC 12) Max Grav2=392(LC 2),5=38(LC 4),4=65(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf;BCDL=5.Opsf;Category Il;Exp C;enclosed;MWFgS(low-rise)and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed fol C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category ll;Exp C;Partially Exp.:Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of�1.5 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live lopds. 6)Refer to girder(s)for truss to truss connections. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 Ib upliftiat joint 2 and 62 Ib uplift at joint 4. 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refgrenced standard ANSI/TPI 1. LOAD CASE(S)Standard OF �cN MqS� JO M. CIVIL No.43029 Q- O�FG/STEREO FSS/0 L ENG I This truss is ut be fahticaled pa ANSUM quality requirements.Plates shall he of size and type shovm and caused u jowls unless aherwise npted.This design is lased upm parameters shown,and is fur an F/�� individual tuildine comounmt to be invalled and loaded venically.Amlicability ddesien taramaas and trooer incadraum of comtanent i�rest Mbility of hwldine du� ma.Cauficaum is valid only what 6F)Ai i Qty - -- -- Job - Truss - �russ Type -- O Ply Wright Hill II -_-- 0710252) IJ04 JACK 4---- - 17.030 RJob eferent 2008 nt tMiTek Industries,Ino.--Toe-Jul 08 14:24:072008 Page 1-� - Universal-ForestProducts,Belcherfown,MA.01007 _--- - -- - - - -' - -1-8-0 1-7-3 3 1-8-0 1-7-3 Scale=1:8.51 5.00 ffY 2 T1 B1 1 - 4 3x4= 173 1-7-3 G(psf) TCLL SPACING 2-0-0 CSI DEFL In (loc) I/dell L/d PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.35 Vert(LL) 0.00 2 >999 360 MT20 197/144 (Ground Snow=55.0) Lumber Increase 1.15 BC 0.03 Vert(TL) -0.00 2 >999 240 BCLDL 00 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a I_BCDL 10.0 Code IBC2003/TPI2002 ) Matrix Weight:9lb (Matrix) - - --- - BOT CHORD Shed heid o 1-7-3 o apped or -- - - - j LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 purlins. BOT CHORD 2 X 4 SPF No.2 10-0-0 oc bracing. REACTIONS (Ib/size) 2=363/0-3-8,4=16/Mechanical,3=24/Mechanical Max Hor72=62(LC 8) j Max UpIWQ2 140(LC 8),3=-162(LC 12) Max Grav2=519(LC 12),4=31(LC 4),3=27(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf;BCDL=5.Opsf'Category 11;Exp C;enclosed,MWFRS(low-rise)and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category 11;Exp C,Parti$Ily Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of38.5 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Dads. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 Ib uplo at joint 2 and 162 Ib uplift at joint 3. 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/rPI 1. i LOAD CASE(S)Standard AH OF 2 JO M. CIVIL No.43029 G/STERE O � SS/OAL - - ---- --- -- _ -- - - -- _i This truss is to he faMicawd per ANSI/IPI quality requirem-ts.Rates.hall be of size and type.shown and centued u joints-less otherwise doted.This d-g.is based up-parameuxs shown,and is for an _• .^ . individual buildine component to h installed and loaded venically.Atmlicahility of desien parametersand pruner incorporation of comt mt Is restx-.sihitity of building designer.Certificate-is valid only when Job ss Te----- -- yP- - ----. _- Qty Ply - - - _-__ ___ -__.-....---- 0710252J J 5 ----- A 4 CK --- _.-_ .. - 1 i Wnght Hill II _. _.... — Job Reference(optional Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Tue Jul 08 14.24:07 2008 Page 1'; 180 373 180 373 Scale=1:12.3 5.00 F12 Ti 2 B1 1 4 3x4= 3-7-3 ------- _ 3-7-3 TCLL 385 LOADING(psf) Lumber Increase 1.15 - - - SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP (Ground now=S 0) Plates Increase 1.15 TC 0.40 l Vert(LL) -0.01 2-4 >999 360 MT20 197/144 TCDL 10.0 BC 0.14 Vert(TL) 0.02 2-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n1a BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight:15 Ib LUMBER $RACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 3-7-3 oc pur ins. BOT CHORD 2 X 4 SPF No.2 OOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=113/Mechanical,2=434/0-3-8,4=34/Mechanical Max Horz2=91(LC 8) Max Uplift3=-59(LC 12),2=-128(LC 8) Max Grav3=158(LC 2),2=593(LC 2),4=68(LC 4) FORCES (lb)-Max.Comp./Max.Ten. All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf;BCDL=5.Opsf;Category Il;Exp C,enclosed;MWFR$(low-rise)and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed fo C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category ll;Exp C,Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 30.5 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcunertt with any other live foods. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 59 Ib uplift It joint 3 and 128 Ib uplift at joint 2. 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard �H OF�9g JO M. CIVIL No.43029 y0 FC/STEREO OAL ENG �I Ibis truss is to be fabne:ated pa ANSI/rM quality requireanmts.Plates shall be of size and type.Mown and cauaed a<joints unless otherwise noled.this design is based upon pwamaas shown.and is for an individual luildine mmpmmt to he in.aalled and loaded venicaliv.Amlic ixlity of desien oaramaas and rrot inconaratim of comtxnmt is t s�.,iNliryof tmtdine dcsima.Ceruficauonis valid only when Job 1 Truss -- TTruss Type --- --- --' _ Qty i Ply --rWright Hill 11 _---- - 0710252J J06 JACK -�5 - 1 _ 11 -_ JobReference o tion) Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc.Tue Jul 08 14:24:07 2008 Page 1 -1-8-0 5-8-4 1-8-0 5-6-4 48\\ Scale=1:18.41 3 5.00 12 W1 BL1 T1 2 3x6= 6 �o 61 0 1 4 2x4 11 3x4= --- 5-8-4 5-8-4 - - - — — Plate Offsets("._L3:0-4-0,0-11-41__LOA _ TCLL G(psf) SPACING 2-0-0 I CSI DEFL in (Ice) I/deft L/d PLATES GRIP (Ground Snow55.38.5 Plates Increase 1.15 TC 0.40 Vert(LL) -0.04 2-4 >999 360 MT20 197/144 (Ground Lumber Increase 1.15 BC 0.32 Vert(TL) -0.10 2-4 >642 240 BCLDL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code IBC2003/TP12002 (Matrix) Weight:25 Ib f LUMBER EIRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 5-8-4 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SPF No.2 OTHERS 2 X 4 SPF No.2 REACTIONS (Ib/size) 2=535/0-3-8,6=246/0-1-8 Max Horz2=116(LC 8) Max Uplift2=-1 29(LC 8),6=-37(LC 8) Max Grav2=726(LC 2),6=325(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=286/9 WEBS 3-6=-339/147 NOTES 1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=S.Opsf;BCDL=S.Opsf;Category Il;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed fob C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 3$.5 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 Ib uplift at joint 2 and 37 Ib uplift at joint 6. 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refer@nced standard ANSI/iP1 1. LOAD CASE(S)Standard OF&lqs JO M. CIVIL l No.43029 /STEREO FSS/OAL ENG This was is to be fabricated per ANSVI M quality rialturent-ts.Plates shall be ril'size and type shown and—,ad at pants unless otherwise noted.This design is based upon pararneurs shown,and is for art individual b.idine.-m.ont tp he,.,aped and Itnded vertically.Applicability of design parameters and proper into nv ratio u of coinpunenl is gesoo rmbility of building designer.Certification is valid only when . Job. _.. - '.Truss. _- Truss.Type -_ --- - - --Qty ,.ply Wright Hill II 0710252) T01 COMMON 4 1 -- -__ TO _-- --_ - - _- Job Reference(optional) -- Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 32008 MiTek Industries,Inc. Tue Jul 08 14:24:6816N Page 1 -1-4-0 6-1-12 14-0-0 21-10-4 28-0-0 29-4-0 1-4-0 6-1-12 7-10-4 7-104 6-1-12 1-40 SxIO 11 Scale=1:54.3j i 6.00 12 6 4x6 46 z 2x4 5 7 2x4 i 4 8 3 1 W 9 2 10 11 1 14 4x4 44 4x4 4x4 6x8 11 14 13 12 6x8 I I 3x4= 3x0= 3x4= 9-4-0 -- 18-0-0 28-0-0 9-4-0 94-0 9-4-0 Plate Offsets(X,Y):[2:0-5-14,Edge],L10.0-5-14Edgef _ LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TOLL 38.5 OL 1Plates Increase 1.15 TC 0.68 Vert(LL) -0.12 12-14 >999 360 MT20 197/144 (Ground Snow=5 0.0 Lumber Increase 1.15 BC 0.86 Vert(TL) -0.35 12-14 >965 240 BCL0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code IBC2003/TP12002 (Matrix) Weight:137 lb -- -1 --- -- - --- , ----- - -- - --- - - - -- --- - !LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 41-9 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. WEBS 2 X 4 SPF No.2 SLIDER Left 2 X 6 SPF No.2 3-5-6,Right 2 X 6 SPF No.2 3-5-6 I REACTIONS (Ib/size) 2=1767/0-5-8,10=1767/0-5-8 Max Horz2=107(LC 7) Max Uplitt2=-220(LC 8),10=-220(LC 9) Max Grav2=1957(LC 2),10=1957(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2772/827,3-4=-2495/842,45=-2243/759,5-6=-2097/788,6-7=-2097/788,7-8=-2248/759,8-9=-2495/842,9-10=-2770/827 BOT CHORD 2-14=-595/2262,13-14=-295/1576,12-13=-295/1576,10-12=-595/2262 WEBS 4-14=-740/316,6-14=-160/847,6-12=-160/847,8-12=-740/316 NOTES 1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf;BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFR$(low-rise)and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed fo C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow),Pf=38.5 psf(flat roof snow);Category II;Exp C;PartialIV Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 3$.5 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loalds. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 220 Ib upliRlatjoint 2 and 220 Ib uplift at joint 10. 7)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referienced standard ANSI/TPI 1. LOAD CASE(S)Standard OF�SS9 !III JO M. CIVIL ! No.43029 CO) � I y0 S T ERtiO\�Q� FSS/OAL EAG 11ti.s Wss is to be fall icated per ANSVIPI quality requirrmtents.Plates shall be of size and type shown and tettered a joints unless otherwise noted.This design is based upm parameters shown,and is for an _ - ind-dual buildine eutnoenent to he installed and loaded venicaliv.Applicability of design traramgers and proper incorrioradm of component isirespensibility of twldine designer.Ceruficautn is valid mlv when _ - _ ,I Jobr?7 O�`., Q� I Truss -- _ Truss Type -.. Qty Ply -- Wright Hill II ( //�� �0805081J ^ '` F01A FLOOR 11 1 �+ 3 rJat-vS Rv--C, `�V'� _-.__-__ ___ __ Job Reference optional) _ Universal Forest Products,Belchertown,MA.01007 '------- 7.030 s Jan 3 2008 MiTek Industries,Inc.-Wed Jul 02 16:08:19 2008 Page 1 0-1-8 i- 1-3-0 ; 1-08 1-8-0- Scale=1:39AII 1.5x3 I3x8 FP- 1.5x3 _- 4x8 3x8 3x4 - 3x4 1.5x3 ;I 1.5x3 JJ 3x4-_ 3x4 3x10-- 4x10- 3x4 II 3x6- 01 q s2 ,•� _ {2`� A- 3'r __-61 :7� „10 .� 11 'x..... 12 -1329 � 4 14—_ - . � t. 2� 26 25 24 23 22 21 'O 19 18 17 1�' 15 6x6 - 6x8-- 6x6== 6x64x I-- 4x6:1I 6x6` 6x6--- 6x8=- 6x10- 3x6 1I - ' 3x10 MT20H FP 3x10 MT20H FP- 10-48 II 22-0-0 23-8-8 10-4-8 11-7-8 1-8-8 ( ) i �1[ a1o) - - - (per SPACING - 2-0-0 - r Plate-Offsets X Y: 21 0-3-0,Ed a 22:0-30,Ed e, 28 0 1 8 0- LOADING CS1 DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 40 0 Plates Increase 1.00 TC 0.70 Vert(LL) -0.5521-22 >467 360 MT20 197/144 TCDL 10.0Lumber Increase 1.00 BC 0.44 Vert(TL) -0.9621-22 >269 240 MT20H 148/108 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.06 16 n/a n/a BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight:114 lb iLUMBER BRACING TOP CHORD 4 X 2 SPF 270OF 2.2E TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 270OF 2.2E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 27=1061/0-3-8,16=1278/0-5-8 Max Grav27=1281(LC 2),16=1400(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3496/0,3-4=-6010/0,4-5=-7603/0,5-6=-8316/0,6-7=8316/0,7-8=8316/0,8-9=-7567/0,9-10=5952/0,10-11=-5952/0, 11-12=3397/0 BOT CHORD 26-27=0/2120,25-26=0/4950,24-25=0!7000,23-24=0/8124,22-23=0/8124,21-22=0/816,20-21=0/8104,19-20=0/8104,18-19=0/6953, 17-18=0/4872,16-17=0/1867 WEBS 2-27=-2389/0,2-26=0/1645.3-26=-1734/0,3-25=0/1264.4-25=-1181/0,4-24=0/719,5-24=651/0,5-22=-288/677,12-16=-2254/0, 12-17=0/1825,11-17=-1760/0,11-18=0/1287,9-18=-1195/0,9-19=0!733,8-19=-683/0,8-21=-247/718 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Load case(s)1 has/have been modified.Building designer must review loads to verify that they are crrrect for the intended use of this truss. 5)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails' Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)Due to span to depth ratio of this truss,the floor may exhibit objectionable vibration and/or deflection.Building designer to consider providing means to dampen possible floor vibration. i LOAD CASE(S)Standard Except: 1 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:15-27=-20,1-14=-80 N ( Mq P O,y I JOS H W. CHANDLER -r STRUCTURAL 1 co No.47462 /ST '3S/ FSS/OAL ENG 7/2/08 lbutrassisi•h.iaki.aJo+/.N11/I I'i wJnv::wvu:::vis.l9nsfu114W eiu m:d:mshwn aul uvu,.vldvw:Irm4v Wvma n,x.d.13u J:vei,ubwL ww:namixsua M•w:.uW:s l,J r: !:l. • �. • •.. ... • - —_ I `Job Truss - Truss Type -_.-. -._..... Qty _- Ply. . Wright Hill II -.._ :0805081J GE04 GABLE 1 1 ----_ --_- ___. _..-. __..---- ----- __----- ---_..Job Reference(optional) Universal Forest Products,Belchertown,MA.01007 7.030 s Jan-3 2008 MiTek Industries,Inc. Wed Jul 02 16:08:19 2008 Page 1 1 0-111-8 Scale=1:38.8' j 3x8 FP--= 3x4 I 1 2' 3 4 5 6 7L 8 9 10 11 12 13r 14 15 16 17 18 19 20 0 1 S�1 62 513 -$15 4 S 5i1--Sf6 -3 S 8 --- 9 -S 0 x'ST91 S �2 B2SF 3 ST 4 S- -Bi 5 S�16- 5 17d Q 101 60 ;t 6b J4 jz 61 u Zd 26 ZI ZZ) Z4 zli zz ZI 3x4 3x8 FP 3x4 I' 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13-4-0 14-8-0 16-0-0 17-4-0 18-8-0 20-0-0 21-4-0 22-8-0 23-8-8 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-40 1 A-0 1-4-0 1-4-0 1-40 1-4-0 1-4-0 1-40 1-4-0 1 A-0 1-0-0 1-0-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 plates,increase 1.00TC 007 'Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 WB 0.03 Horz(TL) 0.00 21 n/a n/a BCDL 10.0 Code IBC2003/TP12002 (Matrix) Weight:72 Ib BCLL 0.0 Rep Stress Incr NO LUMBER BRACING TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I WEBS 4 X 2 SPF Stud OTHERS 4 X 2 SPF Stud REACTIONS All bearings 23-8-8. (Ib)- Max Grav All reactions 250 Ib or less at joint(s)40,21,39,38,37,36,35,34,33,31,30,k9,28,27,26,25,24,23,22 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal w$b). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and ref*renced standard ANSUTPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d n8ils. Strongbacks to be attached to wails at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S)Standard �y JOS HW. CHANDLER t STRUCTURAL No-47462 Q. q�O, QSTER������ FSS/OAL EAG 7/2/08 1L,ew eM,aaJ.i A4�I/I lwel v .rii..l'Ligr�elld-,Aw.:mJ,w..huwrenJ,inurild,umawHv,•hrw,vnurl.ThuJ,�m,.vh..vsl unu nuv iuvsh,rwn.nnJ,xluinn f'2 1 .. • •w ... • Job (�.(�� Truss Truss T 1 - -,. Jr 61 Type — —- '°tv — Ply LU� 4 �r�t-�eCXJ!'iY"JS�j 0804210) a�iV� F01 FLOOR 12 1 Job Reference(option - -- -, - Universal Forest Products,Belchertown,MA.01007 - y g 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed May 07 14:32:06 2008 Pagel t 2-6-0 0�77� 1-7-8 Scale=1:21.61 3x4 11 3x6= 1.5x3 11 3x4 1.5x3 11 3x4 11 5x6= 1 2 3 4 5 3x4— 6 7 8 WW4 W9 W1 o 0 10 11 12 13 14 3x6— 3x8= 1.5)3 11 1.5x3 II 4x12= 6-1-8 6-10 7-9-0 13-0-0 3-4- 6-1-8 0-9-01 0-10-8 5-3-0 0-4-8 Plate Offsets(X Y):ll:Edge,0-1-81,[4:0-1 B,Edge]15 0-1_8 E - - - eLL:0-2-15,Edge] _ - - -- LOADING(psf) SPACING 2-0-0 CSI OEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.16 11 >953 480 MT20 197/144 TCDL 10.0 Lumberincrease 1.00 BC 0.90 Vert(TL) -0.28 14 >561 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 }iorz(TL) 0.01 8 n/a n/a BCDL 5.0 Code TP (Matrix) Weight:50 lb LUMBER PRACING TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 �OT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (lb/size) 9=708/0-3-8,8=708/0-4-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-9_106/0,1-2=0/0,2-3=-2555/0,3-4=-2555/0,4-5=-255310,5-6=-1746/0,6-7=-1746/0,7,�8=-1750/0 BOT CHORD 9-10=0/1740,10-11=0/2556,11-12=0/2553,12-13=0/2553,13-14=0/0 WEBS 4-11=-174/89,5-12=-54/80,2-9=-1834/0,2-10=01861,3-10=274/63,4-10=-374/298,8-130/1831,6-13=-261/6,5-13=-910/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refer"standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each thus with 3-16d nils. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard OF ? 1 JO M. CIVIL + No.43029 Q- �O�FG/STER�� 19S /0 EAG Ill This puss is m be fabricatul per ANSI/111 quality requirements.I'lales shall be of sisc and type shown and=tered ai joints unless txherwiw noted.This design is based upm parameters shown,and is for w c..--- la__J....a..' - - - - Job Truss Truss Type Qty ply 080421 Uo vernal Forest Products,Belc F02 FLOOR 12 1 Job - Reference optional) -- - - hertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed May 0714:32:06 2008 Page 1 048 i 1 l 2-" 1-6-0 1 1-5-0� Q i SC81e=1:27.7; 1.5x3 11 1.5x3 II 5x8= 4x4 11 1.5x3 11 3x6= 3x4= 1.50 11 06= 3x8 FP= 4x4 II 6x8= 1 21 2 3 4 12 5 6 7 8 9 10 11 22 12 W 5 W1 11 �o 0 13 14 15 10 17 18 19 20 5x16= 1.513 11 4x4= 3x10 MT20H FP= 5x16= 3x8= 4- 8-9-0 9-6-0 10-3-0 16-11-0 17-3- 0-4-8 84-8 0-9-0 0-9-0 6-8-0 0-4-8 Plate Offsets X, - ( Y):j6:0-1-B,Edge1,-(1701 8rEdge1 -- -- - LOADING(psf) SPACING 2-0-0 CSI OEFL in (lac) I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.72 Vert(LL) -0.42 16 .198 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.81 TQ -0.65 16 >319 240 MT20H 148/108 BCLL 0.0 Rep Stress Incr YES WB 0 67 orz(TL) 009 12 We n/a BCDL 5.0 Code IBC2003ITP12002 1 (Matrix) 1 Weight:70 lb LUMBER );RACING TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins. BOT CHORD 4 X 2 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib(size) 1=947/0-4-0,12=947/0-4-0 i FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-21=2611/0,2-21=-2609/0,2-3=-2607/0,3-4=-2647/0,4-5=-4701/0,5-6=-4701/0,6-7=-477/0,7-8=-4577/0,8-9=-2652/0,9-10=-2652/0,10-11-2611/0,11-22=2613/0,12-22=-2615/0 BOT CHORD 13-14=0/0,14-15=0/4103,15-16=0/4587,16-17=0/4577,17-18=0/4046,18-19=0/4046,19F20=0/0 WEBS 6-16=-293/102,7-17=-263/0,1-14=0/2716,3-14=-244/0,4-14-1530/0,4-15=0/712,5-15#376/85,6-15=-406/598,12-19=0/2720,10-19=249/0,8-19=-1471/0,8-17=0/824 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refere5Ocedd standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each thus with 3-16d nailsl Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard 0F i S,�Qy'CH IVigs� JO M. CIVIL -1 No.43029 to Q- �PO�FGIS TERES SSS/OAL EAG �I This truss is to be fabriuuxi per ANSI/IPI quality requirements.Plates stall be of size and type shown and onuxed at joints sinless otherwise nptecl.This design is hased upon parameters shown,and is(bum JobTruss TTruss Type Qh Ply - - -- - -- - -- _ - - - - 0804210J F02A 'FLOOR 3 --- 1 __?Job Reference(option Universal Forest Products,Belchertown,MA.01007 .030 s Jan 3 2008 MiTek Industries,Inc. Wed May 07 14:32-:07 2008 Page 1 0-4-8 I 2-6-06-0 1-6-0 1 2-3-12 Scale=129.31 1.5x3 11 1.5x3 11 5x8= 4x4 II 1.5x3 II 3x6= 3x4= 3x4= 3x8 FP= 3x10= 3x4 11 ', 1 20 2 3 4 TP 5 6 7 8 9 10 11 Tq W WS 10 W1 13 5 a 12 13 14 1 16 17 18 5x16= 1.5 II 1.5x3 It 4x10= 3x8 FP= 3x8= 3x8= -4- 8-9-0 9- 0 10-3-0 18-0-12 0-4-8 8-4-8 0-91-0 0-9-0 7-9-12 -- - - - - Plate Offsets(X,Y): [6:0 1-8,Ed_gel,17:0 1-8,Edge] LOADING(psf) SPACING 2-0-0 i CSI pEFL in (loc) I/deft Ud I PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Nert(LL) 0.42 15 >508 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.66 15 >324 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.01 19 Na n/a BCDL 5.0 Code IBC2003/TPI2002 (Matrix) Weight:70 lb -- LUMBER - ',BRACING ....-- TOP CHORD 4 X 2 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 2100F 1.8E 1BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 1=98310-4-0,19=987/0-3-8 FORCES (lb)-Maximum Compression/Maximum Tension I TOP CHORD 11-19=-10810,1-20=2725/0,2-20=-272310,2-3=-2722/0,3-4=-2761/0,4-5=-5027/0,5-6=6027/0,6-7=-4979/0,7-8=-420010,8-9=-4200/0,9-10=-4200/0,10-11=0/0 BOT CHORD 12-13=0/0,13-14=0/4320,14-15=0/4983,15-16=0/4979,16-17=0/4979,17-18=0/2562,18-19=0/2562 WEBS 6-15=255/164,7-16=-76/130,1-13-0/2835,3-13=245/0,4-13=-1638/0,4-14=0/805,5.14�=-375/110,6-14=-5121539,10-19=-2700/0,10-17-0/1730,9-17=-269/0,7-17=-1076/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referelnoed standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nils. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chard bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. LOAD CASES) Standard H OF titgSs9 JO M. CIVIL I No.43029 MOS FG/ST ER�O F'9S/OAL EAG i This vuss is w be fahric ted W ANSI/IPI quality requiremtatts.Mates lull be of sire and type shown and entered a[joints-1—ah—nJXW.'this design i.s h—d upn parameters shown,and is fa an ...,u.d,t.,,iti,an:...�,,...,,.,,.,,,,....:....,,uP,i,.,n i,.,n...,,....,u., n...,r.�,Mu,.,,,ra...:............wP..,..n.,..........,.,,.....,....,,e„„...,,,,,A.,y.,....,.:Mr.,.,,.rr.,u:.,..n...:..,a. ro...r.,.,,.,.,...,,t.n,.,i.,,.a,a., 1� 1 iT_:....�....I C..�....a T_..J....►.. 1 - - - - - - Job 1 Truss T Ply 0804210J F03 iFLOOR YPe Qty 1 Job Reference(optional_ Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed May 0714:32:07 2008 Page 1 0-4-8 2-6-0 �9 1 6 0 1 2-3-12 Scale=1:33.4j 3p 6= 1.5x3 11 5x6= 3x4 11 1.5x3 II 3x6= 1.50 II 1.53 11 3x4= 3x8 FP= 3x6= 3x4 II 1 2 3 4 5 6 7 8 9 10 11 12 Tq W W4 W 7 10 W1 13 5 11a to 13 14 15 16 17 18 19 3x10= 3x8= 3x = 1.5x3 11 3x8 FP=3x8= 3x6= i i, -4- 11-3-0 12-0-012-9-0 20-6-12 0-4-8 10-10-8 0-9-0 0-9-0 7-9-12 Plate Offsets(X,Y): (1.0-0-1,Edge],j801 6�116:0-1-8,Edge] _ LOADING(Ps)f SPACING 1-0-0 CSI OEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 0.0 Lumber Increase 1.00 BC 0.98 1.00 TC 0.61 Vert(LL) -0.4315-16 >557 480 MT20 197/144 Vert(TL) -0.6815-16 >355 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 4orz(TL) 0.01 20 n/a n/a BCDL 5.0 Code IBC2003/TP12002 (Matrix) Weight:761b LL NBER $RACING TOP CHORD 4 X 2 SPF No.2 JOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 EPTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (lb/size) 1=552/0-4-0,20=552/0-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 12-20=-54/0,1-2=1445/0,2-3=-1442/0,3-4=-1442/0,4-5=3007/0,5-6=-3007/0,6-7=-3055/0,7-8=-3046/0,8-9=-2434/0,9-10=-2434/0,10-11=-2434/0,11-12=0/0 BOT CHORD 13-14=0/01 14-15=0/2421,15-16=0/3148,16-17=0/3046,17-18=0/3046,18-19=0/3046,19-x20=0/1456 WEBS 7-16=-102/235,8-17=16!75,1-14=0/1513,3-14=-99/0,4-14=-1034/0,415=0/619,5-15=-1125/0,6-15=306/42,6-16=-338/153,11-20=-1535/0,11-19=0/1034,9-19=-131/17,8-19=-757/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSIfTPI 1. 3)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Stfongbacks to be attached to walls at their outer ends or restrained by other means. 1 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect thus backwards. LOAD CASE(S) Standard OF JO M. CIVIL — No.43029 q O�FG/STER�� FSSlOAL EAG III This wss is h,he falxiraled per ANSVfPT quality requirements.Plates shall he of sim and type ho and an Ld at jrinls unless otherwise nuled.'Rus design is based uptn parameters sho ,and is f an ..„n,.n v----a n---I....a.: - -- - Job Truss -- Truss Type Qry Ply I0804210J F03A FLOOR 1 1 Job Reference(optional) _ Universal Forest Products,Belchertown,MA.01007 4 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed May 0714:32:08 2008 Page 1 0-6-3 2-6-0 t 2-0-1 1-6-0 , 2-3-12 Scale:3/8"=11 5x6 zz� 3x4 11 1.5x3 11 3x6= 1.5x3 11 3x4= 3x4= 1.50 11 3x8 FP= 3x8= 3x4 11 1 2 3 4 5 6 7 8 9 10 11 12 I TP W WS W7 10 W1 Tq 13 5 RP I 13 14 15 1E 17 18 19 5x16= 3x8= 1S 3 11 3x10 MT20H FP= 3x10= 3x6= 1.50 II 11-10-12 6- 10-4-12 1-1-1 19-8-8 0-6-3 9-10-9 0-9-0 0-9-0 7-9-12 Plate Offsets(X Y).12:Ed [8:0-1-8,Edge] 1 __ _. ---- ----- --.— -i LOADING(psf) SPACING 1-4-0 1 CSI TEFL in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.93 Vert(LL) -0.48 15-16 >488 480 MT20 197/144 I TCDL 10.0 Lumber Increase 1.00 BC 0.62 �ert(TL) -0.75 15-16 >313 240 MT20H 148/108 l BCLL 0.0 Rep Stress Incr YES WB 0.66 IZrz(TL) 0.02 20 n/a n/a TOP CHORD 4 X 2 SP Code IBC2003lTPI2002 (Matrix) ORAaNG __—_-_ WeigM761b BCDL 5.0 h LUMBER F 21 OOF 1.8E OP CHORD Structural wood sheathingdirectly applied, except end verticals. BOT CHORD 4 X 2 SPF 210OF 1.8E $OT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (lb/size) 1=715/0-2-3,20=718/0-3-8 I FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 12-20=-72/0,1-2=-0/0,2-3=2141/0,3-4=-2152/0,4-5=-2226/0,5-6=-3950/0,6-7=-3950/0,7-8=-3904/0,8-9=-3143/0,9-10=-3143/0,10-11=-3143/0,1 t-12=0/0 BOT CHORD 13-14=0/0,14-15=0/3278,15-16=0/3904,16-17=0/3904,17-18=0/3904,18-19=0/3904,19?20=0/1887 WEBS 7-16=-119/50,8-17=-34/127,2-14=0/2300,4-14--440/0,5-14=-1106/0,5-15=0/710,6-15=1227/0,7-15=-389/359,11-20=-1989/0,1 t-19=0/1327,9-19=-177/17,8-19=961/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 4)This truss is designed in accordance whh the 2003 International Building Code section 2306.1 and referee cedl starldard ANSI/TPI 1. 5)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-164 nails. St ongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard OF�9SS9 JO M. -a CIVIL No.43029 Q- O�FG/S T ERE FSS/OAL ENG II )his truss is in be fabricated per ANSMI quality reyuir annus.Plates shall he of sic and type shown and cmured at jmnts unless txherwise nixed.This design is based upas parameters stwwn,and is t an C..�....It n--j-4— - - _ - --, Job Truss Truss Type of Y 0804210J F04 FLOOR 4 1 -Universal -- - - L - - - --- - - - �Job Referencetptional - - iForest Products,Belchertown,MA.01007 __ 7.030 s Jan-3 2008 MiTek Industries,Inc. Wed May 07 14:32:08 2008 Pagel 0-4-8 2—-" 1-6-0 1-5-0 �1 —� SCale=1:27. 3x8 FP= 6x10= 6x6= 3x8 FP= 3x6 II 5x8= 3x6 11 6x6= 3x6 11 3xE I I 3x6 11 1.5x3= 1 20 2 3 4 5 6 7 8 9 10 11 T1 0 W WS W7 Wt 1512 9 12 13 14 15 16 17 5x16= 3x8= 44= 4x6= 3x8 FP= 3x8- 4 11-3-0 12-0-0 12-9-0 17-0-8 0-4-8 10-10-8 0-9-0 0-9-0 4-3-8 , PlateOffsels X - -- { Y)._[8:0-30,0-ali],[15:o18,Edge],[16:0-18,Edgej[190-1-8,0-0-8L LOADING(psf) SPACING 2-0-0 CSI IDEFL in (loc) I/dell Ud T PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.89 Vert(LL) -0.41 14-15 >500 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.79 ! Vert(TL) -0.63 14-15 >322 240 BCLL 0.0 Rep Stress Incr YESWB 0.83 Horz(TL) 0.01 18 n/a Na BCDL 5.0 Code IBC2003/TPI2002 (Matrix) Weight:82 Ib LUMBER BRACING I TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 2100F 1.8E ;BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (lb/size) 1=927/0-4-0,18=924/0-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 18-19=128/0,11-19=128/0,1-20=-2789/0,2-20=-2789/0,2-3=-2840/0,3-4=-4890/0,4-5$-4890/01 5-6=-4890/0,6-7=3962/0,7-8=-3899/0,8-9=-3899/0,9-10=-3899/0,10-11=10/0 BOT CHORD 12-13=0/0,13-14=0/4251,14-15=0/4500,15-16-0/3899,16-17=0/2438,17-18=0/2438 WEBS 7-15=0/796,8-16=-616/0,1-13=0/2903,2-13=331/0,3-13=1474/0,3-14=0/670,414=-2$0/0,6-14=-114/537,6-15=-1080/0,10-18=-2553/0,10-16=0/1674 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refereinced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-164 nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chard bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard -N OF M9 P�' S JO M. CIVIL �+ No.43029 co Q- G/STER�� FSS/OAL ENG 7Li.s truss us to he falxiuW Per ANSI/'rPI quality roquirements.Plates shall he of size and type shown and t trrLd al joints unless(ahcrwise n0W.7Lis design is based upon Parameters shown,and is kr an ,.,i.,,.a...., t+� 1 �T�....._....1 C..