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Plans (39) y ,-- c o c 7 c1 0 0 a m /33 7� /Sr 4k'Cee� *� -o u 8 S"i u r 5, r 5_ o ;I. D W-1 N 'a r a `m a (. o T 9 `\\\ -rnr � � � � oy � CFIVEI 03 O -\\ c a o. a a a 2 2 E 111111101A.0A \ O co 0 N O O Ocn N A > DEC 2014 z �� CITY OF TUGARD z • BUILDING DIVISION „ 60-09-00 Illi N NN N N 4 19-06-00 19-00-00 11-02-00 O Nsr:] O O O O O O ,.. ,, I _1 _I ._, _ ,.. ,...., , ...... — — tl _ i .ii mil .'I o 11— q V m. 3 I \ _ �E01 S Ss�I ail O O :-. E02 ...i,,,..'" . i, i, I 1.S:...7: l.11,5 , I 'Di2 I E05 E04 . ` 'it 'Inti liinil wfa"-11 I C'u x1, .—m1 2-0;-00 �. -I L-11 I I III II 1 II Miii9if*IiS_9�1I�isCM 1111111111111- Isl iiPiI• \ I- ViI ' jR g,, FO. 4 - -' n3 d bI 'Zt Mil, - / IIL a : -� �' u . ,ac a 11 Ii; $ = N10.1111 \ '�8000 I1 , : bo r r ` rn_2 .-:°. MELIIMErr-116.. , L. n on, li aoo �I��t is , I ` IIli, Nil '!I =E. ... J �__ I = � ' f i -— ISI I _� 7 S IP FS i ri T ni J ,3 / f i ;1/ —_N� O O' � D •• N ' = x'16 8 Imo % I:'• �' 2 5 t 6• › ': -li 1I 2-011-00 1 RI�I� ,I.i/ IU 3 —) - TAIE! 1" 1 4 ILII ‘,X SIIDill 7 / 1 I a JB I 1 / ; I �I. 6\ J _ II I oil — tlailli I'd 0 , O � 4. „,„ I 4 IIMI 1 I ilh,X. MMINI1 I. FIL .jI�1.n n I SI I\ ''''- qf ;I IIIIIIII!!lIIIIMIIuI■IIE''_ a! IMM�I IIIIEI ! IINI I !MIM!' .,:-.,1'03-.. '''' ..,1 :--- �O oo 8-00I 60-09-00 l 15877 SE 98th Ave S IS A TRUSS PLACEMENT DIAGRAM ONLY. PR Q III Clackamas, Or 97015 mi trusses are designed as individual bolding components to be incorporated into the building design at the specification of the building designer. See the Phone: 503-557-8404 individual design sheets for each truss design Identified ---- - - on the placement drawing. The building designer is B ER: DATE: SCALE: responsible for temporary and permanent bracing of the VP Custom Const 5/28/2014 NTS roof and floor system and for the overall structure. The design of the truss support structure including ilmi PROJECT: DRAWN BY: JOB#: headers,beams,walls,and columns is the responsibility 13-1043 Kutsar Cody Clarke B1402781 of the building designer. For general guidance 1 regarding bracing,consult"Bracing of wood trusses” ADDRESS: available from the Truss Plate Institute,583 D'Onifrio 01+ Tigard, OR Drive;Madison,WI 53179 Job i Truss Truss type Qty Ply VP Custom Consvucuon 81402781 A01 California Girder 1 1 Job Reference(optional' Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke - --Run:7.430 s Oct 14 2013 Print 7A30 s Oct 14 2013 M7ek Industries,Inc.Wed May 2810.08:55 2014 Page 1 ID:BtooLOOSOiSgbDIxzL?rE7zS1YC-M66GJQ 3M1hk1JmfsERKWX5BxYGRUxuOj?IQGYz8zIM 23-0-7 2-2-4 1 7-0-11 7,5r7 13-3-2 I 20 -7-3 122-7-1111 28+8 I 35-0-8 I 40-11-9 41r4-5 46-1-10 I 50-10-8 62-4-6 2-2-4 4-10-7 2 5.9-11 7-4-1 2-0-8 3-4-1 8-8-0 5-11-1 0-4-12 4-9-6 4-8-14 1-6-0 0-4-12 Scale=1:92.7 64= 5x6= 3x4 II 6x8= 6x6-2 8x6= 6 7 _ 8 4x10= �p 8.0012 R?Spedal a s ► 1 m o �1 . a / 3x6 v 4x8 �// :144%''-':17 _a� 10 , :l' r. 2 W'14v�1:2, 1210 16 r 1 //�'\ \ / 6x8= 6x12- { • W'3 N �'-'-� -♦ S - �Ac9I16 _ _ 115X8 urs' - 1a „ 121nd__ �� „ $ r a ,V , LUS24 23 LUS24LUS24 21 0 25 24 22 20 19 18 15 14 13 4x6= LUS243x8 4x8 4x6 3x4 .1 8x8 - 6x8= 3x4 3x4 II 44= 3x4 II LUS24LUS24 LUS24LUS24LUS24LUS24 3x4 I' MUS26 LUS24 LUS26 22-7-11 2-2-4 I 7-0-11 + 13-3-2 19-3-12 X0-7-$ _26-4-8 35-0-8 41-4-5 _ 46-1-10I 6 1 1050-10-8 2-2 4 4-10-7 6-2 7 10 h 3-7�2-0 8 38-13 --- 8 8-0 -6-3-13 I 4 9 6 - I 4-8-14 I Plate Offsets(X,Y) [1:Edge,0-2-12],[2:0-1-0,0-1-12],[4:0-2-12,0-2-0],[5 0 5-12,0 3 12],[6:0-4-0,0-1-8],[7:0-2-0,0-2-4],[9:0-5-0,0-1-8],[11:0-0-0,0-0-3],[14:0-2 12,0-2-0], [16:0-5-4,0-3-81,117:0-5-12,0-3-Q],(19:0-2-12,0-2-01,[21:0-4-9,0-4-8j,[24:0 1-15,0-2-01,[25.0-4-12,0 1-81_ LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.57 Vert(LL) -0.16 16 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.59 Vert(TL) -0.52 16-17 >723 180 BCLL 0.0 * Rep Stress Incr NO WB 0.97 Horz(TL) 0.22 11 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:351 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins,except T2:2x6 DF 2250F 1.7E,14:2x6 DF No.2 2-0-0 oc purlins(4-1-6 max.):3-5,6-9. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. B3,B5:2x4 DF Std G,86:2x4 DF No.1&Btr G WEBS 1 Row at midpt 4-21,5-21 WEBS 2x4 DF Std G*Except* MiTek recommends that Stabilizers and required cross bracing W8,W1:2x4 DF No.1&Btr G be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 DF No.1&Btr-G 2-2-7 Installation guide. REACTIONS (lb/size) 1=2689/Mechanical,11=1366/0-5-8 (min.0-1-8),21=6266/0-5-8 (req.0-6-11) Max Horz 1=-166(LC 5) Max Uplift!-771(LC 7),11=-431(LC 7),21=-2143(LC 7) Max Gray 1=2725(LC 11),11=1368(LC 12),21=6266(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3239/866,2-3=-1375/558,3-26=-1050/479,26-27=-1050/479,27-28=-1050/479, 4-28=-1050/479,4-29=-459/2547,29-30=-460/2549,30-31=-460/2550,31-32=-461/2550, 5-32=-461/2551,5-6=0/961,6-7=-258/238,7-8=-2834/766,8-33=-2818/763, 9-33=-2818/763,9-10=-1464/473,10-11=-1854/491 BOT CHORD 1-34=-804/2572,34-35=-804/2572,25-35=-804/2572,25-36=-804/2572,36-37=804/2572, 24-37=-804/2572,24-38=-749/147,38-39=-749/147,23-39=-749/147,23-40=-749/147, 22-40=-749/147,22-41=-749/147,41-42=-749/147,42-43=-749/147,21-43=-749/147, 20-21=-1766/423,19-20=-1762/420,7-17=-1412/446,16-17=0/263,8-16=-637/301, 13-14=-262/1436,11-13=-262/1436 WEBS 2-25=-294/1471,2-24=-1619/498,3-24=-114/307,4-24=-106/1210,4-22=0/444, 4-21=-3341/1048,5-21=-3100/1272,5-20=-118/251,5-19=-437/2524,6-19=-1250/104, 17-19=-1118/364,6-17=-177/1231,7-16=-549/2692,14-16=-124/1322,9-16=-338/1823, 9-14=-346/65,10-14=-366/187 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=6ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)WARNING:Required bearing size at joint(s)21 greater than input bearing size. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=771, 11=431,21=2143. Continued on page 2 / ` 'Truss '1 cuss 1 YPe I Qty Ply VP Custom Construction 91402781 A01 California Girder 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print. .430 s Oct 14 2013 MiTek Industries,Inc.Wed May 28 10:08:55 2014 Page 2 ID:BtooLOOSOiSgbDlxzL?rE7zS 1 YC-M66GjO_3M 1 hk1 JmfsERKWX5BxYGRUxuOj?IOGYzBzIM NOTES 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1- 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 1-7-4 from the left end to 19-7-4 to connect truss(es)JA01 (1 ply 2x4 DF),JA02(1 ply 2x4 DF),JA03(1 ply 2x4 DF),JA04(1 ply 2x4 DF),JA05(1 ply 2x4 DF),JA06(1 ply 2x4 DF),JA07(1 ply 2x4 DF),JA08(1 ply 2x4 DF),JA09(1 ply 2x4 OF),JA10(1 ply 2x4 DF)to front face of bottom chord. 14)Use Simpson Strong-Tie LUS26(4-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 20-6-12 from the left end to connect truss(es)ja1 1 (1 ply 2x4 HF)to front face of bottom chord. 15)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 0-6-4 from the left end to connect truss(es)E04(1 ply 2x4 DF)to back face of A bottom chord. 16)Use Simpson Strong-Tie MUS26(6-10d Girder,6-10d Truss,Single Ply Girder)or equivalent at 2-2-4 from the left end to connect truss(es)E05(1 ply 2x6 DF)to back face of bottom chord. 17)Fill all nail holes where hanger is in contact with lumber. 18)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)218 lb down and 178 lb up at 7-6-2,255 lb down and 239 lb up at 9-7-4, 264 lb down and 245 lb up at 13-7-4,264 lb down and 245 lb up at 15-7-4,264 lb down and 245 lb up at 17-7-4,and 153 lb down and 172 lb up at 19-7-4,and 827 lb down and 611 lb up at 20-7-3 on top chord. The design/selection of such connection device(s)is the responsibility of others. 19)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)Dead+Roof Live(balanced)+Uninhab.Attic Storage:Lumber Increase=1-15.Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-80,3-5=-80,5-6=-80,6-9=-80,9-12=-80,1-18=-20,16-17=-20,11-15=-20 Concentrated Loads(Ib) Vert:5=-777(F)25=-1336(B)21=-232(F)20=-755(F)26=-118 27=-155 29=-164 30=-164 31=-164 32=-53 34=-654(B)35=-123(F)36=-57(F)37=-57(F)38=-52(F) 39=-53(F)40=-53(F)41=-53(F)42=-53(F)43=-53(F) Job I cuss I russ 1 ype uty Hy VP Custom Construction 81402781 A02 ]California 1 1 , l ! ',Job Reference(optional) Pro-Build Clackamas Truss,CI ,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:/.430 s Oct 14 2013 t9Tek Industries,Inc.Wed May 28 11108:56 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-qIgexm?h7LpbfTLrOxyZ2IdHKybdDPt Xxf2zo?zBzIL ..._....._ .....- 25-8-12 11 071,172 124813I 17-0-12 I3- 1 -20217$171 32-9-8 2 i. 36-8-91' 31jfp 5-1-8 a 3-11-1 0-3-4 5-10-14 5-8-14 '1- 6-0 Scale=1:93.3 3x6 8 5x12 MT18H 5x8=Specal 4x6 -a, 5x6= 3x4 I I 6x6 x6 1 6x8=- 6 ,K \ 10 m m00 F12 2 4x6= 4 ,, a, 'I o !A 9 j% v -- .W'8' 3x6, c, ,:. "7' ., .1 ' c y 4x6%% /' 10 E A!. „a `t i \12 I. - V 4 1.14 a cc W 15 A'3 10 1�5 11/458x12)I 6x10 18 2 q I 0'3 0811 13 , c%r W14 t --.,,--: :E - ■ s J '--\,,. 14,4 '- o 27 26 25 24 23 22 21 20 17 16 15 4x6 3x4 4x8 4x8 5x10= 3x4 II 3x4 II 3x4 I I 4x8= 3x4 I I 5x8= ------ 6-9-11 1 17-0-12 0-4-3-3- '2-2-0-6- 24-1-$ 32-9-8 36-11-13I 42-10-10 , 48-7-8 6-9-11 � 20-4- - - 5 '1-7- 8-8-0 4-2-5 5-10-14 5-8-14 Plate Offsets(X,Y): [5:0-5-8,0-2-8],[6:0-4-0,0-1-8],[7:0-2-4,0-2-0],[8:0-3-0,Edge],[9:0-2-13,0-3-0],[11:0-8-0,0-1-8],[13:0-0-0,0-0-3],[16:0-2-8.0-1-12],[18:0 3 8,0 2-0],[19:0-8-4 ,0-5-12],[21:0-2-8,0-1-8],[23:0-5-0,0-3-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.85 Vert(LL) -0.34 23-25 >597 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.65 Vert(TL) -0.67 23-25 >299 180 MT18H 220/195 BCLL 0.0 * Rep Stress!nor YES WB 0.91 Horz(TL) 0.18 13 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:340 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2:2x6 DF No.2,T4:2x4 DF 2400F 1.7E end verticals,and 2-0-0 oc purlins(4-5-0 max.):2-5,6-11. Except: BOT CHORD 2x4 DF No.1&Btr G*Except* 1 Row at midpt 6-9 B3:2x4 DF Std G,B4:2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 OF Std G`Except* WEBS 1 Row at midpt 3-23,5-23,6-21 W15:2x4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing • be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS (lb/size) 13=1381/0-5-8 (min.0-1-8),23=4837/0-5-8 (min.0-5-3),26=385/Mechanical Max Horz 26=-229(LC 6) Max Uplift13=456(LC 8),23=-1825(LC 8),26=-292(LC 8) Max Gray 13=1381(LC 1),23=4837(LC 1),26=673(LC 12) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-28=-601/384,28-29=-485/386,2-29=-471/398,2-30=-414/354,30-31=-414/354, 31-32=-414/354,3-32=-414/354,3-33=-50/1634,33-34=-50/1634,34-35=-50/1634, 4-35=-50/1634,4-36=-46/1629,5-36=-50/1636,5-6=-127/321,6-8=-279/97,6-7=-120/327, 7-9=-1764/642,9-10=-1901/646,10-37=-1895/645,11-37=-1895/645,11-38=-1177/505, 12-38=-1334/494,12-39=-1633/535,13-39=-1861/511,1-26=-656/336 BOT CHORD 25-40=-497/35,40-41=-497/35,24-41=-497/35,24-42=-497/35,2342=497/35, 22-23=-7441143,21-22=-740/142,7-19=-1189/330,10-18=640/291,15-16=-287/1435, 13-15=-287/1435 WEBS 2-25=-413/78,3-25=-38/971,3-23=-1803/603,4-23=-1332/928,5-23=-1932/543, 5-21=-188/1790,6-21=-1127/0,19-21=-496/262,6-19=-17/908,7-18=-345/1854, 16-18=-109/1360,11-18=-224/1276,11-16=-520/22,12-16=-529/246,1-25=-368/428 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=6ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)0-3-4 to 3-3-4,Interior(])3-3-4 to 3-11-8,Exterior(2)3-11-8 to 6-11-8,Interior(1)9-11-8 to 20-4-3,Exterior(2)22-8-0 to 25-8-12,Interior(1)28-8-12 to 29-0-12,Exterior(2)33-10-0 to 36-10-0,Interior(])39-10-0 to 47-1-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)13=456, 23=1825,26=2922. Continue on page Job yp i Ply VP Custom Construction � I cuss TnissTe �is nce(optionat) BP o-Build Clackamas Truss,Clackamas,OR 97015-1129,Codyy W.Clarkelnia Run:7.4301s Oct 14 2013 Print:7.430 s1Oct 114 2013 MiTek Industries,Inc.Wed May 28 10:08:56 2014 Pae 2 y ID:BtooL00S0iSgbDlxzL?rE7zS1YC-glgexm?h7LpbfTLr(bcyZ2ldHKybdDPlXxf2zo?z zIL NOTES 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Fix heels only Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)168 lb down and 151 lb up at 7-3-2,171 lb down and 182 lb up at 11-4-4, 251 lb down and 239 lb up at 13-4-4,260 lb down and 245 lb up at 15-4-4,and 260 lb down and 245 lb up at 17-4-4,and 827 lb down and 611 lb up at 18-3-12 on top chord ,and 111 lb down and 131 lb up at 9-4-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 14)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 1P)Dead+Roof Live(balanced)+Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-80,2-5=-80,5-6=-80,6-8=-80,9-11=-80,11-14=-80,27-41=-20,41-42=-60,20-42=-20,18-19=-20,13-17=-20,8-9=-80 Concentrated Loads(Ib) _ Vert:4=-160 30=-68 32=-71 34=-151 35=-160 36=-777(F)40=-111 Jodi 1 MISS TNSS Type • "y VP Custom Construction # 1 61402781 A03 'California 1 1 4 Pro-Build Clackamas Truss,Cla Job Reference 3f 8T I) { fv1 ckamas,OR 97015-1129,Cody W. 'arke Run:7.430 s Oct 14 2013 Prim:7.430 5 Oct 14 1420 3 MiTek ndustries,Inc.Wed May 28 10:08:57 2014 Page 1 ID:BtooLOOSOiSgbDixzL?rE7zS1 YC-IUD 1860JuexRGcw2zfTobyASAMxfytGhAJnXKRzBzlK 25-8-12 6-9-11 9-2-7 11-11-4 17-0-12 1 20-4-3 122-6-3 i24-1- 9 32-9-8 34-8-936-11- 46-2-0 48-7-8 150 1- 6-9-11 2-4-12 2-8-13 5-1-8 3-3-7 2-2-0 '1-7 1-74' 7-0-12 1-11-1 2-34 9-2-3 ' 2-5-8 '143-0' Scale=1:88.8 3x6- 9 13 5x8= 4.x6 ...Nts 5X6= 14 5x8 Job - truss fruss Type Qty Ply VP Custom Construction B1402781 A03 California 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 lkSTek Industries,Inc.Wed May 2810:08:57 2014 Page 2 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-IUD1860JuexRGcw2z(TobyASAMxfytGhAJnXKRzBzIK NOTES 9)Bearing at joint(s)17 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)17=448,27=763,30=193. 11)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job I Truss Truss Type Qty Pty VP Custom Construction , 1 81402781 A04 California 1 1 Job Reference(optional) -Pro-Build Clackamas Truss,Cladcamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print 7.430 s Oct14 2013klTek Industries,Inc. Wed May 28 1068:58 2014 Page ID:BtooLOOSOiSgbDh¢L?rE7zS1 YC-mhnPLSOxfy3lumVEXM_17AIfAmHxhKpgPzX4stzBzlJ 6-9-11 I 11-2-7 1101-4 174-12 I 20-43 122-634-1-6 26-9-7 I 32-8 9 _. 3219-836-11-13_ ____ 46-2-0 ___f 48-7-8_50-1--a 6-9-11 4-4-12 0-613 5-1-8 3-3-7 2-2-0 1-7-5 2-7-15 5-11-2 0- 15 4-2-5 9-2-3 - 2-5-8 '1-6-0 Scale=1:88.8 15 11 13 16 3 5 2 5x8= 4x67, 2 W2 t 5x8 aQ 800 12 6k6� �'61c10= 9 �'/t ! N 4x4= � 1 I% 3x6 a 2 6 7// r /I \ �, 18 G 4 / / 13 W 2 4 :tofg 4x6 VJ8 3x6co 1 . ic W W15 /f Vitt Vit 19 #t1211 6xi0cl+ - .0 ]" a�lfx- W ! a - K -4 ` ''Ilr4 2114 31 24 23 22 b 34 33 32 30 29 28 27 4x8= 5x6= 4x8 v 4x8= 4x8= 5x8-= 6x8 4.0012 6-9-11 17-0-12 20 4322-6-394-1-8 __--_32-9 8 I 36-11-13 I 46-2-0 Ii _ 1 48-7-8, 6-9-11 10-3-1. 3-3-7 2-2-0 1-7-5 _._ 8-8-0 4-2-5 9-2-3 2-5-8 Plate Offsets(X,Y): [6:0-1-12,0-2-01,[8:0-5-8,0-2-4],[9:0-4-0,0-1-81,[10:0-2-8,0-2-0],[14:0-3-0,0-4-0],[17:0-4-0,0-1-8],[19:0-2-12,0-1-81,[20:0-1-2,Edge],[22:0-2-12,0-3-8], [23:0-2-12,0-1-121,125:0-3-8,0-2-81,[26:0-8-4,0-5-121,[28 0-4-0,0-2-01,[30:0-4-0,0-2-121,[32:0-1-15,0-2-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.77 Vert(LL) -0.23 30-32 >891 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.66 Vert(TL) -0.77 22-23 >487 180 BCLL 0.0 * Rep Stress lncr YES WB 0.83 Horz(TL) 0.25 20 n/a n/a BCDL 10.0 Code 1RC2009/TPI2007 (Matrix) Weight:369 lb FT=10% LUMBER BRACING TOP CHORD 2x4 OF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2:2x6 DF No.2,T4:2x4 DF 2400F 1.7E end verticals,and 2-0-0 oc purlins(4-2-2 max.):2-8,9-17. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B3,B5:2x4 DF Std G,B4:2x6 DF No.2 WEBS 1 Row at midpt 6-30,8-30,9-28,19-23 WEBS 2x4 DF Std G*Except* 1 MiTek recommends that Stabilizers and required cross bracing W17:2x4 DF No.1&Btr G I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 20=1365/0-5-8 (min.0-1-8),30=3516/0-5-8 (min.0-3-12),33=243/Mechanical Max Horz 33=-281(LC 6) Max Uplift20=-452(LC 8),30=-764(LC 8),33=-81(LC 8) Max Grav20=1365(LC 1),30=3516(LC 1),33=350(LC 12) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-118/290,4-6=-118/290,6-39=-39/1636,39-40=-39/1636,7-40=-39/1636, 7-8=-38/1636,8-9=-126/359,9-10=-183/485,10-12=-1822/804,12-42=-1822/804, 42-43=-1822/804,14-43=-1822/804,14-17=-1816/802,17-18=-1199/490,18-19=-1552/463, 19-45=-3268/985,20-45=-3373/980,1-33.-319/109 BOT CHORD 32-33=-272/281,32-46=-673/137,31-46=-673/137,31-47=-673/137,30-47=-673/137, 29-30=-826/178,28-29=-8231178,10-26=-1400/508,14-25=-479/257,22-23=-722/2575, 20-22=-766/2824 WEBS 2-32=-562/207,6-32=-133/1078,6-30=-1527/388,7-30=-421/182,8-30=-1759/441, 8-28=232/1869,9-28=-1041/16,26-28=-648/334,9-26=-141/944,10-25=-350/1819, 23-25=-146/1432,17-25=-213/959,17-23=-501/126,19-23=-1450/612,19-22=-134/927 - NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=6ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)0-3-5 to 3-3-5,Interior(1)3-3-5 to 8-2-7,Exterior(2)8-2-7 to 11-2-7,Interior(1)13-11-3 to 20-4-3,Exterior(2)23-9-7 to 26-9-7,Interior(1)29-6-3 to 29-11-4,Exterior(2)32-8-9 to 50-1-8 zone;cantilever left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)33 except(jt=lb) ConttiinuedSon pagen 2 Job Russ t russ{vaey VP Custom Construction B1402781 A04 'California :1 1 ,Job Reference{optional) Pro Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.436 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:08:58 2014 Page 2 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-mhnPLSOxfy3lumVEXM_17AIfAmHxhKpgPzX4s1aBzlJ NOTES 11)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Sob 111$8 Truss Type Oty Pfy VP Custom Construction ) 1 81402781 A05 California I I Job Reference Optional) Pro-Budd Cladamas Truss,Clackartas,OR 97015-1129,Cody W.Clarke Run:7.430s Oct 14 2013(hitt:7.430 s Oct 14 2013 M l ek Industries,Inc.Wed May 28 10:08:59 2014 Page 1 1D:BtooLOOSOGSgbDlxzL?rE7zS1 YC-EtLnZo1 ZQGB9Ww4053VGgNFpKAewOmi_edGdPJzBz11 28-9-7 30-11-13 , 6+10 I 12-9-11 13r27 19-2-0 1 264-3 128-6-311 911 -._.._38-7-14 _- as-z-o __- 148-7-8 50±1 6410 6-5-2 0-4-12 5-11-9 7-2-3 2-2-0 1-11-2 7.8-1 7-6-2 2-5-8 16-0 0-3-4 0-34 Scale=1:94.1 5x8= 5x8 6x8= m 6x6= 6 7 m IT I m I Th 3 6x6= im w 5..� 6 6 ea 6 8.00 12 � � 3x6 //� / ,-;x69:3xs� i 3x6 G , 9 v 2 r \IIIAL c % \ �N 4x6 73 N�2V W 3x6 CV 1 W 4 1 /� 10 aW \ _ d'.. �_ ` 1112 4 131 4 O _ - O ..... 1 14 13 �� 24 23 22 21 20 19 18 17 164x6_ 5x8=4x8 3x4 li 3x6= 3x6= 4z8= 4x6= 3x8= 3x4 II 3x4 I I 6x6= 8x8= 3x4 I I 4.00112 6-4-10 12-9-11 - 1 16-0.121 26-4-3 28-6-330-11-19 35-1-0 I 38.7-14 1 46-2-0 148-7-8 6-4-10 6-5-2 3-3-1 10-3-7 2-2-0 2-5-11 4-1-3 3-6-14 7-6-2 2-5-8 Plate Offsets(X,Y): 13_:_0-4-0,0-1-81,[6:0-4-0,0-1-41,[7:0-2-0,0-2-8],[10:0-2-8,0-1-81,[11:0-1-10,0-0-91,[13:04-0,0-3-4],[15:0-2-8,0-3-121,[19:0-2-12,0-1-12],[20:0-3-0,0-3-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.80 Vert(LL) -0.28 19-20 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.62 Vert(TL) -0.87 16 >447 180 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(TL) 0.16 11 n/a n/a • BCDL 10.0 Code IRC2009/TP12D07 � (Matrix) Weight:364 lb FT=10% LUMBER BRACING TOP CHORD 2x4 OF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins, except T2:2x6 DF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-5,6-7. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 DF Std G"Except` 10-0-0 oc bracing:15-17 W12,W10,W7,W4,W3,W1,W16:2x4 DF No.1&Btr G WEBS 1 Row at midpt 2-22,3-20,5-19,5-18,6-18,9-15,10-14 2 Rows at 1/3 pts 4-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS (lb/size) 24=154/Mechanical,11=1582/0-5-8 (min.0-1-9),20=4626/0-5-8 (min.0-4-15) Max Horz 24=-272(LC 6) Max Uplift24=-118(LC 13),11=-426(LC 8),20=-1450(LC 8) Max Gray 24=333(LC 12),11=1582(LC 1),20=4626(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-26=-208/279,2-26=0/344,2-27=0/746,3-27=0/847,3-28=-36/1138,28-29=36/1138, 29-30=36/1138,30-31=-36/1138,31-32=-36/1138,4-32=-36/1138,4-5=-565/370, 5-6=-772/466,6-7=-827/421,7-33=-985/406,8-33=-986/396,8-9=-1199/381, 9-10=-2111/466,10-34=-3690/777,11-34=-3795/772,1-24=-293/158 ' BOT CHORD 23-24=-262/272,23-35=-333/218,22-35=-333/218,21-22=-654/390,20-21=-654/390, 20-36=-359/262,36-37=-359/262,19-37=-359/262,18-19=-43/576,15-17=0/399, 7-15=-62/261,15-38=-139/1645,14-38=-139/1645,13-14=-520/2836,11-13=-556/3122 WEBS 2-23=0/337,2-22=-793/309,3-22=-177/514,3-20=-1679/584,4-20=-2732/1029, 4-19=-193/1621,5-19=-902/293,5-18=-8/327,6-18=-732/0,15-18=-15/630,6-15=0/946, 9-15=-1035/385,9-14=0/495,10.14=-1205/386,10-13=-98/1023 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft B=Oft;L=Oft;eave=6ft;Cat.11;Exp B;enclosed;MWFRS(all heights) - and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-8,Exterior(2)9-11-8 to 12-11-8,Interior(1)15-11-8 to 26-4-3,Exterior(2) 28-7-15 to 30-10-1,Interior(1)33-10-1 to 47-1-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)11 considers parallel to grain value using ANSIiTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanicaloconnection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)24=118, Continued on page 2' y VP Custom ConstructionJob ii Truss Truss yp ,may i e Ni 1 1 A05 BPrro--Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Californiaarke Run:7.43 1s Oct 14 2013 Print: Job Re Oct1420 3 MiTek II) y 28 2014 Page 2 ID:BtooLOOSOiSgbDlxzL.E7zS1.430 s C-EtLnZolZQGB9Ww4Q53VGgN pKAewQmt9edGdPJzBzl1 NOTES 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIITPI 1. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)259 lb down and 205 lb up at 13-3-2,251 lb down and 239 lb up at 15-4-4 ,and 331 lb down and 296 lb up at 17-4-4,and 420 lb down and 358 lb up at 18-3-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced)+Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 -Uniform Loads(plf) Vert:1-3=-80,3-5=-80,5-6=-80,6-7=-80,7-12=-80,23-24=-20,23-35=-60,35-36=-20,36-37=-60,17-37=-20,16-17=-20,15-38=-20,14-38=-60,13-14=-20,11-13=-20 Concentrated Loads(Ib) Vert:28=-159 29=-151 31=-231 32=-320 4 VP Custom Construction Jpb I russ I russType Ply {i 61402781 A06 Roof Special 1 1 Job Reference(optional) y Pro-Build Clackamas Truss,Clac�camas,OR 97015-1129,Cody W.Clarke Run: 1D-Bt00 s Oct 14 2013 D Print:-.43O s GEt214 0 dol ZOGek(B9uWw405c.Wed sVAdYQmu edGdPJz28 10:08:59 2014 Bzll -1-6 2-5-8 _ 9 1_1-1_0__ 17-7 11 A8-1018 22-9-3 28-2-0 1-6-0' 2-5-8 + 7-6-2 _ 7-8-1 -2-13 3-10-11 5-4-13 3x6— Scale=1:78.6 4x4 :- 4x4= 4x8= 2x4 11 8.00[12 `? 7 6 9 10 11 6 1 w 3x6-i 3x4 ///j P; 4 5 0a v o '.*' ck t� try cv 3x6� / � 12Ai 3 / i1 C1-8 -� 4 n 1 2 I, �—f Io 19 18y 7-. 5x6= 4x4= 1611 15 14 13 12 2x4 11 2x4 '11 4x4= 5x6------ 4.00112 4.00112 54 2-5-8 _. 9-11-10. 13-6-8 17-7-11 22-9-3 28-2-0 2-5-8 7-6-2 3-6-14 1 4-1-3 5-1-8 5 4-13 Plate Offsets(X,Y): [2:0 2-10,Edge,[4:0-1-12,0-1-81I J6:0-1 12,0-2-01,(7:0-3-0 Ediej,[8:0-0-5\0-2-41 j13:0-3-0,0-2 12],[17:0-2-4,0-2-81,[19:0-2-12,0-3-41 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/dell L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.60 Vert(LL) -0.30 16 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.64 Vert(TL) -0.99 16 >335 180 BCLL 0.0 * Rep Stress Incr YES WB 0.84 Horz(TL) 0.18 13 n/a rVa BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:215 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-11. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. W5,W3,W2,W6:2x4 DF No.1&BtrG WEBS 1 Row at midpt 10-13,3-18,9-13,4-17 1 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 13=1599/Mechanical,2=1645/0-5-8 (min.0-1-10) Max Horz 2=586(LC 8) Max Upliftl3=-428(LC 8),2=-303(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-21=-3998/977,3-21=-3893/983,3-4=-2225/308,4-5=-1336/200,5-22=-1299/216, 6-22=-1129/233,6-8=-1098/418,8-9=-966/292 BOT CHORD 2-19=-1345/3297,18-19=-1237/2997,18-24=-590/1733,17-24=-590/1733,14-25=-162/583, 13-25=-162/583 WEBS 3-19=-347/1075,3-18=-1278/655,4-18=0/497,15-17=0/334,6-17=0/254,9-17=-301/899, 9-13=-1456/405,4-17=-978/385,14-17=-177/533 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=oft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 14-7-9,Exterior(2)14-7-9 to 18-10-8,Interior(1)20-2-12 to 25-2-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)13=428, 2=303. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard JOb • I I russ 11 russ Type a Ply I VP Custom Construction j 81402781 A07Root Special 1 1 I � l LJob Reference fgptional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.lClarke Run:7.43)s Oct 14 013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:00 2014 Page 1 ID:3tooLOOSOiSgbDlxzL?rE7zS1YC-i3v9m82CBZJO74fcfnl VDbo3cZ_U9C67sHOBxmzBzIH 1-6-0 5-9-14 11-6-6 17-7-11 17-19-15 22-9-3 28-2-0 1-6-0 5-9-14 5-8-8 6-1-4 0-3-4 4-10-4 1 5-4-13 10-3-1 5x12 MT18H Scale=1:71.8 4x8-- 2x4 1' 6 7 8 9 12 ;c -, 3x4 T2 3x6 5 c. 4 // �. W1 a a, 2x4 // V W1 3O. CV 3 // AW3 Vi/5 rY C-1-8 W6\ n 2 i # r„ u�— at 1 ; 1-ill r i' 3x6 15 14 13 12 11 10 3x4 4x8 3x8 - 2x4 5x6 -- 8-8-14 17-7-11 22-9-3 28-2-0 8-8-14 8-10-13 15-1-8 5-4-13 ' Plate Offsets(X,Y): [2:0-6-0,0-0-71,[6:0-2-4,0-2-81,[11:0-2-4,0-2-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.22 13-15 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.60 Vert(TL) -0.46 13-15 >720 180 MT18H 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:198 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-9. WEBS 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. W6,W5,W3:2x4 DF Std G WEBS 1 Row at midpt 8-11,5-13,7-11 MiTek recommends that Stabilizers and required cross bracing 1' be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS (lb/size) 11=1685/Mechanical,2=1671/0-5-8 (min.0-1-13) Max Horz 2=587(LC 8) Max UpIift11=453(LC 8),2=326(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-2329/293,3-16=-2209/317,3-4=-2057/314,4-5=-1825/329,5-17=-1254/230, 6-17=-1093/253,6-18=-918/278,7-18=-918/278 BOT CHORD 2-15=-686/1807,15-20=-508/1413,14-20=-508/1413,14-21=-508/1413,13-21=-508/1413, 13-22=-176/629,12-22=-176/629,12-23=-176/629,11-23=-176/629 WEBS 3-15=-314/243,5-15=-85/593,5-13=-793/372,7-13=-253/721,7-12=0/276,7-11=-1571/439 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 13-6-8,Exterior(2)13-6-8 to 17-9-7,Interior(1)22-0-6 to 25-2-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)-All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7.)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=453, 2=326. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply VP Custom Construction 81402781 A07-CAP MONO CAL HIP 1 1 I Pro-Build Clackamas Truss,Clackamas,OR 97015-1129, W. Job Referencect12Tonal) QQ� Cody Clarke Run:7.430 s Oct 14 013 Print:7.430 s Oct 14 3 Wek Industries,Inc.Wed Ma 28 10:09:00 2014 Page 1 ID:BtooLOOSOISgbDixzL?rE7zS1YC-i3v9m82CBZJ074fcfn1 VDbo7XZ6O9PB7sHOBxmzBzIH 1-8-12 2-0-0 6-0-13 10-3-1 1-8-12 b-3-4 4-0-12 4-2-4 Scale=1:17.0 4x4-,- 4.00 8.00 12 2x4 1 2x4 I I b 3 4 T2 T II I c II `fN 1 / W1 W2 W118 „ m , L_ 81 J ` J::•:i:•:•:•:•:•:•:•:•:•:•:•:•i I Job Truss Truss Type Qty Ply VP Custom Construction 81402781 A08 Roof Special 1 1 Job Reference Ipptional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.blarke Run:7.43 s Oct 14 13 Print:p.430 s Oct 14 2013 MiTek Indushies,Inc. Wed May 28 10:09:01 2014 Page 1 ID:BtooLOOSOiSqbDIxzL?rE7zS1 YC-AFTX_U3gytRtIEDpCUYkIoLELzJjufMG5xIkTCzBzIG 1-6-0. 5-9-14 11-6-6 17-7-11 17-19-15 22-9-3 28-2-0 1-6-0 5-9-14 5-8-8 6-1-4 0-3-4 4-10-4 5-4-13 10-3-1 5x12 MT18H Scale=1:71.8 4x8= 2x4 11 CO 6 78 8.0('112 id) R-., ,,, ma ," , 9 2-61 3x4/ 3x6-- 5 rs 4 — d 4s 1 a a r c o N n F 2X4 tti 1 y4 N /3� \- ,; k" �� t'�-8 \_.,N- 2/� V 3x8= 15 14 13 12 11 10 3x4= 4x8= 3x8= 2x4 11. 5x6= 8-8-14 17-7-11 22-9-3 28-2-0 8-8-14 8-10-13 5-1-8 5-4-13 Plate Offsets(X,Y): f2:0-6-0,0-0-71,[6:0-2-4,0-2-81,[11:0-2-4,0-2-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.22 13-15 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.60 Vert(TL) -0.46 13-15 >720 180 MT18H 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:198 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-9. WEBS 2x4 DF No.1&Btr G'Except' BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. W6,W5,W3:2x4 DF Std G WEBS 1 Row at midpt 8-11,5-13,7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 11=1685/Mechanical,2=1671/0-5-8 (min.0-1-13) Max Horz 2=587(LC 8) Max Uplift11=-453(LC 8),2=-326(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-2329/293,3-16=-2209/317,3-4=-2057/314,4-5=-1825/329,5-17=-1254/230, 6-17=-1093/253,6-18=-918/278,7-18=-918/278 BOT CHORD 2-15=-686/1807,15-20=-508/1413,14-20=-508/1413,14-21=-508/1413,13-21=-508/1413, 13-22=-176/629,12-22=-176/629,12-23=-176/629,11-23=-176/629 WEBS 3-15=-314/243,5-15=-85/593,5-13=-793/372,7-13=-253/721,7-12=0/276,7-11=-1571/439 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 13-6-8,Exterior(2)13-6-8 to 17-9-7,Interior(1)22-0-6 to 25-2-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)11=453, 2=326. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 31 Job I I rUSS -Truss Type [city Fly VP Custom Construction(( p 1 1Job Reference kamas, R 7 Cody MONO CAL HIP I s Oct L0OS3i bS ct 14 T k Industries, es,Inc. UMayJ RLutcGS0l14 a 1 Pro-Build Clackamas Truss,Clackamas OR 97015-1129, W.Z.larke Q Q Run:7.430 s Oct 14 2013 Print:7.430 s Oct 142013 ek In��s,ncWed May 2�1 OA9:01 2014 Page1�� G 3-8-12 3 d 2-10-46-10-4 3-4-10-3 3 3-8-12 Scale-1:17.3 4x4 m 2x4 1 2x4 1 co 2 - � 3 _ 4 O - �i� 'T2 8.00112 1 9 E a .ro C\ Cr W1 W2 '� W2 N 8 7 6 3x6 2x4 '.'. 2x4 2x4 3-8-12 6-10-4 10-3-1 3-8-12 3-1-8 3-4-13 ' Plate Offsets(X,Y): [2:0-1-12,0-2-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.16 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:38 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(10-0-0 max.):2-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. j REACTIONS All bearings 10-3-1. (Ib)- Max Horz 1=101(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1,6,7 except 5=-118(LC 13),8=-112(LC 8) Max Gray All reactions 250 lb or less at joint(s)1,5 except 6=276(LC 1),8=334(LC 1),7=352(LC 13) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-7=-288/172 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)0-2-14 to 8-1-7,Interior(1)8-1-7 to 10-3-1 zone;cantilever left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6,7 except(jt=lb) 5=118,8=112. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/I-PI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard I Job Truss 'Truss Type I Oty 1Ply 'VP Custom Construction 01402781 A09 Root Special 1 1 1 l ` ,.Job Reference fppsional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.ciarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:01 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1YC-AFTX U3gytRtIEDpCUYkIoLELzJjufMG5xIkTCzBzIG -1-6-0 5-9-14 11-6-6 17-7-11 17-� 15 22-9-3 28-2-0 '1-6-0 5-9-14 5-8-8 6-1-4 0-3-4 4-10-4 5-4-13 ' 1 10-3-1 5x12 MT18H Scale=1:71.8 44== 2x4 I I 800,12 0D 6 7 8 o z, a 9 3x4 3x6 5 7 t n 4 1 Q' R c 1i `T gI c: - 2x4 1 1 N 3 CI-8 2 I. n r1✓ 01 ti A. L7 &43, 15 14 13 12 11 10 3x4=- 4x8 _ 3x8 -- 2x4 I I 5x6= 8-8-14 17-7-11 22-9-3 28-2-0 8-8-14 8-10-13 5-1-8 5-4-13 ' Plate Offsets(XX): f2:0-6-0,0-0-71.[6:0-2-4,0-2-81.111:0-2-4,0-2-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.22 13-15 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.60 Vert(TL) -0.46 13-15 >720 180 MT18H 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:198 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-9. WEBS 2x4 DF No.1&Btr G`Except* BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. W6,W5,W3:2x4 DF Std G WEBS 1 Row at midpt 8-11,5-13,7-11 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS (lb/size) 11=1685/Mechanical,2=1671/0-5-8 (min.0-1-13) Max Horz 2=587(LC 8) Max Upliftl 1=-453(LC 8),2=-326(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or fess except when shown. TOP CHORD 2-16=2329/293,3-16=-2209/317,3-4=-2057/314,4-5=-1825/329,5-17=-1254/230, 6-17=-1093/253,6-18=918/278,7-18=-918/278 BOT CHORD 2-15=-686/1807,15-20=-508/1413,14-20=-508/1413,14-21=-508/1413,13-21=-508/1413, 13-22=-176/629,12-22=-176/629,12-23=-176/629,11-23=-176/629 WEBS 3-15=314/243,5-15=-85/593,5-13=-793/372,7-13=-253/721,7-12=0/276,7-11=-1571/439 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 13-6-8,Exterior(2)13-6-8 to 17-9-7,Interior(1)22-0-6 to 25-2-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)-A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=453, 2=326. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss truss Type Oty Ply VP Custom Construction B1402781 A09-CAP MONO CAL HP 1 1 _ Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.blarke Run:7.430 s Oct 142013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc.Wed May 2810:09132 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zSi YC-eS1 wBp3SjBZkNOo?mC3z10tQuNkvdJOQKbV10ezBzIF 5-8-12 6-0-Q 10-3-1 5-8-12 0-3-4 4-3-1 4x4 G Scale=1:23.6 2x4 I I ///22 F(1 -.. _. T2 8.00 12 ZZ o / W v W1 W2 d 11:1r1 8 1//i 81 6 5 2x4 11 2x4 I l 5-8-12 10-3-1 5-8-12 4-6-5 Plate Offsets(X,Y): (2:0-1-12,0-2-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.40 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.28 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress lncr YES WB 0.08 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:39 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(10-0-0 max.):2-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 10-3-1. (Ib)- Max Horz 1=161(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1 except 4=-384(LC 1),5=-253(LC 4),6=-166(LC 8) Max Gray All reactions 250 lb or less at joint(s)4 except 1=251(LC 1),5=619(LC 13),6=516(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-5=-597/378 WEBS 2-6=-343/229 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. • 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb)4=384, 5=253,6=166. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job r, i fruss Truss Type Qty Ply VP Custom Construction I 1 A10 Roof BPro-Build Clackamas Truss,Cla kamas,OR 97015-1129,CodyW.Clarke Run:7.430 s Oct 1a 13 Print: Job'` Reference 2013 MiTek In Special 2 - - — - -- -- -. Il ---- ------ 20 7.430 s Oct 14 MTek Industries,Inc Wed May 28 10:09:02 2014 Page 1 ID:BtooLOOSOiSgbDIxzL?rE7zS1 YC-eS1 wBp3SjBZkNOo?mC3z10tP5Nfyd6cQKbVIOezBzIF I1-6-0 5-9-14 11-6-6 17-7-11_ 17-j---15 22-9-3 28-2-0 1-6-0 5-9-14 5-8-8 6-1-4 0-3-4 4-10-4 5-4-13 10-3-1 5x12 MT18H Scale=1:71.8 4x8 2x4 I °D 6 7 8 9 8.00 12 t� ,, r� 6a r,, Ii j 0 t, 1 I / , _ i 3x4 � 3x8<:- 9 4 1 1 a a r'', bti:t 4 2x4 O we 1 y 3 W3 I 7 r Lh-8 n 2/ //� , - -- - 3x615 1413 12 11 10 3c1= 4x8= 3x8= 2x4 I'i 5x6 i I-- 8-8-14 17-7-11 � 22-9-3 � 28-2-0 I 8-8-14 8-10-13 5-1-8 5-4-13 Plate Offsets(X,V):_[2:0-6-0,0-0-416:0-2-4,0-2-8H11:0-2-4,0-2-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl IA PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.22 13-15 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.60 Vert(TL) -0.46 13-15 >720 180 MT18H 220/195 BCLL 0.0 * Rep Stress lncr YES WB 0.90 Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:198 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-9. WEBS 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. W6,W5,W3:2x4 DF Std G WEBS 1 Row at midpt 8-11,5-13,7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. i REACTIONS (lb/size) 11=1685/Mechanical,2=1671/0-5-8 (min.0-1-13) Max Horz 2=587(LC 8) Max Uplift11=-453(LC 8),2=-326(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=2329/293,3-16=-2209/317,3-4=-2057/314,4-5=-1825/329,5-17=-1254/242, 6-17=-1093/253,6-18=-918/278,7-18=-918/278 BOT CHORD 2-15=-686/1807,15-20=-508/1413,14-20=-508/1413,14-21=-508/1413,13-21=-508/1413, 13-22=-176/629,12-22=-176/629,12-23=-176/629,11-23=-176/629 WEBS 3-15=-314/243,5-15=-85/593,5-13=-793/372,7-13=-253/721,7-12=0/276,7-11=-1571/439 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 14-9-7,Exterior(2)14-9-7 to 17-9-7,Interior(1)20-9-7 to 25-2-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4).-AI'plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. -1)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=453, 2=326. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and 8802.10.2 and referenced standard ANSI/TPI 1. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job --- --- - ---" t rims type Oty Ply I VP Custom Construction B1402781 Al0-CAP QUEENPOST 2 1 Job Reference(optional) Pro-Build Clackamas Truss Cladu3mas,OR 870151129,Cody W.Clarke '7'430s Oct ID:BtooL 14 2013 Print:OOSOiSgbDlxzL?r0s Oct E7 S114 2013 MiTek YC-eS wBp3SjBZkNOMay ge 1 o?C3z OtLXNg4d JQKbVIOezBzIF 7-9-1 10-3-1 7-9-1 2-6-0 4x4= Scale:3/8"=1 2 8.00 2x411 ,,777az 777 T2 Wi 12 0-1 8 4t i-1 - N B1 o, .................................................................. 3x6= 5 4 254 !' 2x4 ` 7-9-1 2-6-0 Plate Offsets(XX): [1:0-2-7,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.74 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.52 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:42 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.i&Btr G end verticals. WEBS 2x4 DF No.i&Btr G`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W1:2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=346/10-3-1 (min.0-1-8),5=619/10-3-1 (min.0-1-8),4=10/10-3-1 (min.0-1-8) Max Horz 1=159(LC 8) Max Uplift1=-57(LC 8),5=-149(LC 8),4=-46(LC 12) Max Gray 1=346(LC 12),5=619(LC 1),4=47(LC 13) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-350/159 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4 except(jt=lb) 5=149. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job [russ :Truss Type 1Qty Ply VP Custom Construction i 61402781 1A1 1 Roof Special �2 1 1 Job Reference f qct onal) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.barke Run:7.43 s Oct 14 k0l3 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:03 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-7ebl P944UUhb_XNBKvaCgDQam?BMZsZYFErY5zBzIE -1-6-0 5-9-14 11-6-6 17-7-11 17-1p-15 22-9-3 28-2-0 1-6-0 5-9-14 5-8-8 6-1-4 0-3-4 4-10-4 1 5-4-13 10-3-1 5x12 MT18H Scale=1:71.8 4x8- 2x4 I 6 7 8 g 8-00l-12 c.', ,= = ,', '', 6 3x4 T2 yZ 1 4 1 a a a d, c / \ Q1 0 2x4\ j It! 3 „%� W5 Ti t-18 W6. n 2 l 3x6 15 14 13 12 11 10 3x4 - 4x8 -- 3x8 2x4 II 5x6 8-8-14 17-7-11 22-9-3 28-2-0 8-8-14 8-10-13 5-1-8 5-4-13 Plate Offsets(X,Y): [2:0-6-0,0-0-71,[6:0-2-4,0-2-81,(11:0-2-4,0-2-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.22 13-15 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.60 Vert(TL) -0.46 13-15 >720 180 MT18H 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:198 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except BOT CHORD 2x4 DF No.t&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-9. WEBS 2x4 DF No.i&Btr G`Except* BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. W6,W5,W3:2x4 DF Std G WEBS 1 Row at midpt 8-11,5-13,7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 11=1685/Mechanical,2=1671/0-5-8 (min.0-1-13) Max Horz 2=587(LC 8) Max Uplift11=-453(LC 8),2=-326(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-2329/293,3-16=-2209/317,3-4=-2057/314,4-5=-1825/329,5-17=-1254/230, 6-17=-1093/253,6-18=-918/278,7-18=-918/278 BOT CHORD 2-15=-686/1807,15-20=-508/1413,14-20=-508/1413,14-21=-508/1413,13-21=-508/1413, 13-22=-176/629,12-22=-176/629,12-23=-176/629,11-23=-176/629 WEBS 3-15=-314/243,5-15=-85/593,5-13=-793/372,7-13=-253/721,7-12=0/276,7-11=-1571/439 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 13-6-8,Exterior(2)13-6-8 to 17-9-7,Interior(1)22-0-6 to 25-2-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)-A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=453, 2=326. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Fix heels only”Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss I Truss Type C1ty Ply VP Custom Construction r 81402781 I All-CAP I MONO CAL HIP 2 l 1 '�. Job Reference 12ptonal) j I Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430s Oct 14 2013 Welt Industries,Inc. Wed May 28 10:09:03 2014 Page 1 ID:BtooLoOSOiSgbDIxzL?rE7zS1 YC-7ebl P944UUhb_XNBKvaCgDOWvnO_MIaZYFErY5zBzIE 7-8-12 8-0-0 10-3-1 7-8-12 0-3-4 2-3-1 4x4; 2x4 11 Scale=1:31.1 II'°° 2 13 8.00112 c Ti u a m v ✓C c - tr N1 In 0-1x8 1 l _I 61 - stt O . . . . . 3x6 6 5 2x4 I 2x4 'I 7-8-12 10-3-1 7-8-12 2-6-5 Plate Offsets(X,Y): (1:0-2-7,0-1-81,(2:0-1-12,0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.77 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.54 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:43 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(10-0-0 max.):2-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 10-3-1. (Ib)- Max Horz 1=221(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1,4,5 except 6=-213(LC 8) Max Gray All reactions 250 lb or less at joint(s)4,5 except 1=342(LC 1),6=620(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-350/237 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)0-2-14 to 3-2-14,Interior(1)3-2-14 to 3-7-9,Exterior(2)3-7-9 to 7-10-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4,5 except(jt=1b) 6=213. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard lJob 6 , ITPUSS Truss Type IQty Ply VP Custom Construction I B1402781 Al2 Roof Special i 1 ll Job Reference Qp)ional) 1 m Pro-Build Clackamas Truss,Clackaas,OR 97015-1129,Cody W.i larke Run:7.441s Oct 14 013 Print:x/.430 s Oct 14 2013 MiTek Industries,Inc.Wed May 28 10:09:04 2014 Page 1 ID:BtooLOOSOISgbDlxzL?rE7zS1 YC-bg9gcV5iFopSchyOud5RNRyIbBLQ505lnv_O4XzBzID 1-6-0. 5-9-14 11-6-617-7-11 17- -15 22-9-3 28-2-0 '1-6-0 5-9-14 5-8-8 6-1-4 0-3-4 4-10-4 5-4-13 I 10-3-1 5x12 MT18H Scale=1:71.8 4x8= 2x4 I' co6 7 8 9 8.00j 12 h a as rsa rsa rsr 7 3x4 T2 3x6 G 5 r. 4 9z/ \ 1 v / p. r 2x4 rt \\ /� V 1 111 r 3 / 5 TY \ -8 >� , n 2 41 �� , 3x6-- 15 14 13 12 11 10 3x4 - 4x8 -- 8_ 2x4 I 5x6 8-8-14 17-7-11 22-9-3 28-2-0 8-8-14 8-10-13 5-1-8 5-4-13 Plate Offsets(X,Y): [2:0-6-0,0-0-71,[6:0-2-4,0-2-81,[11:0-2-4,0-2-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.22 13-15 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.60 Vert(TL) -0.46 13-15 >720 180 MT18H 220/195 BCLL 0.0 * Rep Stress Ina YES WB 0.90 Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:198 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-9. WEBS 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. W6,W5,W3:2x4 DF Std G WEBS 1 Row at midpt 8-11,5-13,7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS (lb/size) 11=1685/Mechanical,2=1671/0-5-8 (min.0-1-13) Max Horz 2=587(LC 8) Max Uplift11=-453(LC 8),2=326(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=2329/293,3-16=-2209/317,3-4=-2057/314,4-5=-1825/329,5-17=-1254/230, 6-17=-1093/253,6-18=-918/278,7-18=-918/278 BOT CHORD 2-15=-686/1807,15-20=-508/1413,14-20=-508/1413,14-21=-508/1413,13-21=-508/1413, 13-22=-176/629,12-22=-176/629,12-23=-176/629,11-23=-176/629 WEBS 3-15=-314/243,5-15=-85/593,5-13=-793/372,7-13=-253/721,7-12=0/276,7-11=-1571/439 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 13-6-8,Exterior(2)13-6-8 to 17-9-7,Interior(1)22-0-6 to 25-2-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=453, 2=326. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply VP Custom Construction 91402781 Al2-CAP MONO CAL HIP 1 1Job Reference(optional) Pro-Build Clackamas Truss.Clackamas,OR 97015-1129.Cody W.Clarke Run:7.430 s Oct 14 2013 Print 7.430 s Oct 14 2013 MIAInc.Wed May 2810;0904 2014 Paye 1 lxz ID:BtooLOOSOISgbDL?rE 7zS1 YC-bg9gcV5iFoRNRymOBONSDtjnv_04XzBzID 5-8-12 5-8-12 10-3-1 06111 4-3-1 4x4 - Scale=123.6 2x4 II T2 8.00 III `c3.: / W2 W1 — 6 5 3x6 2x4 I' 2x4 �- 5-8-12 10-3-1 5-8-12 4-6-5 Plate Offsets(X,Y): [2:0-1-12,0-2-Oj LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.40 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.28 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:39 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(10-0-0 max.):2-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS All bearings 10-3-1. (Ib)- Max Horz 1=161(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1 except 4=-384(LC 1),5=-253(LC 4),6=-166(LC 8) Max Gray All reactions 250 lb or less at joint(s)4 except 1=251(LC 1),5=619(LC 13),6=516(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-5=-597/378 WEBS 2-6=-343/229 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb)4=384, 5=253,6=166. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job , I russ Truss Type Qty Ply VP Custom Construction 81402781 A13 Special 1 1 \ Job Reference(optional) Pro-Build Clackamas Truss,ClaC amas,OR 97015-1129,Cody W.Clarke Run:7.4s Oct 14 2013 Print:x/.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:04 2014 Paget ID:BtooLOOSOiSqbDIxzL?rE7zS1YC-bg9gcV5iFopSchyOud5RNRyldBJA527inv O4XZBZID -1-6-0 5-9-14 11-6-6 17-7-11 17-10-15 22-1-11 1 26-11-0 '1-6-0 5-9-14 5-8-8 6-1-4 0-3-4 4-2-12 4-9-5 9-0-1 4x4 Scale=1:69.8 3x4 2x4 I I 0o 6 7 89 8.00 12 Im x ''s' u _i :—o j –If! 3x4 i 3x6 O 5 7 4 /% I 14 C.a c 4 NA T r. a 2x4\\ \. UP? 1 \W3 3 4 \\ W8 N. 2 "� 14 1312 11 10 3x6 3x4 3x64x8= 5x6= 8-8-14 17-7-11 26-11-0 8-8-14 8-10-13 9-3-5 Plate Offsets(X,V): 12:0-6-4,0-0-11],16:0-1-12,0-2-01,17:0-1-12,0-1-8],111:0-2-4,0-2-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.30 11-12 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.74 Vert(TL) -0.64 11-12 >494 180 BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:178 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins, except BOT CHORD 2x4 OF No.1&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-9. WEBS 2x4 DF No.1&Bir G"Except* BOT CHORD Rigid ceiling directly applied or 8-2-15 oc bracing. W6,W4,W3:2x4 DF Std G WEBS 1 Row at midpt 8-11,5-12,7-11 j MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 11=1598/Mechanical,2=1595/0-5-8 (min.0-1-11) Max Horz 2=587(LC 8) Max Uplift11=-443(LC 8),2=-305(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-2186/260,3-15=-2068/283,3-4=-1914/281,4-5=-1682/296,5-16=-1139/189, 6-16=-978/212,6-7=-822/243 BOT CHORD 2-14=-658/1692,14-18=-477/1304,13-18=-477/1304,13-19=-477/1304,12-19=477/1304, 12-20=-160/495,20-21=-160/495,11-21=-160/495 WEBS 3-14=-322/243,5-14=-94/560,5-12=-775/378,7-12=-231/910,7-11=-1382/447 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=oft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 13-6-8,Exterior(2)13-6-8 to 17-9-7,Interior(1)22-1-11 to 23-11-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)-Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=443, 2=305. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 1 RISS I ruse I ype I Uty I My VP Custom Construction 81402781 1373-CAP MONO CAL HIP 1 , 1 � Job Reference(optional) m Pro-Build Clackamas Truss,Clackkaas,OR 97015-1129,Cody W.ILlarke Run:7.430 s Oct 1412013 Print:).430 s Oct 14 2013 MTek Industries,Inc.Wed May 28 10139:05 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS 1 YC-31 i2pr6K?6xJErXaRKcgweVzKapzggRsOZjyczzBzlC 3-8-12 4-0-Q 9-0-1 3-8-12 0-3-4 5-0-1 Scale=1:17.3 4x4 . 3x6 11 Co 2 1 3 tO ., Z T2 I 8.00 12 9 I T1 C co Im n , W7 W2 ,, N Ictt 47,8 1 I o B1 N . 6 •••••••••....•.•••••.•.••..•.•••••••••••••.•.•..•.•.••••••..•..•••••.W...•.•..•.•.••.•..•.••••• 6 5 3x4 2x4 3x6 I' 3-8-12 9-0-1 3-8-12 5-3-5 Plate Offsets(X,Y): [2:0-1-12,0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 ' Plates Increase 1.15 TC 0.26 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.13 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress lncr YES WB 0.06 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:31 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 9-0-1 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins:2-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 9-0-1. (Ib)- Max Horz 1=101(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1 except 4=-655(LC 1),5=-391(LC 4),6=-117(LC 8) Max Gray All reactions 250 lb or less at joint(s)1 except 4=300(LC 8),5=947(LC 13),6=431(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-5=-909/585 WEBS 2-6=-294/202 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)0-2-14 to 8-1-7,Interior(1)8-1-7 to 9-0-1 zone;cantilever left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb)4=655, 5=391,6=117. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced - standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss I Truss Type 1 Qty Ply ,VP Custom Construction : 91402781 I A14 'Roof Special 1 1 Job Reference gpIiona0 Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 142013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc.Wed May 28 10:09:05 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS 1 YC-31 i2pr6K?6xJErXaRKcgweVwNafPgVNsOZjyczzBzIC 1-6-0, 5-9-14 11-6-6 17-7-11 17-W-15 22-1-11 26-11-0 1-6-0 5-9-14 5-8-8 6-1-4 0-3-4 4-2-12 4-9-5 9-0-1 454 Scale=1:69.8 3x4— 2x4 I I 00 689 8.00 h12 [� ,,_ 6a Ni 7.o n — 1 , i - 3x4 3x6 / 5 — V a 4 1 c c v <' N l: 4N r. — -I 2x4 1 W2 1 3 W3 W4 71' r- 01 2 ' rs, r`' ! 'E .., I 3x6= 14 13 12 11 10 3x4-_ 3x6 - 5x6 axe= , 8-8-14 1 17-7-11 26-11-0 8-8-14 8-10-13 9-3-5 Plate Offsets(X,Y): [2:0-6-4,0-0-111,[6:0-1-12,0-2-01,[7:0-1-12,0-1-81,[11:0-2-4,0-2-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.30 11-12 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.74 Vert(TL) -0.64 11-12 >494 180 BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:178 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-9. WEBS 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 8-2-15 oc bracing. W6,W4,W3:2x4 DF Std G WEBS 1 Row at midpt 8-11,5-12,7-11 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS (lb/size) 11=1598/Mechanical,2=1595/0-5-8 (min.0-1-11) Max Horz 2=587(LC 8) Max Upliftl 1=-443(LC 8),2=305(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-2186/260,3-15=-2068/283,3-4=-1914/281,4-5=-1682/296,5-16=-1139/189, 6-16=-978/212,6-7=-822/243 BOT CHORD 2-14=-658/1692,14-18=-477/1304,13-18=477/1304,13-19=-477/1304,12-19=-477/1304, 12-20=-160/495,20-21=-160/495,11-21=-160/495 WEBS 3-14=-322/243,5-14=-94/560,5-12=-775/378,7-12=-231/910,7-11=-1382/447 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 13-6-8,Exterior(2)13-6-8 to 17-9-7,Interior(1)22-1-11 to 23-11-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)A plate rating reduction of 20%has been applied for the green lumber members. 'r)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=443, 2=305. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss T russ type _--- y VP Custom Construction _--- i 81402781 A14-CAP MONO CAL HIP 1 1 ,1 Reference(optional) j Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.'Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc.Wed May 28 10:09:05 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1YC-31 i2pr6K?6xJErXaRKcgweV?EapwghUsoZjyczzBzlC 1-8-12 5-2-12I 9 0 1 1-8-12 -3 3-2-12 3-9-5 Scale=1:16.9 4x4;- 8.00 riy. 2x4 1 1 2x4 0 X 3 X 4 T2 NI/ Wt �r:118 m N_ 1 _ L L_ 8 7 6 3x4 2x4 2x4 2x4 1-8-12 5-2-12 9-0-1 1-8-12 3-6-0 3-9-5 Plate Offsets(X,Y): [2:0-1-12,0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.14 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.07 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress lncr YES WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:28 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 9-0-1 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins:2-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 9-0-1. (Ib)- Max Horz 1=41(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1,8,7 except 5=-200(LC 13),6=-143(LC 4) Max Gray All reactions 250 lb or less at joint(s)1,5,8 except 6=376(LC 1),7=399(LC 13) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-6=-349/160 WEBS 3-7=-318/194 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)0-2-14 to 6-1-7,Interior(1)6-1-7 to 9-0-1 zone;cantilever left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,8,7 except(jt=lb) 5=200,6=143. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job ,Truss Truss Type lay Ply VP Custom Construction ,B1402781 A15 .Roof Special !1 1 Job Reference fP i 1 Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W. .larke Run:7.411s Oct 14 ib13 Print: 430s Oct 14 201,5 Wok Industries,Inc. Wed May 28 10:09:06 2014 Page 1 ID:BtooLOOSOiSgbDixzL?rE7zS 1 YC-XDGQI B6ymP4Ar?6m?27vSs255_?QZw5?FDTV9PzBz1B 1-6-0 5-9-14 11-6-6 17-7-11 17-10-15 22-1-11 26-11-0 1-6-0 5-9-14 5-8-8 6-1-4 0-3-4 4-2-12 4-9-5 9-0-1 Scale=1:71.8 5x12 MT18H si 3x6=.3 6 Special 2x4 i' 8.00;12 7_� 9 o _ / -�� 3x4 3X6 n d 44* 1 a 4' 2x4\\ / 1,62 1 W3 3 4.4 /ice C- -8 of Zd —_. —' ,., - -- ti iz 3x6- 14 13 12 t1 10 3x4_, 3x64 5= 5x6-- 8-8-14 17-7-11 26-11-0 8-8-14 8-10-13 9-3-5 Plate Offsets(X,Y): (2:0-6-4,0-0-111,16:0-2-4,0-2-81,17:0-2-12,0-1-81,111:0-2-4,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.30 11-12 >999 240 MT20 220(195 TCDL 15.0 Lumber Increase 1.15 BC 0.75 Vert(TL) -0.65 11-12 >490 180 MT18H 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:178 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-9. WEBS 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 7-6-14 oc bracing. W6,W4,W3:2x4 DF Std G WEBS 1 Row at midpt 8-11,5-12,7-11 MiTek recommends that Stabilizers and required cross bracing II be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 11=2059/Mechanical,2=1675/0-5-8 (min.0-1-13) Max Horz 2=587(LC 8) Max Uplift11=-974(LC 8),2=-393(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-15=-2325/412,3-15=-2207/436,3-4=-2053/434,4-5=-1821/449,5-16=-1281/345, 6-16=-1120/368,6-17=-942/375,7-17=-942/375,8-11=-336/300 BOT CHORD 2-14=-783/1806,14-20=-605/1421,13-20=-605/1421,13-21=-605/1421,12-21=-605/1421, 12-22=-283/599,22-23=-283/599,11-23=-2831599 WEBS 3-14=-318/239,5-14=-91/556,5-12=-770/373,7-12=-258/957,7-11=-1672/788 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCOL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 13-6-8,Exterior(2)13-6-8 to 17-9-7,Interior(1)22-1-11 to 23-11-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=974, 2=393. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)120 lb down and 199 lb up at 17-9-7,57 lb down and 117 lb up at 20-0-12,57 lb down and 182 lb up at 22-0-12,and 121 lb down and 239 lb up at 24-0-12,and 185 lb down and 296 lb up at 26-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD C E(S Standard Continue on page Job - truss LNss Type fOtyT Ply VP Custom Construction B1402781 A15 Roof Special 1 1 ` Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.436 s Oct 141013 Print:•.430 s Oct 14 20II bliTek Industries,Inc.Wed May 28 10:09:06 2014 Page 2 I D:BtooLOOSOiSgbDlxzL?rE7zS1 YC-XDGQ1 B6ymP4Ar?6m?27vSs255_?QZw5?FDTV9PzBzIB LOAD CASE(S) Standard 1)Dead+Roof Live(balanced)+Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-80,6-8=-80,8-9=-30,2-20=-20,20-21=-60,21-22=-20,22-23=-60,10-23=-20 Concentrated Loads(Ib) Vert:6=-120 7=-57 17=-57(F)18=-121 19=-185 Job ; I Truss I Truss Type Qty I Ply VP Custom Construction I !.B1402781 A16 Roof Special 1 1 ` L Job Reference fgpjional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Nun:7.430 s Oct 14 2013 Print:x/.430 s Oct 14 2013 MiTek Industries,fnc. Wed May 28 10:09:06 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS 1 YC-XDGQ1 B6ymP4Ar?6m?27vSs244_4tZ_x?FDTV9Pz8z1B -1-6-0. 6-8-14 13-6-3 15-10-15 20-0-15 26-11-0 ! 1-6-0 I 6-8-14 6-9-6 2-4-12 4-2-0 6-10-1 I8.00 125x6 Scale=1:56.3 IT 3x8 2x4 ! 1 5 7 8 ;'-'-C C7--T3 4 / Q'' 3x4 i \ - i c d 3 \�W1 d v /� K 1 1Nt 7� ch v pi.. i \ 6 g�, 2;r '� a H2 . 'F'1 '' 14 10 3x6= 15 13 12 11 2x4 I I 3x6 3x8- 2x4 1! 4x6 6-8-14 13-6-3 20-0-15 26-11-0 6-8-14 6-9-6 6-6-12 6-10-1 ' Plate Offsets(X,Y): [2:0-3-7,0-1-81,[3:0-1-12,0-1-81,[11:0-2-4,0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.52 Vert(LL) -0.07 12-13 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.40 Vert(TL) -0.18 2-15 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.69 Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:176 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, except T3:2x6 DF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-9. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 7-10-14 oc bracing. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 8-11,7-11 W1:2x4 DF No.t&Btr G MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer • Installation guide. REACTIONS (lb/size) 11=1588/Mechanical,2=1567/0-5-8 (min.0-1-11) Max Horz 2=568(LC 8) Max Uplift11=500(LC 8),2=-370(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-2139/343,3-16=2003/371,3-4=-1539/319,4-17=-1366/339,5-17=-1322/348, 5-18=-1155/623,18-19=-1155/623,19-20=-1155/623,7-20=-1155/623 BOT CHORD 2-15=-714/1643,14-15=-714/1643,13-14=-714/1643,13-22=-380/946,12-22=-380/946, 12-23=-380/946,11-23=-380/946 WEBS 3-15=0/292,3-13=-583/262,5-13=0/347,7-13=-412/354,7-12=0/395,7-11=-1603/643 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 11-8-0,Exterior(2)11-8-0 to 15-10-15,Interior(1)17-10-14 to 23-11-0 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=500, 2=370. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard sior J b 801402781 A17� Roof Special --� 1 1 1 Job Refef noCe Construction tional) t III Pro-Build Clackamas Truss,Clackamas,OR 970151129,Cody W. arke Run:7.410 s Oct 142013 Print:1.430 s Oct 141813 MiTek Industries,Inc.Wed May 28 10:09:07 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS 1 YC-?PgpEX7bXjC1 T9hzZlf8?3aDcOPPIMd9TtC3hszBzlA -1-6-01 6-8-14 13-6-3 13-11Q-15 20-0-15i _ 26-11-0 1-6-0 6-8-14 6-9-6 0-4-12 6-2-0 6-10-1 Scale=1:55.6 5x6." 