�....a l��...L...a., ----- -_... - - - — -_Oty.-----j Ply - Truss Truss T 080421 0) F04A FLOOR 1 t Job Job Reference(optional) LUniversal Forest Products,l3elchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed May 0714:32:09 2008 Page 1_i 0-6-3 2-6-0 1 8 1 1-5-0 1 r � =127.5'I 6x10= 3x8 FP= 3x6 II 3x8 FP= 6x8= 3x6 11 6x6= 3x6 11 6x6 11 3x6 11 1.54= 1 2 3 4 5 6 7 8 9 10 11 0 W 5 W7 W1 11 19 a d 12 13 14 15 16 17 5x16= 3x8 1.54 11 4x6= 3x8 FP= 3x8= 10-10-11 11-9-12 12-6-12 1 - l 6 10-4 0-5-11 10-5-0 0-11-1 0-9-0 4-3-8 Plate Offsets JX,Y): [2:a0-8,Edgel17:0-3-0,Edge] [8:0-3-0 0-0-0111 6 0-1 8,E�1-8,0-0-8] (lugSPACING bEFL in (Icc) Udefl Ud PLATES GRIP TCLL 40.0 I P a ems IIn reale 2.00 TC 0.92 Vert(LL) -0.3914-15 >515 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.62 Vert(TL) -0.60 14-15 >333 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.02 18 Na n/a BCDL 5.0 Code IBC2003/TP12002 (Matrix) i i Weight:80 lb LUMBER IBRACING - - - - TOP CHORD 4 X 2 SPF 270OF 2.2E ITOP CHORD Structural wood sheathing directly applied, except erns verticals. BOT CHORD 4 X 2 SPF 2700E 2.2E ;BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (lb/size) 1=915/G-2-3,18=914/G-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 18-19=136/0,11-19=-136/0,1-2=-0/0,2-3=-2991/0,3-4=-3109/0,4-5=-4862/0,5-6=-4880,6-7=-4882/0,7-8=-3936/0,8-9=-3936/0,9-10=-3936/0,10-11=-10/0 BOTCHORD 12-13=0/0,13-14=0/4161,14-15=0/3936,15-16=0/3936,16-17=0/2393,17-18=0/2393 WEBS 7-15=-141/0,8-16=-634/0,2-13=0/3193,3-13=-754/0 1 4-13=-1098/0,4-14=0/757,5-14=-4j49/0,7-14=-30/1168,10-18=-2506/0,10-16=0/1771 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. j 3)This tnfss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-164 nailg. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard IN OF All I � JO M. CIVIL No.43029 /S TEFtE� FSS/OAL ENG 7}uis w.ss is to be fab—ted per ANS VfPI quality requirements.Plates shall be of si a and type shown and centered at joints unless otherwise noted.This design is lased upn parameters shown,and is fur an i ob - -- -- - Type - — ---]ah y Job Truss Truss T Pl 210J F04B OUn versa)Forest Products,Belchertown,MA.01007 FLOOR 1 1 -- -----_ -_ --_-- - , 1- -_ 1Job Reference�o_ptional) — - 030 s Jan 3 2008 MiTek Industries,Inc. Wed May 07 14:32:09 2008 Page 1 0-6-3 t 2-6-0 1-8-1 1-6-0 1-5-0 CY =1:25.91 1.5x3 II 6x6= 3x4 11 1.5x3 11 3x6= 1.51x3 11 3x4= 1.5x3 11 3x6= 1.5x3= 1 2 3 4 1 11 5 6 7 8 9 10 0 W 4 W W 10 m 17 11 12 13 14 15 'I 3x10= 3148= 1.5)3 II 3x4= 3x6= 5-1 10-0-12 10-9-12 11-6-12 15-10-4 0-5-11 9-7-1 0-9-0 0-9-0 4-3-8 Plate Offsets(X,Y):12:0-0-8,Edge],[7.0-1 8,Edgel115 0 1-B,Ed�e] LOADING 10.0 - - - --- - —- - - (Rsf) CDL SPACING 1-0-0 CSI OEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.60 Vert(LL) -0.24 13-14 >785 480 MT20 197/144 Lumber Increase 1.00 BC 0.83 V�rtjl-) -0.37 13-14 >511 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 F(orz(TL) 0.00 16 Na n/a BCDL 5.0 Code IBC2003/TP12002 (Matrix) Weight:58 lb - UIMBER BRACING TOP CHORD 4 X 2 SPF No.2 TROP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 OOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (lb/size) 16--429/0-3-8,1--430/0-2-3 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 16-17=-59/0,10-17=-59/0,1-2=-0/0,2-3=-1307/0,3-4=-1308/0,4-5=1308/0,5-6=1985/0,�-7=-1985/0,7-8=-1640/0,8-9=-1640/0,9-10=-4/0 BOT CHORD 11-12=0/0,12-13=0/1793,13-14=0/1640,14-15=0/1640,15-16=0/1070 WEBS 7-14=-117/0,8-15=-221/0,2-12=0/1373,4-12=221/0,5-12=512/0,5-13=0/202,6-13=-183{0,7-13=-10/458,9-16=-1128/0,9-15-0/676 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referert)ed standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-164 nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASES) Standard N OF JO M. CIVIL No.43029 fn Q- �O�FC/STER�� FSS/OALENO �l This truss is to he fabricated per ANS11171 quality requirements.plates shall he of size and type shown and c tt W at jrints mless otherwise no".This design is haled upm parauuu,rs shown,and is form 49-1 Job ITruss - ---- truss Type -- r --�cty Ply - - -- 0804210J F05 FLOOR 2 1 1 Job Referen Copt oval) - - Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed May 07 14:32:10 200E Page 1 0-6-3 �- 2-"0 2-5 13 1-" 1-5-13 0 6 3 ~�1:19.3 6x6= 3x4 11 1.5x3 11 3x4 i= 1.50 11 3x4 11 6x6-- 1 1 2 3 4 5 6 3x4= 7 8 9 10 1 W3 6 -- o � 0 11 12 13 14 15 16 4x12= 1.5 II 1.50 11 4x12= 0-6-3 5-9-0 6 6-0 7-3-0 11-5-13 12-0-0 0-6-3 5-2-13 0j 9-0 0-9-0 4-2-13 0-6-3 Plate Offsets(X Y). [5:0-1-8,Edge],[6:0-1 8,Edge],[9:0-2-15 Edge1__ - - - _-- LOADING(psf) SPACING 2-0-0 CSI OEFL in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.91 Vert(LL) -0.2212-13 >667 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.79 yert(TL) -0.39 16 >365 240 BCLL 0.0 Rep Stress Incr YES WB 0.98 - Horz(TL) -0.02 10 n/a n/a 1 BCDL 5.0 Code IBC2003(TP12002 (Matrix) Weight:45Ito LUMBERg y applied re 10-0-0 ce bracing. --- LRACING TOP CHORD 4 X 2 SPF N0.2 CHORD Structural wood sheath! diredl Tied. BOT CHORD 4 X 2 SPF No.2 CHORD Rigid ceiling direct) WEBS 4 X 2 SPF Stud REACTIONS (lb/size) 1=655/0-2-3,10=65510-2-3 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/0,2-3=-1889/0,3-4=-1890/0,4-5=-1890/0,5-6=-2205/0,6-7=-1868/0,7-8=1868/0,8-9=-1867/0,9-10=0/0 BOT CHORD 11-12=0/0,12-13=0/2205,13-14--0/2205,14-15--0/2205,15-16=0/0 WEBS 5-13=-84/35,6-14=-47/98,2-12=0/1983,4-12=-42810,5-12=-538/0,9-15=0/1960,7-15=-341/0,6-15=-588/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1,10. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails.]Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard i OF ? 'I JO M. ' � I CIVIL No.43029 Q- STERES\�Q� 3,30 1-EAG This wss i.s to be fahriwted per ANSIfM quality requiremratts.Plates shall he of sin and type st—and ead rW at joints unless otherwise noted.This design is haled upon parameters shown,and is fm an ndnndn.I LdlA:nn.n.nn.om,mMln.r.ilM end nnodnd oan:�olin Ann1...til:rodd.don.w...••Pra. .nA.•r•.w.:e�•...•.•..r:..,n(.n.n.•..•,.•,I. o:IJl:rnnl6•:Idm�daNnna. (`an:f.�oN..•lo n.l.d mh,n6Pn r4R. I i1�.�..,�,.,.f r----4 n_..J....a.. _- - __ -Job Truss Truss Type !(hy plyI - 0804210J F05B FLOOR 1 1 - - -- - -* - --- — - - - Universal Forest Products,Belchertown,MA.01007 Job Reference(optional) .030 s Jan 3 2008 MiTek Industries,Inc. Wed May 0714:32:10 2008 Page 1 0-6-3 2-6-0 ) 0-10-1 1 16-0 0-5-1 I 0-6-3 Scale 1:14 6x6= 3x4 11 1.5x3 11 3x4 1.5x3 11 3x4 11 6x6= 1 2 3 4 5 6 3x4= 7 8 9 10 1 W 0 rn 0 11 12 13 14 15 16 3x8= 1.5x 3 11 ',. 1.5x3 I 3x8= 8-312 0-6-3 4-1-4 4-10-4 5-7-4 8-9-5 9-3-8 0-6-3 3-7-1 0-9-0 0-9-0 3-2-1 0-6-3 Plate Offsets jX Y): [5:0-1-8,Edge],[60-1-8,EdAlel I9:0-2-15,Edge1---- -- - -- -- -- _- -- LOADING(psi) SPACING - 1-0-0 CS1 TEFL in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) 0.05 13 >999 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 'C0 Vert(TL) -0.14 11 >771 240 BCLL 0.0 Rep Stress Incr YES WB 0.35 Hlorz(TL) -0.00 10 n/a n/a BCDL 5.0 Cade IBC2003/TP12002 (Matrix) Weight:361b -- - - - - -- - - 1_- LIAUBER LRACINGTOP CHORD 4 X 2 SPF No.2 CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 4 X 2 SPF No.2 CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REAC11ONS (lb/size) 1=253/0-1-0,10=253/0-1-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-0/0,2-3=-674/0,3-4=-674/0,4-5=-674/0,5-6=-655/0,6-7=679/0,7-8=-679/0,8-9=-6X9/0,9-10=0/0 BOT CHORD 11-12=0/0,12-13=0/657,13-14=0/655,14-15=0/656,15-16=0/0 WEBS 5-13=-46/7,6-14=-58/17,2-12=0/708,4-12=-195/0,55-12=-99/90,9-15=0/713,7-15=-230/0 6-15=-115/139 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1,10. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referer)ced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-164 nails.]Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard OF �t`�1 SSy I � JO M. CIVIL i No.43029 /S TER�� FSS/OAL E�6 7Lis wss is to be fabricated per ANSInTI quality requirements.f9ates.dell he of si a and type shown and crntered at joints unless a h—i.se noted.Tba design is haled upw parameters shown,and is fiv an ..n..,.m„it.,�u:.,.,�,..,,.,...,..,,,,,b:...,nanC..�....4 11111-1-4— i Job - Truss. - Truss Type Qty Ply _ - 0804210J F05A FLOOR Universal Forest Products,Belc---- - - 1- Job ReferenceAoption�_ _ _Y 9- hertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed May 07 14:32:11 2008 Pae 1 0-6-3 2-6-0 1-10-1 6 0 1-5-1 0-6-3 r i ♦ Scale-�1:18.1�: 6x6= 3x4 11 1.54 11 3x4 1.54 11 3x4 11 6x6= 1 2 3 4 5 6 3x4= 7 8 9 10 1 W 6 W 0 131, ------------ m 0 11 12 13 14 15 16 3x8= 1.5x 3 11 1.54 11 3x8= 0-6-3 5-1-4 10-9-5 11-3-8 0-6-3 4-7-1 5-8-1 0-6-3 Plate Offsets(X,Y):15:0-1-8,Edgel16:0-1-8,Edge1[9.0-2-15 Edgel---_- - - - -— - LOADING(psf) SPACING 1-0-0 CSI QEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) 0.09 13 >999 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.34 Vert(TL) -0.18 16 >750 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 I-brz(TL) -0.01 10 n/a n/a BCDL 5.0 I Code IBC2003/TP12002 (Matrix) Weight:42 Ib !!LUMBER BRACING TOP CHORD 4 X 2 SPF No.2 TIOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 4 X 2 SPF No.2 EIOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 1=308/0-1-0,10=30810-1-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-0/0,2-3-868/0,3-4-869/0,4-5-869/0,5-6=-974/0,6-7=-866/0,7-8=-866/0,8-9=-860/0,9-10=0/0 BOTCHORD 11-12=0/0,12-13=0/974,13-14=0/974,14-15=01974,15-16=0/0 WEBS 9.15=0/909,2-12=0/911,7-15=191/0,4-12=-197/0,6-15=-230/13,5-12=222/9,5-13=-36/20,6-14=-30/32 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1,10. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/rPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails.;Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard II SN OF MAS JO N M. CIVIL No.43029 �Oc FC/S T ERE FSS/OAL ENG This w.cs is to be falmuted per ANSUTPI quality requirements.Plates shall be of size and type shown and centered at joints unless t tberwise noted.This design is based upon Parameters shown,and is for an i.,.,�... IMF 1 ii�.....�....1 C.._....0-Tom..J....t.: r Jo �4 (Truss Truss Type -- _ -- Oily ply Jot once�op�.00f1�� IN _S 4 S 0804241J F02GR FLOOR 1 1 Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 0215:58:50 2008 Page 1 0-1-8 H I 1-7-12 1-3-0 11 'Scale=1:9.6 1 3x4 II 2 4x6= 3 06= 4 3x4 II Aku W2 BL1 B 132 7 8 6 9 5 6x6= 6x6= 6x6 f 5-10-12 5-10-1$ Plate Offsets(X,Y): (1:Edge,01 8] _ LOADING(psf) SPACING 2-0 0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.46 VErt(LL) -0.10 6-7 >649 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.16 6-7 >412 240 BCLL 0.0 Rep Stress Incr NO WB 0.69 Hbrz(TL) 0.01 5 n1a n/a BCDL 5.0 Code IBC2003/TPI2002 (Matrix) Weight:30 Ib LLMABER - BRACING TOP CHORD 4 X 2 SPF No.2 TIDP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 7=1342/0-3-8,5=1521/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2835/0 BOT CHORD 7-8=0/1876,6-8=0/1876,6-9=0/1660,5-9=0/1660 WEBS 3-5=-1928/0,3-6=0/1401,2-6=0/1144,2-7=-2064/0 NOTES 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refereribed standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-164 naffs.',Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)747 Ib down at 1-2-4,and 747 Ib down at 3-2-4,and 747 Ib down at 5-2-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-7=-10,1-4=-100 Concentrated Loads(Ib) Vert:6=-747(F)8=-747(F)9=-747(F) OF/�gSS9 I JO M. CIVIL No.43029 /STE FSS/OAL ENG 7hix uuss ism he fabnuwd per ANSUM quality rcquio—nts Plates:hall he of size and type shown and catered at joints unless mherw.naps.'[his design is lased up-parameters sh—and is fix an ind,y dnal huildine aunoatmt to he in.aalied and loaded venicaliv Applicability of desien wamaus and prover incomoration of comtnnent is iks[xnsibility of hhildine desien—k'ernficahhn is valid only whey - - - - Job Truss - TTruss T - YPe Qty ly Pl 0804241J F06 FLOOR (p _� Industrie-,--Inc. Wed Jul 02 15:5851- ---- -_--9e 1 2 1 1s, 2008 Pa -1 - - - ----- __ � - -1Job Reference o tional Universal Forest Products,Belchertown,MA.-01007 7.030 s Jan 3 2008 MiTek- 0-1-8 H 1 2-6-0 I 0-9-0 1-6-0 I 2-4-8 1 SCale=1:21.5 1.5x3 II 1.5x3 II 1.5x3= 3x6= 1.54 11 3x4 1.5x3 11 3x6= 1.54= !, 1 2 3 4 5 6 7 W W3 W W9 16 a a 3 15 11 10 9 3x6= 3x6= 3x8= 1.5 3 1 f 3x6= 6-3-0 �-0-0 7-9-0 13-0-0 6-3-0 00-0 0-9-0 5-3-0 Plate Offsets(X,Y): 14:0-1-8,Edge],[9:0-1-8,Edge] - --- - - - LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.44 Vert(LL) -0.16 10 >964 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.25 8-9 >606 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 ;Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code IBC2003/TP12002 - I- (Matrix) Weight:47 lb LUMBER - - - - - - BRACING TOP CHORD 4 X 2 SPF No.2 Ii TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud i i REACTIONS (lb/size) 8--69410-3-8,12--694/G-3-8 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2464/013-4=-246410,4-5=-245810,5-6=-2458/0 BOT CHORD 11-12=0/1668,10-11=0/2464,9-10=0/245818-9=0/1611 WEBS 2-12=1763/0,2-11=0/841,3-11=-259/59,4-11=-361/276,6-8=-1710/0,6-9=0/934 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refergnced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nail4. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 'CH OF Mq JO M. CIVIL No.43029 ASO�Fc/STERE FSS/OAL EAG 'Ibis tms is to he fabricated per AN51/fPI quaht}r yuiremeots Plates shall be Mize and type shown and nteced at mints unless aherwise pted Th design ix bascvl uptm pa amuen shown,and is ra an individual buildin¢a mommt to bemaalled and It ceded venically.Anniicability td desien naramaers and prop's inc(r aum of commmmt t�re mmsibility oC h.1dine desitmtx Cerdficat cs valid mlv when Job Truss - - - - -— -- - cuss TYPe .QtY f Ply 0804241J F06A FLOOR 1 1 Universal Forest Products,Belc _ - -- Job Reference{optional hertown,MA.01007 7.030 s Jan 3 2008 MITek Industries,Inc. Wed Jul 02 15:58:51 2008 Page 1 0-1-8 H i 14)-0 2-6-0 2-3-0 1-6-0 1-3-0 2-6-0 1 =1:21.5� 4x4= 4x4= 1.513= 1.5x3 I 1.5)3 11 1.5x3 I I 3x6= 1.5x3 11 1. x3= q14 33x6= 4g6 7 g11 6W4 W5W W915 -131 17 12 11 9 1.5x3 II 4x8= 3x4 3x4= 4x8= 1.50 II 1-1-12 6-3-0 7-0-0 7-9-0 11-10-4 13-0-0 1-1-12 5-1-4 (r9-0 0-9-0 4-1-4 1-1-12 Plate Offsets(X,Y): [1 Edge,0-1 8],[8:0-1-8,Edge] (11_D t-8,Edge],1 1- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 !Vert(LL) -0.0912-13 >999 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.47 Vert(TL) -0.1712-13 >741 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 ;Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2003/TP12002 -- (Matrix) Weight:481b -_ --- --- LIMBER BRACING TOP CHORD 4 X 2 SPF No.2 j TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 i BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (lb/size) 13=1194/0-3-8,10--119410-3-8 Max Grav 13=1199(LC 2),10=1199(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=0/673,2-3=0/673,3-4=-1004/256,4-5=1004/256,5-6=-1004/256,6-7=0/687,7-8=0/87 BOT CHORD 12-13=-390/602,11-12=-256/1004,10-11=389/588 j WEBS 1-13=-853/0,3-13=-1 261/0,3-12=0/56418-1 0=-870/0,6-10=-1260/0,6-11=0/617 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refer4rlced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-164 nail Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)500 lb down at 0-2-4,and 500 Ib down at 12-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-14=10,1-8=-100 Concentrated Loads(lb) Vert:1=-500 8=-500 �-�y1 OF M9g JO M. CIVIL No.43029 2 ASO G/STER������ S/OAL E� This Miss is to be fabric lcd per ANSI/IPI quality raluiremmts.Plates shall he of size and type shown and—t—d m joints unless otherwise notal.This design is haled uptu p.—=—h—and is fm an -• .^ _ ` individual buildine atmmmmi to he and d landed vertically.Armlicablity of desien parameters and wtm inaxpraim of compmmt to respmtibility of huildine devener ('aMieaum is valid mlv when I -- - . Job — iTruss Truss-Type - (:W__ .Ply FLOOR 1 1 E OUn ve�sal Forest Products,Belc'F06B Job Reference(optional) hertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 15:58:52 2008 Page 1 0-1-8 H —� I 2-6 0 1- I 2-6-0 01_T8 SCale=1:21.5' x6= 4x6 1. = 5x8= 1.5x3 II 4x6 1.5x3 II 5x8= 1 x3= if 2 21 3 4 5 46= 6 7 8 8 W W9 20 7 19 16 15 10 9 1.5x3 II 5x8= 5x8= 3x II 3x4 II 5x8= 5x8= 1.5x3 II 3-0-0 6-0-0 13-0-0 3-0-0 3-0-0 7-0-0 Plate Offsets(X,1): [1:Edge,0-1-8],[4:0-1-8,Edge],[5:0-1-8,Ecge118_0-1-8,Edge1 LOADING(psf) SPACING 2-0-0 CSI CIEFL In Ice Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.83 Vert LL n/a Na 9% MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.35 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) -0.02 11 n/a n1a BCDL 5.0 Code IBC2003/TP12002 (Matrix) Weight:50 lb LUMBER $RACING TOP CHORD 4 X 2 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 4 X 2 SPF Stud 10-0-0 oc bracing:15-16,9-10. REACTIONS (lb(size) 14=2193f7-0-0,11=2193f7-0-0,13=-499f7-0-0,12=-499(7-G-0 Max Uplift 13=-651(LC 4),12=-653(LC 4) Max Grav 1 4=2230(LC 2),11=2230(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 'TOP CHORD 1-2-0/1325,2-21=0/4091,3-21=0/4091,3-4=0/4091,4-5=0/2066,5-6=0/4094,6-7=0/4094,.7-8-0/1325 BOT CHORD 14-15=-2571/0,13-14=-2066/0,12-13=-206610,11-12=-206610,10-11=-2571/0 I WEBS 1-15=-1716/0,2-15=0/1656,2-14=1977/0,3-14=-253/0,8-10=-1716/0,7-10=0/1656,7-114-1982/0,5-11=-2236/0,4-14=-2237/0,4-13=0/655, 5-12=0/658 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift all jt(s)13 and 12. 3)Non Standard bearing condition. Review required. 4)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)500 II>down at 0-2-4,500 lb down at 0-2-4,and 500 Ib down at 12-9-12,and 500 Ib down at 12-9-12 on top chord. The design/selection of such connection device(s)!is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are rated as front(F)or back(B). LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-10,1-8=-100 Concentrated Loads(lb) Vert:1=-1000(F=-500,B=-500)8---10W(F=-5W,B=-500) kA OF JO M. CIVIL No.43029 �OFFG/STI- 0AL ENG 1hi.s ass is to M fatuicafed per ANSI/f PI quality rcgmrumertts Plates shall be rd sire and type shown and centered ai jtunts unless otherwise noted This devgn is based apon parameters sh(v.and is fm an individnal IAiddine comucont to M installed and loaded vertically Armlicahilov of demen trarameters and orooer in—voralion of a moment istesowisibility of tmirdine dcsiener.Certification is valid only when a - Job i Truss Truss Type Oty Ply 0804241J F07 FLOOR 4 1 ]Job Job Reference(optional) Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 15:58:52 2008 Page 1 0-1-8 H 260 kk IO1F�88 Sae=1:22.9 1.5x3 II 1.5x3 II 1.5x3= 3x6= 1.5x3 11 3x4 3x4= 1.5x3 11 3x6= 1.5x3= 1 2 3 4 5 6 7 8 cb ,1 W W3 8 W1 11 16 0� 13 12 11 10 3x6= 3x8= 1-5 3 11 1.5x3 11 3x8= 3x6 6-1-0 6-10-0 7-9-0 1 13-10-0 6-1-0 0-9-0 0-11-0 6-1-0 Plate Offsets KY): [4;0-1-8,Edge],I5:0-1-8,Edge]_ - — — — - -- - - -! LOADING(psf) SPACING 2-0-0 CSI IDEFL in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) 0.19 11-12 >844 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.85 {/ert(TL) -0.31 11-12 >533 240 BCLL 0.0 Rep Stress Incr YES WB 0.60 orz(TL) 0.05 9 n/a n/a i BCDL 5.0 Code IBC2003/TP12002 (Matrix) Weight:52 lb LUMBER PRACING TOP CHORD 4 X 2 SPF No.2 TOPCHORD Structural woad sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 �OT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (lb/size) 14=741/0-3-8,9=741/0-5-8 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2781/0,3-4=-2781/0,4-5=-2848/0,5-6=-2781/0,6-7=-2781/0 BOT CHORD 13-14=0/1853,12-13=012850,11-12=0/2848110-11=0/2850,9-10=011853 WEBS 2-14=-1946/0,2-13=0/980,4-13=-445/191,7-9=-194610,7-10=0/980,5-10=-445/191 NOTES 1II 1)Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refere"standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nailsi Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard OF P�(H f1gS JO M. CIVIL N0.43029 � � I A�O�FC/STEREO\��t� FSS/OAL ENG This w.ss is m be fabricated pT ANSI/1'PI qualify rcyuirements.Plates shall be of size and type shown and tattered at lents unless otherwise ndul This design is based upn parameters sh ,and is for mdividual buildme axnptnan to be installed and IomdW vertically.Applicability of design parameters and pow incomtration of ee oronera is'k-P nsibilav of buildine demener.C ufieaonuis valid only when _, Job 'Truss - TrussTy� _. -_ _ - _.._... F08 FLOOR _t aY 0804241) PI --- P - Job Reference(o tional1 g i-Universal Forest Products,Belchertown,MA.01007 - - --- _ 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 15:58:53 2008 Pae 1 .I 0-1-8 H 1 2-&0 1-8-0 0_1� Scale=1:22.7 1.5x3 II 1.5x3 II 3x4 11 3x6= 3x4 3x4= 1.5x3 11 3x6= 1.5x3= 1 2 3 4 5 6 7 8 W W3 8 W1 11 15 q 1 81 14 13 12 11 10 3x6= 1.5)3 II 1.5x3 11 3x8= 3x6= 3x8= 5-9-8 6-6-8 7L5-8 13-6-8 0-9-0 011 0 6-1-0 Plate Offsets(X,Y): [1:Edge,0 1 8],[4.0 1-8,Edgell:0-1 8,Edge] -- _ - - T - - LOADING(psf) SPACING 2-0-0CSI JREFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.46 Vert(LL) -0.18 11 >884 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.84 `yert(TL) -0.2811-12 >561 240 BCLL 0.0 Rep Stress Incr YES WB 0.59 IHorz(TL) 0.05 9 Na Na BCDL 5.0 Code IBC2003/TP12002 (Matrix) Weight:51 Ib LUMBER 6RAqNG TOP CHORD 4 X 2 SPF No.2 tOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 IBOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (lb/size) 14=731/Mechanical,9=725/0-5-8 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2690/0,3-4=-2690/0,4-5=-2727/0,5-6=-268810,6-7=-268810 BOT CHORD 13-14=0/1808,12-13=0/2729,11-12=0/2727,10-11=0/2731,9-10=0/1806 WEBS 2-14=-1906/0,2-13=0/932,3-13=269/190,4-13=-528/289,7-9=1895/0,7-10=0/933,5-10401/208 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referentced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-164 nails; Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASES) Standard OF M9g� JO M. CIVIL i No.43029 Q �O�FG/STER ���� '9S/OAL E�6 This wss is to he fabncated per ANSI/IPI quality requirrmienls Plates shall be of sire and type.shown and centered at joints unless odiuwiu ndted.'Ibis design is based upon parameters shown and is f r m _• _ . individual building competent tube installed and lorded vertically.Atmlicability of design paramaus and prayer incorporation of component i 4 mmsibility of building desiener Cuuficatirn is valid only when , viwAl Job Truss Truss Type ! Qty Ply - 0804241J F-09 FLOOR 2 1 Job Reference(optional) Universal Forest Products,Belchertown,MA.010077.030s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 16: 8 age 1 0-1-8 H�o� F-1 �-I 1�14 n n 2— 71� 1F-� o-ate Scab=1:55.0 3x4 II 5x8= 3x6 FP= 3x8= 3x4= 3x4= 3x6 FP= 3x10= 5x6= 3x4 3x8= 3x4= 3x4= 3x8= 1 2 3 Ti 4 5 6 7 8 9 1011 12 13 14 15 16 17 18 19 20 ff 34 L� 32 31 30 29 28 2726 25 24 23 22 21 3x6= 3x10= 4x10= 3x6= 3x10= 3x10= 3x6= 3x8= 8-9-0 16-1-2 25-9-0 (_ 7-3-0 $-O-Q I 1510.14 1610 24-1-8 2�3-9�0 32-" i 73-0 0.9-0 7-1-14 0-1-2� 8-M 0.7-8 6-3-0 0-9-0 0-1-4 1-M Plate Offsets X Y: 4:0.1-8 Ede 5:0 1�,Ed a 10:01-8 Ede 11:0 1-8,Ed e, 16:0.1-8,Ed a 1i7:0-1-8,Ed e LOADING(psf) SPACING 2-0-0 CS1 IJEFL in (loc) I/def] Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.68 V�ert(LL) -0.34 24-25 >555 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.90rt(TL) -0.53 24-25 >357 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 FFort(TL) 0.02 21 n/a n/a BCDL 5.0 Code IBC2003/TP12002 (Matrix) y Weight:121 Ib LUMBER BRACING TC 4 X 2 SPF No.2 7 P CHORD Structural wood sheathing directly applied or 553 oc purlins, except end verticals. BC 4 X 2 SPF 1650E 1.5E BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WB 4 X 2 SPF Stud REACTIONS All bearings 0-3-8 except 0t=length)10=0-1-0,11=0.1-0. (lb)- Max Uplift All uplift 100 Ib or less at joint(s)11 except 10=-130(LC 3) Max Grav All reactions 250 lb or less atjoint(s)except 32=844(LC 4),10=1223(LC 2),11 1284(LC 3),21=843(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3394/0,3-4=-3394/0,4-5=-3720/0,56=3021/0,6-7=-3021/0,7-8=-3021/0,13-143411/0,14-15=-3411/0,1516=3411/0, 16-17=-3679/0,17-18=-3365/0,18-19=-3365/0 BOT CHORD 31-32=0/2158,30.31=0/3720,29-30=0/3720,28-29--0/3720,27-28=0/1382,25-26=0/202,24-25=0/3679,23-24=0/3679, 22-23=0/3679,21-22=0/2156 WEBS 10-27=0/699,11-26=0/672,2-32=2267/0,2-31 /1306,3-31=-259/5,4-31=-686/87,5$8=-958/0,6-28=-311/0,8-28=0/1738, 8-27=1540/0,1326=-2162/0,1325=0/1431,1525=317/0,16-25=-626/104,17-22=-732/66,19-22=0/1278,19-21=-2265/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,11. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)11 except(jt=lb)10=130. 5)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and r rented standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10.0-0 oc and fastened to each truss with 316d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard y,�PyTH OF&tj'9 JO M. CIVIL No.43029 rn O �'�7 0 Fc/STERE \�F SS/0AL EAG This truss is to be fabricated per ANS11TI l quality requirements.Plates shall be of—and type shown and curved a1 jtants unless otherwise noted.This design is based upon parameters shown,and is for an individual buildine ttmtprment to he installed and loaded vertically.Applicability of design paramvus and never irte voratioo of comrxment is h snonsibility of broldinr desuaner.Cer ifieatim is valid only when I Job Truss Truss Type Qty -�Ply — 0804241J 1`10 FLOOR �i3 1 IIS' Universal Forest Products,Belc - ? Job sJann3 2008 nal)_ g hertovm,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc.Wed Jul 15:58:53 2008 Pae 1 2-6-0 1-9-0 1-6-0 0-11-12 Scale=1:29.0 3x4 11 300= 1.5x3 11 3x6= 1.5;:3 11 4x4= 1.5x3 11 3x8 FP= 3x10= 3x4 11 II, 1 2 3 4 5 6 7 8 9 10 W 4 W 7 10 W1 13 5 17 16 15 14 13 12 11 3x8= 4x10= 3x4= 3x12 MT18H FP= 3x8= 1.5x3 11 400= 9-9-0 10-6-0 11-3-0 17-8-12 9-9-0 0-9-0 0-9-0 6-5-12 Plate Offsets X,Y: 1:Ed e,0-1-8, 6:0-1 8,Ed a 150-1-8,Ed e LOADING(psf) SPACING 2-0-0 CSI QEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00TC 0.58 V1ert(LL) -0.4215-16 >505 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Mert(TL) -0.6615-16 >318 240 MT18H 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.82 F4orz(TL) 0.07 11 n/a rVa BCDL 5.0 Code IBC2003/TPI2002 Matrix Weight:66 lb LUMBER ORACING TOP CHORD 4 X 2 SPF 2100E 1.8E ItOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 270OF 2.2E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (lb/size) 17=961/Mechanical,11=961/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=4063/0,3-4=-4063/0,4-5=4615/0,5-6=-4615/0,6-7=-4005/0,7-8=-4005/0,8-9=-400`/0 BOT CHORD 16-17=0/2497,15-16=0/4724,14-15=0/4615,13-14=0/4615,12-13=0/4615,11-12=0/2493 WEBS 6-14=-41/251,2-17=-2632/0,2-16=0/1654,4-16=702/0,4-15=-407/398,9-11=-2627/0,9-112=0/1598,6-12=-1026/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refere"standard ANSIITPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails..;Strorgbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard �H OF M9 JO M. CIVIL co No.43029 Q/STER�� Fss/OaL 'Ittis wss is ut M fataicated per ANSIR'NI quality reyuirements.I7atec:hall be of siu and type:hmam and centered at jerints unless<xherwise opted.Thix design is laced upon parameters shosm.and is fa an individual huildine cen a nen(w lie installed and leaded venically-ArmliCability ddecien[aramaers and prener inmrxxadeai of eompment i6 resnmsihility of huildine desienrr.Ceruficatirn is valid only when _- _. - Y�- '� Ply Jss Truss Type IT. i 0804241 J Fl OA FLOOR 1 1 Job Reference(optional) - Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2006 MiTek Industries,Inc. Wed Jul 02 15:58:54 2008 Page 1 I 2-6-0 1-1-4 1-6-0 1-11-0 0xg Scale=1:29.7 1.5x3 II 1.5x3 II 3x4 II 3x10= 1.5x3 II 3x8= 1.5,:3,11 3x4= 3x8 FP= 3x10= 1.5x3= 1 2 3 4 5 6 7 8 9 10 0 W W4 W 7 10 W1 13 18 d 1 17 16 1E 14 13 12 3x8= 410= 3x4 1.5x3 II 4x10= 3x8 FP= 3x8= 9-1-4 9-110-4 10-7-4 18-0-4 9-1-4 0[9-0 0-9-0 7-5-0 Plate Offsets(X,Y): [1:Edge,0-1-8],16:0 1 8,Edge1115:0-1 8,Edge] LOADING(psf) SPACING 2-0-0 CSI DFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.54 Vgrt(LL) -0.4415-16 >490 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vgrt(TL) -0.68 15-16 >311 240 BCLL 0.0 Rep Stress Incr YES WB 0.84 H¢rz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2003/TPI2002 I (Matrix) Weight:66 lb , LUMBERqNG TOP CHORD 4 X 2 SPF 165OF 1.5E T P CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 270OF 2.2E T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (lb(size) 17=977/Mechanical,11=971/0-3-8 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4150/0,3-4=-4150/0,4-5=-4867/0,5-6=-4867/0,6-7=-4119/0,7-8=-4119!0,8-9=-4119/0 BOT CHORD 16-17=0/2541,15-16=0/4860,14-15-0/4867,13-14=0/4867,12-13=0/2535,11-12=0/2535 WEBS 2-17=2678/0,2-16=0/1700,4-16=-754/0,4-15=-311/444,9-11=-2664/0,9-13=0/1674,6-13x-1076/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girders)for truss to truss connections. 3)This thus is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. IStrorgbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard pyCH OF M9S � I JO M. CIVIL + No.43029 /S EQ FS3/OAL EAG This ms e,to M fahrieated Per ANSU PI quality reyufrements.Plates shall be of siu and type shown and centered at joints unless otherwise not¢d.This desip{t is based nlxn Parameters sh—and is for an individual buildine coant neat to be installed and loaded vertically.Atmlicability eddesien wrameters and proper inconxtratim of enmounent is r�.:pn.silnlnv of buildine desiener.Ceriihcatien is valid mlv when Job Truss Truss Type --- --Qty --I Ply - - - 0804241 J F11 FLOOR 3 1 Job Reference(optional)_ Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 15:58:54 2008 Page 1_ 0-1-8 H 2-6-0 1� 1-6-0 �� Scale=1:23.3 1.5x3 11 3x4 II 3x8= 1.5x3 II 3x4 3x4= 3x8= 3x4 II TI 1 2 3 4 5 6 7 8 El W W3 W 8 W1 11 3 4 14 13 12 11 10 9I' 3x6= 3x8= 1.5)3 11 1.5x3 11 3x8= 3x6= 6-9-12 7-6-1 8-3-12 1 14-3-12 6-9-12 0-9-0 0-9-0 6-0-0 Plate Offsets(X,Y): [1:Edge,O 1 81,14:0 1 8,Edge1,L5:0-1 8,Eie1 j LOADING(psf) SPACING 2-0-0 CSI DFL In (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 VOrt(LL) -0.23 12 >744 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.96 VOrt(TL) -0.35 12 >477 240 BCLL 0,0 Rep Stress Incr YES WB 0.63 Hprz(TL) 006 9 Na Na BCDL 5.0 1 Code IBC2003/TP12002 (Matrix) Weight:54 lb LUMBER - - - ORACING - TOP CHORD 4 X 2 SPF No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 RIOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (lb/size) 14=773/Mechanical,9=773/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2940/0,3-4=-2940/0,4-5=-3054/0,5-6=-2933/0,6-7=-2933/0 BOT CHORD 13-14=0/1934,12-13=0/3054,11-12=0/3054,10-11=0/3052,9-10=0/1935 WEBS 2-14=-2038/0,2-13=0/1063,4-13=-435/152,7-9=-2039/017-10=0/1055,5-10=-547/179 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girders)for truss to truss connections. 1 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-164 nails.',Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect tnuss backwards. LOAD CASES) Standard �-�H OF MAS JO M. CIVIL No.43029 F 0G/STER�G���� �/OAL E� This t u is ut lxfahrw,dd per ANSIlFPI quality ru{uir-mcmtc Plates gall be N'.cize and type shtnvn and cornered at jiants unless otherwise nded Thi,design in W.s d upon p.—a t—shown and is frc an – individml Wildine cnmwnmt to be installed and loaded venically Applicahhty of design parameters and orogen inaapradm of component iskesponsiMhty of Wilding desienor CaLificatim is valid miv when I _ Job _--- Truss --- Truss Type Q[y, .Ply -- ii0804241J F12 1FLOOR 3 - __Job Reference(optional) Universal Forest Products,Belc hertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 15:58:54 2008-Page 1 0-1-8 H 2-6-0 2-3-4 1-6-0 2-5-8 Scale:1/2"=l' 3x4 11 3x6= 1.5x3 11 3p 4 1.5x3 11 3x6= 3x4 11 1 2 3 4 5 6 7 Tl W 3 W5 WS 9 1 d 12 11 10 93x4= 3x6= 3x8= 1.5 3 11 3x6= 7-9-4 8-6-4 9-3-49:f-ll 2 14-7-4 7-9-4 0-9-0 0-9-00-1-8 5-2-8 Plate Offsets(X,Y): [1:Edge,0-1-8],14:0 1 8,Edgel 19:0-1-8,Edge] } LOADING(psf) SPACING 1-0-0 CSI DOR. in floc) Jclefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Ve)t(LL) -0.15 10-11 >9% 480 MT20 197/144 TCDL 10.0 LBCLL 0.0 umber IncStressrease 1.00 Incr YES (C j.60 Vert(TL)) -0.22 10-11 >773 240 g I BCDL 5.0 Code IBC20031TP12002 Math 0.32 1 Hohz TL 0.03 8 Na Na Weight:54 lb LUMBER BRACING TOP CHORD 4 X 2 SPF N0 .2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 BCpT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (lb/size) 12=395/Mechanical,8=395/0-3-8 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1536/0,3-4---153610,4-5=-1558/0,5-6=-1558/0 BOTCHORD 11-12=0/989,10-11=0/1558,9-10=0/1558,8-9=0/959 WEBS 2-12=-1042/0,2-11=0/578,6-8=-1016/0,6-9=0/641 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refereno0d standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-164 nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do riot erect truss backwards. LOAD CASE(S) Standard P�AkA OF Mqs JO M. I � CIVIL Nc.43029 Q7 opO�Fc/STER�� FSS/OAL ENG This puss is to he fabricated per ANSI?PI quality requirments.f7ates:hall be of size and type shown and centered st joints unless oth—ise noteQ."(Itis design is based upon parameters shim.and is for an individual hi ildine aanptnratt to Ic installed and luaded vertically.Apnlicahiluv of desien terameters and ro> ui.m ,iuon of component is re%am,siMliry of buildin¢desists r Ce uficatim is valid osly when _ Job (Truss._ -----__ -_. Truss Type 0804241) F13 FLOOR 1 y 1 -- -- - - - -- -L Job ReferenceApptlonal)-- g Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 0215:58:55 2008 Pae 1 i 0-1-8 H i 2-6-0 �r'- 1-6-0 -3-4 0-111-$ Sole=1:29.7( 1.50 II 3x4 II 3x10= 1.5x3 II 3x4= 1.5x3 II3x6= 1.5x3 II 3x8 FP= 3x10= 1.5x3= 1 2 3 4 5 6 7 8 9 10 itT1 T2 o W 3 W W W9 W1 12 18 I 1 17 16 15 14 13 12 3x8= 4x10= 1.5x3 II 3X12 MT18H FP= 4x10= 3x8= 3x4 8-10-8 7-3-0 8-0-0 8-9-0 18-0-4 7-3-0 0-9-0 0-9-0 9-1-12 0-1-8 Plate Offsets(X,Y): [1:Edge,0-1-8],[4:0-1-8,Edge] [14.0-1-8,b)g_-_ - - -- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.46 V rt(LL) 0.41 12-14 >523 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.53 V�rtjl-) -0.6412-14 >332 240 MT18H 197/144 BCLL 0.0 R Stress lncr YES WB 0.85 Htrz TL 0.07 11 n/a- Na BCDL 5.0 Code IBC2003/TP12002 Matrix Weight:66 Ib Rep (Matrix) d ( ) it LUMBER BRACING TOP CHORD 4 X 2 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 270OF 2.2E BPTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 17=977/Mechanical,11=97110 3 8 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-411410,3-4=-4114/0,4-5=-4850/0,5-6=-4850/0,6-7=-415510,7-8=-4155/0,8-9=-4155,{0 BOT CHORD 16-17=0/2538,15-16=0/4850,14-15=0/4850,13-14=0/4859,12-13=0/4859,11-12=0/2537 WEBS 2-17=-2675/0,2-16=0/1666,4-16=-1069/0,9-11=2667/0,9-12=0/1709,6-12=-747/0,6-14=+332/447 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s)for truss to thus connections. 4)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referer"d standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard OF M9SS9 JO M. CIVIL No.43029 m Q- O�FG/STERES\�Q� FSS/OAL ENG This wss is to be fabricated per AN51/1'PI yualiry regniamenrs Plates shall M d size and type shown and cmtered at joints unless otherwise nokd This design is based upon parameters shown and-s hr an - individual huildin¢comnmmt to be inaailed and I,raded venically.Awlicablity t><design paramacrs and rronar inamratim of compnenl is/sunsiblity of Inildine desiv a.Cuulicauon is valid mlv when .. Job Truss - Truss Type - �Qty- Ply 0804241J F14 FLOOR 1 1 Job Reference(optional) Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 15:58:55 2008 Pagel 018 H! 130 1-5-8 0- $cafe=1:31.11 1.50 II 3x4= 1.5x3 II �' 1.5x3= 4x8= 06= 4x4= 1.5:3 11 3x8 FP= 3x6= 46= 4x8= 1.50= 01 2 3 4 5 6 7 8 9 10 11 TI T9 2"' W 3 W 5 W 7 W1 12 Wt 14 Wt 16 24 Ej �I I 0 21 20 is 8 17 16 15 14 13 6x8= 6x8= 5x6= 5x6 3x6 I I 5x8=3x10 MT20H FP= 3x8 FP= 6x8= 6x8= 5x6= 18-5-8' 18-5-8', Plate Offsets(X,Y):16.:0-1-8,Edge],115:0-3-0,Edge],117:0-4-0,Edge],118:0-3-0,0-0-0],[19:0-1-8,Edge,W2 b-3 0,Edge]123:0-1-8,0-0-12],[24 0 1 8 0 0_1� -E -4 -- - --- _[24:0-1 l ---- LOADING(psf) SPACING 2-0-0 CSI DFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.81 Vbrt(LL) -0.45 18 >489 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.69 Vlart(TL) -0.7017-18 >314 240 MT20H 148/108 BCLL 0.0 Rep Stress Incr NO WB 0.90 Hiorz(TL) 0.07 12 Na Na BCDL 5.0 Code IBC2003/TPI2002 1 (Matrix) Weight:87 lb -- LUMBER CING TOP CHORD 4 X 2 SPF 2700F 2.2E P CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end verticals. I BOT CHORD 4 X 2 SPF 2100F 1.8E BBOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (lb/size) 22=1357/0-3-8,12=1357/G-3-8 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 1 TOP CHORD 2-3=-3699/0,3-4=-6070/0,4-5=-7531/0,5-6=-7531/0,6-7=-7327/0,7-8=-7327/0,8-9=-61000,9-10=-3692/0 BOT CHORD 21-22=0/2175,20-21=0/5173,19-20=0/6982,18-19=0/7531,17-18=0/7531,16-17=017007,!15-16=0/7007,14-15=0/5166,13-14=0/5166, 12-13=0/2177 WEBS 10-12=2524/0,2-22=-2521/0,10-13=0/1 806,2-21=0/1818,9-13=-1758/0,3-21=1758/0,9,115=0/1114,3-20=0/1069,8-15=1081/0, 4-20=1088/0,8-17=0/560,4-19=0/962,6-17=-618/157,5-19=-273/0,6-18=-271/89 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refererped standard ANSI/TPI 1. 4)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Stlpngbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-11=-140 OF �tGP�''CN MASS9 1 JO M. CIVIL No.43029 O�FO/S TER�� FSS/OAL ENO This truss is to be fahricated per ANSTUPT quality requirements Plates.hall be of.size and type shown and—,ue d az joints stoles otherwise nge.d.'This duig is ha.d.p-parameterc.ch—.and is fu an individual huildm¢unrtnnent to he installed and loaded veme.11y.Amlie,did tv ef desien parameters and pruner mcortaxauon of cmntinent is rt rionsibilav of buildine desimea.CutiLcatim is valid only when Job Truss 'Truss Type -_Q[y Ply - -- - - I 0804241J GE02GABLE _Job Reference(optional)__ Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 0215.58:56 2008 Page 1 °l-(6 0x8 Scale=1:28.5 3x8 FP= 0 1 2 3 4 5 6 Tj 7 8 9 10 11 12 13 14 15 1 S 0 S 1 S 2 32 q 3x4= 3x8 FP= 3x4= 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 1 13-4-0 14-8-0 16-0-0 17-5-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 ! 