6x8 3x6 I m 4' Specialw 5 r-1 r- 1 67 7� \\ 6.00 ri2 ,,,, 3x4 ' % W1/\ \wi v a n d 3 r E // C` �r i c // // 104 / 161-8 n 2 ,\ r> — IT, L I 3x6 - 13 12 11 10 98 2x4 3x6 - 3x8= 2x4 5x6= 6-8-14 13-6-3 20-0-15 26-11-0 6-8-14 6-9-6 6-6-12 6-10-1 Plate Offsets(X,Y): 12:0-6-0,0-0-7],[3:0-1-12,0-1-8],[5:0-4-0,0-3-8],[9:0-3-0,0-3-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.66 Vert(LL) -0.09 10-11 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.45 Vert(TL) -0.19 9-10 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.98 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:173 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except T2:2x6 DF No.2 end verticals,and 2-0-0 oc purlins(5-7-10 max.):4-7. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-10-6 oc bracing. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 6-9,5-11,5-9 W1:2x4 DF No.1&Btr G I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 9=2427/Mechanical,2=1784/0-5-8 (min.0-1-14) Max Horz 2=464(LC 8) Max Uplift9=1347(LC 8),2=616(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-2530/782,3-14=-2262/810,3-15=-1917/757,4-15=-1737/773,4-16=-1456/721, 16-17=-1456/721,17-18=-1456/721,18-19=-1456/721,5-19=-1456/721,6-9=-502/431 BOT CHORD 2-13=-962/1972,12-13=-962/1972,11-12=-962/1972,11-23=-703/1348,10-23=-703/1348, 10-24=-703/1348,9-24=-703/1348 WEBS 3-13=0/288,3-11=-614/288,4-11=-60/354,5-11=-30/304,5-10=0/393,5-9=-2284/1192 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-5-1,Exterior(2)9-5-1 to 13-8-0,Interior(1)17-10-14 to 23-11-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)A plate rating reduction of 200/has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=1347, 2=616. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)120 lb down and 199 lb up at 13-11-10,121 lb down and 173 lb up at 16-0-12,121 lb down and 239 lb up at 18-0-12,185 lb down and 295 lb up at 20-0-12,192 lb down and 302 lb up at 22-0-12,and 192 lb down and 302 lb up at 24-0-12,and 192 lb down and 302 lb up at 26-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13)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 Continued on page�2 Jon 1 russ !I russ Type Qty 1 Ply 1VP Custom Construction 87402781 1A17 Roof Special 1 I 1 ', I LJob Reference Atonal) Pro-Build Clackamas Truss,Claccamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 013 Print:7.430 s Oct 14 2013 Uh ek Industries,Inc.Wed May 28 10:09:07 2014 Page 2 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-?PgpEX7bXjC 1 T9hzZlf8?3aDcOPPIMd9TtC3hszBzIA LOAD CASE(S) Standard 1)Dead+Roof Live(balanced)+Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-80,4-6=-80,6-7=-30,2-23=-20,23-24=-60,8-24=-20 Concentrated Loads(lb) Vert:5=-185 16=-120 18=-121(F)19=-121 20=-192 21=-192 22=-192 Job I Truss 1 russ Type Qty I Ply VP Custom Construction B1 2781 8 ProBuild Clackamas Truss,CI AiI ROOF SPECIAL 1 1 Job Reference42Optional)aOptional)ackamas,OR 97015-1129, W.Clarke Run 7.430 s Oct 1427113 Print:7.430 s Oct 14 20th FhTek Industries,Inc.Wed May 28 10:09:08 2014 Page 1 D:BtooLOOS0iSgbDlxzL?rE7zS1 YC-TcOBSt8DI1 Ku5JG97SANXH7QTo1z1 voliXycDlzBzl9 -1-6-0 1 2-5-8 I 9-7-11 , 11-10-15 I 14-6-8 20-10-9 26-11-0 I 1-6-0 2-5-8 7-2-3 2-3-4 2-7-9 6-4-0 6-0-7 5 Scale=1:48.8 T 4x4 - /�/ I P7 . 3x4= 3x8 2x4 I T 4 nR 6 � — 71 IRI Si 1 800 Fil /� , I 1 7 // ' / , \ ' A'-,d rf IM` /,I✓1 i ti 1V6 th d 3x4 i � 1r ro /// i 3 �, /� // — q 1 /2 ►'41'`16 15 14s W5_—' IO ►5x6 i 5x6- 4x8= 6 1312 11 10 3x411 4x4= 5x6= 4.00112 2-5-8 9-7-11 14-6-8 20-10-9 26-11-0 2-5-8 7-2-3 4-10-13 6-4-0 6-0-7 ' Plate Offsets(X,Y): [2:6-2-10,Edge1,[3:0-1-4,0-1-81,[4:0-1-12,0-1-121,[11:0-2-4,0-2-12],[14:0-5-12,0-4-0],[16:0-2-12,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.52 Vert(LL) 0.11 15-16 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.56 Vert(TL) -0.38 15-16 >844 180 BCLL 0.0 * Rep Stress lncr YES WB 0.60 Horz(TL) 0.18 11 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:167 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G*Except* end verticals,and 2-0-0 oc purlins(4-10-7 max.):4-9. B3:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing. WEBS 2x4 DF Std G WEBS 1 Row at midpt 3-15,7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (lb/size) 11=1431/Mechanical,2=1518/0-5-8 (min.0-1-8) Installation guide. Max Horz 2=446(LC 8) Max Upliftl 1=-435(LC 8),2=-428(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-17=-3603/1122,3-17=-3506/1133,3-18=-2008/612,4-18=-1789/633,4-19=-1557/847, 19-20=-1557/847,20-21=-1557/847,6-21=-1557/847,6-7=-1663/756 BOT CHORD 2-16=-1370/2979,15-16=-1271/2718,14-15=-764/1666,6-14=-284/324,12-23=-378/1062, 11-23=-378/1062 WEBS 3-16=-325/951,3-15=-1164/566,4-15=0/481,6-15=-348/41,12-14=-347/960, 7-14=-509/809,7-11=-1560/557 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.Il;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 7-8-0,Exterior(2)7-8-0 to 11-10-15,Interior(1)14-0-6 to 23-11-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=435, 2=428. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type 'y VP Custom Construction Pro-BuildA19 .b Reference tional) , kam ROOF SPECIAL ID:Btc 142013 iSgbD.x 0 S Oct 14 20YC TiOBSndDI1 K,Inc.Wed May 81009:08 2014 a e 19 Clackamas Truss,Clackamas,OR 97015-1129,CodyW.Clarke Run:7.430 s Oct 142013 Print: 30 s Oct 142013 MiTek Industries,Inc.Wed May 28 10:09:08 2014 Pae -1-5-0 . 2-5-8 9-7-11 9.11005 14-6-8i 20-10-9 26-11-0 1-6-0 2-5-8 7-2-3 0-3-4 4-7-9 6-4-0 6-0-7 Scale=1:50.1 5x12 MT18H i 3x4= 4x8= 3x4 11 o 4 5 • 78 8.00.12 V \\\ /, a / / W8 d a a 1Y` 1 : 1 AP/4 \\\ VV' m d,; ¢ 3x6 . i cb ..S. o t1 2� f31.. _ 13 'J� .. al9 Ico '01"W0 15 14 6x:_ 0 r_' 5x8 ' 5 = 4x8= 12 11 10 3x4 II 4x4= 5x6— 4.00 I2 2-5-8 9-7-11 14-6-8 20-10-9 26-11-0 2-5-8 7-2-3 1 4-10-13 1 6-4-0 1 6-0-7 i Plate Offsets(X,Y): [2:0-3-6,Edgel,[4:0-2-4,0-2-8],[10:0-3-0,0-3-41,[11:0-2-0,0-1-12],[13:0-6-4,04-4],[15:0-2-120-3-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.98 Vert(LL) 0.14 14-15 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.64 Vert(TL) -0.41 14-15 >777 180 MT18H 220/195 BCLL 0.0 * Rep Stress lncr YES WB 0.74 Horz(TL) 0.20 10 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:164 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 DF No.1&Btr G*Except* 2-0-0 oc purlins(3-10-14 max.):4-8. B3:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 4-11-15 oc bracing. WEBS 2x4 DF Std G WEBS 1 Row at midpt 3-14,6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 10=2053/Mechanical,2=1697/0-5-8 (min.0-1-11) Max Horz 2=346(LC 8) Max Uplift10=-1167(LC 8),2=-678(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-4142/1757,3-16=-4037/1763,3-17=-2349/997,4-17=-2188/1016,4-18=-1824/934, 18-19=-1824/934,19-20=-1824/934,5-20=-1824/934,5-21=-2145/1167,21-22=-2145/1167, 22-23=-2145/1167,6-23=-2145/1167,7-10=-379/318 BOT CHORD 2-15=-1742/3431,14-15=-1619/3134,13-14=-1163/2144,5-13=-286/236,11-27=-813/1469, 10-27=-813/1469 WEBS 3-15=418/1079,3-14=-1308/687,4-14=-271/690,5-14=-618/550,11-13=-769/1343, 6-13=-476/909,6-10=-2154/1190 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 5-6-8,Exterior(2)5-6-8 to 9-9-7,Interior(1)14-0-6 to 23-11-0 zone;cantilever left -and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPN 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=1167.2=678. 11)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI1TP1 1. 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 41\ Job ITruss buss l ype C' Y- - PI VP Custom Construction B1402781 A19 ROOF SPECIAL 1 1 , 1 J Job Reference{optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.4'30 s Oct 142'013 Print: .430 s Oct 14 2013 Wok Industries,Inc.Wed May 28 10:09:08 2014 Page 2 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-TcOBSt8D11 Ku5JG97SANXH7Jlohe1 tbliXycDlz19 NOTES 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)54 lb down and 151 lb up at 9-9-7,126 lb up at 12-0-12,57 lb down and 182 lb up at 14-0-12,121 lb down and 239 lb up at 16-0-12,128 lb down and 245 lb up at 18-0-12,128 lb down and 245 lb up at 20-0-12,128 lb down and 245 lb up at 22-0-12,and 128 lb down and 245 lb up at 24-0-12,and 128 lb down and 245 lb up at 26-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced)+Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-80,4-7=-80,7-8=-30,2-15=-20,13-15=-20,11-12=-20,11-27=-60,9-27=-20 Concentrated Loads(Ib) Vert:4=-54 19=7 20=-57 21=-121 22=-128 23=-128 24=-128 25=-128 26=-128 Job , Truss Truss Type 1Qty Ply 'VP Custom Construction B1402781 jA20 �,ROOFSPECIALGIRDER 1 2[Job Reference fgptjonal) Pro-Build Clackamas Truss,Clac'kamas,OR 97015-1129,Cody W.uarke Run:7.436 s Oct 14 2013 Print:7.430 s Oct 14 20 3 tfvvtiTTek Industries,Inc. Wed May 28 10:09:09 2014 Page 1 ID:BtooLOOSOiSqbDIxzL?rE7zSt YC-xoyZfD9r3KSkiSrLgAhc4UgVRC?MmIkSxBh9lkzBz18 -1-6-0 2-5-8 7-7-11 7-1,0;15 14-6-8 20-10-9 26-11-0 1-6-0 2-5-8 5-2-3 0'3-4 6-7-9 6-4-0 6-0-7 Scale=1:48.8 5x12 MT18H= 3x4 11 4x8= 3x4 I' IT 4._, ea erg y 5 C ►4 2� 6a rR1 6d j$ o s' ,, — — I. - 8.00 12 // a rics d 4x8 i N 3,I K n U7 u7 3 y ✓ N. }�g I [7 115 \ L'--. 81 13r[=-' - 1� 1 6x70-_ 14 6k'u= - 9 1 3x6 16 4x4- 12 11 10 3x4 3x4 H 4x4= 6x6= 2-5-8 7-7-11 14-6-8 20-10-9 26-11-0 ' 2-5-8 I 5-2-3 6-10-13 I 6-4-0 6-0-7 Plate Offsets(X,Y): 13:0-2-4,0-2-01,14:0 7 8,0 1 41,110:0-2-4,0-4-0],[13:0-3-0,0-2-121,115:0-2-0,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.96 Vert(LL) 0.11 13-14 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.80 Vert(TL) -0.32 13-14 >988 180 MT18H 220/195 BCLL 0.0 * Rep Stress Incr NO WB 0.88 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:348 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, except BOT CHORD 2x6 DF No.2*Except* end verticals,and 2-0-0 oc purlins(4-3-12 max.):4-8. B2:2x10 DF SS,B4:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Std G 6-0-0 oc bracing:15-16. REACTIONS (lb/size) 10=3349/Mechanical,2=3137/0-5-8 (min.0-1-11) Max Horz 2=289(LC 7) Max Uplift10=-1257(LC 7),2=-1079(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4610/1481,3-4=-5452/2047,4-17=-5298/2081,5-17=-5298/2081,5-18=-5224/2049, 6-18=-5224/2049,7-10=-503/306 BOT CHORD 2-16=-1362/3637,14-15=-2611/6838,14-19=-1811/4519,13-19=-1811/4519,5-13=-1394/843, 12-20=-359/822,11-20=-359/822,10-11=-1200/3173 WEBS 3-14=-2308/808,4-14=0/817,4-13=-357/1036,11-13=-846/2364,6-13=-1035/2500, 6-11=0/334,6-10=-4114/1547 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x10-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 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. 3r Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Refer to girder(s)for truss to truss connections. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=1257,2=1079. 12)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)823 lb down and 491 lb up at 7-9-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. Continued on page 2 K.1111111111111111M. .. Job Truss Truss Type Qty I Ply j VP Custom Construction , 51402781 A20 'ROOF SPECIAL GIRDER 1 I 1IPro-Build Clackamas Truss,Clao mas,OR 97015-1129,CodyW. larke Run:7.430 s Oct 14 201 i PrinD Job Reference14 2013 fM,wnal) a � 2 7.430 s Oct 14 A�tiYek Industries,Inc.Wed May 2810:09U9 2014 Page 2 Sq IxzL?rE7zSlYC-xoyZfD9r3KSkiSrLgAhc4UgVRC?MmIkSXBh9IkzBzI8 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(Of) Vert:1-4=-80,4-7=-198,7-8=-30,2-16=-49(F=-29),13-15=-49(F=-29),9-12=-49(F=-29) Concentrated Loads(Ib) Vert:4=-693 Job Truss iTruss Type Qty 1Ply IVP Custom Construction B1402781 1301 ROOF SPECIAL 1 I ;Job Reference{gptionall Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.436 s Oct 141&013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:09 2014 Page 1 ID:BtooLOOSOiSgbDIxzL?rE7zS1 YC-xoyZfD9r3KSkiSrLgAhc4UgUJC_NmlPSXBh91kzBzl8 -1-6-0 2-5-8 7-7-11 7-1V715 11-7-14 15-10-0 20-2-0 24-6-0 30-3-0 ' 1-6-0 2-5-8 5-2-3 04-4 3-8-15 4-2-2 4-4-0 4-4-0 5-9-0 Scale=1:54.4 1 5x12 MT18H 4x8= 3x4 II 3x6= 2x4 II 4x8= w I� o � o- 6Zt_. ISd 6 q _ 1' 7 IR! 6ZI IRI IRI 1 6a 10 Ell 8.00 12 �j _ > W1!/ .r- 3x6 i / v /INI da a ri 3 / yR 15 1401 WV 1 3 4x14MT18H= 6x12= ;',/, 4 [ 11 t /?`�i 18 17 16 11 v7iss 5x8% 5x8— 10x20 3x4 II 13 12 2x4 11 4x6 4.00[12 2-5-8 1 7-7-11 15-10-0 24-6-0 30-3-0 ' 2-5-8 5-2-3 8-2-5 8-8-0 r ¢h Plate Offsets(X 1f): [2:0-2-10,Edge],[3:0-2-12,0-1-8],[4:0-2-4,0-2-8],[5:0-3-4,0-2-0],[9:0-2-4,0-1-12],[12:0-2-4,0-2-8],[14:0-54,0-3-4],[15:0-6-4,0-3- 4[18:0-4-0,0-3-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.96 Vert(LL) -0.33 15 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.86 Vert(TL) -1.19 14-15 >301 180 MT18H 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.83 Horz(TL) 0.71 12 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:174 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G*Except* end verticals,and 2-0-0 oc purlins(2-6-5 max.):4-10. B3,B5:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 5-17 W2,W5,W8:2x4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 12=1497/Mechanical,2=1630/0-5-8 (min.0-1-10) Max Horz 2=286(LC 8) Max Uplift12=-387(LC 8),2=-443(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-19=-3789/987,3-19=-3684/998,3-20=-2384/558,4-20=-2278/578,4-21=-1965/557, 5-21=-1965/557,5-22=-5291/1424,6-22=-5291/1424,6-23=-5400/1426,7-23=-5400/1426, 7-8=-3266/831,8-24=-3203/847,9-24=-3203/847,9-12=-1435/420 BOT CHORD 2-18=-1023/3094,17-18=-949/2824,6-15=-328/156,14-15=-1300/4701,8-14=-426/199 WEBS 3-18=-240/965,3-17=-918/407,4-17=-133/842,5-17=-1846/530,15-17=-916/3200, 5-15=-593/2407,7-15=-139/768,7-14=-1579/516,9-14=-903/3408 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 3-6-8,Exterior(2)3-6-8 to 7-9-7,Interior(1)12-0-6 to 27-3-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 'between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)12=387 ,2=443. 11)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 4111 Job !Truss I Truss Type I Qty Ply 1VP Custom Construction 81402781 1C01 CALIFORNIA GIRDER 1 1 Job Pro Budd Clackamas Truss,Clackamas,OR 97015-1129,CodyW.Clarke7-7-9 7-10T15 10-11 0 Run:7.4 30 s Oct142 7.43 Reference 2013 MiTek l) I -- - Oi 4-7-12 2013 Print:7.430 s Oct 14 Tek Industries,Inc Wed May 28 10:09:10 2014 Page 1 D:BtooL0OSOiSgbDIxzL?rE7zS1 YC-P_WxtZATgeabKcPXEtCrdiCoRbNbVtgb9rRjIBzBzl7 -1I1 1 4 22-7 17-2-4 21-10-0 23-4-0 1-6-0 4-7-12 2-11-13 0-3-6 3-0-1 3-0-1 0-3=6 2-11-13 4-7-12 1-6-0 Scale=1:40.7 4x6-- 4x6 3x4= 4 �o /r, o C 1 j j _I 8.00 12 2x4 Q // 2x4 3 j 7 ,- s a i i.� \\\.‘ /�/ /- \I Y �7: 8 n 1 v, t2 11 10 � 9 d 3x8 3x8 4x6= 3x8 3x8 7-7-9 14-2-7 21-10-0 Plate Offsets X,Y: [2:0-2-1,0-1-81,14:0-2-5,0-2-a79 6-6 15 7-7-9 ( � [6:0-2-5,0-2-O1,I80-2-1,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.36 Vert(LL) 0.09 10-12 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.67 Vert(TL) -0.23 2-12 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.32 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:126 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins,except BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(3-8-8 max.):4-6. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 8=2544/0-5-8 (min.0-2-11),2=2544/0-5-8 (min.0-2-11) Max Horz 2=143(LC 6) Max Uplift8=-916(LC 7),2=-916(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3739/1442,3-4=-3530/1439,4-5=-2929/1263,5-6=-2929/1263,6-7=-3530/1439, 7-8=-3739/1442 BOT CHORD 2-12=-1033/2992,12-13=-1111/3152,13-14=-1111/3152,11-14=-1111/3152, 11-15=-1111/3152,10-15=-1111/3152,8-10=-1033/2992 WEBS 4-12=-43/728,5-12=-485/248,5-10=-485/248,6-10=43/728 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=916, 2=916. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced - standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)823 lb down and 491 lb up at 14-0-11,and 823 lb down and 491 lb up at 7-9-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. 12)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)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Continued on page 2 friss fruss Type Qty Pty rvPCustom Construction 81402781 C01 CALIFORNIA GIRDER 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc.Wed May 28 10:09:10 2014 Page 2 ID:BtooLOOS0iSgbDlxzL?rE7zS 1 YC-P_WxtZATgeabKcPXEtCrdiCoRbNbVtgb9rRjlBzBzl7 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-4=-80,4-6=-191,6-9=-80,2-8=-48(F=-28) Concentrated Loads(Ib) Vert:4=-693 6=-693 Job 'Truss 1 1 russ type City I f ly IVP Custom Construction , B1402781 CO2 California 11 1 Job Reference(gptionap — Pro-Build Clackamas Truss,Clac iamas,OR 97015-1129,Cody W. arke Run:7.4:..0 s Oct 14 13 Print:').430 s Oct 14 2on MiTek Industries,Inc.Wed May 28 10:09:10 2014 Page 1 ID:BtooLOOSOiSqbDIxzL?rE7zS1 YC-PWxtZATgeabKcPXEtCrdiCpDbQsVv6b9rRjlBzBzl7 -1-6-0 4-8-13 17-1-3 1-6-0 4-8-13 4-110.12 0!-9 336 2-0-21 3 6 4-10 2 4-8-13 0 Scale=1:44.6 4x4= 5x8 411 CB m ti \ i &0012 2x4 / 2x4 c 3 6 M Q d. cd v Nil 1/2 �'�� m r. ''.- 't 11-1- -1 ,_,-, 10 9 8 a. 4x6 4x6= 3x8= 4x6= 3x4= 9-7-9 12-2-7 21-10-0 9-7-9 2-6-15 9-7-9 Plate Offsets(X,Y): [2:0-6-0,0-0-1],[4:0-2-0,0-1-13],[5:0-2-4,0-2-01,[7:0-6-0,0-0-1] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.31 Vert(LL) -0.15 7-8 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.46 Vert(TL) -0.48 7-8 >533 180 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(TL) 0.05 7 n/a n/a BCOL 10.0 Code IRC2009/TPf2007 (Matrix) Weight:111 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):4-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 7=1116/0-5-8 (min.0-1-8),2=1265/0-5-8 (min.0-1-8) Max Horz 2=169(LC 7) Max Uplift7=-345(LC 8),2=-449(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-1615/548,3-11=-1453/567,3-12=-1288/473,4-12=-1155/492,4-13=-969/470, 5-13=-969/470,5-14=-1161/499,6-14=-1296/481,6-15=-1469/582,7-15=-1631/563 BOT CHORD 2-10=-380/1273,9-10=-187/973,8-9=-187/973,7-8=-401/1295 WEBS 3-10=-360/230,4-10=-51/327,5-8=-69/333,6-8=-381/249 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 5-6-7,Exterior(2)5-6-7 to 16-3-9,Interior(1)16-3-9 to 18-7-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Concentrated loads from layout are not present in Load Case(s):#2 Dead+Uninhabitable Attic Without Storage. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=345, 2=449. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)52 lb down and 179 lb up at 9-9-5, and 52 lb down and 179 lb up at 12-0-11 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Continued on page 2 305 Truss Truss Type Qty Ply 'VP Custom Construction 81402781 CO2 California 1 1 ,Job Reference Wional) Pro-Build Clackamas Truss,Clackamas,OR 970155-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 Mffek Industries,Inc. Wed May 28 10:09:10 2014 Page 2 ID:BtooLOOSOiSgbDIxzL?rE7zS1 YC-P_WxtZATgeabKcPXEtCrdiC,pDbQsVv6b9rRjlBzBzl7 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-4=-80,4-5=-80,5-7=-80,2-7=-20 Concentrated Loads(Ib) Vert:4=-52 5=-52 Truss Truss t ype Qty Ply VP Custom Construction O I B140278 b Reference Pro-Build Clackamas Truss,CIacCO3 FINK ID:BtooLOOSOiSgbDllxzL?E7zS1 YC-fPQ_QQWxtZATgeabKcPXEtCrdiCombS7Vu7b9rRjIBzBzl7 Pro-Buil )camas,OR 97015-1129,CodyW.�Aarke Run:7.416 s Oct 14207 3 Print:7.430 s Oct 14 2013 MTek Industries,Inc.Wed May 28 10:09:10 2014 Pae 1 -1-6-0 i 5-8-1 I 10-11-0 I 16-1-15 1 21-10-0 1-6-0 5-8-1 5-2-15 5-2-15 5-8-1 4x4= Scale=1:45.2 4 8.00112 / \ 2x4\\ 2x4 a 3 5 - ' � a `* N. 2 / 6 41 / al 8 7 �i G x6= 3x4= 3x6=- 3x4_ 3x6= 7-5-0 14-5-0_ 21-10-0 7 0 6-11-15 7-5-0 Plate Offsets(X,Y): [2:0-3-7,0-1-8],[4:0-2-0,0-1-12[6:0-3-7,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.34 Vert(LL) -0.11 7-9 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.38 Vert(TL) -0.21 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:102 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 6=1126/0-5-8 (min.0-1-8),2=1276/0-5-8 (min.0-1-8) Max Horz 2=191(LC 7) Max Uplift6=-258(LC 8),2=-362(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-1664/358,3-12=-1442/382,3-13=-1474/434,4-13=-1331/446,4-14=-1348/462, 5-14=-1492/451,5-15=-1458/396,6-15=-1680/382 BOT CHORD 2-9=-218/1271,9-10=-23/839,8-10=-23/839,8-11=-23/839,7-11=-23/839,6-7=-236/1291 WEBS 3-9=-384/277,4-9=-176/633,4-7=-205/662,5-7=-398/289 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCOL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 7-11-0,Exterior(2)7-11-0 to 10-11-0,Interior(1)13-11-0 to 18-7-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=258, 2=362. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type I Oly Ply VP Custom Construction B1402781 C04 Root Special Girder ,1 1 2;Job Reference(pptjpnal) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129, 30 W.larke Run:7.4s Oct 14 2013 Print:7.430 s Oct 14 20131v5Tek Industries,Inc.Wed May 28 10:09:11 2014 Page 1 ID:BtooLOOSOiSgbDIxzL?rE7zS1 YC-uB4J4uA5byiSym_kobj49vlyg?gfEGblOUAGgdzBzl6 -1-6-0 2-5-8 7-8-8 10-11-0 14-1-8 17-6-7 21-10-0 ' 1-6-0 2-5-8 ' 5-3-0 3-2-8 3-2-8 3-4-15 4-3-9 ' 4x6 I I Scale=1:50.6 5 f- 3x6 3x6 8.00 12 4 6 c, r 3x4 n N3x6 Ti 7 a Af WL 3 � b� Wb. ✓✓4 1 V' 2 �1 I I �� I 8 MUS26 . I� 0 o � 14 13 MUS26 12 MUS26 11 I c i i 6x8 8x12 vv....i o 4510 6x6 - 5x8 _- 10 9 MUS26 3x10 HUS26 2x4 .' 4x8-- 4.00'12 Special MUS26 2-5-8 7-8-8 10-11-0 14-1-8 17-6-7 21-10-0 ' 2-5-8 5-3-0 3-2-8 3-2-8 3-4-15 4-3-9 Plate Offsets(X,Y): [2:0-3-1,0-1-13],[3:0-2-0,0-1-8],[6:0-2-0,0-1-8],[7:0-1-12,0-1-8],[8:0-2-1,0-1-8],[9:0-2-0,0-2-4],[11:0-9-0,0-6-0j,[1 2:0-4-0,0-2-4],[13:0-3-0,0-3-12],[14:0-4-0 .0-4-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.40 Vert(LL) 0.15 12-13 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -0.33 12-13 >779 180 BCLL 0.0 * Rep Stress Incr NO WB 0.60 Horz(TL) 0.20 8 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:287 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-3-2 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 9-8-7 oc bracing. Except: WEBS 2x4 DF Std G*Except* 10-0-0 oc bracing:10-11 W1,W6:2x4 DF No.1&Btr G REACTIONS (lb/size) 8=4864/1-6-8 (min.0-2-10),2=3670/0-5-8 (min.0-1-13) Max Horz 2=191(LC 6) Max Uplift8=-1658(LC 7),2=-1435(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-10115/3791,3-4=-6531/2576,4-5=-5130/2074,5-6=-5091/2060,6-7=-7423/2724, 7-8=-7727/2684 BOT CHORD 2-14=-3150/8469,13-14=-2868/7662,13-15=-1993/5387,15-16=-1993/5387, 12-16=-1993/5387,12-17=-2111/6185,11-17=-2129/6254,10-11=-60/254,6-11=-1107/3576, 10-18=-169/485,9-18=-169/485,9-19=-2171/6402,19-20=-2171/6402,8-20=-2171/6402 WEBS 3-14=-915/2706,3-13=-2324/894,4-13=-813/1919,4-12=-1968/921,5-12=-2192/5362, 6-12=-3262/1107,9-11=-2089/6175,7-11=-390/104 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 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)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); -cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=1658, 2=1435. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 8-0-12 from the left end to connect truss(es)F01 (1 ply 2x6 DF)to front face of bottom chord. Continued on page 2 Job Truss I russ l ype 'Qty IPly VP Custom Construction B1402781 1C04 !Roof Special Girder 1 g optional) Pro-Build Clackamas Truss.Clackamas,OR 97015-1129,Cody W.Clarke Run:7.436DsO Oct 14 2013 Print: SgbDl 0 s Oct 14 2013 MTek 4J4uA5srii Industries, Inc. b d May yg 28 g10Gb112014 Page 2 16 NOTES 13)Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 4-0-0 oc max.starting at 10-0-12 from the left end to 20-0-12 to connect truss(es)F02(1 ply 2x4 DF),F03(1 ply 2x4 DF),F04(1 ply 2x4 DF)to front face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)772 lb down and 244 lb up at 14-4-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced)+Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-80,5-8=-80,2-14=-20,11-14=-20,8-10=-20 Concentrated Loads(Ib) Vert:11=-772(F)15=-1540(F)16=-806(F)17=-772(F)18=-782(F)19=-782(F)20=-782(F) o Truss Truss Type Qty Ply VP Custom Construction 181402781 1lD01 CALIFORNIA GIRDER I 1 1 Job Reference(Qpfipaalt Wed y' Page 28 10:09:11 2014 Pro-Build Clackamas OTruss,Clackamas,Gf194g3tt29,Cody W.�larke 7-5-1 7-10- 5 10-2-4Run:7.430 s ID:Bto 14 SOtSgbDIxzL 13 Print .430 rE7z l C-uBB4J4 A5byS2013 Ivriek ymck b 49vlup 113EM1lOUAGgdzBzl6 1$ 15-7-5 20-4-8 1-6-0 4-9-3 2-7-14 0-5-14 2-3-5 2-3-5 0-5-1'4 2-7-14 4-9-3 Scale=1:36.3 5x12 MT18H 5x12 MT18H,-- 3x4 4.00(12 `T 4 ' T2 __ I M "2x4-, — , - 2x4 G a 3 / 7 ccf= d �v lW'. j 'N<<� r1 Y t% N 8 in 2 CC:C= . = gL Tin Vii, '� lc3 4x12= 10 o 11 9 34= 5x12 MT18H= 4x12= 3x8 -- 7-5-1 12-11-7 20-4-8 1 7-5-11 5-6-6 7-5-1 Plate Offsets(X,Y): f2:0-2-1,Edgel,14:0-4-7,0-2-81,16:0-4-7,0-2-81,18:0-2-1,Edge1 - - LOADING(psf) SPACING 2-0-0 CSI DEFL in Om) I/dell lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.64 Vert(LL) -0.22 9-11 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.53 Vert(TL) -0.62 9-11 >389 180 MT18H 220/195 BCLL 0.0 * Rep Stress Ina NO WB 0.25 Horz(TL) 0.14 8 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:99 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins,except BOT CHORD 2x6 DF 2250F 1.7E 2-0-0 oc purlins(2-6-13 max.):4-6. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 7-2-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 8=2211/0-5-8 (min.0-2-6),2=2346/0-3-8 (min.0-2-8) Max Horz 2=40(LC 3) Max Uplift8=-564(LC 7),2=-658(LC 7) FORCES (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5913/1743,3-4=-5810/1719,4-12=-5534/1674,5-12=-5534/1674,5-13=-5535/1688, 13-14=-5535/1688,6-14=-5535/1688,6-7=-5811/1734,7-8=-5888/1756 BOT CHORD 2-11=-1609/5552,11-15=-1738/5856,15-16=-1738/5856,10-16=-1738/5856, 10-17.1738/5856,9-17=-1738/5856,8-9=-1619/5522 WEBS 3-11=-52/310,4-11=0/562,5-11=-526/228,5-9=-532/223,6-9=0/566,7-9=-54/340 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Alt plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=564, -2=658. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/Mil. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)693 lb down and 361 lb up at 12-9-10,and 693 lb down and 361 lb up at 7-6-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13)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 Continued on page 2 Job ,Truss Truss Type �Y 1P1 VP Custom Construction 61402781 !DOt CALIFORNIA GIRDER 1 1 Job Reference{optional) Page28 10:09:11 2014 Pro-Build Clackamas Truss,Clad amas,OR 97015-1129,Cody W.bathe Run:7.431J D:BtooLOOS0 SgbDIxzL?rs Oct 14 2013 Print: .430 s E7zS1 YC t 14 20131uBB44J4uA5byiSymck b 49v1 Wed p l3EM11OUAGgdzBzl6 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-80,4-12=-80,12-14=-191,6-14=-80,6-8=-80,2-8=-48(F=-28) Concentrated Loads(Ib) Vert:4=-693 6=-693 -i'i vimmil Job -- ------ I russ 'truss I ype --_- ---[Qty Ply VP Custom Construction 81402781 002 MONO TRUSS 7 I 1 Job Reference Jpptionall Pro-Build Clackamas Truss,Clacicamas,OR 97015-1129,Cody W.Clarke Run:7.436 s Oct 1412613 Print:7.430 s Oct 14 2019 MiTek Industries,Inc. Wed May 28 10:09:12 2014 Page I IO:BtooLOOSOISgbOlxzL?rE7zS1 YC-MNdhHEBjMFqJZwZwMIEJi7IB3PBPzpuud8wpM3zBzl5 -1-6-0 4-5-11 8-9-0 1-6-0 ' 4-5-11 4-3-5 2x4 Scale=120.2 4 5 I 4.00i2 3x4% , v 3 W1 N Ci T1 cct 1 W3 i L 81— 1 $ 2x4 II 7 6 3x4= 3x4=- 4-5-11 4-5-11 8-9-0 4-5-11 4-3-5 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.16 Vert(LL) -0.01 8 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.14 Vert(TL) -0.04 2-8 >999 180 BCLL 0.0 " Rep Stress Ina YES WB 0.21 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code IRC2009ITP12007 (Matrix) Weight:38 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 7=412/Mechanical,2=565/0-5-8 (min.0-1-8) Max Horz 2=162(LC 8) Max Uplift7=-119(LC 8),2=-182(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-711/67,3-9=-654/78 BOT CHORD 2-8=-163/616,7-8=-163/616 WEBS 3-7=-659/174 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 5-9-0,Exterior(2)5-9-0 to 8-9-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=119, 2=182. 