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-5-12 _ LOADING(psf) SPACING 2-0-0 CS1 DOFL in (loc) Wall Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vejrt(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 'C001 VOI(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Harz(TL) 0.00 16 n/a n/a BCDL 5.0 Code IBC2003/TPI2002 (Matrix) Weight:53 Ib LUMBER B14CING TOP CHORD 4 X 2 SPF No.2 T P CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud OTHERS 4 X 2 SPF Stud REACTIONS All bearings 17-5-12. (lb)- Max Grav All reactions 250 Ib or less at joints)30,16,29,28,27,26,25,24,23,21,20,19,10,17 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-40 oc. 5)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenepd standard ANSUTPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. $trongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard OF tilgSS� JO M. CIVIL No.43029 opO /S I- /0 T1-R�p FSS/OAU EAG This truss is to he fahnealsd per ANSVfPl quality requirements.Plates:full be of sine and type shown and centered at joints unless otherwise noo,4 "this&ugn is based upm parameters shown,and i.s fm m individual building co nonent tube in.galled and loaded vertically.Awlicabiliry of desien ustarna s and nrooer incarroratim of comlxnent is r4r risibility of building desiener.Certification is valid only when 1 Job Truss Truss Type II� Ply -- 0804241J GE03 GABLE 1 1 . __ Job Reference(optional) ---- --- f Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 15:58.56 2008 Page 1 i II '... Scale=1:11.2II 3x4= 1 3x4 II 2 3 4 5 6 7 14 r 1 3TT T4 3T! IIS 1 E 0 L1 9 i t 3x4= 3x4= 1-4-0 2-8-0 4-0-0 5-40 6-8-0 6-11-14 1-4-0 1-4-0 1-40 1-40 140 0-3-14 I Plate Offsets X, —� Y): [7:0-1-10,Edge],[140-18,0-0-10j[15:0-180-0-101 LOADING(psf) SPACING 20-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.08 Vbrt(LL) Na Na 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.03 Vert(TL) Na Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 F40rz(TL) 0.00 8 Na Na BCDL 5.0 Code IBC2003/TP12002 (Matrix) Weight:231b LUMBER RpqNG TOP CHORD 4 X 2 SPF No.2 P CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud OTHERS 4 X 2 SPF Stud REACTIONS All bearings 6-11-14. (lb)- Max Grav All reactions 250 Ib or less at joint(s)13,8,12,11,10,9 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard N OF&tq JO M. CIVIL No.43029 01 � � I yOc�O/S FSS/OAL ENO 7Lis wvs is to M fabricated pct ANSI/I'F'i quality r�mremmts.Plates shall be of size and type shwm and cratered u jtnnts Ira othe-iac Xial.This design is lased upn paramet—shown,and is fir art individual tuildine mmanmt to M in"led and Imded vmically.Applicability of desien parameters and m,o inter a6m tricomponent is rksp siblilvof buildine des mu.Cenif—Lim is valid mlv whm I � Job Qty Truss Truss T --Ply l I0804241J GE04 GABLE 1 1 Job Reference(optional) - Universal Forrest Products,Belc6town,MA.01007 -- - ---- 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 15:58:56 2008 Page 1 ' Scale=1:9.8 1 3x4 II 2 3 4 5 63x4 II 13 �14 W1 1 ST2 ST3T W2 0 BL1 g 1 3x4= 3x4= 1-4-0 2-8-0 4-0-0 5-4-0 5-11-14 1-4-0 1-4-0 1-4-0 1-4-0 0-7-14 Plate Offsets -12 LOADING(psf) �: [13:10 1-8,0 OSPACING 1-8,0-0 220-0- CSI - OEFL In (loc) I/deft-- Ud - - PLATES GRIP -- TCLL 40.0 Plates Increase 1.00 TC 0.06 Wert(LL) n/a rVa 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 IHorz(TL) 0.00 7 n/a n/a BCDL 5.0 Code IBC2003/TP12002 (Matrix) Weight:201b LUMBER BRACING TOP CHORD 4 X 2 SPF No.2OP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 OT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud OTHERS 4 X 2 SPF Stud REACTIONS All bearings 5-11-14. (lb)- Max Grav All reactions 250 Ib or less at joint(s)12,7,11,10,9,8 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 12)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web) 4)Gable studs spaced at 1-4-0 oc. 5)Two VGT Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at!jt(s)12. 6)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refere[lced standard ANSI/TPI 1. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails; Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)VGT Huricane ties must have a 5/8"anchor bolts to adequate anchorage below. LOAD CASE(S) Standard �N OF M9 � 1 JO M. CIVIL No.43029 O�FG/STER����`�� FSS/OAL ENG This wss is to he fahrica4d FrT ANtiI/1'W quality requir Tnems F'late,shall be tff size and type.shown and nstucd at Irnnts unless otherwiu noted.This design is h—d upon paramuus shmvn andis fix an individual huildine compmtnt to he installed and tended venically Applicahility of design wamuus and wooer inarnaraum of eurno ncnt n9 resvoinsiNtuy of huddine designer.Certification is valid o Iv when i I Job5 (51i(re T uss Tru—ss—Type - Oty Ply � jW^ ' /T�o, [loor —Tri 0804242J N(4 F14A FLOOR 11 1 _ I Job Reference(optional) ti Universal Forest Products,Belchertown,MA.-01007 - - 7.030 s Jan 3 2008 MiTek Industries,Inc.Wed Jul 02 15:53:42 2008 Page 1 s !I d 26-0 1-9-0 - I--1-" - 1-8-4___ 1-8-10 i G-1-8Sca 1:42.2 - 1.5x3 11 1,5x3 11 1.5x3 3x8 1.5x3 !I 3x d 1.5x3 1 3x6-- 3x8 FP-= 4x12= JX8 1.5x3 11 3x6 = 3x4 1 2 3 T4. 5 6 7 8 9 - 1b T211 12 13 W2 =' W3 __.I WS - T,.� W9 T i f t_ W17 W1B #-`-I`- W20 -- 2361� p4lttl 1 7 --- -- 17 r 22 21 26 19 18 17 16, 15 14 � 3x6 3x8 1.5110 3x63 11 3x8 FP- 4x12 -- 4x1011- 4x10 3x6 - 111 I ---4- f—._.__ ..'r 7-3-0 8-0-08-9 0 18-3-12 25-6-6 7.3-0 - -4`048-9-0f 0-9-00-9-0 9-6-12 7-2-10 ( ? [ ! g1110.0-3-0,-Edge], g-- - - - - - Plate Offsets X,Y: 4:0-1 S,Ed e, Ed e,[16'0.3 0 Ed e],j19 0 1 B,Edge] LOADING(psf) I SPACING 2-0-0 CSI EFL in (loc) Udefl L/d PLATES GRIP I TCLL 40.0 Plates Increase 1.00 TC 0.84 �er"(LQ _0.33 20 >663 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.77 ert(TL) -0.50 19-20 >432 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 F orz(TL) 0.06 16 n/a n/a BCDL 5.0 I Code IBC2003/fP12002 1 (Matrix) Weight:100 Ib LUMBER ORACING TOP CHORD 4 X 2 SPF 1650E 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 1650F 1.5E I,ROT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 22=812/0-5-8,16=1980/0-3-8,14=-17/Mechanical Max Upliftl4=-288(LC 2) Max Grav22=820(LC 2),16=1980(LC 1),14=266(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3257/0,3-4=-3257/0,4-5=-3498/0,5-6=-3498/0,6-7=-1667/0,7-8=-1635/0,8-9=-16[15/0,9-10=0/3416,10-11=0/2129, 11-12=0/2129 BOT CHORD 21-22=0/2086,20-21=0/3498,19-20=0/3498,18-19=0/2979,17-18=0/2979,16-17=-621/b,15-16=-3187/0,14-15=-982/418 WEBS 10-16=-950/0,2-22=-2191/0,2-21=0/1238,3-21=-271/1,4-21=-587/192,9-16=-2975/0,91-17=0/2263,7-17=-264/0,6-17=-1412/0, 6-19=0/838,12-14=-440/1035,12-15=-1368/0,10.15=0/1618 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 288 Ib uplift at joint 14. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refere�nced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S)Standard �,'CN 4ggS 1 �P S9O ti JOS H W. CHANDLER STRUCTURALco N o.47462 Q' �OF FG/ST ERE FSS/OAi E�G 7/2/08 im.�u,w�.i.o-,„w,,nnsmri wd,n,.w,.„n.a„„nwu...,�..a,.9,n.,.�d u,,a,,,.,,�w...m,.,.�„u.in,.ati..an...d•a,,.eawv:n,....,w a„w. !3t 1 .. . •.. ... . - Job Truss rTrussType QtyPly 0804242) GE01 GABLE _--- , 1 __ Job Reference(optional) Universal Forest Products,Belchertown,MA.01007- 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 15:53:42 2008 Pagel 0118 Scale=1:41.91. 3x8 FP 3x4 II 12 13 14 o�1 ----.-S 1 --... S 2 -.5 3 514 S�5T, -_.$ 6 S 9 - - 1 9 $110-sgt 1 -:$j-72 153 _51,6 53.1 18 19 _- { 21 ' 1 f F -- - 6 CR &1 ._�2 4 5 15 516 S l7 SII S 8 S 42 411 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4 - 3x8 FP-- 3x4 I', 1-40 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 ,- � I 9-4-0 10-8-0 12-0-0 13-4 14-8-0 16-0-0 17-4-0 18-8-0 20-0-0 21-4-0 22-8-0 24-0-0 _ 25-6-6 I - -- I F - F -I - 1-4-0 1-4-0 1-4-0-- 1-4-0 _ 1-4-0 - 1-40 1-4-0 1-4-0 1-4-1 1-4-0 1-4-0 1-4 0 1-4-0 1-4-0 1-4-0 1-0-0 _1-4-0 1-6-6 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 y/ert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 22 n/a n/a BCDL 5.0 1 Code IBC2003lrP12002 (Matrix) Weight:771b LUMBER BRACING TOP CHORD 4 X 2 SPF N0.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 130T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud OTHERS 4 X 2 SPF Stud REACTIONS All bearings 25-6 6. (lb)- Max Grav All reactions 250 Ib or less at joint(s)42,22,41,40,39,38,37,36,35,33,32,31,30,29,28,27,26,25,24,23 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S)Standard N I � htq'9 JOS H W. ' CHANDLER � I STRUCTURAL co ', No.47462 I Q' oQO S FSS/OAL EAG 7/2/08 --Aii.,. d— d.=neva w.�.�,k�.,.e.,.w,,,.,u.�-�.a,�<„„n..a��o�m,.,,,, - - Job�i - Truss Truss Type - -_—_---Tty l Ply Wright Hill II re. �oa Tl ' 10804313J �D�� F01 GR FLOOR 111 1 Lo S S Universal Forest gduct,B3x6 elchertown,MA.01007 2 7.030 s Janr�008 M Tek)Industries,Inc. WS_d Jut 02 1 1 008 6:04:23 2Page 1 G-8-0 _ 2-6-0 t r, Scale I W1 W2 VY3W4 W5 W6 q q i I I BI i �I I I 5 4 0-3-0 3-8-0 0-3-0 326 3-5-0 3x6 Plate OffsetstX,Y):11:Edge,0-1-81 — — - LOADING(psf) SPACING 2-0-0 CSI PEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 Vert(LL) 0.00 5 `"" 480 MT20 197/144 1 TCDL 10.0 Lumber Increase 1.00 BC 0.35 uert(TL) -0.07 4-5 >614 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IBC2003/TPI2002 I (Matrix) Weight:16 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 21OOF 1.8E OP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 OOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 5=553/0-3-0,4=579/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-345/0 BOT CHORD 4-5=0/598 WEBS 2A=-630/0,2-5=-891/0 NOTES 1)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3611 Ib down at 0-10-8,and 361 Ib down at 2-10-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 4)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:4-5=-20,1-3=-100 Concentrated Loads(lb) Vert:2=-361(B)6=-361(B) IGPYiN MgSSy I O,y JOS H W. CHANDLER STRUCTURAL N0.47462 p �q7 OoFc/STERE \�4 FS'S/OAL E�G 7/2/08 lhs Vuc . M,w.J�.A411/Illwal,vwuuuunla.l'Fe.n ilall h�l uu:n,Jlwshwc uxl unv..l d wn aw,4v Whuwx--,u..l."ITs Jven. ..:J uvu,naw„uus.h�wn aml,a lu el, Iw"t' 1 v. • •.. .. • - -Job - Truss -.. .. Truss T a --___. _---- - - ---- - -.. YP Qty �,Ply Ii Wright Hill II ----__-- ------___-- • 0804313J F02GRFLOOR ,1 2 Job Reference(optional) - -- 26-0 _ --2-5-0 --_ P_�4 �$_ Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries Inc. Wed Jul 02 16:04:23 2008 Pa9e 1 Scale=1:27.0 3x10 3x6= 3x4 II 3x8- 1.5x31.5x3 I3x6 FP- 1.5x3 II 3x4 II 5x6- I1 2 3 4 5 6 7 8 9 10 V�6 hG1101 _ -S2 d ' m 1 � -- - 16 15 '.14 -� - --- � 13 12 11 !� 3x6-- 3x10-- 5x6 I 3x8- 3x6 FP-= 4x10- i 16-0-0 1�8-12 16-0-4 0-4-8 Plate Offsets(X Y2.j1:Edge,O 1 S1,j10 0-2-15,Edge1 LOADING(psf) SPACING 2-00 CSI DFL in (loc) Udefi L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 VOrt(LL) -0.26 15 >742 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.76 \/brt(TL) -0.46 12-14 >421 240 BCLL 0.0 Rep Stress Incr NO WB 0.82 Hbrz(TL) 0.00 10 n/a n/a BCDL 10.0 Code IBC2003lrP12002 (Matrix) Weight:131 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 1650F 1.5E BIOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 17=1261/0-3-8,10=1195/0-4-0 1 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5704/0,3-4=-5704/0,4-5=-6856/0,5-6=-6856/0,6-7=-3146/0,7-8=-3146/0,8-9=-3146/0,9-10=-3151/0 BOT CHORD 16-17=0/3317,15-16=017033,14-15=017026,13-14=0/5419,12-13=0/5419 WEBS 10-12=0/3301,6-12=-2401/0,6-14=0/1519,4-14=-259/0,2-17=-3496/0,2-16=0/2522,3-16=-257/0,4-16=-1403/0 NOTES 1)Trusses to be fastened together to act as a single unit. All loads to be distributed equally over the 2 pliels. 2)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nalIs. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)559,.Ib down at 8-1-12 on top chord. The design/selection of such connection device(s)is the responsibility' of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-17=-20,1-10=-100 Concentrated Loads(lb) Vert:4=-559(8) i �PytH M9SS9 oy JOS H W. CHANDLER STRUCTURAL No.47462 4Q opO��C/STERrc� FSS/OAL ENG 7/2/08 �n,.o-LL.,..,n.utr,.v,.� .,vu�in ri w,m.,wv�,m..�tii„mei n.,,..ma..,m.,;.a�n,�m.,w�u.x�,,.e,.u...�.rn,.a„..„nw�.,.a„,wv,m,�..m.iu..�. 7.3e f .. . •.. ... . .. — ------ — -- — — — Job Truss ---Truss Type - i ply Ply Wright Hill 11 0804313J �F03 (FLOOR2 1 _ _ Jab Reference(optional) Universal Forest Products,Belchertown,MA.01007 - - 7.030 s Jan 3 2006 MiTek Industries,Inc. Wed Jul 02 16:04:24 2008 Page, 0-4-8 -2-6-0 2 0.0 1-6-011 8 2-9-0---- Scale=1:40.8 - ----- - �—---� - -- T7x12 MII18- 3x10— 4x4 II 1.5x3 I!. 3x6 - 1.50 3x6== 1.5x3 II'. 4x10= 3x6 FP- 1.5x3 '.I 3x6 3x4 T 7 8 9 10 11 12 -13 1 23-TI F 2. � 3"j W4 4-,. W7. i#i ry WfO 12 T n1 T f �'_ � �' yV15 W18 �0 4 22 21 20 19 18 176 15 14 506 3x10-- 1.5x3 11 4x6 _r 3x6 FP- 3x10 4x12- 3x6 --- 11-9-0 01-4-8 10-3-0 — -- — — -- 11-0-0 16-5-8 16 0 24-8-8 0-48 9-10-8 0-9-00-9-0 4-8-8 0-1-8 8-1-8 Plate Offsets fX Y).[1 0.2-0,Edge],[6:0.1 B,Edge] [10:03-0,Edge],116 0-3-0,Edge], LOADING(psf) SPACING 2-0-0 CSI gEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.92 �ert(LL) -0.34 19-20 >578 480 MT20 197/144 TCOL 10.0 Lumber Increase 1.00 BC 0.88 rt(TL) -0.57 19-20 >344 240 M018 141/138 BCLL 0.0 Rep Stress Incr NO I WB 0 95Forz(TL) -0.03 14 n/a n/a BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight:97 Ib (III - LUMBER BRACING TOP CHORD 4 X 2 SPF 210OF 1.8E IOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 270OF 2.2E NOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 16=1844/0-3-8,1=858/0-3-8,14=240/Mechanical Max Uplift,4=-63(LC 2) Max Grav 1 6=1 844(LC 1),1=869(LC 2),14=381(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-23=-2365/0,2-23=-2363/0,2-3=-2361/0,34=-2403/0,4-5=-3742/0,5-6=-3742/0,6-7=-663/0,7-8=-2663/0,B-9=0/2152,9-10=0/2152, 10-11=-518/936,11-12=-518/936 BOT CHORD 20.21=0/3447,19-20=0/2663,18-19=0/2663,17-18=-11/820,16-17=-11/820,15-16=-2152/0,14-15=-373/689 WEBS 6-19=-327/0,7-18=-529/0,10.16=-903/0,1-21=0/2459,3-21=-252/0,4-21=-1097/0,4-200/312,5-20=-371/0,6-20=0/1318, 8-16=-2968/0,8-18=0/2069,12-14=-726/393,12-15=-629/0,11-15=-267/0,10.15=0/1912; NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 63 Ib uplift at joint 14. 4)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refe nced standard ANSI/rPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S)Standard �P�CH AtigS� cy , JOS H W. CHANDLER -1 STRUCTURAL - No.47462 4 opO ST ERGO FSS/0AL EAG 7/2/08 1Na truu.vhf.lebriralvJ c.�Mlh'I/II'iwil,fvr.wvawnls.l'laf.s slu114A evAuiJiw.st,wn vxl�niv.Jaf,unismk-uNvws.nw.J.iTs J.vmubml unn arm,uussh.m+,.nJ i.lub f+S'. � �. � •.. w � Job Truss Truss T -- - ]Qty — YPe iPly �iWrightHill IIF03A FLOOR.. -- -- - - 1. �Job,Reference(ooptional) ------- Universal Forest Products,Belchertown,MA.01007 ---- 7.030 s Jan 3 2008 MiTek Industries,Inc Wed Jul 02 16:0424 2008-Page 1 0-4-8 2-6-0 2-0.0 1 60 1-ih 8 .1 1-4-8 Scale=1:42.8 T7x 12 Mill-- 3x4 11 I 4x4 Il 1.5x3 II 3x6 - 1.5x3 II 4x6 - 1.5x3 II 4x10=- 3x8 FP 48== 1.5x3 If 3x6 3x4 it 1 24 2 3 46 7 8 9 10 11 12 13 14 T1 , 55 - W4 W5 T1 W7 TIV1Y0 yV12 `-T 77W1S�� W1v g9 T3 W1$ , } W19 1 4 61 l 23 22 21 20 19 18 17 16 15 5x16- 4x8-_- 1.5x3 I. 4x6 3x8 FP=S= 4x12-_= 3x10 3x6 11-9-p OF" -- 10-3-0 11-0-9 +- 16-5-8 - 1T 0- - 25-10-0 - - ---- 0-4-8 9-10-8 0-9-00-9-0 4-8-8 0-1-8 9-3-0 - - - -- Plate Offsets_X,Y 1:0.2-O,Ed e, 6 0.1-S,Ed e, 19:0-1-8,Ed e1__ --- - ( ) ) PLA GRIP 8 LOADING(psf) SPACING 2-0-0 CSI �IEFL in loc Udefl L/d PLATES GRIP 141 TCLL 40.0 Plates Increase 1.00 TC 0.93 4/ert LL -0.3420-21 >582 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.89 �1/ert(TL) 0.57 20.21 >346 240 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) -0.03 15 n/a n/a BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight:101 Ib LUMBER - BRACING TOP CHORD 4 X 2 SPF 210OF 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 2700E 2.2E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 17=1897/0-3-8,1=845/0-4-0,15=336/0-3-8 Max Uplift15=-8(LC 2) Max Grav 1 7=1 897(LC 1),1=862(LC 2),15=453(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-24=-2344/0,2-24=-2342/0,2-3=-2340/0,3-4=-2382/0,4-5=3683/0,5-6=-3683/0,6-7=-2579/0,7-8=-2579/0,8-9=0/2312,9-10=0/2312, 10.11=0/2276,11-12=-943/580,12-13=943/580 BOT CHORD 21-22=0/3405,20.21=0/2579,19-20=0/2579,18-19=-172/719,17-18=-172!719,16-17=X1420/0,15-16=-209/912 WEBS 6-20=-337/0,7-19=-535/0,10-17=-295/0,1-22=0/2437,3-22=-252/0,4-22=1075/0,4-21=0/293,6-21=-376/0,6-21=0/1369, 8-17=-2912/0,8-19=0/2098,13-15=-962/220,13-16=-392/33,12-16=252/0,11-16=0/1 93,11-17=-1374/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 Ib uplift pt joint 15. 4)This truss is designed in accordance with the 2003 Intemational Building Code section 2306.1 and ref@renced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nils. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S)Standard -N SM Oy JOS H W. CHANDLER -i STRUCTURAL -q No.47462 q- 0 �G/S T ER�� FSS/OAL ENG 7/2/08 1L,srcuv iai.ih.Ltri.4.il,xt ANSirtI.l wilJv.wvnxnns.il.in Adih,A awmJmepwiad w,n.daumiswLV Wnmvnx,J-INS J.ven xMvil oval rvamu+�sehuwn.eW,s lin IfS i �. • •.. ... • - !Job --- (Truss Truss Type - - - Qty rely --WnghtHdlll - 0804313J F04 i FLOOR 10 1 JJob Reference(optional) __- 4-Universal Forest Products,Belchertown,MA.01007 --- - 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 16.04:25 2008-Page 1 0-4-8 -_ - 2-4-0 I 1-6-0 1-7-0 8 2-6-0 2-0-0 1-fr0 110-0 I Scale=1:56.7 T7x12 Mill-- 1.5x3 1 1.5x3 3x8 FP 1 1.5x3 !I T7x12 M1118 4x4 3x6 1.5x3 11 4x6- 3x8- 3x8 FP- 5x% 1.5x3 'I 3x8- 1.5x3 I' 3x4- 3x4 3x4 'I 1 35 ,�T1I 4 �1 T2 - V�fY G(- ? J_YV10 vVl 10, Wt WS +12� 13 14 11b 16 5 -^ T� '� Q 54 �L �- W 2 3 4 5 6 34 33 32 311 3029 28 27 26 25 241 23 22 21 20 5x16-- 4x10 -- 1.5x3 I 3x8 FP-- 4x12-- 441 1 4x12-- 3x10-- 1.5x3 i 1.5x3 5x16 11 1.5x3 I 3x10 MT20H FP 11-9-0 11 1 28-3-8 0T4T8 10-3-0 Tl-0,0 - -- -- ----- - --1. - T-__- 16-4-0_-.----�-�... 26-9-8 76-,8---i--- 32-7-8 33-9-0 0-4-8 9-10-8 0-9-0 4-7-0 0-1-8 10-4-0 0-9-0 4-4-0 0-4-8 0-9-0 0-9-0 Plate Offsets(X,Y) 11 0-2-0,EdgeL16:0-1-8,Edge],[7 0-1-8,Edge],[150-1 B e],_[116:0-1-8,Edge__ - - - LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.94 Vert(LL) -0.34 31-32 >585 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 1.00 Vert(TL) -0.56 31-32 >354 240 MT20H 148/108 BCDL 10.0 Code IBC2003/TPI2002 (Matrix) BCLL 0.0 Rep e Stress Incr NO WB 0.98 worz(TL) 0.03 1 n/a n/a I MII18 141/138 Weight:1331b - - -- - - LUMBER (BRACING TOP CHORD 4 X 2 SPF 270OF 2.2E 'TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 4 X 2 SPF 210OF 1.8E !BOT CHORD Rigid ceiling direly applied or 6-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 27=2390/0-4-0,1=775/0-3-8,19=781/GA-0 Max Grav27=2390(LC 1),1=855(LC 2),19=836(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-35=-2326/0,2-35=-2323/0,2-3=-2322/0,3-4=-2365/0,4-5=-3634/0,5-6=-3634/0,6-7=42501/520,7-8=0/1858,8-9=0/1858, 9-10=0/1856,10-11=-38/1166,11-12=-67/1162,12-13=-3274/0,13-14=-3274/0,14-15=43274/0,15-16=-3189/0,16-17=-2185/0, 17-18=-2144/0,18-36=-2145/0,19-36=-2148/0 BOT CHORD 32-33=0/3354,31-32=-520/2501,30-31=-520/2501,29-30=-520/2501,28-29=-520/2501',27-28=-3778/0,26-27=-3674/0,25-26=-313/2046, 24-25=0/3189,23-24=0/3189,22-23=0/3189,21-22=0/3189 WEBS 6-31=-349/0,7-30=0/391,10-27=-2310/0,1-33=0/2418,3-33=-264/0,4-33=-1039/61,4-$2=-170/296,5-32=-428/0,6-32=0/1671, 7-28=-3131/0,10-28=0/2492,15-25=-667/103,1325=-323/0,12-25=0/1455,12-26=-22#0/0,11-26=-265/0,10-26=0/2998,19-21=0/2240, 17-21=-265!72,16-21=-1099/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and ref rented standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 316d nails . Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S)Standard Agg,9, oy JOS H W. CHANDLER STRUCTURAL c No.47462 �FCISTER�� FSS/OAL ENG 7/2/08 ! Job _--.-- Truss Truss Type _-_ _--. --.------ Qty Ply ,Wright Hill 11 ---. 0804313J F05 1]FLOOR 1 1 chertown . ( Universal Forest Products,Belc - - ----- ---- ------ --1 _-. - 1Job Reference jo fiional) ,MA 01007 7.O3O s Jan 3 2008 MiTek Industnes,Inc. Wed Jul 02 16:04:25 20013 Page 1 0-4-8 i �I 4- 1-9-0 1 6 0 1 7 0 2-fr0 0-4-8 _- ------ - - _ ------- - ----- _._. - ------ --- -___ _----_-_- - -- Scale-1:13.5 5x6 3x4 11 1.5x$3 1.5x3 11 3x4 I 5x6 1 2 3 4 3x4 - 5 6 7 8 I Yv4 W1 uw - 44' 4 12 11 10 93x8-- - --- --_--- 8 3x6 __ 1.5x3 I 04-8 F - 2-3-0 3-0-0 3-9-0 8-1-0 - 8-5-8 0-4-8 1-10-8 0-9-0 0-9-0 4-40 0-4-8 1 Plate Offsets(X,Y):f1:0-0-4,Edge],14:0-1 8,Edgef 17 0-2-15,Edge1,[111:0A8,Edg� _-_ LOADING(psf) SPACING 2-0-0 T CSI1 AEFL in (loc) Udefl L/dI PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.60 1/ert(LL) 0.15 12 >610 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.72 Vert(TL) -0.35 8 >263 240 BCLL 0.0 Rep Str ess Incr NO WB 0.54 Horz(TL) -0.01 7 n/a n/a BCDL 10.0 Code IBC2003/TP12002 (Matrix) Weight:32 Ib 'LUMBER ,BRACING TOP CHORD 4 X 2 SPF No.2 iTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud j REACTIONS (Ib/size) 1=462/0-4-0,7=462/0-4-0 j FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-872/0,2-3=-871/0,3-4=-871/0,45=-1034/0,5-6=-1034/0,6-7=-1038/0 BOT CHORD 10-11=0/871.9-10=0/871 WEBS 3-11=-275/0,1-11=0/954,7-9=0/1085,5-9=-276/0,4-9=-59/254 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S)Standard o,S JOS H W. CHANDLER STRUCTURAL No.47462 Q' optic 6c/STER�O\�Q� FSS/OAL ENG 7/2/08 ITU trues,,,t.1.tr.ivJ.r ANJI?I9 wilnvr wuwmii.I'I.I,7 iWlda we nJlw. ,xm wJ mio.JdwwewLv ub,xwa nU,J.ITU J.uen istrvJ uan wrvuU...hmm uxl s l,run w. • •.. w yp _ y- y :Job - --- Truss - - Truss Te Ot PI i Wright Hill II -- 10804313J F06FLOOR 12 1 i. __ __ - - - ------_ _.1_-_ __-__ -_- -------� --_ _...�_ _..--- Job Reference(optional) ---16:-- g 0Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 0204:25 2008 Pae 1 Universal 1-9 0 1&-0 0.11$ 2-6-0 Q$cale-1:25.3 I T7x12 M1118- 3x611 1 3x6 1 6x6=- 3x6 11 6x6-- 3x6 11 T7x12 M1118 1 15 2 3 4 5 6 7 16 8 -- T1 - - } ] n W1WS - - - 14 131. 12 11 10 9 4x8--li 4x4 3x8== 5x16-_- 2-3-0 3-0-0 +3-9-0 15-1-0 0-48 1-10-8 09-0 0-9-0 11-4-0 0-4-8 Plate Offsets(X Y) [1:0-2 0 Edge],[3 0-3-0,0-0-01 j12:0-1 8 Edge],113 0 1-B,Edge] - LOADING SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud I PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.91 Vert(LL) -0.33 11-12 >555 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.5911-12 >315 240 M1118 141/138 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) -0.04 8 n/a n/a BCDL 10.0 Code IBC20031TPI2002 (Matrix) Weight:75 lb LUMBER BRACING TOP CHORD 4 X 2 SPF 210OF 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 4 X 2 SPF 210OF 1.8E !BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 1=920/0.40,8=920/0-4-0 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=2624/0,2-15=-2624/0,2-3=-2624/0,3-d=-2624/0,4-5=-4480/0,5-6=-4480/0,6-7=.2818/0,7-16=-2766/0,8-16=-2766/0 BOT CHORD 12-13=0/2624,11-12=0/3837,10-11=0/4029 WEBS 2-13=-843/0,3-12=0/823,1-13=0/2799,8-10=0/2879,7-10=-333/0,6-10=-1265/0,6-110/474,4-11=0/715,412=-1546/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10.0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S)Standard (H P� s� oy JOS H W. CHANDLER STRUCTURAL No.47462 /STEREO\�Q� FSS/OAL E�G 7/2/08 ins.w...w<<i.o-„u,a,.,nNa�rtii w,e,.,wu,,..n..�ti,,.m,no-,a,�...u.a,n,ry..,urn,,w.,,.oiawu�w,...,.,..,a-�n�a,v..,,i,,,.,�•a.,.ed,.,.�,m..,.,..,a: f� .. . ... ... I Job5k ©J(%1("1t�'lTruss -. _.. __- --_I Truss Type -- --_ - ..___ Qty Ply Wrght 1�i��ill11 CrJ+K.1 r Tt�/�5 --..- OUOni4ve5sal Forest Products,Belch7Fertown,MA.01007- - FLOOR -_- 3 Job Refereennce o tion! -030 s Jan 3 2008 MiTek Industries,Inc.-wed Jul 02 16:00:42 2008 Page 1 0-1-8 2-6-0 1-9-0 1-11 8 1-11-8 -i 0-1-8SQle-1:41.0 1.5x3 1.5x3 - 3x8 1.5x3 I 3x6 1.5J3 1.5)(3 5x16 - 3x8 FP 4x8 1.5x3 11 3x6=-= 3x4 Ii ISI X20' W2 r2- < W3 3+ LTi Wo' f_ 6 �7 _ 8- J W15 t0 1Nf7 _, �1112 � : 2 fit 1-t 21 20 19 1$ 17 16 151 14 13 6x8 -- 6x10-_- 3x8 FP 5x6111 6x8-- 3x8 FP-- 6X1 01 6x8--- 6x6 11-6-0 IIiI 106-0 10-9-0 12-3-0 16-11-8 24-5-0 -- - - -- - - r_, t - -- - -r -- ---- 10-6-0 0-3-0 0-9-0 4-8-8 7-5-8 0-9-0 Plate Offsets(X,Y) [9:0-3-0,Edge],115:0-3-0,Edge],117:0-1-8,Edgej,[18.6 3"dge][22:0-1 8 0 0-_121 - - LOADING(psf) SPACING 2-0-0CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 1 TC 0.85Nert(LL) -0.39 18-20 >502 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.72 18-20 >276 240 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(TL) 0.02 15 n/a n/a BCDL 10.0 Code IBC2003/TP12002 (Mainz) Weight:121 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 270OF 2.2E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins, except end verticals. BOT CHORD 4 X 2 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 21=879/0-5-8,13=212/Mechanical,15=1800/0-3-8 Max Upliftl3=-72(LC 2) Max Grav21=889(LC 2),13=353(LC 3),15=1800(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3787/0,3-4=-3787!0,4-5=-2999!0,5-6=-2999/0,6-7=-2999/0,7-8=0/2243,8-9=0! 43,9-10=-392/1001,10-11=-358/1002 BOT CHORD 20-21=0/2563,19-20=0/4025,18-19=0/4025,17-18=0/2999,16-17=-36/711,15-16=-36)711,14-15=-1976/0,13-14=-444/689 WEBS 6-17=-561/0,9-15=-885/0,2-21=-2652/0,2-20=0/1285,4-20=-250/33,4-18=-1222/0,7-15=-2943/0,7-17=0/2501,11-13=-723/457, 11-14=-763!0,9-14=0/1597 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 Ib uplift at joint 13. 3)This truss is designed in accordance with the 2003 International Building Cade section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nils. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 1 LOAD CASE(S)Standard ��'tN h2gS� Oy JOS H W. CHANDLER STRUCTURAL No.47462 Q- L oPO�FG/STER������ FSSl0AL EAG 7/2/08 'ITrso ieG,isuJ r.r AN]I/IIIwJJv na.1'I.,r.J-,aIIG W.wu,Jiruwr u,J.n,x.J d r�m.wHv ul„iwsra J.l...J..er r.LcvJ umn ora xs aM1vv.a,W...i.ur (� t - - - , --- Truss -- -- ,Job - -rTrussType - ---- Qty-- Ply Wright Hill II ------- -----_-- 1 I,0804257J 1F02- -. -_-.- iFLOOR-__.__.-- -_--__-- 10 --_- 1 I _. -_ - .. 1 Job Reference3 20 8 Mire Industries,Inc. Wed Jul 02 16:00:43 2008-Page 1 o ti_o_nal Universal Forest Products,Belchertown,MA.01007 7.030 s Jan- - 0-1-8 2-6-0 1-9-0 1-10-0 {' 2-5-0_ 1-6-0 2-3-0 0-1-8 - - Scale=1 5T6! 1.5x31.5x3 I .. 1.5x3 3x8 1.5x3 I 3x6= 1.5X3 1 4x8 3x8 FP 4x8 5x16 1.5x3 '11 3x6 3x8 FP= 1.5x3 II ' 3x4 1.5x3 11 3x8= 1.5x3 O 1 2 3 T1 4 6 7 8 913.E 10 11 12 13 1415 16 17 T2 T3 43bei,q W2 W3 r+ - VVIS W12� W16 fi zF M �,r � Wf4� W2ff_a-i- M7 ��f �:_ � r f 1 f � 4 L B1 z { 1 B5Y` 34 0 t r _ 32 31 30 29 28 27 26 t2$ 24 23 22 2.11 20 19 18 6x6 - 6x10 - 3x8 FP- 5x61, " 3x6 11 3x8 FP-- 6x10 -- 7x14 MT20H- 3x6 i 3x6 I 6x8--- 6x8 -- 7x16 3x8 FP= 3x8 FP- 111-6-0 26-3-0 i.- 10-6-0 1�y9-0112-3+0 _- 16-11-8 a 24-9-0 5-6- 34-0-0 - 10-6-0 0-3-0 0-9-0 4-8-8 -- - 79-8 --- 09-0 7-9-0 0-9-0 0-9-0 Plate Offsets(X,Y) 16.0-1 8,Edge],19 0-3 O,Edge1 112:0-1 8 Edge],113 0 1 8,Edge]120 0-3 ,0-0-0],[2 0 3-O,Edgeje 128:0-3 0,0-0-0],129 0-3 QEd eej 133 0-1-8,0-0-12 134.0-1-8,0-0-121 LOADING(psf) SPACING 2-0-0 r CSI bEFL in (loc) I/defl Ud PLATES GRIP I- TCLL 40.0 Plates Increase 1.00 TC 0.95 Vert(LL) -0.4229-31 >491 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.98 `rertjl-) -0.7629-31 >268 240 MT20H 148/108 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.04 18 n/a n/a BCDL 10.0 1 1 Code IBC2003/TPI2002 (Matrix) Weight:171 Ib 1 LUMBER (BRACING TOP CHORD 4 X 2 SPF 270OF 2.2E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 1650F 1.5E (BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 32=834/0-5-8,18=804/0-5-8,25=2397/0-3-8 Max Grav32=900(LC 2),18=864(LC 3),25=2397(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3857/0,3-4=-3857/0,4-5=-3181/131,5-6=-3181/131,6-7=-257/1545,7-8=-257/15415 8-9=-265/1550,9-35=0/3796,10-35=0/3796, 10-11=-2256/403,11-12=-2295/398,12-13=-3696/0,13-14=-3592/0,14-15=-3592/0,15- 6=-3548/0 BOT CHORD 31-32=0/2598,30-31=0/4146,29-30=0/4146,28-29=-131/3181,27-28=-131/3181,26-21,=-131/3181,25-26=-3127/0,24-25=-1375/150, 23-24=-1375/150,22-23=0/3696,21-22=0/3696,20-21=0/3696,19-20=0/3696,18-19=00434 WEBS 6-28=0/476,12-21=0/263,9-25=-1397/0,2-32=-2688/0,2-31=0/1323,4-31=-303/271,4-g9=-1449/0,6-26=-3406/0,9-26=0/2354, 12-23=-1866/0,11-23=-267/1,10-23=0/2396,10-25=-3071/0,16-18=-2519/0,16-19=0/1.76,15-19=-314/0,1319=-257/601 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and reforenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 316d n jils. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S)Standard CN I �y II JOS H W. CHANDLER STRUCTURAL No.47462 Q' ASO��C/STER�� AL EAG 7/2/08 ILx truwisiM1letr,uJ,.rAN,11/rl`Iuwlnv,w,..u,iiiM1.l'Ws AWIhW.w.uW ixhshnn uW w,urildartrlaw6ye.Wuwa nwW.Inu Jven,.bv,W uunimmwra ah„xn.mJu uqf+� I .. • •.. w • - job -- Truss -_-_ Truss Type -- Qty _PI 2'Wright Hill 11 (optional) 0804257J F03GR FLOOR 1 - Y ___ ___ __._ ___ ____: _1 'Job Reference Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 16 00:44 2008 Page 1 1 - i I 0-1-8 --2-6-0 - -- - --1-6-0 Scalls 1 1:11.711 1.5x3---= 3x4 1 3x4 '',1 2 3 3x4- 4 3x4 11 , 9 wW2 W5 -- 81 -_ _ 1.5x3 II 1.5x3 1: > 10 7 11 6 12 5 3x6- 3x6 - 2-10-8 7-3-0 2-10-8 4-4-8 - - -- - - Plate ffsets(X,Y).j2:0-1-8,Edge1,13:0.1-B,Edg� _-_ - LOADING(psf) SPACING 2-0.0 CSI OEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.08 5-6 >999 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.90 Vert(TL) -0.11 5-6 >784 240 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 WB 0.33 HOrz(TL) 0.01 5 n/a Na Code IBC2003/TP12002 g (Matrix) Weight:55 lb LUMBER .BRACING TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 ,BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 8=850/0-5-8,5=961/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2019/0 BOT CHORD 8-10=0/2019,7-10=0/2019,7-11=0/2019,6-11=0/2019,6-12=0/2019,5-12=0/2019 WEBS 3-5=-2124/0,2-8=-211510,2-7=0/458,3-6=0/491 NOTES 1)Trusses to be fastened together to act as a single unit. All loads to be distributed equally over the 2 plies. 2)Unbalanced floor live loads have been considered for this design. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refalrenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10.0.0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)326 Ib down at 2-0-0,and 326 Ib down at 4-0-0,and 326 Ib down at 6-0.0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(ptf) Vert:5-8=20,1-0=100 Concentrated Loads(lb) Vert:10=-326(8)11=-326(B)12=-326(8) P�CN Aigs .� sy p y JOS H W. CHANDLER STRUCTURAL i No.47462 A�Oc FC/STER������ SSS/0AL ANG 7/2/08 ITnrcwtr. truvrJ.—ANSUIV-1a 1 1,I'lei .a, M1..a niu enJ,m sh.v aJ.n,uW mumlawksM1.�v. J.ITsJaen el,vil unn nrw, xdi.w,.xxl...di l:.0 1 .. • f.. ... • - tJob -_.--._.. .- (TrussTruss Type _- -- -- ------ - - -.---- _ YPa i 'Qty Ply Wright Hill II ---_--- 10804257)--- F04GR FLOOR ------- - ----------- -_-- 1 L. 2 Job Reference(optionalj_ Universal Forest Products,Belchertown,MA.01007 -- - 7.030 s Jan 3 2008 MITek Industnes,Inc. Wed Jul 02 16:00:44 2008 Pagel 0-1-8 0 2-6-0 _ 1-2a4 Sca[e=128.5 1.5x3 1' 15x3 1.5x3 11 1.5x3 3x10-- 1.5x3 1 3x41-- 3x4-- 3x8 FP_- 3x10 1.5x3 �1 9 - Tl I T2- 1'nk1{ W2 l W3 ��-- WS W14 Wtt _. 18 611 t g2 ' _ hl - - -- �__ - - 16`. 15 14�,, 13 12 11 3x6--- 4x10 1.5)3 3x12 MT18H FP--- 400 3x6- 1.50 '..1 I 800 - t 17-24 _ 8-0-0 9-2-4 Plate Offsets(X,Y):14:0-11-8,Edgej,[5:0-1-8,Edge] LOADING(psf) SPACING 2-0 0 CSI QEFL rn loc 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.92 Vert(LL) -0.41 14-15 >495 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.97 VertTL 0.64 14-15 >317 240 MT18H 197/144 BCLL 0.0 Rep Stress lncr NO WB 0.84 "orz(TL) 0.07 10 n/a n/a BCDL 10.0 Code IBC2003/TPI2002 I (Matrix) Weight:126 Ib LUMBER — - ORACING TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 210OF 1.8E f$OT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 16=1514/0-3-8,10=1441/0-5-8 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-7289/0,3-4=-7289/0,4-5=-9027/0,5-6=-6733/0,6-7=-6733/0,7-8=-6733/0 BOT CHORD 15-16=0/4091,14-15=0/9027,13-14=0/9027,12-13=0/9027,11-12=0/9027,10-11=0/38614 WEBS 8-10=4066/0,2-16=-4304/0,8-11=0/3032,2-15=0/3380,3-15=-362/0,5-11=-2711/0,4-1P=-2126/0,4-14=0!764,5-13=0/444 NOTES 1)Trusses to be fastened together to act as a single unit. All loads to be distributed equally over the 2 plies. 2)Unbalanced floor live loads have been considered for this design. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nags. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)93 Ib down at 7-10-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-16=-20,1-9=-100 Concentrated Loads(lb) Vert:14=-935(F) i Oy I JOS HW. CHANDLER STRUCTURAL Cn No.47462 q �F �Q yOc G/STERE FSS/OAL E�G 7/2/08 rX-A .. . ... . - fJob - Truss -- Truss Type _._ --_.. .. Qty -- Ply Wright Hill II 1,0804257J iGE01 'GABLE i1 l 1 ,Job Reference(optional _ Universal Forest Products,Belchertown,MA.01007 --- - 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 16:00:45 2008 Pagel l 0-1-8 0 11 8 Scale=1:39.71 3x8 FP ' 12 13 14 15 16 -T2 17 18 19 20 21 _ ,LLl 2 --7 8 9 t��q 11 r }� o SIf1 S� S 3 S 4 — i Y0_ S f¶0 S 1 S A2 S 13 S h4 ST I5 S 6 S 7 2 fi - 44 4 H]5: _ f 5T1 S'16 - S S 8 S I, I ryry 30 2 3x4 3x8 FP ', 3x8 FP 3x6-- 1-4-0 1 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0-- 10-8-0 12-0-0 13-4-0_ 14-8-0_ -_16-0-0 17-4-0 18-8 0--{ 20-0-0_ 0 0 0 ___21-4-0 { 22-8-0 24-0-02A 4r8 LOADING(psf) SPACING 1-4.0- 0 1 CSI 1-4-0 1-4-0- �DEFL 1 4i� (ID)-4 Ode_ 1-4-0 14-0 1-4-0 1-4-0 1-4-0 1-40 0-4-8--- -- 0 1-4-0 1-4-0 1-4-0 1 _ 140 141 ll L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 22 n/a n/a BCDL 10.0 Code IBC20031TPI2002 (Matrix) Weight:74 Ib !LUMBER - - ''.BRACING TOP CHORD 4 X 2 SPF Nc.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 WEBS 4 X 2 SPF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SPF Stud REACTIONS All bearings 2448. (lb)- Max Grav All reactions 250 Ib or less at joint(s)42,22,41,40,39,38,37,36,35,33,32,31,30,29,28,27,26,25,23 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal wgb). 4)Gable studs spaced at 1-40 oc. 5)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and ref@renced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard I �P�(H MgSs 90 ti JOS HW. CHANDLER a STRUCTURAL a No.47462 i � oQO�FcISTER�� SSS/OAL ENG 7/2/08 I - - �Job... . _ -_-. _ __..Truss Truss-Type Qty. Ply_ - Wright Hill-11 Universal Forest Products,Bel 0804257) ertown,MA.01007 --- GABLE - 1-- -I - 7.030 s JaJob Reer3 2008 optional) i ek nal)Industries,Inc-Wed Jul 02 16:00:45 2008 Page 1 0,1'8 00,8 Scale=1:14.71 1.5x3= 1.5x3 1.5x3 I I 1.5x3 11 1.5x3 !I 1.5x3 !1 1.5x3 %i 3x4 1 3x4 11 2 3 4 5 6 7 815x3 - _ o' - Ti -- 17 o W1 $T� _ Ty T—. __.. __... T'. STI 6L L -� 01 - - -- - I I 3x4 -- 1.5x3 11 1.50 I, 1.5x3 !'.. 1.50 11 1.50 II 1.50 II 3x4 - 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 8-11-8 1-4-0 1-4-0 1-4-0 1-4-0 -0 1A 1-4-0 0-11-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n1a n/a 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.02Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code IBC2003/TP12002 (Matrix) 1 Weight:28 lb LUMBER - BRACING TOP CHORD 4 X 2 SPF No.2 ITOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud OTHERS 4 X 2 SPF Stud REACTIONS All bearings 8-11-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)16,9,15,14,13,12,11,10 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and refierenced standard ANSI7TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard �P��N n2yss9 JOS H W. CHANDLER -a STRUCTURAL ti I N o.47462 Q. q�O�F0/STER�� FSS/0AL E�G 7/2/08 "IL,a wua iv hI.IrwurJ x.AY11/II.1 wiliv«vuvo„rnla.l9.iiv Adl k-ula,amJ,vwaM1rwn wW.viwr.I n,rimlawi4.a,aMxwsn.a.J.ilia J.xien,.bmvi uuw,rwvwva.Ji,ixn.enJ.s l.N w, ! w. • •w ... • , ,0804257) - GE03 -. _ Truss Type __---- ----__. -_.. - City Ply 1 Wright Hill II Job I 1Job Reference(optional) Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 16:00:45 2008-Page 1 0-1-8 0-1-8 Scale=1:55.81 38 x FP 3x8 FP-- 01 2 3 4 T1 6 7 8 9 10 11 12 13 14 15 16 17 18 1920 21 22 23 24 25 26 27 2829 r 2S 5 S 6 S -18 S 9 TO ST41 STI-2 S 3 STi -SfiY3 S Sfi2Y S S S 4 60 131 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 3x4 - 3x8 FP--- 3x8 FP 3x4 340-0 0 12 0 0,13-4-0 148-0 16-0-0 17-4-q 18-8-0 20-0-0 21-4-0 22-8-0 24 0-0,25-4-0,26-8-0,28-0-0 29-4-0 30 8-0,32-0 0 334-0 1-4-0 2-8-0,4-0 0 5�0 6-8-0,8-0-0,.9-4-0,10-8- -- l 1 I I---- ---r- — -------- --- i 1-40 1-4-0 1A-0 1-40 1-40 14-0 1-4-0 1-40 1-0-0 1-4-0 1-4-0 1-40 1-4-01-4-0 1-4-0 1-40 1-40 1-4-0 1-40 1-4-0 1-4-0 1-40 1-40 1-40 1-4-00-8-0 Plate Offsets(X,Y) [1:Edge,00-12],159:0-1-8,0-0-121,[60:0-1-8,0-0-121 LOADING(psf) SPACING 1-40 CSI OEFL in floc) 1/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 y/ert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 30 n/a n/a BCDL 10.0 Code IBC2003/TP12002 (Matrix) Weight:102 lb LUMBER BRACING TOP CHORD 4 X 2 SPF No.2 tOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud I OTHERS 4 X 2 SPF Stud REACTIONS All bearings 340-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)58,30,57,56,55,54,53,52,51,50,49,48,46,45,44,43,42,41,40,39, 38,36,35,34,33,32,31 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e,diagonal web) 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 316d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard I N MqS F,P S9O 'I ti JOS H W. CHANDLER r STRUCTURAL No.47462 YO -/STER�� FSS/0 LENS 7/2/08 Iha hnu is bUlehueuJ x./sM11/II'1 weLiv«wruu,nirl'Iw.r 9nlih,n sin.nJrm shown atxl,muaNnxuns lv,l..u.xh,xwx nur J-fhvr J.sen.r bv..0 uxxi oamiva,xs sh�vm..nJ s lrf. 1 .. ♦ •�. w ♦ Job S,U`Q,[�tFl.r [Truss ---_--_.. - `Truss Type----- ---- -_-_ Qty -_- Ply -----[Wri�g+ht Hill II �`_ A 0804258J7`),�.i F01A FLOOR Lc� (,�c.x'{1 ' � - --- C v,, 111 _ 1 '�r 1',65 ----_-.- -i -._. Job Reference(optionalZ - - -- Universal Forest Products,Belchertown,MA.01007 7.030 s Jan 3 2008 MiTek Industries,Inc. Wed Jul 02 16.02.28 2008 Page 1 R' 0-1-8 1-3-0 108 180 ---- iScale-1:39.8; 1.5x3 1.5x3 - 48 3x8 3x4 3x4 1.5x3 11 1.5x3,11 3x4 =- 3x8 FP 3x4 3x10 410-- 3x4 I i 3x6 0 8 9 10 11 12 1329 14 �2' rt_1 �1 } t S2 r 2 3 4 5 6 7 � ,y W22.� 4 m'I`1 - I a � g� { 21 26 25 24 23 22 21 20 19 18 17 16 15 6x6 6x8 -- 6x6 6x6 46 1 4x6 1'' 6x6-- 6x6-- 6x8 6xa0--- 3x6 II 3x10 MT20H FP-= 3x10 MT20H FP- 1 10-4-8 22-0-0 23-8-8 10-4-8 11-7-8 1-8-8 I� Plate Offsets(X,Y):121 0 3 O,Ed_ge],122 0-3-O,Edge],[28.0-1-8,0-0-1 01 - -- - — LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.70 Vert(LL) -0.55 21-22 >467 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.44 Vert(TL) -0.96 21-22 >269 240 MT20H 148/108 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.06 16 n/a n/a 1 BCDL 10.0 Code IBC2003/TPI2002 (Matrix) 1 Weight:114 lb LUMBER BRACING TOP CHORD 4 X 2 SPF 270OF 2.2E TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 270OF 2.2E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 27=1061/0-3-8,16=1278/0-5-8 Max Grav27=1281,(LC 2),16=1400(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3496/0,3-4=-6010/0,4-5=-7603/0,5-6=-8316/0,6-7=-8316/0,7-8=-8316/0,8-9=-7567/0,9-10=-7567/0,10-11=-5952/0, 11-12=-3397/0 BOT CHORD 26-27=0/2120,25-26=0/4950,24-25=0!1000,23-24=0/8124,22-23=0/8124,21-22=0/8816,20-21=0/8104,19-20=0/8104,18-19=0/6953, 17-18=0/4872,16-17=0/1867 WEBS 2-27=-2389/0,2-26=0/1645,3-26=-1734/0,3-25=0/1264,4-25=-1181/0,424=0/719,5:24=-651/0,5-22=-288/677,12-16=-2254/0, 12-17=0/1825,11-17=-1760/0,11-18=0/1287,10-18=-1195/0,10-19=01133,8-19=-683/0,8-21=-247/718 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and rdferenced standard ANSI/TPI 1. 4)Load case(s)1 has/have been modified.Building designer must review loads to verify that they are cpnect for the intended use of this truss. 5)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nail$. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)Due to span to depth ratio of this truss,the floor may exhibit objectionable vibration and/or deflection.,Building designer to consider providing means to dampen possible floor vibration. LOAD CASE(S)Standard Except: 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pIf) Vert:15-27=-20,1-14=-80 oy JOS H W. CHANDLER I STRUCTURAL n No.47462 opO�Fc/STER������ SSS/OAL ENG 7/2/08 IL1vuv 11s11.1tr.,N.+.r-111 PI wilnv..wri„mla il.i,v.A.II1.Ww.enJ iw.-rhwn vd ur,,.rilW umlaw4v uh,iwv u,JN.i'CuJ.venish...il uan ovu,.a,:s..h..wi.uxlu�ai .. • •� — Jab -- Truss Truss Type - Qt' Ply I Wright Hill 11 w 0804258J GE04 (GABLE 1 1 1Job Reference(optional_ - - _ - _+ - ----- - ----- - -- -- 7.030 s Jan 3 2008 M�Tek Industries,Inc. Wed Jul 02 16:02:28 2008 Page 1 Universal Forest Products,Belchertown,MA.01007 I 0-1-8 Scale=1:38.81, 3x8 FP- 3x4 I ,, 20 o1 o, T1 8 1 12 15 16T2 17 18 19 SB S S }6 S II97S0 -ST3 5714-SS*1 S 2 3 SY4 S 5 32 dI 1 f 3x8 FP- 1-4-0 P--- 3x4 I'. 3x4 " I III 1- -0 2-8-0 1 4-0-0 { 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0___ r 12-0-0 y 13-4-0 14-8-0 16-0-0 17-4-0_- I 18-8-0 20-0-0 21-4-0 22-8-0 t 23-8-8_1 40 1-4-0 1-40 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1 1-40 -, 1-4 0 14-0 140 - 1-4-0 1-4-0_-_ 1-4-0 _—140 _ 140 1-0-8 - LOADING(psf) SPACING 2 0-0 CSI bEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a n/a 999 MT20 1971144 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 21 n/a n/a Weight:72 Ib BCDL 10.0 Code IBC2003/TP12002 (Matrix) - LUMBER - - _ -- BRACING TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 (BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud OTHERS 4 X 2 SPF Stud REACTIONS All bearings 23-8-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)40,21,39,38,37,36,35,34,33,31,30,29,28,27,26,25,24,23,22 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal w*b). 4)Gable studs spaced at 140 oc. 5)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSUfPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S)Standard oy , JOS HW. CHANDLER STRUCTURAL m No.47462 Q- °PORFc/STER������ FSS/OAL ENG 7/2/08 _-.. SI/Iliwilnr,w .+.w.m,Jw,iln wn wW un,u,ddnmi,m4v W,aw,w.-w.d."TUJ.,,en,s 'Ifi .s I.MldrvY r wnln s Aulll