7)This truss is designed in accordance with the 2009 International Residential Code sections 8502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job I cuCity ss cuss Type. �ly 1 VP Custom Construction Job Reference(optional) — , f__._- B1402781 003 GABLE Pro-Build Clackamas Truss,Cla as,OR 97015-1129,Cody W. arke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 Tek Industries,Inc.Wed May 28 10:09:12 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-MNdhHEBjMFgJZwZwMIEJi7IBrPBPzpuud8wpM3zBzI5 -1-6-04-5-11 8-9-0 1-6-0 4-5-11 4-3-5 2x4 f f Scale=1:20.2 2x4 I, 4 5 --J — 1 400 Fri 3x4 I' 2X4 II 3 I dl _ wi j T1 ,—I ST2, K _ 1 48 2 �i ' ST1 \�-�� tE 1 ___________/' 2x4 I I 8 F zxa 1 1 7 6 3x4= 3x4= 2x4 II 4-5-11 -- 8-9-0 4511 --- 4-3-5 , LOADING(psf) SPACING 2-0-0 I CSI DEFL in (loc) I/defl LJd PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.18 Vert(LL) -0.01 8 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.14 Vert(TL) -0.04 2-8 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.21 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:42 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF No.1&Btr G end verticals. WEBS 2x4 OF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G , MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 7=412/Mechanical,2=565/0-5-8 (min.0-1-8) Max Horz 2=162(LC 8) Max Uplift7=-119(LC 8),2=-182(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-711/173,3-12=-654/183 BOT CHORD 2-8=-322/616,7-8=-322/616 WEBS 3-7=-659/344 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=2ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Corner(3)-1-6-0 to 1-6-0,Exterior(2)1-6-0 to 5-9-0,Comer(3)5-9-0 to 8-9-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable studs spaced at 2-0-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=119, 2=182. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job , , Truss Truss I ype fly Ply VP Custom Construction 81402781 E01 CALIFORNIA GIRDER 1 1 Job Referencetional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clank Run:7.430 s Oct 14 2013 Print 7.430 s Oct 14 2013 f Tek Industries,Inc.Wed May 2810:09:13 2014 Page 1 '� ID:BtooLOOSOiSgbDb¢L?rE7zS1YC-g2134VaCL7ZyAB486v0IYEKgFYpO jHk1sofNuVzBzl4 i -1-6-0-6 I 4-7-12 { 2 11-4-7-12 13 '0L&615 3-8-2 X1-10-7 0-3-6 2-11-13 14-10-4 47-12 I 21-0O I Scale=126.9 4x6 4x8 d' m 4 q' Io I o T2 8.00 12 N4-; 2xa 3 77 4' 'AA! , /4/7 6 in // i�% , ,,,,-/- 7 fir . B1 4: Iq / 'MI� 1 IM 1 3xa i to s 3x8 i 3x8= 3x4= 7-7-9 H 11_10-7__ _ 19-6-0 __ { 7-7-9 4-2-14 7-7-9 Plate Offsets(X,Y) [2:0-2-1,0-1-8],[4:0-2-5,0-2-01,[5:0-3-8,0-1-12],[7:0-2-1,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft IJd PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.63 Vert(LL) 0.07 9-10 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.63 Vert(TL) -0.21 7-9 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.17 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code IRC2009ITPI2007 (Matrix) Weight:111 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins,except BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(3-5-9 max.):4-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 8-2-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=2266/0-5-8 (min.0-2-7),7=2266/0-5-8 (min.0-2-7) Max Horz 2=143(LC 6) Max Uplift2=-815(LC 7),7=-815(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3243/1268,3-4=-3031/1265,4-11=-2522/1125,11-12=-2522/1125,12-13=-2522/1125, 5-13=-2522/1125,5-6=-3031/1267,6-7=-3242/1269 BOT CHORD 2-10=-889/2585,10-14=-839/2521,14-15=-839/2521,15-16=-839/2521,9-16=-839/2521, 7-9=-889/2585 WEBS 4-10=0/425,5-9=0/424 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=oft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=815, 7=815. 8)-This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/I-PI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)823 lb down and 491 lb up at 11-8-11,and 823 lb down and 491 lb up at 7-9-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. 12)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)Dead+Roof Live(balanced):Lumber Increase-1.15.Plate Increase=1.15 Continued on page 2 . .. 4. -Job Truss Truss Type - . .a. ._Custom Con,tructi_ . -B1402a m CALIFORNIA GIRDER , 1 Job Reference(optional) . / s Clackamas Truss, 7A„Cody#Clarke Run:7.ID:B430 MTek j /2 \%\ LOAD CASES� ) Standard Uniform 2a(p ) Vert:1-4=-80,4-5=-191,5-8=-80,2-7=-48(F=-28 Concentrated Loads(b� An 4=-6935=-693 \ � \ \ ) ) Tob , Truss Truss Type Qty l Ply ' VP Custom Construction 81402781 E02 Common 11 1 1 I Job Reference Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,oady 1W air e r Run:7- 28 10:09:13 2014 Pane 1 ID:Bt 14 2013 Print: SgbDlxz 3 E7zSi C-gZB4VaICL7ZyAB486 0IYEKgKIpRS F31 sofNuVzBzl4 -1-6-0 4-10-8 9-9.0 -- 14-7-8 19-6-0 1-6-0 l 4-10-8 i 4-10-8 4-10-8 4-10-8 454- Scale=1:40.9 4 i ZZ 8,001W 2x4 2x4 3 5 W Nt -'NNI16 � 2 � I4 _10 1 Ci 7 3x8= 3x8= 3x8= 9-9-0 19 6 0 _ 9-9-0 I 9-9-0 Plate Offsets(X,Y):j2:0-8-0,0-0-15],[6:0-8-0,0-0-151 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.30 Vert(LL) -0.12 2-7 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.54 Vert(TL) -0.39 6-7 >583 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:86 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G f MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 6=946/0-5-8 (min.0-1-8),2=1097/0-5-8 (min.0-1-8) Max Horz 2=173(LC 7) Max Uplift6=-228(LC 8),2=334(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-1345/343,3-8=-1157/362,3-9=-989/273,4-9=-855/285,4-10=-855/287, 5-10=-991/275,5-11=-1168/372,6-11=-1335/360 BOT CHORD 2-7=-211/1030,6-7=-228/1049 WEBS 4-7=-160/634,5-7=-408/273,3-7=-386/252 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 6-9-0,Exterior(2)6-9-0 to 9-9-0,Interior(1)12-9-0 to 16-3-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 61 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=228, 2=334. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced • standard ANSI/1[P!1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard i 1 abb--- nJ53 1 rule 7 ype I VP Custom Construction 81402781 ) Common ClackamasTruss, OR 97015-1129,Cody W.ClarkeS Run:7.430$Oct 14 SO SgbDlllx.4 0 ED7zS1 C1[1 tB4VaICL7ZyA Inc. 8486v IYEK FrpN8i9:1 2014 Page zBz14 1 ' 7,.lob Reference 13MT ID:BtooL00 5-6-12 9-9-0— 13-11-4 19-6-0 5-6-12 I 4-2-4 + 4-2-4 5-6-12 4x4= Scale=1:42.3 3 Xv 8.00 iii 4x6: � N. 4x6 2 4 /�� \ / y /� 1 7 // 5 1/ It vv 1 in I I n n �': I4 MI LUS24 LUS24 RS 4x10 8 7 6 4x10 4x8 I I 4x8= 4x8 11 HUS26 5-6-12 9-9-0 13-11-4 19-6-0_ 5-6-12 4-2-4 4-2-4 5-6-12 Plate Offsets(XX): [1:0-2-4,0-2-61,(2:0-1-8,0-1-81,[3:0-2-0,0-1-41,[4:0-1-8,0-1-81,[5:0-2-4,0-2-61,16:0-4-12,0-2-01,17:0-4-0,0-1-121,- [8:0-4-12,0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.61 Vert(LL) -0.10 6 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.81 Vert(TL) -0.21 6 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.92 Horz(TL) 0.07 5 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:106 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-7-14 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 7-6-0 oc bracing. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 4-7 W3:2x4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=1666/0-5-8 (min.0-1-12),5=2866/0-5-8 (min.0-3-1) Max Horz 1=-154(LC 5) Max Uplifts=-477(LC 7),5=-858(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2644/771,2-3=-2232/759,3-4=-2230/758,4-5=-4590/1427 BOT CHORD 1-8=-542/2080,7-8=-542/2080,6-7=-1083/3685,6-9=-1083/3685,9-10=-1083/3685, 5-10=-1083/3685 WEBS 3-7=-721/2091,4-7=-2565/932,4-6=-804/2624,2-7=-430/212 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=477, 5=858. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 9)Use Simpson Strong-Tie HUS26(14-16d Girder,6-16d Truss,Single Ply Girder)or equivalent at 13-11-4 from the left end to connect truss(es)A01 (1 ply 2x6 DF)to back face of bottom chord. 10)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 15-11-4 from the left end to 17-11-4 to connect truss(es)SA03A(1 ply 2x4 DF),SA02A(1 ply 2x4 OF)to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)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)Dead+Roof Live(balanced)+Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-80,3-5=-80,1-5=-20 Continued on page 2 Job truss I Truss Type lQty T Ply VP Custom Construction l B1402781 E04 ,QUEENPOST 1 1 Job Reference19 ional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.436 s Oct 14 2813 Print:11.430 s Oct 14 20131v Tek Industries,Inc. Wed May 28 1009:14 2014 Page 1 ID:BtooLOOSOiSgbDbczL?rE7zS1 YC-ImISiwD_ut41 pEjJTjHnnYNV PDoIRifB4SPwRyzBzl3 4-10-8 9-9-0 13-10-8 4-10-8 4-10-8 4-1-8 4x4`- Scale=1:40.4 3 " 8.00 12 3x4 \4 2x4 / 6� iN' n. Nit 4 /, ads 3 1•If poi 1I >7 11.2 3x8= 7 6 5 3x8= 2x4 I'. 9-9-0 13-10-8 H9-9-0 4-1-8 Plate Offsets(X,Y): [1:0-8-0,0-0-15],[4:0-1-12,0-1-8]_ LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.30 Vert(LL) -0.14 1-7 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.43 Vert(TL) -0.46 1-7 >351 180 BCLL 0.0 * Rep Stress Incr YES WB 0.26 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code IRC2009TTPI2007 (Matrix) Weight:71 lb FT=10 LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Bir G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W4:2x4 DFNo.1&BtrG - - - MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=669/0-5-8 (min.0-1-8),6=674/Mechanical Max Horz 1=179(LC 8) Max Upliftl=138(LC 8),6=-188(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or fess except when shown. TOP CHORD 1-8=-853/201,2-8=-685/221,2-9=-500/123,3-9=-363/135,3-4=-431/138,4-6=-667/196 BOT CHORD 1-7=-282/658 WEBS 2-7=-424/275,4-7=-73/434 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 6-9-0,Exterior(2)6-9-0 to 9-9-0 zone;cantilever left and right exposed;C-C for 9members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=138, 6=188. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Truss I Truss Type City Ply VP Custom Construction B1402781 E03 `Common Girder 1 1 Pro Build Clackamas Truss,Claracamas,OR 97015 1129,Cody w.Clarke Job Reference(Qplional) Run:7. s Oct 14 13 Print:X7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:13 2014 Page 2 ID:BtooLOOSoiSgbDI L?rE7zS1YC-gZB4VaCL7ZyAB486v0IYEKgFrpN8i5?1 sofNuVzBzl4 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:6=-2489(8)9=-67(B)10=-71(B) i Truss Truss Type Qty Ply VP Custom Construction B1402781 E05 GABLE 1 1 Job Reference(optional) Pro-Build Clackamas Truss, ,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print 7.430 s Oct 14 2013 MTek Industries,Inc.Wed May 28 10:09:14 2014 Paact�s 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 VC-ImISiwD_ut41 pEjJTjHnnYNVPDoERhnB4SPwRyzBzl3 I-__-- 4-1-8 9-4-8 4-1-8 5-3-0 Scale:3/16"=1' 2x4 I I 2x4 3 4 8.00 12 2x4 H /// 3x6 / 2 1 23x6' MYB zx4 11 un 2x 10 4x6 II d t�-8 0•,a IIIIMMiP!'�III.111.III E 98 MUS26 7 MUS26 MUS26 65 3x4 11 6x8_ 3x4 11 MUS26 4-1-8 9-4-8 __ F 4-1-8 5-3-0 — Plate Offsets(X,Y): [2:0-2-12,0-1-81[6:0-2-0,0-0-13],[7:0-2-8,0-4-81[8:0-2-0,0-0-4],[10:0-2-8,0-2-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.30 Vert(LL) -0.03 6-7 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.07 6-7 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.38 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:99 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals. WEBS 2x4 DF Std G`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W6:2x4 DF No.1&Btr G.W2:2x6 DF No.2 JOINTS 1 Brace at Jt(s):10 OTHERS 2x4 DF Std G r MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 6=1328/Mechanical,8=1356/Mechanical Max Horz 8=272(LC 7) Max Uplift6=-646(LC 7),8=-292(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-764/170,6-10=-951/566,1-8=-1115/203 BOT CHORD 8-15=-272/73,7-15=-272/73 WEBS 2-7=-235/355,1-7=-202/854,2-10=-717/403,7-10=-400/712 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCOL=6.0pst;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/7P11. 3)Gable studs spaced at 2-0-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=646, 8=292. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 1-11-4 from the left end to 7-11-4 to connect truss(es)A02(1 ply 2x4 DF),A03(1 ply 2x4 DF),A04(1 ply 2x4 DF),A05(1 ply 2x4 DF)to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)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 Continued on page 2 Tod Truss Truss Type Qty Ply VP Custom Construction 81402781 E05 GABLE 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print 7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10)914 2014 Page 2 ID:BtooLOOSOISgbDIxzL?rE7zSt VC-ImISiwD_ut41 pEjJTjHnnYNVPDoERhnB4SPwRyzBzl3 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced)+Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-80,3-4=-30,5-9=-20 Concentrated Loads(Ib) Vert:7=-522(F)15=-554(F)16=-318(F)17=-388(F) A Job ?Truss Truss TypeQtY PlyVP Custom Construction �B1402781 i F01 {ROOF SPECIAL GIRDER 1 , 1 ` Y (Job Reference fp tl`onall 2 5-g 97015-1129, W.Clarke Run:7.430 s Oct 14 2013 Print:7 430 s Oct 14 2013 fTek Industries,Inc.Wed Mat28 10:09:15 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-myJgwGDcfACuQNIV 1 QoOKIwbZc4oA_mKJ68UzOzBzl2 7-9-6 8-t0-1 0 12-0-9 16-7-0 Pro-Build Clackamas Truss,Clackamas,OR 2-5-8 5-3-14 0-3-4 3-11-15 4-6-7 Scale=1:33.4 4x4 3x4`-. 3x4 II til, ..yx.H._3, ,.-:71---7,-J, l' i 1571 obe 8.00 12 j 1 CV = q o IC w1 Nf 3X4 v g 1 2 1 Wz —/// \\�y ,_J 1 %I. 1 1 [b fill 83 Pit 11 II 11 4 h� I' r LUS24 LUS24 LUS24 LUS24 LUS24 0 ii/ ' I1 9 8MI 1a •x10 11 6x8= 6x6== 5x6 LUS24 LUS24 4.00 hi2.US24 2-5-8 7-9-6 12-0-9 16-7-0 2-5-8 5-3-14 4-3-3 4-6-7 Plate Offsets(X,Y): [1:0-8-8,0-0-01[2:0-1 12,0-1-8],13:0-1-12,0-1-12],[8:0-3-0,0-4-4],19:0-4-0,0-3-81,110:0-2-0,0-2-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.59 Vert(LL) -0.08 8-9 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.67 Vert(TL) -0.27 8-9 >681 180 BCLL 0.0 * Rep Stress Incr NO WB 0.97 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:98 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc purlins, except BOT CHORD 2x6 DF No.2*Except* end verticals,and 2-0-0 oc purlins(5-2-0 max.):3-6. B1:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Std G 8-1-1 oc bracing:9-10. MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer J Installation guide. j 1 REACTIONS (lb/size) 1=1323/0-5-8 (min.0-1-8),8=1700/Mechanical Max Horz 1=221(LC 7) Max Uplift1=-291(LC 7),8=-724(LC 7) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2849/889,2-3=-1914/568,3-12=-1505/552,4-12=-1505/552,5-8=-353/316 BOT CHORD 1-15=-920/2205,10-15=-903/2226,10-16=-912/2246,16-17=-912/2246,9-17=-912/2247, 9-18=-551/1120,18-19=-551/1120,19-20=-551/1120,8-20=-551/1120 WEBS 2-10=-184/727,2-9=-740/369,3-9=0/498,4-9=-2/547,4-8=-1539/779 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=291, 8=724. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 16-0-8 to connect truss(es)JF01 (1 ply 2x4 DF),JF02(1 ply 2x4 DF),JF03(1 ply 2x4 DF),JF04(1 ply 2x4 DF), JF05(1 ply 2x4 DF),JF06(1 ply 2x4 DF),JF07(1 ply 2x4 DF)to back face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)WARNING:The following hangers are manually applied but fail due to geometric considerations:LUS24 on back face at 2-0-12 from the left end. Continued on page 2 Job -- Truss I7russ Type l OtY 'Ply iVP Custom Construction t 81402781 . F01 ROOF SPECIAL GIRDER 1 1 . Job Referencetoptional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May�28 10:09:15 2014 Page 2 ID:BtooLoOSOiSgbDIxzL?rE7zS1 YC-myJgwGDcfACuQNIV1 QoOKIwbZc4oA_mKJ68UzOzBzl2 NOTES 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)316 lb down and 338 lb up at 7-11-2,144 lb down and 254 lb up at 10-0-12,155 lb down and 266 lb up at 12-0-8,and 143 lb down and 251 lb up at 14-0-8,and 143 lb down and 251 lb up at 16-3-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 17)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)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-80,3-5=-80,5-6=-30,1-10=-20,7-10=-20,1-11=-20 Concentrated Loads(Ib) - Vert:3=-316 5=-143 8=-76(B)9=-73(B)4=-155 12=-144 14=-143 15=56(B)16=-45(B)17=-55(B)18=-76(B)19=-76(B)20=-76(B) Job Truss 'Truss Type I Qty Ply VP Custom Construction Bionall Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,CodyW'Roof Spec al Run:7,436 s Oct 14 2013 Print:7.430RseOct 14 0ference13 Mi ek Industries,Inc.Wed May2810:09:15 2014 Page 1 1 �larke I0:BtooLOOSOiSgbDlxzL?rE7zS 1 YC-myJgwGDcfACuONIV 1 QoOKIwYc8OA8HKJ68UzOzBz12 2-5-8 I 9-9-6 100/10 16-7-0 , 2-5-8 7-3 14 01324 6-6-6 , 4x8 Scale=1:37.5 2x4 11 Zvi 1 10 la ►�I 4 5 `r T2 Z 8.00 12 W1 T • d y�' N� IN,. 3x4 i / 2 OR aha WV 1 7 1 9 8 Jo OM 4x4= 5x6 3x6" 4.0012 2-5-8 9-9-6 16-7-0 2 7-3-14 I 6-9-10 Plate Offsets(X,Y): 12:0-1-12,0-1-8),:0-3-8,0-1-12].17:0-3-0.0-2-12).19:0-2-12,0-2-8) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/def Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.82 Vert(LL) -0.08 8-9 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.29 8-9 >659 180 BCLL 0.0 * Rep Stress Incr YES WB 0.36 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:86 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(8-9-0 max.):3-5- WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-3-1 oc bracing. WEBS 1 Row at midpt 2-8,3-7 MiTek recommends that Stabilizers and required cross bracing ' be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=827/0-5-8 (min.0-1-8),7=959/Mechanical Max Horz 1=291(LC 8) Max Upliftl=-183(LC 8),7=-509(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2555/972,2-10=-907/185,10-11=-880/199,3-11=-723/215,4-7=-369/308 BOT CHORD 1-9=-1145/2203,8-9=-1047/1990,7-8=-260/599 WEBS 2-9=-295/745,2-8=-1396/795,3-8=-7/458,3-7=-804/349 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 5-8-4,Exterior(2)5-8-4 to 9-11-2 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=183, 7=509. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)44 lb down and 144 lb up at 9-11-2 121 lb up at 12-0-8,and 66 lb down and 151 lb up at 14-0-8,and 66 lb down and 151 lb up at 16-3-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job 11Truss i Truss Type Qty I Ply VP Custom Construction 1 81402781 F02 I Roof Special 1 1 1 iJob Reference f9p)ional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.43 s Oct 141013 Print: .430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:15 2014 Page 2 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-myJgwGDcfACuQNIV1 QoOKIwY_c8OA8HKJ68UzOzBz12 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-80,3-4=-80,4-5=-30,1-9=-20,6-9=-20 Concentrated Loads(Ib) Vert:3=-44 4=-66 12=12 14=-66 Job !Truss Truss Type Qty Ply VP Custom Construction 81402781 , , F03 Roof Special 2 1 Job Reference_(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.43 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:16 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-E8tC7cEEQUKI2Xthb8JFszSmbORSvaKUYmu1 VgzBzll 2-5-8 5-0-0 12-0-8 16-7-0 2-5-8 2-6-8 7-0-8 4-6-8 4x4 -= Scale=1:46.5 4 n 7/7/ 2x4 - 8.00 12 �� 5 ,,,,,,!-7.- Wt A i 3x4 '4 ao 3 2x4 II 4 v 2 ` \> 8 31 / szra 04 9 = 8 76 � C 45 fat 5x8 Id 10 3x6'->4.00 rif 3x4 3x6 2-5-8 7-11-1 16-7-0 f 2-5-8 8-8-0 �_ Plate Offsets(X,Y): [3:0-1-12,0-1-81,f4:0-2-0,0-1-121,[7:0-2-4,0-1-81,T1:0-1-12,0-1-8],[9:0-2-12,0-2-12] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.58 Vert(LL) -0.22 7-8 >878 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.58 Vert(TL) -0.51 7-8 >379 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:90 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G`Except` BOT CHORD Rigid ceiling directly applied or 8-3-6 oc bracing. W2:2x4 DF No_1&Btr G WEBS 1 Row at midpt 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=844/0-5-8 (min.0-1-8),7=920/Mechanical Max Horz 1=234(LC 8) Max Uplift1=-160(LC 8),7=-232(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2151/548,2-10=-1866/494,3-10=-1770/504,3-11=-1120/275,4-11=-933/285 BOT CHORD 1-9=-654/1748,8-9=-496/1272,8-12=-91/360,12-13=-91/360,7-13=-91/360 WEBS 2-9=-85/255,3-8=-666/416,4-8=-194/847,4-7=-714/180,3-9=-148/484 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 9-0-8,Exterior(2)9-0-8 to 12-0-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=160, 7=232. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job ['Truss Truss Typeo i i Qty Ply [VP Custom Construction B1402781 F04 FINK _-- __-- 3 1 Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,CodyW.Clarke Run:7.430 s Oct 14 2013 Print:�I'Job ReferenceOct1423 i0na� 7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:16 2014 Page 1 Sq DIxzL?rE7zSlVC-E8tC7cEEOUKl2Xthb8JFszSpFOSbvaFUYmu1Vgz8z11 12-0-8 6 3-10 16-7-0 17-9-6 I — — _ too.0 Oi b 6-3-10 5-8-14 4-6-8 1-2-6 4x4=- Scale:1/4"=1' 3 .I 2x4 8.00 12 q - 2x4\\ r 2 Zwr! '4,, K �> 1 1-8 O Iea MI 7 3x6-i 65 3X4 3x4= 7-11-0 1.6-2-0 16-7r0 7-11-0 8-3-0 0-5-b Plate Offsets(X,Y):13:0-2-0,0-1 12],17:0-1-12,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.41 Vert(LL) -0.23 6-7 >854 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.57 Vert(TL) -0.46 6-7 >417 180 BCLL 0.0 * Rep Stress Incr YES WB 0.38 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:87 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-1 cc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2:2x4 DF No.1&Btr G WEBS 1 Row at midpt 3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer ; Installation guide. REACTIONS (lb/size) 1=848/0-5-8 (min.0-1-8),6=931/Mechanical Max Horz 1=231(LC 8) Max Uplift1=-161(LC 8),6=-231(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1210/200,2-10=-966/216,2-11=-1034/297,3-11=-876/308 BOT CHORD 1-7=-314/903,7-8=-83/335,8-9=-83/335,6-9=-83/335 WEBS 2-7=-464/332,3-7=-231/859,3-6=-709/176 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 9-0-8,Exterior(2)9-0-8 to 12-0-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=161, 6=231. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard I Job PUSS I Truss Type Qty Ply VP Custom Construction 1 B1402781 G01 CALIFORNIA GIRDER 1 1 Job Reference_c�nal) — tio , Pro-Build Clackamas Truss,Cfackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:17 2014 Page 1 ID:BtooLOOSOiSgbDIxzL?rE7zS1 YC-iKRaLyFsBoScghSu8rgUPA?yMQn4e3EdmOdal Hz8z10 2-0-0 5-2-1 5-5-7 9-7-9 9-10-15 13-1-0 15-6-8 17-0-8 2-0-0 3-2-1 0-3-6 4-2-2 -3-6 3-2-1 2-5-8 1-6-0 Scale=1:29.1 4x8 ,l 4x6 Ia) io ►o OM l i• o 1.2 8.00 12 ,- `L c. 4x8 � � 177V � axa / a rr '° v 2 5 ,} cn ih a &,— — ` 6 1 IN 12 8 4j 1$]d I d Bt Y 4x10= 11 10 x12 64 4x4 4x8= I 7 13 8 �/ 4x4 G• 3x4 '.1 3x4 II 3x4 O 2-0-0 5-2-1_- 9-10-15 13-1-0 �_- 15-6-8 2-0-0 3-2-1 4-8-14 3-2-1 2-5-8 Plate Offsets(X,Y): [1:0-1-5,0-1-8],[2:0-2-4,0-2-0),[3:0-3-8,0-1-12),[4:0-2-4,0-2-0],[5:0-2-4,0-2-0],[9:0-4-0,Edge],[12:0-2-0,0-0-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.58 Vert(LL) -0.05 10 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.62 Vert(TL) -0.1410-11 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.20 Horz(TL) 0.11 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:93 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins,except BOT CHORD 2x6 DF No.2*Except* 2-0-0 oc purlins(3-11-15 max.):3-4. B2:2x10 DF SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=1375/Mechanical,6=1511/0-5-8 (min.0-1-10) Max Horz 1=-105(LC 5) Max Uplift1=-443(LC 7),6=-538(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1929/643,2-3=-2349/857,3-14=-1974/779,4-14=-1974/779,4-5=-2386/856, 5-6=-1994/597 BOT CHORD 1-13=-384/1409,11-12=-755/2670,11-15=-564/1943,10-15=-564/1943,9-10=-771/2923, 6-8=-371/1549 WEBS 2-11=-722/209,3-11=0/378,4-10=0/406,5-10=-946/226 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=443, 6=538. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)379 lb down and 226 lb up at 9-9-3 ,and 379 lb down and 226 lb up at 5-3-13 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13)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 Continued on page 2 Job Truss Truss Type Qty Ply VP Custom Construction 161402781 GO1 ;CALIFORNIA GIRDER 1 1 Pro-Build Clackamas Truss,Clac as,OR 97015-1129,CodyW.�larke Bun-1D B8 s Oct 14 201 bP Print: 4 b Reference 1420 2013 MiTek In 1.430 s Oct MiTek Industries,Inc. Wed May 28 10:09:17 2014 Page 2 q ?rE7zSl YC-iKRaLyFsBoScghSu8rgUPA?yMQn4e3EdmQdal HZBZIO LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-80,3-4=-151,4-7=-80,1-13=-38(F=-18),9-12=-38(F=-18),6-8=-38(F=-18) Concentrated Loads(Ib) Vert:3=-319 4=-319 Job 'Truss Truss Type Qty Ply VP Custom Construction 81402781 G02 Roof Special 1 1 �I 1Job Reference fgDDfional) Pro-Build Clackamas Truss,Claccamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7 430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:17 2014 Page 1 ID:BtooLoOSOiSgbDlxzL?rE7zS1 YC-iKRaLyFsBoScghSu8rgUPA?zHQomez7dmQdal HzBz10 2-0-0 7-6-8 13-1-0 15-6-8 17-0-8 2-0-0 5-6-8 5-6-8 2-5-8 1-6-0 4x4= Scale=1:34.0 4 8.00 12 / 777 'N1 m 'c 3x6 dT' 3x6 O CG � 2 3 �� Al* _0., 82 vr4 ., B2 1 f✓ c . 6 17 ap. 11 9 qq d ;■ 131 LI 3x8= 10 3x8= J___ 34,_, B4 a- 12 4x8 - 8 „ii. 7 3x6 l I 3x6 2x4 II 2x4 11 2-0-0 1 7-6-8i 13-1-0 15-6-8 2-0-0 5-6-8 5-6-8 2-5-8 Plate Offsets(X,Y): [1:0-3-5,0-0-121,[3:0-2-8,0-1-81,[5:0-2-8,0-1-81,[6:0-6-0,0-0-71,[9:0-3-4,0-1-81,[11:0-3-4,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.04 9 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.58 Vert(TL) -0.15 9-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.59 Horz(TL) 0.13 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:79 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2:2x6 DF No.2 I MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF Std G be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 DF No.1&Btr-G 1-6-4 1 Installation guide. REACTIONS (lb/size) 1=778/Mechanical,6=931/0-5-8 (min.0-1-8) Max Horz 1=-145(LC 6) Max Uplift1=-206(LC 8),6=-313(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1166/352,2-3=-1099/371,3-13=-938/221,13-14=-815/231,4-14=-792/243, 4-15=-792/242,5-15=-938/231,5-16=-1104/326,6-16=-1181/322 BOT CHORD 1-12=-228/923,10-11=-405/1634,9-10=-344/1681,6-8=-194/949 WEBS 3-10=-986/445,4-10=-36/466,5-10=-1033/384 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-6-8,Exterior(2)4-6-8 to 7-6-8,Interior(1)10-6-8 to 14-0-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Concentrated loads from layout are not present in Load Case(s):#2 Dead+Uninhabitable Attic Without Storage. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`-This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)-Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=206, 6=313. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)139 lb down and 163 lb up at 7-6-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 12)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)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-80,4-7=-80,1-12=-20,9-11=-20,6-8=-20 Continued on page 2 Job ;Truss Truss Type Qty Ply VP Custom Construction 1 61402781 002 Roof Special 01 013 Print: Job Reference(optional) I Pro-Build Clackamas Truss,Cla mas,OR 97015-1129,CodyW.blarke Run:7.43 s Oct 147.430 s Oct 14 2013 kAiTek Industries,Inc.Wed May 28 10:09:17 2014 Page 2 ID:BtooLOOSOiSgbDlxzL?rE7zSl YC-iKRaLyFsBoScghSu8rgUPA?z Ciomez7dmQdal HzBzlO LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:4=-39(F) Job Truss Truss Type Qty VP Custom Construction 1.140 B7402781 HRA1 CORNER RAFTER 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:17 2014 Page 1 ID:BtooLOOSOiSgbDIxzL?rE7zS1 YC-iKRaLyFsBoScghSu8rgUPA?zrQwle6PdmOdal HzBzlO 2-1-7 11-2-4 14-3-1 18-6-14 22-8-14 29-9-1 34-3-8 38-1-6 F 2-1-7)• 11-2-4 3-0-13 4-3-13 4-2-0 7-0-3 4-6-6 3-9-14 0 5.66 12 4 Scale=1:81.9 8 � Iti v 3 4 r. 2 11-2-4 38-1-7 — 11-2-4 26-11-3 Plate Offsets(X,Y): [3:0-1-4,0-1-81 LOADING(psf) SPACING 1-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.48 Vert(LL) 0.17 2-3 >753 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.00 Vert(TL) -0.37 2-3 >357 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 11 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:79 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 0-2-2 except(jt=length)11=Mechanical,2=0-7-4,6=0-1-8,10=0-1-8. (Ib)- Max Horz 2=436(LC 7) Max Uplift All uplift 100 lb or less at joint(s)11,2,5,6,10 except 3=-152(LC 7),7=-130(LC 7),9=-135(LC 7) Max Gray All reactions 250 lb or less at joint(s)11,5,7,9,6,10 except 2=327(LC 1),3=267(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-384/70,3-4=-299/43,4-5=297/45,5-6=-258/40 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are 3x6 MT20 unless otherwise indicated. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 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)3,5,7,9,6,10. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,2,5,6,10 except (jt=lb)3=152,7=130,9=135. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,5,7,9,6.10. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/IPI 1. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Truss 'Truss Type Qty ly VP Custom Construction B1402781 HRA2 CORNER RAFTER 1 1 ;Job Reference(optional) Pro-Build Clackamas Truss OR 97015-1129,Cody W.blarke Run:7.430 s Oct 14 13 Print: .430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:18 2014 Page I ID:BtooLOOSOi bDlxzL.rE7zS1YC-AX.zYIGUy5aTHr14iZLjxOY7VgG_NZfn?4N8ajzBzl? -2-1-7 11-2-4 14-3-1 18-6-9 i 22-8-14 30-4-4 36-2-1 2-1-7 11-2-4 3-0-13 4-3-8 4-2-5 7-7-6 5-9-13 ' I, Scale=1:78.0 o 14 8 171 T3 : ^ 5 CC 5.66112 �/ T 3 2 I1� 11-2-4 36-2-1 11-2-4 24-11-13 Plate Offsets(X,Y): 13:0-1-4,0-1-81 LOADING(psf) SPACING 1-0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.55 Vert(LL) 0.22 7-9 >406 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.00 Vert(TL) -0.44 7-9 >203 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 10 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:76 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 0-2-2 except(jt=length)2=0-7-4,10=Mechanical,9=0-5-8,6=0-1-8. (Ib)- Max Horz 2=414(LC 7) Max Uplift All uplift 100 lb or less at joint(s)2,10,4,6 except 3=-160(LC 7),7=-136(LC 7),9=-157(LC 7) Max Gray All reactions 250 lb or less at joint(s)10,4,7,6 except 2=316(LC 1),3=278(LC 1),9=269(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-363/74,3-4=-276/42 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are 3x6 MT20 unless otherwise indicated. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 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)3,4,7,6. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,10,4,6 except (jt=lb)3=160,7=136,9=157. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,7,9,6. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss frussType Qty Ply VP Custom Construction 81402781, HRC CORNER RAFTER 2 1 Job Reference(optional) 1 Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print: .430 s Oct 14 2013 M iTek Industries,Inc. Wed May 28 10:09:18 2014 Page 1 ID:BtooLOOSOiSgbDIxzL?rE7zS1 YC-AX?zYIGUy5aTHr14iZLjxOY9sgG_NZfn?4N8ajzBzl? -2-1-7 11-2-4 14-3-1 15-3-12 2-1-7 11-2-4 3-0-13 +1- 0-11 5 Scale=1:36.3 1 3x6 3x6, /i 5.66 12 0 3x6 3x6 3x6CD 3x8 N.- 2 1 11-2-4 11-2-4 Plate Offsets(X,Y) .0-1-4,0-1-81 LOADING(psf) SPACING 1-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.40 Vert(LL) 0.21 2-3 >638 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.00 Vert(TL) -0.44 2-3 >309 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:44 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=316/0-7-4 (min.0-1-8),3=269/0-2-2 (min.0-1-8),4=113/0-2-2 (min.0-1-8) Max Horz 2=198(LC 7) Max Uplift2=-115(LC 7),3=-152(LC 7),4=-80(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights);cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Bearing at joint(s)2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)2=115, 3=152. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Truss Truss Type Qty Ply VP Custom Construction B1402781 HRD CORNER RAFTER 2 1 Job Reference(optional)__ Pro-Bu0d Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 2810:09:18 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-AX?zYIGUy5aTHr14iZLjxOYAUgG_NZfn?4N8ajzBzl? -2-1-711-2-4 12-3-0 2-1-7 11-2-4 1-0-12 Scale=1:23.2 3x4 3 4 3x4; i 2.8312 3x4 rZ Io 3x4; 1r E • A • _ r , 3x4— T1 �� r 3x6\\ A r 2 . r O 11-2-4 11-2-4 I Plate Offsets(X,Y): [2:0-2-7,Edge] LOADING(psf) SPACING 1-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.36 Vert(LL) -0.16 2-3 >826 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.00 Vert(TL) -0.35 2-3 >376 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:36 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=322/0-4-9 (min.0-1-14),3=253/0-2-2 (min.0-1-8) Max Horz 2=83(LC 7) Max Uplift2=-161(LC 7),3=-131(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights);cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=161, 3=131. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss TrussTypePly VP Custom Construction IB1402781 , IHRE CORNER RAFTER 2 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 13 Print: .430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:18 2014 P 1 ID:BtooLoOSOiSgbDIxzL?rE7zS1 YC-AX?zYIGUy5aTHr14IZLjxOYASgG_NZfn?4N8aj�zl? -2-1-7 11-2-4 13-7-15 2-1-7 11-2-4 2-5-11 4. Scale=1:33.0 3x6 3 n 3x6, to foro.D. 3x6 i 5.66',12 3x6:" ofoo a 3x6 1 nt ci to 3x6 101 3x6 1 2 1 ►M 11-2-4 11-2-4 Plate Offsets(X,Y): (3:0-1-4,0-1-81 LOADING(psf) SPACING 1-0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.36 Vert(LL) 0.18 2-3 >765 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.00 Vert(TL) -0.39 2-3 >349 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:41 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=306/0-7-4 (min.0-1-8),3=325/0-2-2 (min.0-1-8) Max Horz 2=186(LC 7) Max Uplift2=-112(LC 7),3=-216(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights);cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=112, 3=216. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard -y 4 Job 1 russ Truss 1 ype Qty Ply VP Custom Construction 81402781 HRF CORNER RAFTER 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 d13 Print: .430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:18 2014 Page 1 ID:BtooLOOSOISgbDIxzL?rE7zS1 YC-AX?zYIGUy5aTHri 4iZLjxOY9sgG_NZIn?4N8ajzBzl? -2-1-7 11-2.414-3-1 16-8-7 2-1-7 i 11-2-4 3-0-13 — 2-5-6 0 5.66 12 W lli Scale=1:39.0 0 i; 3x4; 5x6 4 3x6 3 iy 3x6% 10, kv o n m r, o 3x6 3x6 3x6 3x6 2i i i. 1 1► 11-2-4 16-8-7 I1 11-2-4 5-6-3 Plate Offsets(X,Y): [3:10-6-8,0-0-7] LOADING(psf) SPACING 1-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.40 Vert(LL) 0.21 2-4 >662 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.00 Vert(TL) -0.44 2-4 >310 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.02 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:46 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing_ REACTIONS All bearings 0-2-2 except(jt=length)6=Mechanical,2=0-7-11. (lb)- Max Horz 2=207(LC 7) Max Uplift All uplift 100 lb or less at joint(s)6,5 except 2=-110(LC 7),4=-160(LC 7) Max Gray All reactions 250 lb or less at joint(s)6,5 except 2=316(LC 1),4=278(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,5 except(jt=lb) 2=110,4=160. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss type Qty Ply VP Custom Construction 01402781 HRG Corner Rafter 2 1 Pro-Build Clackamas Truss,Clac mas,OR 97015-1129,CodyW.Clarke Run:7 I Bto 00 Job Reference 0(optional ka 2013 Print: .430 s Oct 14 2013 MiTek Industries,Inc.Wed May 28 10:09:19 2014 Page 1 SOiSgbDlxzL?rE7zS1 YC-fjZLmdH6iPiKv?bGGGsyUb4KOEcD6OvwEk6h69zBzl_ -2-1-7 8-4-5 8-773 11-2-4 2-1-7 8-4-5 0-2-14 2-7-1 Scale:3/8"=1' f o , A Special 3x6 SPS 3x6 3 5.66 ;1SOW& r 3x6A ' e V [7 3x6 M SPecial I 3x6% Special 3x6 2 1 ►� 8-4-5 8-4-5 Plate Offsets(X,V):13:0-1-4,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.44 Vert(LL) 0.15 2-4 >687 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.00 Vert(TL) -0.27 2-4 >379 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:33 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing j be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 5=105/Mechanical,2=509/0-7-4 (min.0-1-15),4=546/0-2-2 (min.0-1-8) Max Horz 2=298(LC 7) Max Uplift5=-61(LC 7),2=-217(LC 7),4=-395(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)2=217, 4=395. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIiTPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)--1anger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)25 lb down and 26 lb up at 2-9-8, 21 lb down and 46 lb up at 2-9-8,38 lb down and 100 lb up at 5-7-7,and 25 lb down and 93 lb up at 5-7-7,and 99 lb down and 161 lb up at 8-5-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. 12)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)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-80 Concentrated Loads(lb) Vert:3=-99(B)6=62(F=46,B=16)7=-63(F=-38,B=-25) Job Truss Truss type I Pry vP custom Construction B1402781 HRK Corner Rafter i 2 I 1 ; j 1 Job Reference(optional) I Pro-Build Clackamas Truss,Ctackamas,OR 97015-1129.Cody W.barke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:19 2014 Page 1 lD:BtooL0OS0iSgbDlxzL?rE7zSi YC-fjjZLmdH6iPiKv?bGGGsyUb4L9EcD60vwEk6h69zBzl_ -2-1-7 8-4-5 _&7______:k:)-3-5- I 2-f-7 845 0 4 182 Scale=1:30.2 Special 5 3x6I 3 /� 3x6 — Speciali Special rPil 5.66 12 3x6 a 3x6 N Special ISO 1 am? - rE 3x6 Special # 1 2 r 1 �� 0-8-3 8-4-5I 8-4-3 Plate Offsets(X,Y): t3:0-1-4,0-1-81 _ LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.36 Vert(LL) 0.13 2-4 >789 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.00 Vert(TL) -0.22 2-4 >460 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009TrPI2007 (Matrix) Weight:32 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing , be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=467/0-6-15 (min.0-1-8),4=591/0-2-2 (min.0-1-8) Max Horz 2=294(LC 7) Max Uplift2=-209(LC 7),4=-472(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=42psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=209, 4=472. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. 8)This truss is designed in accordance with the 2009 International Residential Code sections 8502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)24 lb down and 60 lb up at 2-9-8, 21 lb down and 46 lb up at 2-9-8,38 lb down and 100 lb up at 5-7-7,and 31 lb down and 97 lb up at 5-7-7,and 103 lb down and 163 lb up at 8-5-6 on top chord. The design/selection of such connection device(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)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-80 Concentrated Loads(ib) Vert:3=-103(B)6=106(F=46,B=60)7=-69(F=-38,B=-31) Joh truss I russ Type Ply VP Custom Construction B1402781 JA01 JACK-OPEN GIRDER 2 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.43 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:20 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1YC-7v6jzzHkTjgBX9ASq OB1pdZjdrSrT93TOsFdczBzkz -1-6-0 1-10-15 4-11-2 8-0_0_ 1-6-0 1-10-15 3-0-3 3-0-14 Scale=1:17.4 8.00 5i r / 2 004 N / ►, LUS24 LUS24 LUS24 1 / 3x6 1-10-3 1-19-15 8-0-0 1-10-3 0-0-12 6-1-1 Plate Offsets(X,Y): 12:0-2-1,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.18 Vert(LL) 0.16 4-7 >581 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.45 Vert(TL) -0.26 4-7 >370 180 BCLL 0.0 * Rep Stress Ina NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:17 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=134/Mechanical,2=296/0-5-8 (min.0-1-8),4=143/Mechanical Max Horz 2=118(LC 7) Max Uplift3=-70(LC 7),2=-120(LC 7),4=-88(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-481/251 BOT CHORD 2-8=-286/581 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb) 2=120. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 9)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 6-0-12 to connect truss(es)SA01 (1 ply 2x4 DF),SA02A(1 ply 2x4 DF),SA03A(1 ply 2x4 DF)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 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)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-80,4-5=-20 Concentrated Loads(Ib) Vert:8=1(B)9=-32(B)10=-115(B) TrussJA02 truss Type Jack-Open (]ly Ply 1 1 VP Custom Construction B1402781 1 8 0 3-10-15 Ip;gt Job Reference MtionaI) Pro-Build niss,Clackamas,OR 970151129, W.Clarke Run:7.43 s i 1-6-0 3-10-15 ooLOOSOiSOct 14 2013 Print:7.430 s Octct 1474 220133 MiTek Industries,Inc Wed MaY2810:09:20 2014 Page 1 gbDIxzL?rE7zS1YC-7v6jzzHkTjgBX9ASq OB1pdZwdrurT93TOsFdczBzkz 8-0-0 4-1-1 Scale=1:19.4 I 8.00 PT ri T1 2 d / / B1 to 1 , 7,77 / 3,4= i i 3-10-3 3-10715 8-0-0 3-10-3 0-0-12 41-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.17 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.49 2-4 >187 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:20 lb FT=10% LUMBER - — __ — — ---- BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer L Installation guide. 1 REACTIONS (lb/size) 3=112/Mechanical,2=393/0-5-8 (min.0-1-8),4=77/Mechanical Max Horz 2=177(LC 8) Max Uplift3=-78(LC 8),2=-101(LC 8) Max Grav3=112(LC 1),2=393(LC 1),4=154(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=101. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. - LOAD CASE(S) Standard Tb TNSS Truss Type Qty Ply 'VP Custom Construction i B1402781, JA02A Jack-Open 1 11 l) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129, W.Clarke Run:7.436 s Oct 14 Job Reference 14 20 3 MiTek I { M 013 Print:7.430 s Oct 14 20 3 iTek Industries,Inc. Wed May 2810:09:21 2014 Page 1 SOiSgbDlxzL?rE7zS1 YC-b6g5AJINE0y2911INhvQZOAj71 CbawPDh2boA2zBzky -1-6-0 2-5-8 3-10-3 3-10-15 8-0-0 ' 1-6-0 I 2-5-8 1-4-11 0-0112 4-1-1 ' Scale=1:19.4 j! 8.00 l ,., �j G N / / / T119 to `' j 111-1182 2 i/ :1 0 r'.- 1 , 3x6 z d ci ...111h..I 1 z7 4.0012 (/ 3x6 2-5-8 3-10-3_ 3-1 15 8-0-0 2-5-8 1-4-11 0- 12 4-1-1 Plate Offsets(X,Y): [2:0-0-14,Edge1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid I PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.21 Vert(LL) -0.10 4-5 >894 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.33 Vert(TL) -0.31 4-5 >296 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.07 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:21 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=136/Mechanical,2=380/0-5-8 (min.0-1-8),4=66/Mechanical Max Horz 2=176(LC 8) Max Uplift3=-67(LC 8),2=-106(LC 8) Max Grav3=136(LC 1),2=380(LC 1),4=130(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=106. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply VP Custom Construction 81402781 JA03 Jack-Open 1 1 , _ Job Reference(optional) Page 28 10:09:21 2014 Pro Build Clademas Truss,C{ ,OR 970151129,Cody W.ClarkeRun.7.430 D BtooLOOSOiSgbD1 zL rE7zzS1 YC-b6g5AJINE0y29114 2013 Print:7.430 s Oct 14 2013 MiTek 1fNhv0 OAgInc. Wed c1 A7awPDh2boA2zBzky -1-6-0 5-10-15 8-0-0 I 1-6-0 I 5-10-15 2-1-1 Scale=1:25.9 / 8.00 rff N v . 7--- Da . o^ T17 // r� 2 / dl Fl B1 Id di 1 / % r 7 3x4= 5-10-3 5-1Q-15 8-0-0 5-10-3 0-0'12 2-1-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.43 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.49 2-4 >187 180 BCLL 0.0 * Rep Stress Incr. YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC20091TP12007 (Matrix) Weight:24 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation wide. i REACTIONS (lb/size) 3=204/Mechanical,2=461/0-5-8 (min.0-1-8),4=77/Mechanical Max Horz 2=237(LC 8) Max Uplift3=-146(LC 8),2=-107(LC 8) Max Gray 3=204(LC 1),2=461(LC 1),4=154(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=146, 2=107. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TP[1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 7bb Truss Truss Type Qty Ply VP Custom Construction B1402781 i ' JA03A Jack-Open 1 ' 1 Job Reference_optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W. larke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:21 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 VC-b6g5AJINE0y2911fNhvQZOAgl1 CxawPDh2boA2zBzky -1-6-0 2-5-8 5-10-3 5-1p-15 8-0-0 1-6-0 2-5-8 3-4-11 012 2-1-1 Scale=1:25.9 /> /77 8.00 12 c. / a 7 7,7 T1/ 2 iT/ 1ll 5 B2 A TT — o 56) i % ' 3x6= o 1 /// 1777 3x6 4.00 12 I 2-5-8 5-10-3 5-19-15 8-0-0 II 2-5-8 — 3-4-11 0-0-12 2-1-1 Plate Offsets(X,Y): [2:0-0-14,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.42 Vert(LL) -0.11 4-5 >816 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.37 Vert(TL) -0.39 4-5 >240 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.10 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:24 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. r MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=201/Mechanical,2=462/0-5-8 (min.0-1-8),4=79/Mechanical Max Horz 2=236(LC 8) Max Uplift3=-129(LC 8),2=-110(LC 8) Max Grav3=201(LC 1),2=462(LC 1),4=138(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/7P11 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)3=129, 2=110. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job ,Truss I Truss Type Oty Ply VP Custom Construction (',81402781 IJA04 'JACK-OPEN 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.blarke Run:7.430 s Oct 14 N013 Print:,.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:22 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-31ETOfJ??K5umSKrxPQf6Eio6RXOJNfMwiLLiUzBzkx -1-6-0 7-10-15 8-9-0 1-6-0 7-10-15 0-1'-1 Scale=1:32.5 8.00[12 a Cr • T1 2 B1 411 0 0 1 3x8 7-10-15 8-0-0 7-10-15 0-`11-1 Plate Offsets(X,Y): [2:0-2-1,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.64 Vert(LL) -0.08 4-7 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.42 Vert(TL) -0.29 4-7 >331 180 BCLL 0.0 * Rep Stress Incr. YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:27 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer II Installation guide. REACTIONS (lb/size) 3=238/Mechanical,2=597/0-5-8 (min.0-1-8),4=72/Mechanical Max Horz 2=298(LC 8) Max Uplift3=-165(LC 8),2=-136(LC 8) Max Grav3=238(LC 1),2=597(LC 1),4=125(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-1369/339 BOT CHORD 2-4=-1110/2531 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=165, 2=136. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty !Ply VP Custom Construction B1402781 JA04A Jack-Open 1 1 Job Reference(optional" Pro-Build Clackamas Trues,Cladkamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:22 2014 Page 1 ID:BtooLOOS0iSgbDlxzL?rE7zS1YC 31ETOfJ??K5umSKrxPQf6EigbRT6JKEMwiLLiUzBzkx -1-6-0 2-5-8 7-10-15 8-q-o 1-6-0 2-5-8 -F 5-5-7 0-1-1 Scale=1:32.5 I A 7 8.00112 / n / 3x4% Z a uI - ^ 1 4 3 M i i : B2 I% 2 • d i 1 7 I� 4x4= 6 d 7� 2x4 1 j ►� 3x4, 4.00 12 2-5-8I 4-0-0 I 7-10-15 8 2-5-8 1-6-8 3-10-15 0-9'-1 Plate Offsets(X,V): [3:0-1-12,0-1-8],[7:0-2-0,0-2-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.48 Vert(LL) 0.19 5-6 >484 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.69 Vert(TL) -0.49 5-6 >190 180 BCLL 0.0 * Rep Stress Incr YES WB 0.22 Horz(TL) 0.10 5 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:30 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=216/Mechanical,2=537/0-5-8 (min.0-1-8),5=149/Mechanical Max Horz 2=296(LC 8) Max Uplift4=-139(LC 8),2=-117(LC 8),5=-24(LC 8) Max Grav4=216(LC 1),2=537(LC 1),5=163(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-712/109,3-8=-613/120 BOT CHORD 2-7=-295/515,6-7=-251/419 WEBS 3-7=-200/496,3-6=-545/326 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 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 capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)4=139, 2=117. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 'Job Truss Truss type uty .y VP Custom Construction B1402781 JA05 ,JACK-OPEN 1 1 Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,CodyW. ob Reference(optional) L �larke Run:7.430 s OctOd 142013 Print: .430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:22 2014 Page 1 ID:BtooLOOSOiSgbDIxzL?rE7zS1 YC-31ETOfJ??K5umSKrxPOf6EinSRX6JNfMwiLLiUzBzkx -1-6-0 8-0-0 9-10-15 1-6-0 8-0-0 1-10-15 Scale=1:39.0 1 ) 8.00112 �y N r a T1 ° `° 2 Bi 41 1 1� 3x8 8-0-0 8-0-0 Plate Offsets(X,Y): [2:0-2-1,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.68 Vert(LL) -0.08 5-8 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.29 5-8 >328 180 BCLL 0.0 * Rep Stress'nor YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) 1 Weight:30 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz2=358(LC 8) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-103(LC 8),3=-220(LC 8) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=607(LC 1),3=315(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-1432/369 BOT CHORD 2-5=-1232/2659 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 5-7-4,Exterior(2)5-7-4 to 9-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)2=103, 3=220. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 'Job Truss Truss Type Oty -Ply VP Custom Construction 81402781 JA05A Jack-Open 1 1 Job Reference(optional) , Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:23 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-XUosb?KdmeDlOcv1 V6xueRF?wrom2nIW9M4vEwzBzkw -1-6-0 2-5-8 8-0-0 9-10-15 1-6-0 2-5-8 5-6-8 1-10-15 Scale=1:39.0 t O 8.00`12 N r\ . C7 Q ,/ D CD i ° 3x4. 3 NK I N. 2,,.,7' /, ./Z11-3 . c v / 8 ho O 1 MI 4x4,----- 7 2x4 / 3x4 4.0012 2-5-8 4-0-0 8-0-0 8-0-129-10-15 2-5-8 1-6-8 4-0-0 0-0-12 1-10-3 Plate Offsets(X,Y): 13:0-1-12,0-1-81.18:0-2-0,0-2-41 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.51 Vert(LL) 0.21 6-7 >448 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.73 Vert(TL) -0.51 6-7 >182 180 BCLL 0.0 * Rep Stress lncr YES WB 0.23 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:34 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except(jt=length)2=0-5-8,4=0-1-8. (Ib)- Max Horz 2=356(LC 8) Max Uplift All uplift 100 lb or less at joint(s)5,2,6 except 4=-195(LC 8) Max Gray All reactions 250 lb or less at joint(s)5,6 except 2=543(LC 1),4=293(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-744/64,3-9=-650/75 BOT CHORD 2-8=-323/546,7-8=-274/445 WEBS 3-8=-223/522,3-7=-578/356 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 5-7-4,Exterior(2)5-7-4 to 9-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 considers parallel to grain value using ANSITTP1 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)4. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2,6 except(jt=lb) 4=195. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard [Job Truss Truss Type (qty [Ply IVP Custom Construction 61402781 JA06 JACK-OPEN 1 1 LJob Reference(optional) Pro-Build Clackamas Truss,Clac mas,OR 97015-1129,Cody W.blarke Run:7.43)s Oct 14 013 Print: .430 s Oct 14 2013 MiTek Industries,Inc. Wed May 2810:09:23 2014 Page I I D:BtooLOOSOiSgbDlxzL?rE7zSl YC-XUosb?KdmeDlOcvl V6xueRFycrtL2qu W9M4vEwzBzkw -1-6-0 , 8-0-0 11-10-15 ' 1-6-0 ' 8-0-0 3-10-15 Scale=1:45.5 ) Io 8.00 12 N n C O n ao 131 1 4r, 3x8 z" 8-0-0 8-0-0 Plate Offsets(X,Y): [2:0-2-1,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.68 Vert(LL) -0.08 6-9 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.29 6-9 >328 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix-M) Weight:34 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. (Ib)- Max Horz2=418(LC 8) Max Uplift All uplift 100 lb or less at joint(s)5,2 except 3=-226(LC 8),4=-107(LC 8) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=607(LC 1),3=324(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-1432/354 BOT CHORD 2-6=-1267/2659 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 7-7-4,Exterior(2)7-7-4 to 11-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2 except(jt=lb) 3=226,4=107. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job (ruse Truss Type Qty Ply VP Custom Consauction 81402781, JAO6A Jack-Open 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.blarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:23 2014 Page 1 ID:BtooLOOSOiSgbDIxzL?rE7zS1 YC-XUosb?KdmeDlOcvt V6xueRF?wrom2nlW9M4vEwzBzkw 1-6-0 2-5-8 8-0-0 10-1-8 11-10-15 II I 1-6-0 2-5-8 5-6-8 2-1-8 1-9-7 Scale=1:45.8 lb 0 8.00 12 X1 cv r I, n F c a R 3x4-i 3 2 IIIIIL , 9r. 9I 9 a 11 4x4- 8 3x4% 2x4 4.00 12 2-5-8I 4-0-0 i 8-0-0 8-Cb-1211-10-15 { 2-5-8 1-6-8 4-0-0 0412 _ 3-10-3 Plate Offsets(X Y) [3:0-1-12,0-1-8],[9:0-2-0,0-2-4] - LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.51 Vert(LL) 0.21 7-8 >439 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.73 Vert(TL) -0.51 7-8 >182 180 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:37 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G i — -- MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except(jt=length)2=0-5-8,4=0-1-8,5=0-1-8. (Ib)- Max Horz 2=416(LC 8) Max Uplift All uplift 100 lb or less at joint(s)6,2,7 except 4=-201(LC 8),5=-107(LC 8) Max Gray All reactions 250 lb or less at joint(s)6,7,5 except 2=543(LC 1),4=302(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-744/0,3-10=-650/10 BOT CHORD 2-9=-331/546,8-9=-281/445 WEBS 3-9=-230/522,3-8=-578/366 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 7-7-4,Exterior(2)7-7-4 to 11-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 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)4,5. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2,7 except(jt=lb) 4=201,5=107. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job (Truss 'Truss Type Oty Ply VP Custom Construction :61402781 JA07 JACK-OPEN �1 1 ' ` ` Job Reference foptional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:24 2014 Page 1 ID:BtooLOOSOiSgbD IxzL?rE7zS1 YC-?hMEpLKFXxLcOmUE3pS7Bfo7yFDanH8fNOgSmNzBzkv -1-6_0 8-0-0 13-10-15 1 1-6-0 r 8-0-0 5-10-15 Scale=1:53.3 i"? 0 8.00;12 r N N N. n O` T1 o ° v% i 2 R1 3x8 8-0-0 8-0-0 Plate Offsets(X,Y): [2:0-2-1,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.68 Vert(LL) -0.08 6-9 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.29 6-9 >328 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:37 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins. BOT CHORD 2x4 DF No.i&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. (Ib)- Max Horz 2=478(LC 8) Max Uplift All uplift 100 lb or less at joint(s)2 except 5=-107(LC 8),3=-226(LC 8),4=-164(LC 8) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=607(LC 1),3=324(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10=-1432/340,3-10=-317/101 BOT CHORD 2-6=-1302/2659 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-7-4,Exterior(2)9-7-4 to 13-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=1b)5=107, 3=226,4=164. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Truss trussType Ply VP Custom Construction 81402781 JA07A Jack-Open1 1 Job ReferenceJoptionaq Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.43 s Oct 14 013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:24 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-?hMEpLKFXxLcOmUE3pS7BfoAgF8?nEYfNOgSmNzBzkv -1-6-0, 2-5-8 8-0-0 10-1-8 13-10-15 1-6-0 ' 25-8 5-6-8 2-1-8 3-9-7 Scale=1:53.4 r,- ;i 8.00{12 N N j n N a) 3x4 3 11';P n Wi t12 .' 1 10 ci 1 s 9..600006,...; 8 -' 4x4 /3x4 2x4 4.00 12 2-5-8 4-0-08-0-0 8-0-12 13-10-15 2-5-8 1-6-8� 4-0-0 0-0 12 5-10-3 Plate Offsets(X,Y): 13:0-1-12,0-1-8],[9:0-2-0,0-2-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.51 Vert(LL) 0.21 7-8 >431 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.73 Vert(TL) -0.51 7-8 >182 180 BCLL 0.0 * Rep Stress[nor YES WB 0.23 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:40 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std Gr. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide._ J REACTIONS All bearings Mechanical except(jt=length)2=0-5-8,4=0-1-8,5=0-1-8. (lb)- Max Horz 2=476(LC 8) Max Uplift All uplift 100 lb or less at joint(s)7 except 6=-107(LC 8),4=-202(LC 8),5=-164(LC 8) Max Gray All reactions 250 lb or less at joint(s)6,7,5 except 2=543(LC 1),4=302(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-744/0,3-10=-650/0,3-4=-315/99 BOT CHORD 2-9=-340/546,8-9=-288/445 WEBS 3-9=-237/522,3-8=-578/375 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-7-4,Exterior(2)9-7-4 to 13-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 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)4,5. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb)6=107, 4=202,5=164. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4.5. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1 Job Truss Truss Type IOty Ply VP Custom Construction 81402781 JA08 (JACK-OPEN 2 1 '' i Job Reference foptional) Pro-Build Clackamas Truss,Clac amas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:25 2014 Page 1 ID:BtooLOOS0iSgbDlxzL?rE7zS1 YC-TtwcOhLtIFTTdw3QcXzMjsKlieZpWkOocgZ?JpzBzku -1-6-0 8-0-0 15-10-15 1-6-0 8-0-0 7-10-15 Scale=1:60.3 8.00!12 d ' -o T2 3x6 - n \ ''' `f N r kor 0 0 Tt N. 2 if , jib H1 -:� o 1 L I 3x8 8-0-0 8-0-0 Plate Offsets(X,Y): [2:0-2-1,0-1-8) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.68 Vert(LL) -0.08 7-10 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.29 7-10 >328 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 6 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix-M) Weight:40 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 DF No.i&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. j MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,5=0-1-8. (Ib)- Max Horz 2=538(LC 8) Max Uplift All uplift 100 lb or less at joint(s)except 6=-164(LC 8),3=-226(LC 8),5=-220(LC 8) Max Gray All reactions 250 lb or less at joint(s)6,7 except 2=607(LC 1),3=324(LC 1),5=311(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-1432/326,3-11=-389/118,3-4=-252/67 BOT CHORD 2-7=-1338/2659 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 11-7-4,Exterior(2)11-7-4 to 15-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,5. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 164 lb uplift at joint 6,226 lb uplift at joint 3 and 220 lb uplift at joint 5. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,5. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Ply Job Truss Truss Type i Oty �VP Custom Construction !B1402781, :JA09 :JACK-OPEN 11 1 Job Reference f p[jonall Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print: 430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:25 2014 Page 1 ID:BtooL0OS0iSgbDlxzL?rE7zS1 YC-TtwcOhLtIFTTdw3OcXzMjsKGMeZpWkOocgZ?JpzBzku -1-6-0 8-0-0 17-10-15 1-6-0 8-0-0 9-10-15 Scale=1:67.9 8.00112 <r 3x6 T2 5 ' n � N o: C o c) C: ri T N 2 TT 2 3x8-. 8-0-0 8-0-0 Plate Offsets(X,Y): 12:0-2-1,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.83 Vert(LL) -0.08 8-11 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.29 8-11 >328 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(TL) -0.01 7 n/a n/a BCDL 10.0 Code IRC20091TPI2007 (Matrix-M) Weight:43 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS All bearings 0-1-8 except(jt=length)7=Mechanical,2=0-5-8,8=Mechanical. (Ib)- Max Horz 2=598(LC 8) Max Uplift All uplift 100 lb or less at joint(s)7 except 3=-226(LC 8),4=-226(LC 8),6=-220(LC 8) Max Gray All reactions 250 lb or less at joint(s)7,8 except 2=607(LC 1),3=324(LC 1),4=320(LC 1),6=311(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-1432/311,3-12=-461/137,3-4=-321/90 BOT CHORD 2-8=-1373/2659 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 13-7-4,Exterior(2)13-7-4 to 17-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,6. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(1t=lb)3=226, 4=226,6=220. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job ITruss Truss TypeQty Ply VP Custom Construction B1402781 JA10 JACK-OPEN 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Cla mas,OR 97015-1129,Cody W.blarke Run:7.430 s Oct 14 013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:25 2014 Page� I ID:BtooLOOSOISgbDlxzL?rE7zS1 YC-TtwcOhLtIFTTdw3QcXzMjsKJvebjWiMocgZ?Jpzezku -1-6-0 4-0-0 8-0-0 19-10-15 1-6-0 4-0-0 4-0-0 11-10-15 Scale=1:75.0 8.00112 h 0 12 4x6 N q 2x4 < 3 Ti 2 Wi 109 2x4 3x8-- 5-2-12 8-0-0 ' 5-2-12 2-9-4 Plate Offsets(X,Y): (2:0 5 7,0 1 8),[6:0-3-0,Edgpl LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.60 Vert(LL) -0.07 10-13 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.31 Vert(TL) -0.22 10-13 >426 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.13 Horz(TL) -0.01 8 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:53 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-1-8 except(jt=length)8=Mechanical,2=0-5-8,10=Mechanical. (Ib)- Max Horz 2=658(LC 8) Max Uplift All uplift 100 lb or less at joint(s)10 except 8=-107(LC 8),4=-153(LC 8),5=-226(LC 8),7=-277(LC 8) Max Gray All reactions 250 lb or less at joint(s)8,4 except 2=540(LC 1),10=252(LC 1),5=320(LC 1),7=391(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-704/62,3-14=-411/73,3-4=-498/137,4-5=-393/110,5-6=-260/60 BOT CHORD 2-10=-190/935 WEBS 3-10=-344/227 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 15-7-4,Exterior(2)15-7-4 to 19-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,7. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) 8=107,4=153,5=226,7=277. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5,7. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard rJ b Truss Truss Type 41VP Custom Constriction 81402781 JA11 MONO TRUSS 1 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc-Wed May 28 10:09:26 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-x3U_El MV3ZbKF4ecAEUbG4tRd2ssFAbyrKJZrFzBzkt '1-6-Q 8-0-0 I- 5-2-12 14-0-14 20-0-12 20-1Q-7 { Il$ 5-2-12 2-9-4 6-0-14 5-11-14 &9- 1 8.00 12 Scale=1:87.8 o 3x6i / i 6 7,4 N h n O 0 a 2x4 11 /j a -4 M 3x4-2 1 3 W i\ c'-8 .1 1 2 _ammows 1 - A 1 0 11 109 3x6= 2x4 II 4x4 HUS26 5-2-12 8-0-0 20-10-7 I 5-2-12 i 2-9-4 I 12-10-7 Plate Offsets(X,Y): [2:0-8-4,0-1-15],[3:0-1-12,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.73 Vert(LL) -0.01 10-11 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.58 Vert(TL) -0.02 10-11 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.07 Horz(TL) -0.01 8 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:71 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-5-8 except(jt=length)8=Mechanical,10=Mechanical,7=0-1-8. (Ib)- Max Horz 2=687(LC 7) Max Uplift All uplift 100 lb or less at joint(s)8 except 10=-591(LC 7),11=-221(LC 5),5=-316(LC 7),7=-197(LC 7) Max Gray All reactions 250 lb or less at joint(s)8 except 2=342(LC 1),10=903(LC 1),11=1419(LC 1),5=447(LC 1), 7=279(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-594/160,3-4=-554/159,4-5=-358/102,4-10=-469/331 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) 10=591,11=221,5=316,7=197. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,7. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 6-0-12 from the left end to connect truss(es)B01 (1 ply 2x4 DF)to front face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. 14)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)Dead+Roof Live(balanced):Lumber Increase=1.15.Plate Increase=1.15 Uniform Loads(plf) Vert:2-9=-20,1-4=-80,4-8=-80 Continued on page 2 Jodi Truss Truss Type Qty Ply VP Custom Construction - B1402781 JA11 MONO TRUSS 1 1 Pro-Build Clackamas Truss,Clackamas,OR 97015-1129, W.Clarke Job Reference(optional_ Cody Run:7.430 s Oct 14 2013 Print:7.430 s Oct 142013 MiTek Industries,Inc.Wed May 28 10:09:26 2014 Page 2 ID:BtooL0OSOiSgbDlxzL?rE7zS1YC x3U_E1MV3ZbKF4ecAEUbG4tRd2ssFAbyrKJZrFzBzkt LOAD CASE(S) Standard Concentrated Loads(Ib) Veit:14=-1477(F) Job 1TYLISS Truss Type Qty 1Ply 'VP Custom Construction I81402781, ,JA13 Jack-Open 1 1 Job Reference(qPtional) Pro-Build Clackamas Truss,Clac�amas,OR 97015-1129,Cody W.I2larke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed Ma_y 28 10:09:26 2014 Page 1 ID:BtooL0OS0iSgbDlxzL?rE7zS1 YC-x3U_E1 MV3ZbKF4ecAEUbG4tTf2xiF9hyrKJZrFzBzkt -1-6-0 6-0-0 8-1-8 14-1-8 115-10-15 '1-6-0 6.0-0 2-1-8 6-0-0 1-9-7 Scale=1:65.7 U) 8.00112 f i� 0 T2 3x6- cs 4 J; n o c; c: N r r 3704% j 2 7. 1 ch i --,A- 10 9 2x4I 2x4 6-0-12 4-0-0 6-0-0 4-0-0 2II -0-0 0-0-12 Plate Offsets(X,Y): f2:0-1-12,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.60 Vert(LL) 0.14 9-10 >512 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.27 Vert(TL) -0.16 9-10 >442 180 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(TL) -0.06 7 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:45 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 8-3-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer ! Installation guide- REACTIONS All bearings 0-1-8 except(jt=length)10=0-5-8,7=Mechanical,8=Mechanical. (Ib)- Max Horz 10=540(LC 8) Max Uplift All uplift 100 lb or less at joint(s)7 except 8=-103(LC 8),3=-205(LC 8),5=-226(LC 8),6=-220(LC 8) Max Gray All reactions 250 lb or less at joint(s)7,8 except 10=445(LC 1),3=298(LC 1),5=320(LC 1),6=311(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10=-387/33,2-11=-466/116,3-11=-450/134,3-4=-331/86,4-5=-324/90 BOT CHORD 9-10=-558/135 WEBS 2-9=-145/598 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 11-7-4,Exterior(2)11-7-4 to 15-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1-60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20-0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,5,6. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb)8=103, -3=205,5=226,6=220. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,5,6. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502-11.1 and R802-10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 16 7 Job ll russ I russ I ype IQ[y Ply VP Custom Construction 81402781 1JA14 Jack-Open 1 1 Job Reference(optional) Inc. Wed y Page Pro-Build Clackamas Truss,Clac mas,OR 97015-1129,Cody W.Zlarke Run: Bt oLOOSOiSgbDlxzL?rE7zS1a Oct 14 13 Print: .430 s 0YC-OGt 14 i1dMRNN7gsjBtDiTek DpkyOgpHPeRSGQ 10:09:27 2014 1-6-0 6-0-0 8-1-8 14-1-8 17-10-15 F1.6- 0 6-0-0 2-1-8 i 6-0-0 3-9-7 Scale=1:72.8 8.00112 j o // 3x6-- - a 4n N T- l': 0 N n 3x4-i 1 / 9 8 2x4 I I 2x4 6412 40-0 , 6-0-0 L 4-0-0 ' 2-0-0 I 0-0-12 - --. _._. Plate Offsetsj(,Y): [2:0-1-12,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) i/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.60 Vert(LL) 0.15 8-9 >465 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.30 Vert(TL) -0.16 8-9 >442 180 BCLL 0.0 * Rep Stress Incr YES WB 0.21 Horz(TL) -0.07 6 n/a n/a BCDL 10.0 Code IRC20091TP12007 (Matrix) Weight:48 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 7-9-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer , Installation guide. REACTIONS All bearings 0-1-8 except(jt=length)9=0-5-8,6=Mechanical,7=Mechanical. (Ib)- Max Horz 9=600(LC 8) Max Uplift All uplift 100 lb or less at joint(s)except 4=-226(LC 8),6=-107(LC 8),7=-118(LC 8),3=-206(LC 8), 5=-277(LC 8) Max Gray All reactions 250 lb or less at joint(s)6,7 except 9=445(LC 1),4=320(LC 1),3=299(LC 1),5=391(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-387/50,2-10=-535/135,3-10=-520/154,3-4=-400/110,4-11=-269/106 BOT CHORD 8-9=-615/151 WEBS 2-8=-162/659 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 13-7-4,Exterior(2)13-7-4 to 17-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. - 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,3,5. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 226 lb uplift at joint 4,107 lb uplift at joint 6, 118 lb uplift at joint 7,206 lb uplift at joint 3 and 277 lb uplift at joint 5. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,3,5. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job I Truss Truss Type I Oty Ply VP Custom Construction B1402781, JA15 Jack-Open 1 1 ` Job Reference foptionall Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.I 1arke Run:7.430 s Oct 14 2013 Print:1.430 s Oct 14 2013 MiTek Industries,Inc.Wed May 28 10:09:27 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-QG1 MRNN7gsjBtDDpkyOgpHPeOSFv_bK54_26NizBzks -1-6-0 6-0-0 8-1-8 14-1-8 18-1-8 tQ-10-15 1-6-0 6-0-0 2-1-8 6-0-0 4-0-0 1-9-7' Scale=1:81.2 8.00 H2 T2 4x8 :.. 5 cu r- 4 4 1 1 3x4 2W?%' �1 10 2x4 I; 2x4 6-0-12 4-0-0 6-0-0 1, 19-10-1 4-0-0 2-0-0 13-10- 0-0-12 Plate Offsets(X,Y): [2:0-1-12,0-1-81,f5:0-4-0,Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.60 Vert(LL) 0.16 10-11 >425 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.33 Vert(TL) -0.16 10-11 >442 180 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(TL) -0.08 8 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:51 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No-1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-1-8 except(jt=length)11=0-5-8,8=Mechanical,9=Mechanical. (Ib)- Max Horz 11=660(LC 8) Max Uplift All uplift 100 lb or less at joint(s)11,8 except 9=-134(LC 8),3=-205(LC 8),4=-226(LC 8),6=-283(LC 8),7=-164(LC 8) Max Gray All reactions 250 lb or less at joint(s)8,9,7 except 11=445(LC 1),3=298(LC 1),4=320(LC 1), 6=400(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-387/67,2-12=-607/155,3-12=-592/173,3-4=-469/129,4-5=-339/82,5-6=-327/107 BOT CHORD 10-11=-672/168 WEBS 2-10=-180/720 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 15-7-4,Exterior(2)15-7-4 to 19-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,6,7. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,8 except(jt=lb) 9=134,3=205,4=226,6=283,7=164. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6,7. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply VP Custom Construction B1402781 JA16 Jack-Open 1 1 , Job Reference(optional)_ Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:27 2014 Page 1 ID:BtooLUOSOiSgbDlxzL?rE7zS1YC-QG1MRNN7gsjBtDDpkyOgpHPddSFO b054 26NizBzks 06M 6-0-0 81$ I .I 14-1-8 18-1-8 � 21-10-15__ 1-6-0 6-0-0 2-1-8 6-0-0 4-0-0 3-9-7 Scale=1:88.4 uO 8.00 12 0 1 3x6 N 5 O 4, 0. 3x4 :- / m 1 ti 11 10 2x4 I I 2x4 6-0-12 4-0-0 6-0-0 I 4-0-0 12.0.0 I 0-0-12 Plate Offsets(X,Y): 12:0-1-12,0-1-8] LOADING(psf) SPACING 2-0-0 CSI I DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.65 Vert(LL) 0.18 10-11 >392 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.37 Vert(TL) -0.16 10-11 >442 180 BCLL 0.0 * Rep Stress Incr YES WB 0.25 Horz(TL) -0.09 8 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:54 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-11-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-1-8 except(jt=length)11=0-5-8,8=Mechanical,9=Mechanical. (Ib)- Max Horz 11=720(LC 8) Max Uplift All uplift 100 lb or less at joint(s)11 except 8=-107(LC 8),9=-149(LC 8),3=-205(LC 8),4=-226(LC 8), 6=-283(LC 8),7=-220(LC 8) Max Gray All reactions 250 lb or less at joint(s)8,9 except 11=445(LC 1),3=298(LC 1),4=320(LC 1),6=400(LC 1), 7=311(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-437/84,2-12=-679/174,3-12=-664/193,3-4=-538/149,4-5=-407/95,5-6=-396/117 BOT CHORD 10-11=-729/184 WEBS 2-10=-197/782 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.Il;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 17-7-4,Exterior(2)17-7-4 to 21-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,6,7. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except(jt=lb) 8=107,9=149,3=205,4=226,6=283,7=220. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6,7. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job !Truss Truss Type Qty My VP Custom Construction ,,81402781 �IJA17 Jack-Open 1 i 1 I Job Reference Ipgtionap 1 Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.4 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:28 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zSi YC-uSbleiOmbAr2UNo?ItX3LVynusa6j1 zFleogv8z8zkr T1 6-0-08-1-8 1 I 14-1-8 I 18-1-8 23-10-15 '1- 6-0-0 2-1-8 6-0-0 4-0-0 5-9-7 Scale:1/8"=1' 8.00 r12 o /T? . VVB n -- ti -(r,,:;<: N 1= (` 81 Tfi-,j. 3x4 N' 72 1 2W V f.°P M y.__._.1 11 10 2x4 I 2x4 6-0-12 4-0-0 6-0-0 I 4-0-0 1 2-0- 01 0-0-12 Plate Offsets(X,Y): (2:0-1-12,0-1-8].f5:0-4-0,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.75 Vert(LL) 0.19 10-11 >363 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.40 Vert(TL) -0.16 10-11 >442 180 BCLL 0.0 * Rep Stress Incr YES WB 0.27 Horz(TL) -0.10 8 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:59 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-7-7 oc bracing. WEBS 2x4 DF No.1&Btr G`Except" MiTek recommends that Stabilizers and required cross bracing W1:2x4 DF Std G be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 DF Std G ! Installation guide. REACTIONS All bearings 0-1-8 except(It=length)11=0-5-8,8=Mechanical,9=Mechanical. (Ib)- Max Horz 11=780(LC 8) Max Uplift All uplift 100 lb or less at joint(s)11 except 8=-164(LC 8),9=-164(LC 8),3=-205(LC 8),4=-226(LC 8), 6=-283(LC 8),7=-277(LC 8) Max Gray All reactions 250 lb or less at joint(s)8,9 except 11=445(LC 1),3=298(LC 1),4=320(LC 1),6=400(LC 1), 7=391(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-500/102,2-12=-751/194,3-12=-736/213,3-4=-609/169,4-5=-476/124,5-6=-465/137, 6-7=-300/84 BOT CHORD 10-11=-787/200 WEBS 2-10=-215/843 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 19-7-4,Exterior(2)19-7-4 to 23-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,6,7. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except(jt=lb) 8=164,9=164,3=205,4=226,6=283,7=277. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6,7. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/WI 1. 10)"Fix heels only Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Truss Truss Type Qty Ply VP Custom Construction 81402781 JA18 Jack-Open 4 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 13 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:28 2014 Pae 1 ID:BtooL0OSOiSgbDlxzL?rE7zSl YC-uSbleiOmbAr2UNo?IfX3LVysase9j37Fleogv8zBzkr -1-6-0 2-5-0 1-6-0 2-5-0 Scale=1:19.4 3 8.00112 5x6 2 1 1 77 v7 7 r—a N ,1111, 11 1 ( B1 5 1 6 2x44 2x4 2-5-0 2-5-0 Plate Offsets(X,Y): 12:0-2-12,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.45 Vert(LL) 0.00 6 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.14 Vert(TL) -0.00 5-6 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.13 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:15 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing 11 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 6=288/0-5-8 (min.0-1-8),5=71/Mechanical Max Horz 6=225(LC 8) Max Uplift6=-67(LC 8),5=-211(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-255/71 BOT CHORD 5-6=-333/83 WEBS 2-5=-102/407 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb)5=211. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Truss I russ type Uty Hy VP Custom Construction B1402781 1JC01 Jack-Open Girder 2 1 Job Reference f optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 013 Print: .430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:29 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-Me97s200MUzv6XMBrN2IuiV4GGuMSYOOXIXDSazBzkq -1-6-0 1-10-15 4-11-2 8-0-0 1-6-0 1-10-15 + 3-0-2 3-0-14 Scale=1:17.4 8.00112 7 B1 I r- m a 51 N a) 7-7:7 LUS24 LUS24 LUS24 / 3x4= 1-10-3 1-1A-15 8-0-0 1-10-3 0-0-12 6-1-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/dell Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.20 Vert(LL) -0.16 2-4 >570 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.53 Vert(TL) -0.49 2-4 >190 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:17 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=-9/Mechanical,2=353/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=117(LC 7) Max Uplift3=-11(LC 4),2=-i22(LC 7) Max Grav3=19(LC 3),2=353(LC 1),4=152(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown_ NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=122. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 9)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 6-0-12 to connect truss(es)SCO1 (1 ply 2x4 DF),SCO2(1 ply 2x4 DF),SCO3(1 ply 2x4 DF)to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 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)Dead+Roof Live(balanced):Lumber increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-80,2-4=-20 Concentrated Loads(lb) Vert:5=1(F)6=1(F)7=1(F) , Job 'Truss [Truss Type lay Ply VP Custom Construction I .81402781 JCO2 IJack-Open 2 1 '1 LI Job Reference(gptional) Pro-Build Clackamas Truss,Claccamas,OR 97015-1129,Cody W.blarke Run:7.436 s Oct 14 L013 Print:7.430 s Oct 14 2013 Mi Tek Industries,Inc. Wed May 28 10:09:29 2014 Pae 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 VC-Me97s2O0MUzv6XMBrN2luiV5IGv?SYOOXIXDSazBzkq -1-6-0 3-10-15 8-0-0 1-6-0 3-10-15 4-1-1 Scale=1:19.4 I 8.00 12 ,v-7 ..7v n % / / 7- a 7./ i F T1 i / // 2 / 4, 7,7 `r S1 a c ,J ,2 i o 1 �� 3x4= 3-10-3 3-1p-15 8-0-0 3-10-3 0412 4-1-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft LJd PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.17 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.49 2-4 >187 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:20 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=112/Mechanical,2=393/0-5-8 (min.0-1-8),4=77/Mechanical Max Horz 2=177(LC 8) Max Uplift3=-78(LC 8),2=-101(LC 8) Max Grav3=112(LC 1),2=393(LC 1),4=154(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=101. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. - LOAD CASE(S) Standard Job Truss Truss Type Qty Ply I VP Custom Construction i I 81402781, JC03 Jack-Open 2 1 I Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:29 2014 Page 1 ID:BtooLOOSOiSqbDIxzL?rE7zS1YC-Me97s200MUzv6XMBrN2luiV1bGv?SY0OXIXDSazBzkq -1-6-0 5-10-15 8-0-0 1-6-0 5-10-15 2-1-1 Scale=1:25.9 3 j ,- 8.00 171Y a /1/ j 2 // B1 lc* 1 3x4 5-10-3 5-10-15 8-0-0 __ 5-10-3 0-0112 2-1-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.43 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.49 2-4 >187 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:24 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=204/Mechanical,2=461/0-5-8 (min.0-1-8),4=77/Mechanical Max Horz2=237(LC 8) Max Uplift3=-146(LC 8),2=-107(LC 8) Max Grav3=204(LC 1),2=461(LC 1),4=154(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.11;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=146. 2=107. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss -Truss Type Qty Ply VP Custom Construction B1402781 JC04 JACK-OPEN 2 1 Job Reference(optionj_ Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:30 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-grjV3OP07n5mkhxNP4ZXQw195fGGB?dYmyHm_OzBzkp -1-6-0 7-10-15 8-0-0 1-6-0 7-10-15 0-1'-1 Scale=1:32.5 r • 8.00 12 �' N J.: 1 2 04 MI 1 I 3x8 c I--- 7-10-15 �-0 7-10-15 04-1 Plate Offsets(X,Y): J2:0-2-1,0-1-8]_ LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.64 Vert(LL) -0.08 4-7 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.42 Vert(TL) -0.29 4-7 >331 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:27 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=238/Mechanical,2=597/0-5-8 (min.0-1-8),4=72/Mechanical Max Horz 2=298(LC 8) Max Uplift3=-165(LC 8),2=-136(LC 8) Max Gray 3=238(LC 1),2=597(LC 1),4=125(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-1369/339 BOT CHORD 2-4=-1110/2531 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=165, 2=136. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard [Job Truss Truss Type Qty Pry VP Custom Constriction 01402781, JC05 JACK-OPEN 2 1 J Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 142013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 2810:0930 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-grjV3OP07n5mkhxNP4ZXQw18RfGB?dYmyHm_OzBzkp 1-6-0 8-0-0 9-10-15 1-6-0 8-0-0 1-10-15 Scale=1:39.0 9 0 X.1 %i 8.007 N �j N _ n r C7 // 10 � 2 Bi 3x8 8-0-0 Plate Offsets(X,Y): 12:0-2-1,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TOLL 25.0 Plates Increase 1.15 TC 0.68 Vert(LL) -0.08 5-8 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.29 5-8 >328 180 BOLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix-M) Weight:30 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=358(LC 8) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-103(LC 8),3=-220(LC 8) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=607(LC 1),3=315(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-1432/369 BOT CHORD 2-5=-1232/2659 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 5-7-4,Exterior(2)5-7-4 to 9-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)2=103, 3=220. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Oty I Ply VP Custom Construction B1402781 JD01 Jack-Open Girder 2 1 1 Job Reference foptiona9 Pio-Build Clackamas Truss,Clackamas,0R 97015-1129,Cody W. larke Run:7.43 s Oct 14 2 ro- 013 Print: 430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:31 2014 Pagge 1 1D:BtooLOOSOiSgbDlxzL?rE7zS1 YC-11 HtHkQeusDdLtW azo4mz7aRA3acwSth_ct KWTzBzko -1-6-0 1-10-15 4-11-2 8-0-0 1-6-0 I 1-10-15 3-0-2 3-0-14 Scale=1:17.4 4.00112 .n 2 1 c s Igt— 12 . I ' 1 3x4= LUS24 LUS24 LUS24 1-10-3 1-1 -15 8-0-0 —1 1-10-3 0-0-12 61-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.17 Vert(LL) -0.17 2-4 >549 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.54 Vert(TL) -0.51 2-4 >183 180 BCLL 0.0 * Rep Stress lncr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:16 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS (lb/size) 3=5/Mechanical,2=341/0-3-8 (min.0-1-8),4=77/Mechanical Max Horz 2=59(LC 7) Max Uplift3=-8(LC 4),2=-116(LC 7) Max Grav3=12(LC 3),2=341(LC 1),4=155(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=116. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 9)Use Simpson Strong-Tie LUS24(4-10d Girder,2-i Od Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 _ from the left end to 6-0-12 to connect truss(es)SD01 (1 ply 2x4 DF),SD02(1 ply 2x4 DF),SDO3(1 ply 2x4 DF)to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 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)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-80,2-4=-20 Concentrated Loads(Ib) Vert:5=0(F)6=0(F)7=0(F) o Truss Truss type y VP Custom Construction 81402781, JD02 Jack-Open 1 ll Pro Build Clackamas Truss,Clackamas,OR 97015-1129,CodyW. f Job Ref14 20 3 MiTek Industries,Clarke Run:7.434 s Oct 14 2013 Print:7.430 s Octci 14 2013 MiTek Industries,Inc. Wed May 2810:09:31 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-11 HtHkQeu5DdLrWazo4mz7aRW3bHwSth_ct KWTzBzko -1-6-03-10-15 8-0-0 1-6-0 3-10-15 4-1-1 Scale=1:17.4 h r 4.00112 o. I;; T1 2 _A w A ligili B1 6 dt _.A 1 3x4 3-10-3 3-10-15 8-0-0 i 3-10-3 0-0-12 4-1-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.15 Vert(LL) -0.17 2-4 >544 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.50 Vert(TL) -0.52 2-4 >181 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) I Weight:19 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=119/Mechanical,2=387/0-3-8 (min.0-1-8),4=78/Mechanical Max Horz 2=89(LC 8) Max Uplift3=-56(LC 8),2=-121(LC 8) Max Grav3=119(LC 1),2=387(LC 1),4=156(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(1t=lb)2=121. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard JobTruss Truss 1ype Qty Ply 1VP Custom Construction 81402781 JDO3 'Jack-Open 2 1 ` ` Job Reference optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.43)s Oct 14 2013 Print:11.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:31 2014 Page 1 ID:B ooLOOSOiSgbDlxzL?rE7zSl YC-11 HtHkQeu5DdLrWazo4mz7aNs3bHwSth_c1 KWTzBzko -1-6-0 5-10-15 , 8-0-0 1-6-0 5-10-15 2-1-1 Scale=1:17.4 Al -, 4.00 112 cl , a T1 ri 2 u.- .� B, a, ao ��(4 5-10-3 5-1p-15 8-0-0 5-10-3 0-0-12 2-1-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.17 2-4 >544 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.50 Vert(TL) -0.52 2-4 >181 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code 1RC2009/TPI2007 (Matrix) Weight:22 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS (lb/size) 3=209/Mechanical,2=457/0-3-8 (min.0-1-8),4=78/Mechanical Max Horz 2=119(LC 8) Max Uplift3=-106(LC 8),2=-145(LC 8) Max Grav3=209(LC 1),2=457(LC 1),4=156(LC 2) FORCES (Ib) Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=106, 2=145. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply VP Custom Construction B1402781; JDO4 Jack-Open 2 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:32 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-mDrFU4RGIPLUz?5mXVb?WL7b0TxXfulgDGmt2vzBzkn -1-6-0 5-6-6 7-10-15 8-0-0 1-6-0 5-B-6 2-4-9 0-1-1 Scale=1:17.4 2x4 J / 4.00 12 3 a. \\ T1 NN W1 01�$ 2 61 la 1 / 6 2x4- 5,0 7-10-15 61-x0 7-10-15 0-1-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.16 2-6 >569 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.50 Vert(TL) -0.49 2-6 >190 180 BCLL 0.0 * Rep Stress'nor YES WB 0.09 Horz(TL) 0-00 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:29 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=34/Mechanical,2=530/0-3-8 (min.0-1-8),6=341/Mechanical Max Horz 2=149(LC 8) Max Uplift4=-20(LC 8),2=-174(LC 8),6=-83(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-437/124,7-8=-371/131,3-8=-346/137 BOT CHORD 2-6=-223/351 WEBS 3-6=-437/278 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,6 except(jt=lb) 2=174. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job r truss Truss Type — u YP Ply VP Custom Construction B1402781 D05 Jack-Open 2 1 , LJob Reference!optional) Pro-Build Clackamas Truss,Clac mas,OR 97015-1129,Cody W.Clarke Run:7. 0 s Oct 14 013 Print:7.430 s Oct 14 2013 tviTek Industries,Inc. Wed May 28 10:09:32 2014 Pae 1 ID:BtooLOOSOiSgbD lxzL?rE7zS 1 YC-mDrFU4RGfPLUz?5mXVb?WL7b0TxXfusgDGmt2vzBzkn -1-6-0 5-6-7 8-0-0 8-9-0 1fi0 I 5-6-7 2-5-10 0-9-0 Scalei:19.4 _--J— iv I 4.00112 2x4 / 3 Lc 0 a T1 c�, N am 2 �< 4 7 2x4..6 8-0-0 8-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.16 2-7 >569 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.50 Vert(TL) -0.49 2-7 >190 180 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:30 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing Ibe installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS All bearings Mechanical except(jt=length)2=0-3-8,4=0-1-8. (Ib)- Max Horz 2=161(LC 8) Max Uplift All uplift 100 lb or less at joint(s)5,7,4 except 2=-170(LC 8) Max Gray All reactions 250 lb or less at joint(s)5,4 except 2=531(LC 1),7=345(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-440/93,8-9=-375/99,3-9=-316/106 BOT CHORD 2-7=-205/354 WEBS 3-7=-442/256 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 4-5-5,Exterior(2)4-5-5 to 8-8-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. _ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,7,4 except(jt=lb) 2=170. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job I Truss Truss Type Qty Ply VP Custom Construction 81402731 JE01 Jack-Open Girder 2 1 I LI Job Reference(optional) ! Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7A3 s Oct 14 p013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:32 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 yC-mDrFU4RGfPLUz?5mXVb?WL7bWTw3fv7gDGmt2vzBzkn -1-6-0 1-10-15 4-11-2 8-0-0 1-6-0 1-10-15 3-0-2 3-0-14 Scale=1:17.4 j 8.00112 Z n Z7 j c; 7 IA I I ---- �1 , a 2 / T1 rn d y cb a / I o LUS24 LUS24 LUS24 777 -7 1 3x // 1-10-3 1-10,-15 8-0-0 1-10-3 0-0212 6-1-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.20 Vert(LL) -0.16 2-4 >570 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.53 Vert(TL) -0.49 2-4 >190 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code 1RC2009/TP12007 (Matrix) Weight:17 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=-9/Mechanical,2=353/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=117(LC 7) Max Uplift3=11(LC 4),2=-122(LC 7) Max Grav3=19(LC 3),2=353(LC 1),4=152(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=122. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 9)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 6-0-12 to connect truss(es)SE01 (1 ply 2x4 DF),SE02(1 ply 2x4 DF),SE03(1 ply 2x4 DF)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 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)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-80,2-4=-20 Concentrated Loads(lb) Vert:5=1(8)6=1(B)7=1(B) Truss Truss Type Oty Ply VP Custom Construction 81402781 JE02 Jack-Open 2 1 Job Reference(optional Pro-Build Clackamas Truss,Clackamas,OR 97015-1129. -- - - Cody W.Clarke Run:7.430 s Oct 142013 Print:7.430 s Oct 142013 MiTek Industries,Inc. Wed Maayy 28 10:09:33 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1YC-EPPeiQRuPiTLb8gy4C6E2YfnftGxOMN SwWRbLzBzkm -1-6-0 3-10-15 I 1-6-0 31015 800 4.1.1 Scale=1:19.4 f 'i Y / &001-1-2- c\ .00 12n ri U cr /T1 2 / ri 7./� B1 m ♦ to 1 / 3X4= 3-10-3I X 15 8-0-0 I - 3 1 12 4-1-1 LOADING(psf) 1 SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 25.0 1 Plates Increase 1.15 TC 0.17 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.49 2-4 >187 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:20 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing nsinstaille guidetruss erection,in accordance with Stabilizer 1 REACTIONS (lb/size) 3=112/Mechanical,2=393/0-5-8 (min.0-1-8),4=77/Mechanical Max Horz 2=177(LC 8) Max Uplift3=-78(LC 8),2=-101(LC 8) Max Grav3=112(LC 1),2=393(LC 1),4=154(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=101. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard IJt iTuss ___ TrusiType Qty Ply VP Custom Construction B1402781, IJE03 Jack-Open 2 1 L --_ Job Reference(optional) Pro Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.blarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc.Wed May 28 10:09:33 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zSt YC-EPPeiQRuPTLb8gy4C6E2YfjbtGxOMN_SwWRblzBzkm -1-6-0 5-10-15 8-0-0 1-6-0 I 5-10-15 l 2-1-1 Scale=1:25.9 .A 8.00 12 , v c / F T�� 2 R 81 --A la 1 1 V 3x4 5-10-3 5-1Q-15 8-0-0 Ipd 5-10-3 12 2-1-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.43 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.49 2-4 >187 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:24 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=204/Mechanical,2=461/0-5-8 (min.0-1-8),4=77/Mechanical Max Horz 2=237(LC 8) Max Uplift3=-146(LC 8),2=-107(LC 8) Max Grav3=204(LC 1),2=461(LC 1),4=154(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=146, 2=107. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Tob Truss - Truss Type - Ply - — �y VP Custom Construction 81402781 JEO4 JACK-OPEN 2 1 Pra8u8d Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke — Job Reference(optional) un:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:34 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1YC-icz0vmSWAObBCIF9eweTbmCr4HdC7od7hZF 7oz8zkl -1-6-0 7-10-15 8-0-0 7-10-15 0-1-1 Scale=1:32.5 r, 8.00 nY 1 2 4.4 1$ ►4M1111.111111111.11111111.11011111Ia 1 3x8 c 7-10-15 Plate Offsets(X,Y): [2:0-2-1,0-1-8] 7-10-15 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.64 Vert(LL) -0.08 4-7 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.42 Vert(TL) -0.29 4-7 >331 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix-M) Weight:27 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=238/Mechanical,2=597/0-5-8 (min.0-1-8),4=72/Mechanical Max Horz 2=298(LC 8) Max Uplift3=165(LC 8),2=-136(LC 8) Max Gray 3=238(LC 1),2=597(LC 1),4=125(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-1369/339 BOT CHORD 2-4=-1110/2531 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=165, 2=136. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply VP Custom Construction ;81402781; JE05 JACK-OPEN 1 1I ` l Job Reference(optional) Pro-Build Clackamas Truss,Clac><amas,OR 97015-1129,Cody W.Clarke Run:7A30 s Oct 14 2013 Print:7.430 s Oct 142013 MiTek Industries,Inc. Wed May 28 10:09:34 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-icz0vmSWA0bBCIF9eweTbmCgQHdw7od7hZF_7ozBzkl -1-6-0 , 8-0-0 9-7-3 1-6-0 8-0-0 1-7-3 Scale=1:38.0 A 0 8.00 12 Tr 7'77'," ,:rd m I,! / 4 2 gg B1 G 1�kJ 3 3f$ 8-0-0 8-0-0 Plate Offsets(X,Y): f2:0-2-1,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.68 Vert(LL) -0.08 5-8 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.29 5-8 >328 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:30 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except at-length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=349(LC 8) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-109(LC 8),3=-211(LC 8) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=607(LC 1),3=303(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-1432/371 BOT CHORD 2-5=-1227/2659 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 5-3-8,Exterior(2)5-3-8 to 9-6-7 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)2=109, 3=211. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 9)-This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job truss Truss Type Qty Ply VP Custom Construction - B1402781 JFOI Jack-Open Girder 1 1 Job Reference joptional) Pro-Bulld Clackamas Truss,Gackarnas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:35 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-BoWO66T9xKj2gSgLCd9i7z161gxmsFIHvD?XiEzBzkk -1-6-0 1-9-4 4-10-4 8-0-0 I 1-6-0 1-9-4 3-1-0 3-1-12 Scale=1:17.4 3 8.00 ril 2 T1 / m e1 i c Id / , LUS24 LUS24 LUS24 1 V/ 3x4— i 188 194 8-0-0 -I 1-8-8 0- 12 6-2-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (Ioc) 1/defi L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.20 Vert(LL) -0.16 2-4 >570 240 MT20 2201195 TCDL 15.0 Lumber Increase 1.15 BC 0.53 Vert(TL) -0.49 2-4 >190 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) I Weight:171b FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=-22/Mechanical,2=355/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=113(LC 7) Max Uplift3=-22(LC 1),2=-128(LC 7) Max Grav3=26(LC 7),2=355(LC 1),4=152(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=128. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 9)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 6-0-12 to connect truss(es)SF01 (1 ply 2x4 DF),SF02(1 ply 2x4 DF),SF03(1 ply 2x4 DF)to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 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)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-80,2-4=-20 Concentrated Loads(Ib) Vert:5=1(F)6=1(F)7=1(F) I Job .Truss Truss Type Ply VP Custom Construction I 181402781 JF02 Jack-Open 1 1 Ll) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 ,Job R Oct 14 2013 MiTek Industries,s Oct 142013 Print:7.430 s Oct 14 2013 MiTek Inc. Wed May 28 10:09:35 2014 Page 1 ID:BtooLOOSOiSgbDIxzL?rE7zS1YC-BoW066T9xKj2gSqLCd9i7z162g_wsFtHvD?XfEzBzkk -1-6-0 2-5-8 3-8-8 3-9-4 8-0-0 1-6-0 2-5-8 1-3-0 0-0-12 4-2-12 pp Scale=1:18.9 1 k 77 8.00 12 7 / i 7 & / % r �1 - , m F Ill B2 . 9, ', o 2 / / : o i = o 1 ,/ / 4.00 .11-2- [77.7 2 C % 3xs 2-5-8 3-8-8 3-9-4 8-0-0 i21-3-0 0-0-12 4-2-12 Plate Offsets(X,Y): [2:0-0-14,Edge] . LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TOLL 25.0 Plates Increase 1.15 TC 0.21 Vert(LL) -0.10 4-5 >901 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.32 Vert(TL) -0.31 4-5 >300 180 BOLL 0.0 - Rep Stress Incr YES WB 0.00 Horz(TL) 0.07 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:20 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer i Installation uide. I REACTIONS (lb/size) 3=132/Mechanical,2=374/0-5-8 (min.0-1-8),4=65/Mechanical Max Horz 2=172(LC 8) Max Uplift3=-61(LC 8),2=-106(LC 8) Max Grav3=132(LC 1),2=374(LC 1),4=130(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 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 capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=106. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job i Truss Truss Type 'Qty I Ply VP Custom Construction B1402781 I JF03 Jack-Open :1 1 , I Job Reference'optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.blarke Run:7.439s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:35 2014 Page 1 ID:BtooLOOSOiSqbDIxzL?rE7zS1YC-BoW066T9xKj2qSqLCd9i7z13Xg_HsFtHvD?XfEz8zkk -1-6-0 2-5-8 5-8-8 5-8-4 8-0-0 1-6-0 t 2-5-8 3-3-0 0-0112 2-2-12 Scale=1:25.5 8.00:12 Nt cl Ti - 0 I . , B2 0 r 2 81 5 i° N, cib gli 3x6 1 , 1 3x6 4.00'12 2-5-8 5-8-8 5-9-4 8-0-0 2-5-8 I I 3-3-0 0-0112 2-2-12 Plate Offsets(X,Y): 12:0-0-14,Edge] - -- , LOADING(psf) , SPACING 2-0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.11 4-5 >820 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.36 , Vert(TL) -0.38 4-5 >244 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.09 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) , Weight:24 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. il MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS (lb/size) 3=197/Mechanical,2=457/0-5-8 (min.0-1-8),4=78/Mechanical Max Horz 2.232(LC 8) Max Uplift3=-125(LC 8),2=-109(LC 8) Max Grav3=197(LC 1),2=457(LC 1),4=138(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 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 capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=125, 2=109. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard o Truss Truss Type y yp VP Custom Construction 81402781. ;JF04 Jack-Open �1 1 Job Reference[optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.43 s Oct 14 X2013 Print: .430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:36 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-f_4mKSUnidrvScPXmLgxgBH9y4Jdbi6O8tk5BgzBzkj -1-6-0 2-5-8 7-9-4 8-0-0 1-6-0 2-5-8 5-3-12 0-2-12 Scale:318"=1' 8.00 12 n oB2 t5 0 3x8 3x6 4.00 12 �8-�-04-0 2-5-8 7-8-8 2-5-8 I... 5-3-0 OOt17-Q-4 2 o-2-12 Plate Offsets(X,V): [2:O-0-14,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/dell Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.74 Vert(LL) 0.13 4-5 >709 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.42 Vert(TL) -0.48 4-5 >193 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.13 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:27 lb FT=100/0 LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=261/Mechanical,2=531/0-5-8 (min.0-1-8),4=99/Mechanical Max Horz 2=292(LC 8) Max Uplift3=-178(LC 8),2=-116(LC 8) Max Gray 3=261(LC 1),2=531(LC 1),4=148(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 3-5-9,Exterior(2)3-5-9 to 7-8-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 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 capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=178, 2=116- 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss TfUSS Type Qty 1 Ply 1 VP Custom Construction ,61402781 JF05 Jack-Open 11 1 1 ', • Job Reference(optional) Pro-Build Clackamas Truss,Clac amas,OR 97015-1129,Cody W.itiarke Run:7.436 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed Mayy 28 10:09:36 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-f_4mKSUnidrvScPXmLgxgBHDe4EpbfWQ8tk5Bgzzkj -1-6-0 2-5-8 8-0-0 9-9-4 1-6-0 I 2-5-8 i 5-6-8 1-9-4 pp Scale=1:38.5 5 l' '0 8.00;12 i• o c j/ N C• n 3x4% ° 3 77 7 i 4NN N yy —_d t 2 �'i— /' 7 o e 0 1 7 4x4= ►� 2x4Q 3x4 4.00 Flia 2-5-8 4-0-0 8-0-0 8-Q,12 9-9-4 . 2-5-8 1 1-6-8 1 4-0-0 0-4-12 1-8-8 Plate Offsets(X,Y): 13:0-1-12,0-1-81,18:0-2-0,0-2-4) ` LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deftLid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.51 Vert(LL) 0.21 6-7 >448 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.73 Vert(TL) -0.51 6-7 >182 180 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:34 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G 1MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except(jt=length)2=0-5-8,4=0-1-8. (Ib)- Max Horz 2=352(LC 8) Max Uplift All uplift 100 lb or less at joint(s)5,2,6 except 4=-191(LC 8) Max Gray All reactions 250 lb or less at joint(s)5,6 except 2=543(LC 1),4=287(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-744/69,3-9=-650/80 BOT CHORD 2-8=-322/546,7-8=-273/445 WEBS 3-8=-222/522,3-7=-578/356 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 5-5-9,Exterior(2)5-5-9 to 9-8-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 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)4. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2,6 except(jt=lb) 4=191. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job t ruse Iruss type Qty Ply 1VP Custom Construction B1402781 JFO6 Jack-Open 1 l Job Reference ional) Pro-Build Clackamas Truss,ClaaCamas,OR 97015-1129,CodyW.Clarke Run:7.436 s Oct 14 13 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:36 2014 Page 1 20 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-f_4mKSUnidrvScPXmLgxgBHDe4EpbtWQ8tk5BgzBzkj -1-6-0 2-5-8 8-0-0 10-1-8 11-9-0 ' 1-6-0 ' 2-5-8 5-6-8 2-1-8 1-7-8 pp Scale=1:45.2 9 0 8.00112 ICO N (7 I n O1 3x4 3 62 n 2 $1, 9 0 1 .; 4x4= 8 IT I 3x4 2x4 4.00 r2 2-5-8 4-0-0 8-0-0 8-q,12 2-5-8 1-6-8 4-0-0 0�-12 Plate Offsets(X,Y): [3:0-1-12,0-1-81[9:0-2-0,0-2-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.51 Vert(LL) 0.21 7-8 >440 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.73 Vert(TL) -0.51 7-8 >182 180 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:37 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except(jt=length)2=0-5-8,4=0-1-8,5=0-1-8. (Ib)- Max Horz 2=411(LC 8) Max Uplift All uplift 100 lb or less at joint(s)6,2,7 except 4=-201(LC 8),5=-103(LC 8) Max Gray All reactions 250 lb or less at joint(s)6,7,5 except 2=543(LC 1),4=302(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-744/4,3-10=-650/15 BOT CHORD 2-9=-331/546,8-9=-281/445 WEBS 3-9=-229/522,3-8=-578/365 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 7-5-5,Exterior(2)7-5-5 to 11-8-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 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)4,5. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2,7 except(jt=lb) 4=201,5=103. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply VP Custom Construction 81402781 JF07 Jack-Open 2 I , J Job Reference(option_ Pro-fluid Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed Mayy 28 10:09:37 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-7Be8XnUPTx_m3m_kJ2BADOgoZUaDK6mZNXUek6zBzki -1-6-0 2-5-8 8-0-0 10-1-8 10-11-0i 1-6-0 2-5-8 5-6-8 2-1-8 0-9-8 6 Scale=1:42.3 u, / o 8.00;12 ' ' / c co n fii co - 00 3x4 i V °D 3 M r. 1 4x4= 8 L.-' 3x4; 2x4 4.00[1 I 2-5-8 4-0-0 { 8-0-0 12 2-5-8 1-6-8 4-0-0 0412 Plate Offsets(X,Y): [3:0-1-12,0-1-8],[90-2 0,0-2-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d ' PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.50 Vert(LL) 0.20 7-8 >459 240 1 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.72 Vert(TL) -0.47 7-8 >191 180 I BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:35 lb FT=10% LUMBER - - BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G -a MiTek recommends thatt Stabilizersrs and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. ' REACTIONS All bearings 0-1-8 except(jt=length)2=0-5-8,7=Mechanical. (Ib)- Max Horz 2=398(LC 8) Max Uplift All uplift 100 lb or less at joint(s)2,7 except 4=-186(LC 8),5=-141(LC 8) Max Gray All reactions 250 lb or less at joint(s)7,5 except 2=539(LC 1),4=285(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-746/20,3-10=-655/31 BOT CHORD 2-9=-331/550,8-9=-281/449 WEBS 3-9=-228/521,3-8=-584/365 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 6-8-1,Exterior(2)6-8-1 to 10-11-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of y bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,7 except(jt=lb) - 4=186,5=141. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5. 10)This truss is designed in accordance with the 2009 International Residential Code sections 8502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss I Truss Type ,Qty Ply VP Custom Construction 81402781 IJGO1 Jack-Open Girder 12 1 Job Reference'optional) Pro-Build Clackamas Truss,Clac.ccamas,OR 97015-1129,Cody W.Clarke Run:7.430 ' s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 2810:09:37 2014 Page 1' ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-7Be8XnUPTx_m3m_kJ2BADOgSFUZUK9MZNXUek6zBzki -1-6-0 1-10-15 6-0-0 1-6-0 1-10-15 4-1-1 Scale=1:13.9 ,Z)i 8.00 rff i n 2 / i � Ti 1111 1 B1 la, c7 Al 1 Cricv o / % LUS24 LUS24 i 1 j 7V 11.1 i 7 3x4= i 1-10-3 1-10;15 6-0-0 1-10-3 0-e-12 4-1-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.20 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.83 Vert(TL) -0.18 2-4 >371 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:14 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=-9/Mechanical,2=342/0-5-8 (min.0-1-8),4=74/Mechanical Max Horz 2=117(LC 7) Max Uplift3=-11(LC 4),2=-151(LC 7),4=-1(LC 3) Max Grav3=19(LC 3),2=342(LC 1),4=109(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb) 2=151. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fax heels only"Member end fixity model was used in the analysis and design of this truss. 9)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 4-0-12 to connect truss(es)JK06(1 ply 2x4 DF),SG02A(1 ply 2x4 DF)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)1n 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)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-80,2-4=-20 Concentrated Loads(Ib) Vert:5=1(B)6=-25(B) o truss Truss Type Qty Ply VP Custom Construction B1402781 JGO2 Jack-Open 2 1 , Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7A30 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:37 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1YC-7Be8XnUPTx m3m kJ2BADOgTfUdGK9MZNXUek6zBzki -1-6-0 2-5-8 3-10-15 6-0-0 t-6-0 2-5-8 1.5.7 1 2-1-1 Scale=1:19.7 1 , 8.00[if N N T1 41 • o 4 2 4. 0 o 7 MIllom 1 12 3x4 4.00 2-5-8I 3-10-3 i 6-0-0 i 2-5-8 1-4-11 2-1-13 Plate Offsets(X,Y): j2:0-2-1,0-1-8] -- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.17 Vert(LL) -0.04 4-5 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.52 Vert(TL) -0.12 4-5 >556 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:18 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=125/Mechanical,2=369/0-5-8 (min.0-1-8),4=49/Mechanical Max Horz 2=176(LC 8) Max Uplift3=-74(LC 8),2=-113(LC 8) Max Grav3=125(LC 1),2=369(LC 1),4=97(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 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 capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=113. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job !Truss Truss Type Qty Ply VP Custom Construction 81402781 JGO3 Jack-Open 12 1 Pro-Build Clackamas Truss,Cla amas,OR 9701 5-1 1 29,CodyW.�tarke Run:7 43 Job Reference 20130 MiTek I) ck0 s Oct 14 013 Print:7.430 s Oct 14 MiTek Industries,Inc. Wed May 28 10:09:38 2014 Page 1 ID:BtooL0OSOiSgbDlxzL?rE7zS1 YC-bNCX17V1 EF6dhwYwtmiPlcNavuyy3ccjbBDBGZzBzkh -1-6-0 2-5-8 5-10-15 6-0-0 1-6-0 2-5-8 3-5-7 0-1-1 Scale=1:26.3 /) // 8.00 12 /// CV c': a 4 T1 v to IIIII B2 ld � .' 2 le."1 / 3x8= 3x4 4.00112 6-0-0 2-5-8 5-10-3 5_115 2-5-8 _... 3-4-11 0- 1�2 0-1-1 Plate Offsets(X,Y): f2:0-1-5,0-0-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.39 Vert(LL) -0.04 4-5 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.62 Vert(TL) -0.17 4-5 >411 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:21 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=194/Mechanical,2=442/0-5-8 (min.0-1-8),4=66/Mechanical Max Horz 2=236(LC 8) Max Uplift3=-133(LC 8),2=-117(LC 8) Max Grav3=194(LC 1),2=442(LC 1),4=105(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 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 capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=133, 2=117- 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply VP Custom Construction 81402781 JG04 Jack-Open 1 1 , l) Pro-Build Cladramas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print: Jobs Oct 14 2013 MiTek Industries,s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:38 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-bNCX17V1 EF6dhwYwtmiPlcNaPuyl3ccjbBDBGZzBzkh -1-6-0 2-5-8 6-0-0 7-10-3 I 1-6-0 i 2-5-8 3-6-8 1-10-3 Scale=1:32.7 IT V to 8.00112 ', t / v I/ uO e Z/ 132 N. 2/ 6 o ob 3x6= 6 1[- / 3x4 4.00 rif 2-5-8i 6-0-0 6-QT12 2-5-8 3-6-8 0-0-12 Plate Offsets(X Y):: [2:0-1-5,0-0-8] LOADING(psf) SPACING 2-0-0 CSI 1 DEFL in (loc) 1/deft Lid I PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.43 I Vert(LL) -0.04 5-6 >999 240 I MT20 220/195 TCDL 15.0 Lumber Increase 1.15 I BC 0.64 Vert(TL) -0.17 5-6 >397 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) IWeight:24 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=294(LC 8) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-190(LC 8) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=449(LC 1),3=271(LC 1) i FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 3-6-8,Exterior(2)3-6-8 to 7-9-7 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 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)3. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=Ib) 3=190. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ZQty Ply -1VP Custom Construction 1B1402781 JKO1 Jack Open Girder 2 1 Job Truss Truss Type Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc.Wed May 28 10:09:39 2014 Paffl.1 ID:BtooLOOSOiSgbDIxzL?rE7zS1 YC-3ZmvyTWf?YEUJ376RTDelpvp2IE3o3ssgrzlo?zBzkg -1-6-0 1-10-15 6-0-0 1-6-0 1-10-15 4-1-1 Scale=1:13.9 800 12 / LN n - 2 i T1 N: N _ _ _ rn / Bt _.. co 7-7 z / M LUS24 LUS24 �o 1 / i IN 3x4= i 1-10-3 1-10-15 6-0-0 I- 1-10-3 0-13112 4-1-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.18 Vert(LL) -0.07 2-4 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.89 Vert(TL) -0.20 2-4 >348 180 BCLL 0.0 * Rep Stress Ina NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:14 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=5/Mechanical,2=321/0-3-8 (min.0-1-8),4=57/Mechanical Max Horz 2=117(LC 7) Max Uplift3=-13(LC 4),2=-124(LC 7) Max Gray 3=16(LC 3),2=321(LC 1),4=115(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=124. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 9)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 4-0-12 to connect truss(es)SK01 (1 ply 2x4 DF),SK02(1 ply 2x4 DF)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 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)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-80,2-4=-20 Concentrated Loads(lb) Vert:5=1(B)6=1(B) .. Truss Truss Type Qty Ply 'VP Custom Construction 81402781 JK02 Jack-Open 2 1 Job Reference(optional) Pro Build Clackamas Truss,Clackamas,OR 97015-112e,Cody W.Clarke 7 28 10:09:39 2014 Page 1 ID:Bt oLOOS0 SgbDl zL14 2013 Print: ?rE77zzS1 YC-3ZmvyTWf?YEt 14 2013 MiTek UJ376R DelpInc. Wed vpPIF9o3ssgrzo ZBzkg -1-6-0 3-10-15 6-0-0 1-6-0 3-10-15 2-1-1 Scale=1:19.7 /1 8.00 12 N h m Tt - ck �. 2 m 1� B1 — Io c o Li 114 F 3-10 3-1(-15 6-0-0 3-10-3 0-0=12 2-1-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.15 Vert(LL) -0.07 2-4 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.20 2-4 >343 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:18 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS (lb/size) 3=119/Mechanical,2=367/0-3-8 (min.0-1-8),4=58/Mechanical Max Horz 2=177(LC 8) Max Uplift3=-82(LC 8),2=-108(LC 8) Max Grav3=119(LC 1),2=367(LC 1),4=116(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=108. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/1-P!1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard t IJob Truss Truss Type Qty Ply 1 VP Custom Construction ,81402781 , K01 CALIFORNIA GIRDER H I 1 Job Reference'optional) Pro-Build Clackamas Truss,Clarkcamas,OR 97015-1129,Cody W.barke Run:7.436 s Oct 14 2013 Print:7.430 s Oct 14 2011 MiTek Industries,Inc. Wed May 28 10:09:40 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-XmKHApXHmsMLwDiI?Bktg1 SwLhf3XVK03ViIKRzBzkf -1-6-0 5-7-11 5-10-15 8-9-9 9-0-13 14-8-8 1-6-0 5-7-11 0-3-41 2-10-10 0-3-4 5-7-11 Scale=1:26.6 4x8\\ 4x4 ,m °P 1 0 8.001-1-2- 0 .00 12n a T3 Y o a. � a / 1 v Cr / T1 \\ 5 i 131 Ara ci. ihigl 1 MI 6 MI / 3x6 i. 2x4 11 3x4= 3x6= } 5-7-11 9-0-13 14-8-8 5-7-11 3-5-3 5-7-11 Plate Offsets(X,Y): [2:0-2-1,0-1-81,[3:0-3-8,0-1-121,[4:0-1-1 2,0-2-01,[5:0-8-0,0-1-111 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.03 6 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.45 Vert(TL) -0.09 5-6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.11 Horz(TL) -0.03 2 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:74 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins,except BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(5-3-3 max.):3-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer 1 I Installation guide. REACTIONS (lb/size) 5=1301/0-5-8 (min.0-1-8),2=1456/0-5-8 (min.0-1-9) Max Horz 5=105(LC 6) Max Uplift5=-425(LC 7),2=-534(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1958/719,3-8=-1537/683,4-8=-1537/683,4-5=-1979/736 BOT CHORD 2-7=-434/1526,7-9=-438/1519,9-10=-438/1519,10-11=-438/1519,6-11=-438/1519, 5-6=-450/1546 WEBS 3-7=0/271,4-6=0/282 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib)5=425, 2=534. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)428 lb down and 255 lb up at 8-11-1,and 428 lb down and 255 lb up at 5-9-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. 12)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)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-80,3-4=-151,4-5=-80,2-5=-38(F=-18) Continued on page 2 1 Job Truss Truss Type Oty Ply VP Custom Construction 21402781 JKO6 Jack-Open 1 1 Job Reference(Optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.43 s Oct 14 X2013 Frint:'r.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:40 2014 Page 1 ID:BtooLOOSOiSgbDIxz?rE7zS1YC-XmKHApXHmsMLwDil7Bktg1S_OhlyXW603ViIKRzBzkf -1-6-0 1-10-15 2.070 1-6-0 1-10-15 0-1-1 Scale=1:13.4 Z 77 8.00 H2 cs7 h. 2 T1j Bi Ii 1 �! , 7 3x4= 7 1-10-15 210,-0 1-10-15 0-1=1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TOLL 25.0 Plates Increase 1.15 TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BOLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:9 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=269/0-5-8 (min.0-1-8),4=19/Mechanical,3=23/Mechanical Max Horz 2=119(LC 8) Max Uplift2=-135(LC 8),3=-15(LC 5) Max Grav2=269(LC 1),4=39(LC 2),3=23(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=135. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard IJob I russ I russType Qty Ply .I VP Custom Construction 1402781 BP Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W' arJack-Open Run 7 4301s Oct 14 1 Job Reference(optional) 2013 Pnnt 7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:40 2014 Page 1 ID:BtooL0OSOiSgbDlxzL?rE7zS1YC-XmKHApXHmsMLwDiI?Bktg1 SvkhaOXW603ViIKRzBzkf -1-6-0 6-0-07-2-7 1-6-0 6-0-0 1-2-7 Scale=1:30.5 11 to 8.00 f 12 77 N C7 N ulco 1-I rcr 2 B1 3x4 6-0-0 6-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) l/deft Lid 1 PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.50 Vert(LL) -0.07 2-5 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.20 2-5 >343 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:23 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except(jt=length)2=0-3-8,3=0-1-8. (Ib)- Max Horz 2=276(LC 8) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-186(LC 8) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=445(LC 1),3=261(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 2-10-12,Exterior(2)2-10-12 to 7-1-11 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=lb) 3=186. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Truss Truss Type Qty Ply VP Custom Construction B1402781 JK03Jack-Open 2 1 Pro-Budd Clackamas Truss,Clackamas,OR 97015-1129, W.Clarke Run:7.430IB ct 1401 Print:bD Job Refct 1420{optional) Cody7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:39 2014 Page 1 Sq IxzL?rE7zS1YC-3ZmvyTWf?YEUJ376RTDelpvkhlF9o3ssgrzlo?zf3zkg -1-6-0 5-10-15 6-p-0 1-6-0 l 5-10-15 o 5 1 Scale=1:26.3 , 6.00[Ti z7 - N C .11 2 II fj, I Ia 3x4- 1 5-10-15 6-0-0 5-10-15 04-1 i LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/dell L/d PLATES GRIP TOLL 25.0 Plates Increase 1.15 TC 0.46 Vert(LL) -0.07 2-4 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.20 2-4 >343 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009ITP12007 (Matrix) Weight:21 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer 1 1 Installation guide. j REACTIONS (lb/size) 3=209/Mechanical,2=437/0-3-8 (min.0-1-8),4=58/Mechanical Max Horz 2=237(LC 8) Max Uplift3=-148(LC 8),2=-115(LC 8) Max Grav3=209(LC 1),2=437(LC 1),4=116(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=148. 2=115. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard - 'Truss Truss Type (qty VP Custom Construction B1402781, KOl CALIFORNIA GIRDER 1 Ply1 j � ___ Li. Job Reference(Q(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.`Clarke Run:7.430 s Oct 14 N313 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:40 2014 Paae 2 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-XmKHApXHmsMLwDiI?Bktgl SwLhf3XVKO3Vi IKRzBzkf LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-360 4=-360 Job Truss MISS i ype Qty Ply II VP Custom Construction 81402781 1_01 Jack-Open 10 1 jJob Reference(optional) Pro-Budd Clackamas Truss, ,OR 97015-1129,Cody W. rke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:41 2014 Pae 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-?yufN9YvXAUCYNHVYuG6NE?7g52WGzM919SstuzBzke -1-6-0 2-0-0 1-6-0 2-0-0 Scale=1:13.7 3 8.0012 i i i s 2 XVa / 81 1 1111111111... i i 3x4= I Z I 2-0-0 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loo) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.00 2-4 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 I BC 0.31 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES I WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IRC2009/TP12007 I (Matrix) Weight:9 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=270/0-5-8 (min.0-1-8),4=49/Mechanical Max Horz 2=201(LC 8) Max Uplift2=-210(LC 8),4=-39(LC 8) Max Grav2=270(LC 1),4=50(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)2=210. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard o Truss Truss Type —7---- Ply VP Custom Construction B140278U SAot Jack-open 2 1 Job Referencelpptional) Pro-Build Clackamas Truss,CIackamas,OR 97015-1129,Cody W.blarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc Wed May 28 1009:41 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-?yufN9YvXAUCYNHVYuG6NE?8A55BGzM919SstuzBzke -1-6-0 1-10-15 2,0-0 1-6-0 1-10-15 0-111 Scale=1:13.4 // Z N 8.00 rff / i i i i a, 2 T1 v, j arid Bt o 0 / / 1 � 7 04.11111. / 3x4= 1-10-15 2-0.0 1-10-15 0-1'1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0-08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:9 lb FT=10% 1 LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=269/0-5-8 (min.0-1-8),4=19/Mechanical,3=23/Mechanical Max Horz 2=119(LC 8) Max Uplift2=-135(LC 8),3=-15(LC 5) Max Grav2=269(LC 1),4=39(LC 2),3=23(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=1b)2=135. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSITTPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job I Truss Truss Type Qty Ply VP Custom Construction �B1402781 SA02 Jack-Open '1 1 , Job Reference foptional) Pro-Build Clackamas Truss,Clacamas,OR 97015-1129,Cody W.'tlarke Run:7.436 s Oct 142013 Print:x/.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:41 2014 Pae 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-?yufN9YvXAUCYNHVYuG6NE?y8r55BGzM919SstuzBzke -1-6-0 2-0-0 3-10-15 1-6-0 2-0-0 1-10-15 Scale=1:20.2 IuS 16 8.00 12 N N - n N /' (D N P. N T1 r}. C / 11 B1 N zz7Z 40,, 3x4= Z' 2-0-0 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.16 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:12 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ! MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=127/Mechanical,2=320/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=177(LC 8) Max Uplift3=-85(LC 8),2=-126(LC 8) Max Grav3=127(LC 1),2=320(LC 1),4=39(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=126. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type VP Custom Construction 81402781 SA02A Jack-Open -7— * 1 Job Reference Optional) ' Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W. larks Run:7.430 s Oct 14ISgbDI Print:E7z s Oct 14 R1 2013 MiTekYIIndustries,Inc. Wed May 2810:09:42 2014 Page 1 ID:BtooL00S0iSgbDlxzL?rE7zS1 YC-TSR1 aVYYITc3AXsh6bnLwSXKNVOR?Oc.1WpBPPKzBzkd H 1-6-8 3-5-7 1-6-8 1-10-15 Scale=1:17.8 /� a 8.00112 j n T1 N r / r I� N � 1 N �� 1V1 l■ 81 1 4 3x6 II 1-6-8 I 1-6-8 Plate Offsets[X,Y): [4:0-4-4,0-1-81 i LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.11 Vert(LL) -0.00 3-4 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.27 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:9 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.l&Btr G TOP CHORD Structural wood sheathing directly applied or 1-6-8 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=111/Mechanical,2=107/Mechanical,3=61/Mechanical Max Horz 4=95(LC 8) Max Uplift2=-80(LC 8),3=-53(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply VP Custom Construction 81402781 SA03 Jack-Open 1 1 Job Reference(optional'_ Pro-Build Clackamas Truss,Clackamas,OR 97015-1129, Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:42 2014 Page 1 ID:BtooLOOSOiSgbDIxzL?rE7zS1 YC-T8R1 aVYYITc3AXsh6bnLwSXESVRQ?QcJWpBPPKzBzkd -1-6-0 2-0-0 5-10-15 1-6-0 2-0-0 3-10-15 Scale=1:27.0 II Io 8.00 Fly N C i1 T1 of 0741- 77- 3xa 2-0-0 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.49 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:15 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=216/Mechanical,2=392/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=237(LC 8) Max Uplift3=-150(LC 8),2=-134(LC 8) Max Grav3=216(LC 1),2=392(LC 1),4=39(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=150, 2=134. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job `Truss jTruss Type 101Y '{Ply VP Custom Construction BP Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.IClarkJack-Open Run:7.430 sO Oct i 4 2013 PL?rE.430 s O T4 2013 MiT k nAXsh6bnc We May 281 OcJ 42 2014 P 9e 1 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc.Wed May 2810:09:42 2014 Pae 1 Sq 1-6-8 5-5-7 ' 1-6-8 3-10-15 Scale=1:24.6 I,,,,,,, •.- 8.00,,12 cs T1 a `" o a v M 1 i 2 Ad 4 4x8 II 1-6-8 I 1-8-8 Plate Offsets(X Yl:14:0-4-15,0-2-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud I T PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.29 Vert(LL) 0.01 3-4 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 2 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:12 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-6-8 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. l REACTIONS (lb/size) 4=106/Mechanical,2=168/Mechanical,3=165/Mechanical Max Horz 4=155(LC 8) Max Uplift4=-4(LC 6),2=-122(LC 8),3=-147(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)2=122, 3=147. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply VP Custom Construction B1402781 3001 Jack Open 2 1 Job Reference(optional) Pro-Build Clackamas Truss.Cladtamas,OR 970155-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:43 2014 Page 1 lD:BtooLOOSOISgbDlxzL?rE7zS1 YC-yL?QorZA3nkwnhRtgJlaSf4UgvnfktrSITxyxmzBzkc -1-6-0 1-10-15_ -.-- — t i- 1-6-0 1-10-15 0.1-1 Scale=1:13.4 i j/ 7 7 8.00 FIT / r / i h' 7 2 Tt Milligallil' 1 _ me 1 i y 3x4= yv 1-10-15 —2'010 1-10-15 0-1-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr. YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:9 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=269(0-5-8 (min.0-1-8),4=19/Mechanical,3=23/Mechanical Max Horz 2=119(LC 8) Max IJplift2=-135(LC 8),3=-15(LC 5) Max Gray 2=269(LC 1),4=39(LC 2),3=23(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=135. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job I Truss !Truss Type I(pity Ply VP Custom Construction 81402781, ,SCO2 Hack-Open 2 1 1Job Reference(4 tional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W. larke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:43 2014 Page 1 ID:BtooLOOSOiSgbDIxzL?rE7zS1 YC-yL?QorZA3nkwnhRtgJlaSf4ULvniktrSlTxyxmzBzkc -1-6-0 2-0-0 3-10-15 1-6-0 2-0-0 1 1-10-15 Scale=1:20.2 l� o 8.00;-12 NN N6 N O N - Ti r i' � 2 L n 1 ' 81 r\I Clui 1 / Ign 3x4= 2-0-0 1 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.16 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:12 lb FT=10% LUMBER BRACING ' TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=127/Mechanical,2=320/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=177(LC 8) Max Uplift3=-85(LC 8),2=-126(LC 8) Max Gray 3=127(LC 1),2=320(LC 1),4=39(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=126. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type - - Qty Ply VP Custom Construction --- -_ B1402781 SCO3 Jack-Open 2 1 , Job Reference(optionaltL Pro-Build Clackamas Truss,Ctackamas,OR 97015-1129, 7.430 --- -- Cody Run:7.430 s Oct 142013 Print: s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:43 2014 Pae I ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-yL?QorZA3nkwnhRtgJlaSf4PCvnfktrSITxyxmzBzkc -1-6-0 2-0-0 5-10-15 1-6-0 2-0-0 3-10-15 Scale=1:27.0 fli6 0 8.00 Iii / / N O T1 m MICIIMA eill 1 1�� eril 3x4= 2-0-0 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.49 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 , Code IRC2009/TPI2007 (Matrix) Weight:15 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS (lb/size) 3=216/Mechanical,2=392/0-5-8 (min.0-1-8),4=19/Mechanical - - Max Horz 2=237(LC 8) Max Uplift3=-150(LC 8),2=-134(LC 8) Max Grav3=216(LC 1),2=392(LC 1),4=39(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=150, 2=134. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/-PI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Jobfuss Truss Type Qty Ply VP Custom Construction 81402781' SO01 Jack-Open 2 1 Job Reference(optional) Pro-Build Clackamas Truss,Cla mas,OR 97015-1129,Cody W.Clarke Run:7.431 s Oct 14 13 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:44 2014 Page 1 ID:BtooLOOS0iSgbDlxzL?rE7zS1 YC-QXZo?Baog5snPr04E0pp?tdgZJ7tTK5b_7gWUCzBzkb -1-6-0 1-10-15 � 1-6-0 1-10-15 1- Scale=1:7.5 .-/----- 4.00 12 ----4.0012 / j. L. Ti ----- 1'c lag , Nir 1-10-15 2-0-0 1-10-15 0-1-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TOLL 25.0 Plates Increase 1.15 TC 0.13 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0-08 Vert(TL) -0.00 2-4 >999 180 BOLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:8 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=267/0-3-8 (min.0-1-8),4=20/Mechanical,3=25/Mechanical Max Horz 2=59(LC 8) Max Uplift2=-138(LC 8),3=-11(LC 5) Max Grav2=267(LC 1),4=39(LC 2),3=25(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=138. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Wil• VP Custom Construction 81402781 SDO2 Jack-Open © 1 Pro-Build Clackamas Truss, - — Job Reference(optional) Cladcamas,OR 970151129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:44 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1YC QXZo?Baog5snPr04E0pp?tdf5,17tTK5b_7gWUCzBzkb -1-6-0 2-0-0 3-10-15 I 1-6-0 2-0-0 1-10-15 Scale=1:10.9 v i �o 4.00H2 % -------- a, r ------ to T1 2 — :5 d B1 1 X 3x4= ,/. < I- 2-0-0 I 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.16 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:11 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=128/Mechanical,2=319/0-3-8 (min.0-1-8),4=20/Mechanical — Max Horz2=89(LC 8) Max Uplift3=-62(LC 8),2=-149(LC 8) Max Grav3=128(LC 1),2=319(LC 1),4=39(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=149. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type I Qty Ply VP Custom Construction 81402781. SD03 Jack-Open �2 1 Job Reference(optional) Pro-Build Clackamas Truss,CIackamas,OR 97015-1129,Cody W.Clarke Run:7.43 s Oct 14 2013 Print:,.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:44 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-QXZo?Baog5snPr04EOpp?tda2J7tTK5b_7gWUCzBzkb -1-6-0 2-0-0 5-10-15 1-6-0 2-0-0 3-10-15 Scale=1:14.6 4.00 112- a. Q- T1 2 ' 81 1 3x4= 2-0-0 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.48 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:14 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=217/Mechanical,2=391/0-3-8 (min.0-1-8),4=20/Mechanical Max Horz 2=119(LC 8) Max Uplift3=-109(LC 8),2=-175(LC 8) Max Grav3=217(LC 1),2=391(LC 1),4=39(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)3=109, 2=175. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard -Truss Truss Type Ply VP Custom Construction B1402781 SE01 Jack-Open 2 1 Job Reference Jeptionall 2 Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 288 1 10:09:45 2014 Page I ID:BtooLOOSOiSgbDlxzL?rE7zS1YC uj7ADWbQbO_e1_bGnkK2X49gAiT6CnLICnQ301zBzka -1-6-0 1-10-15 2 ,0 1-6-0 1-10-15 0-111 Scale=1:13.4 i 7 a 8.00 12 /- / r:.' ,- .7'7.// / 2 / T1 i7 x7 7v 7 Ford 7 B1 ' co m i y .6141 1 7 / 3x4= 1-10-15 2_1TO 1-10-15 01111 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 220i195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:9 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=269/0-5-8 (min.0-1-8),4=19/Mechanical,3=23/Mechanical Max Horz 2=119(LC 8) Max Uplift2=-135(LC 8),3=-15(LC 5) Max Grav2=269(LC 1),4=39(LC 2),3=23(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=135. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job °Truss truss type • Ply VP Custom Construction 0140278/ SE02 Jack-Open 2 1 Job Reference foptional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 013 Print: .430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:45 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 VC-uj7ADWbObO_et_bGnkK2X49griT6CnLICnQ3Ofzzka 1-6-0 2-0-0 3-10-15 1-6-0 2-0-0 1-10-15 Scale=1:20.2 8.00 F2 77 (VI 7 7 N 0 N • - Ti 2 ► � 11 ►� 1 3x4= 2-0-0 H-- 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.16 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:12 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing —1 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=127/Mechanical,2=320/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=177(LC 8) Max Uplift3=-85(LC 8),2=-126(LC 8) Max Grav3=127(LC 1),2=320(LC 1),4=39(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp 8;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=126. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss I Truss Type Qty Ply VP Custom construction II B1402781 'SE03 Jack-Open 12 1 r 'Job Reference Optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.436 s Oct 141013 Print:p.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:45 2014 Page 1 ID:BtooLOOSOiSgbDIxzL?rE7zS1 YC-uj7ADWbObO_e1_bGnkK2X491iiT6CnLICnQ30fzzka -1-6-0 2-0-0 5-10-15 1-6-0 2-0-0 3-10-15 Scale=1:27.0 II'? 0 1 8.00 12 n N F t` M o d p v r T1 A - u, 1 �. / 3x4 2-0-0 2-0-0 ' LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.49 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:15 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS (lb/size) 3=216/Mechanical,2=392/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=237(LC 8) Max Uplift3=-150(LC 8),2=-134(LC 8) Max Gray 3=216(LC 1),2=392(LC 1),4=39(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=150, 2=134. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Ply VP Custom Construction 61402781 • SF01 Jack-Open 1 Job Reference(optional) Pro-Build Clackamas Truss,Cla amas,OR 97015-1129,Cody W.blarke Run:7A30 s Oct 14 2013 Print: 430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:46 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 YC-MwhYOsb2Mi6Ue8ASLRrH4Ii1 A6oLxEbuRR9dY5zBzkZ 2-0-0 2-0-10 2-0-0 0-6-10 Scale=1:10.9 8.00 12 r P t.\-1 / 1 131 111111 3x4 2-0-0 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl Ltd PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.06 Vert(LL) -0.00 1 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:6 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=99/0-5-8 (min.0-1-8),3=19/Mechanical,2=80/Mechanical Max Horz 1=59(LC 8) Max Uplift1=-5(LC 8),2=-56(LC 8) Max Gray 1=99(LC 1),3=39(LC 2),2=80(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss - Truss Type i'.)ty_--[Ply VP Custom Construction 81402781 SF02 Cody 1 ! • Pro-Build Clackamas Truss,Cla mas,OR 97015-1129, W.Clarke Run:7 4301s Oct 14 ;Job Reference(optional) cCa ---- 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:46 2014 Page 1 ID:BtooLOOSOiSgbDixzL?rE7zS1 YC-MwhYQsb2Mi6Ue8ASLRrH4Ii_E6oLxEbuRR9dY5zBzkZ 2-0-0 4-0-10 2-0-0 2-0-10 Scale=1:17.7 o 8.00112 T1 a N N 1 1 a B1 3x4 2 -0-0 1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.24 Vert(LL) -0.00 1 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:9 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=177/0-5-8 (min.0-1-8),2=158/Mechanical,3=19/Mechanical Max Horz 1=117(LC 8) Max Uplift1=-22(LC 8),2=-111(LC 8) Max Gray 1=177(LC 1),2=158(LC 1),3=39(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb)2=111. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/-PI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 'Truss Truss Type !Qty 1Ply VP Custom Construction B14027811 SF03 Jack-Open 1 1 l) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,CodyW. larke Run:7.4 B Job ReferenceOct14 20 3 MiTek I c0 s Oct 14 2013 Print:7.430 s ct 14 203 MiTek Industries,Inc. Wed May 28 10:09:46 2014 Page 1 tooLOOSOiSgbDlxzL?rE7zS1 YC-MwhYQsb2Mi6Ue8ASLRrH4liuo6oLxEbuRR9dY5zBzkZ 2-0-0 6-0-10 2-0-0 4-0-10 Scale=124.5 L1 0 d 11 8.00112 T1 OIV d) 11 11 1 d B1 3x4 2-0-0 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.59 Vert(LL) -0.00 1 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:13 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer { Installation guide._ REACTIONS (lb/size) 1=257/0-5-8 (min.0-1-8),2=238/Mechanical,3=19/Mechanical Max Horz 1=177(LC 8) Max Upliftl=-38(LC 8),2=-168(LC 8) Max Gray 1=257(LC 1),2=238(LC 1),3=39(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb)2=168. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job o-Truss Truss Type Qty Ply VP Custom Construction 81402781 Sti01 Cody W.Clarke Run:7.430 s Oct 142013 Print: , Jack-Open 1 1 ,Job Reference(optional) s r _ . Pro-Build Clackamas Truss,Cladcamas,OR 97015-1129, 7.430 Oct 14 2013 MiTek Industries,Inc. Wed May 2810:09:47 2014 Page 1 ID:BtooL0OSOiSgbDlxzL?rE7zS1 YC-g6FweCcg60ELGIkfv9NWdVEAtw8aghr2g5vA4XzBzkY -1-6-0 1-10-15 0-0 1-6-0 1-10-15 0-111 Scale=1:13.4 1 01 8.00 riy / / • 2 T1 7 __„Z' B1 Io / / / j 1 3x4= i I 1-10-15 2TOTO 1-10-15 0-1-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:9 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS (lb/size) 2=269/0-5-8 (min.0-1-8),4=19/Mechanical,3=23/Mechanical Max Horz 2=119(LC 8) Max Uplift2=-135(LC 8),3=-15(LC 5) Max Grav2=269(LC 1),4=39(LC 2),3=23(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=Ib)2=135. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply VP Custom Construction B1402781, SGO2 Jack-Open 1 1 Job Reference fgpfional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W. larke Run:7.43 $Oct 14 013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:47 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1 VC-g6FweCcg60ELGIkfv9NWdVEAKW8aghr2g5vA4XzBzkY -1-6-0 2-0-0 3-10-15 1-6-0 2-0-0 1-10-15 Scale=1:20.2 1 u, 8.00112 N (O N N T1 ~ 2 4 B1 1 3x4 2-0-0 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.16 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:12 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=127/Mechanical,2=320/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=177(LC 8) Max Uplift3=-85(LC 8),2=-126(LC 8) Max Grav3=127(LC 1),2=320(LC 1),4=39(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=126. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard j Job 'Truss Truss Type I City Ply VP Custom Construction 81402781 ISG02A Jack-Open 1 1 b 7Job Rqf t 14 0(optional) Pro-Build Clackamas Truss,Claarke Run:7.43 s Oct 14 ckamas,OR 97015-1129,Cody W.blt113 Print: 43a s(kt 4 2013 MiTek Industries,Inc. Wed May 28 10:09:47 2014 Page 1 ID:BtooLOOSOiSgbDIxzL?rE7zS1 YC-g6FweCcg60ELGIkfv9NWdVE9zW68ghr2g5vA4XzBzkY 1-6-8 3-5-7 1-6-8 1-10-15 Scale=1:17.8 I 8.00 i12 a - T1 C 6 N 1 c.1 W1I� a ,^, B1 4 3x6 1-6-8 1-6-8 Plate Offsets(X,Y): [4:0-3-8,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.24 Vert(LL) -0.00 4 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.23 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:8 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-6-8 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 OF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing j be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS (lb/size) 4=121/Mechanical,2=113/Mechanical,3=53/Mechanical Max Horz 4=97(LC 8) Max Uplift2=-84(LC 8),3=-41(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Trussriu yype Qty Ply VP Custom Construction B1402781. SK01 Jack-Open 1 Job Reference(optional) Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke Run:7.430 s D: 14to 2013 Print: bDl s Oct 14 2013 MiTek Industries, Wed May 28 10:09:48 2014 Page 1 ID:BtooLOOS0iSgbDlxzL?rE7zS1 YC-IIpIrYdIUMCuSJrTsul9jnLPwUpP85Bvlejd_zBzkX 1-10-15 -i- 0 -1-6-0 1-10-15 0-1-1 Scale=1:13.4 8.00 FII / j cNI 2 A. 1 N 1 3x4= I7 1-10-15 2)0)0 1-10-15 0-111 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stresslncr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:9 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=23/Mechanical,2=269/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 3=119(LC 8) Max Uplift3=-1(LC 6),2=-219(LC 8) Max Grav3=79(LC 8),2=269(LC 1),4=39(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=oft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=219. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job [Truss [Truss Type jOtyy -- -- PTy i VP Custom Construction 91402781 SK02 Jack-Open 1 Pro•Burd°admras frit,Clac anae,OI 97015.1129,Cody W.Clarke Run:7.430 s Oct 14 Job Reference 14 0�MiTek Industries, 1 - ,1 - _ 2013 Print:7.430 s Oct 14 2013 MiTek InInc. Wed May 28 10:09:48 2014 Page 1 ID:BtooLOOSOiSgbDlxzl?rE7zS1 YC-IIpIrYdIIJMCuSJrTsul9jnL4wUpP85Bvlejd_zBzkX -1-6-0 2-0-0 3-10-15 I 1-6-0 2-0-0 1-10-15 Scale=1:20.2 AilU m 8.00112 N tD N cf TN 1 di i 2 1 3x4= 2-0-0 I 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.16 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:12 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=127/Mechanical,2=320/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 4=177(LC 8) Max Uplift3=-85(LC 8),2=-126(LC 8) Max Grav3=127(LC 1),2=320(LC 1),4=39(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4,2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=126. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Type 'PT P Custom Construction Job iTruss runs T e Oty Y V 1402781 SK02 BPro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Cack Open 1 1 1Job Reference(optional) Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:48 2014 Page 1 ID:BtooLOOSOiSgbDlxzL?rE7zS1YC IlplrYdltJMCuSJrTsul9jnL4wUpP85Bvlejd_zBzkX -1-6-0 2-0-0 3-10-15 i ---___ 1-6-0 2-0-0 1-10-15 Scale=1:20.2 h7 n 4 '1 16 8.00 12 NN N , N cf N T1 2 � 1 o / 3x4= 2-0-0 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.16 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 , BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES I WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:12 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation_guide. REACTIONS (Ib/size) 3=127/Mechanical,2=320/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 4=177(LC 8) Max Uplift3=-85(LC 8),2=-126(LC 8) Max Grav3=127(LC 1),2=320(LC 1),4=39(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=126. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard trussrf—uss Type PIy- VP Custom Construction 1 61402781 SK01 Cody Clarke — Run:7.4301s IOct 14 2013 PPrint: .43 s Oct 14 201Job Reference 3 MiTek k Industries,Inc.Wed May 2810: Jack-Open ... , Pro-Build Clackamas Truss,Clackamas,OR 97015-1129, W. y 09:482074 Palet Sq C pl YdltJMCuSJrTsul9jnLPwUpP85BvIejd_zBzkX -1-6-0 1-10-15 2 0 0 1-6-0 1-10-15 0-1-1 Scale=1:13.4 8.0011-1 - �� / n i a2 T1 N r 01111:1111111101 ' co O 1 / / 3x4= 77 I 1-10-15 21010 1-10-15 0-1-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (Ie) I/deft lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:9 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=23/Mechanical,2=269/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 3=119(LC 8) Max Uplift3=-1(LC 6),2=-219(LC 8) Max Grav3=79(LC 8),2=269(LC 1),4=39(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=219. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply i VP Custom Construction 2781 , BPmoBu kl Clackamas Truss,Clackamas,OR Jack-Open 1 1 Job Reference(q tionaq - -- -- — --- ckamas,OR 97015-1129,Cody W.Clarke Run:7.430 s Oct 14 2013 Print:7.430 s Oct 14 2013 'Tek Industries,Inc. Wed May 2810:09:48 2014 Page 1 ID:BtooLOOSOiSgbDIxzL?rE7zS1 YC-IlplrYdltJMCuSJrTsul9jnLPwUpP85Bvlejd_zBzkX -1-6-0 1-10-15 2-0-0 I 1-6-0 1-10-15 0-1-1 Scale=1:13.4 7/ 8.0012 �' N r j - c 2 ' r N ' ' m 0 /7 1111111111 IIIIA 1 j i 3x4= 1-10-15 2TOTO ~ 1-10-15 0-1-1 ' LOADING(psf) f SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:9 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=269/0-5-8 (min.0-1-8),4=19/Mechanical,3=23/Mechanical Max Horz 2=119(LC 8) Max Uplift2=-135(LC 8),3=-15(LC 5) Max Grav2=269(LC 1),4=39(LC 2),3=23(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=135. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard N. Job Truss Truss Typey VP Custom Construction B1402781 81(04 Jack-Open Pro-Build Clackamas Truss,Clackamas,OR 97015-1129,Cody W.Clarke D:7430 0s Oct 14b2013 Print: Job a Oct12013 MiTek In -- _.Reference 7.430 s Oct 14 2013 MiTek Industries,Inc. Wed May 28 10:09:49 2014 Page 1 Sq DIxzL.rE7zS1YC-mUNh2uexedU3Wcu1OZP_iwKWgKg28bKL7POH9QzBzkW a -1-6-0 2-0-0 3-10-15 I 1-6-0 l 2-0-0 1-10-15 ' Scale=1:20.2 a 6.00 12 ,---777v - N N N T1 N 7V V 4 7 72 Is_i iii lic t i iiiii 0 id / IRA1 / 3x4= I / 2-0-0 I 2-0-0 i LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TO 0.16 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 ` Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:12 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ! MiTek recommends that Stabilizers and required cross bracing ! be installed during truss erection,in accordance with Stabilizer II Installation guide. i REACTIONS (lb/size) 3=127/Mechanical,2=320/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=177(LC 8) Max Uplift3=-85(LC 8),2=-126(LC 8) Max Grav3=127(LC 1),2=320(LC 1),4=39(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=126. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard f, —7 Job I russ truss type Oty my IVP Custom Construction I foptional) Pro-Build ro-B81402781 .Sc� 4301l s Oct 14 2013 Print:7.430 s Oct 14 2013 MiTek Industries,Inc.Wed May 28 10:09:49 2014 Page 1 D BorouikiClackamasTruss,Claa as OFt97ot5-1t29,Cody W.Clarke n t OOSOiSgbDlxzl.rE7zSlYC-mUNh2uexedU3WcutOZP_iwKWgKg28bKL7POH9OzBzkW -1-6-0 2-0-0 I 3-10-15 1-6-0 2-0-0 1-10-15 Scale-1:20.2 ;m IT 8.00,12 N N C r N / '9 O. 7 j N Ti .7 C / I".• 7 2 j 81 ' i Z7 1 7z 2-0-0 I 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.16 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:12 lb FT=10% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=127/Mechanical,2=320/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=177(LC 8) Max Uplift3=-85(LC 8),2=-126(LC 8) Max Gray 3=127(LC 1),2=320(LC 1),4=39(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=126. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard