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Plans (3) I �mov/eW RECEIVED I st NOV 3 2014 58-00-00 CITY 10-06-00 45-00 00 BUILDINGOF TIGARD 1 DIVISION ' 8 k . b, 404 ', Tlb Ta Ta Ta ma 'Eli', mP ¢ A e P a F P d a A e b n Y� a b �� . 4, O O O LC [n W h a --�-- '' _* 0 9 mil * m m I�J�lt�il l�i�j 3 �, N W (l�� W W N W J�FSo J�1(i L u 4 D6 PI m 9 m'I m ml m11 m m m m1 W' N �i o. m' mo o o 0 0 0' 014i ' JS�� • J�1 �7 CO W N N ' Da2' _ R T: JS�� _ a J�1 �3 D03' 00 --- a13D4 F01 7-10-14o y' 7-11-04 I o J�1 .5 v I g m 10-05-08 A :1 p J81307 �I .. ! Dm F02 1I - 01 'D02I 1. 1 J�o1 8 m ,I Dpi G02_ I. _..1�: --1 NII ' I J 0 ,,3-11 04 1 I I 1 o 3 I N i' L 4 b ` JBo7 00 1 J04 7-10-14 ". I 1 ', J 0� 1 I "' ep : 1 8 al -i 104 so's r.3 8 - JB05, 0 IH�� 0 ilio -:07 t 1 J8u4'1 1. I�i� 1 ' 1 1 1 1, sto • II' o f 1 •I 10 0 '6.8J 09 I 0 JB03 F —O N' 1 o .—_��y11-Oa - -_ - -.1 B02 v o i �j, x1� ,JB01 1 01W - AO ` 0 111' t i i *sem p 0 AO 0 0. ® -s NI �- 1� 7 _ AO 3 b �JAS03 ,, 11 11; X114503 1 $ P .__ -- - _--_ 1 8 8 JASff fi _ ! JAS02 ' LI, IASl LJS1 '_ I y ,— _ L SLY rrr- LeLt - z z _ -f— >I D D D D D D D DD; f , 8 D D W N LI � 1 2 F W p, UIQ 8, �by, _� OIO OpOe OR Op -. i 8-00-00 41-06-00 4-06-00 4-00-00 -: , y 58-00-00 OFFICE COPY Client: Timberidge Development Quote#: �� Plan : Nguyen 14-OTO952 vi 1i55U St �ennrrer yt Sales O�car Trigueros x131 Order #: �???] PRE(1SION TRUSS s LUMBER ] ] I Clackamas, OR 97015Agir / Site (503) 656-2983 Pitch: 6/12 Loading: 25-7-0-10 (503) 656-2647 ....lir Overhang 24" Date: 05/21/14 09:41:36 --' 11111, MiTek`R' MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: 14-0T0952 Fax 916/676-1909 Timberidge Development The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Precision Roof Trusses, Inc. Pages or sheets covered by this seal: R42044071 thru R42044168 My license renewal date for the state of Oregon is December 31,2014. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ccOPE�i r • yQb OREGI 0ti0 Uq RY 12' n-\ O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 Ong,Choo Soon The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. ilob ' Truss Truss Type Qty Ply Timberidge Development R42044071 i 14-070952 A01 CAL HIP 1 2 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:23 2014 Page 1 I D:s4N U8w4U Bwvaok VwpRCyfnzEI CD-YRjkJxXR8RFXE RMVsBoYOCzJ79hjTuEJr9tpQkzEGdE -2-0-0 i 7-5-4 7-101-3 14-1-2 1 17-5-1 I 20-9-0 i 24-0-15 1 27-4-14 1 33-7-13 34 112 41-6-0 43-6-0 I ' 2-0-0 7-5-4 0-4-15 6-2-15 3-3-15 3-3-15 3-3-15 3-3-15 6-2-15 0-4-15 7-5-4 2-0-0 Scale=1:78.6 2x3 I'' 5x7 6.00�2 3x4 = 2x3 I 3x4 = 3x6= 3x4 = 5x7 3 4 5 6 7 8 9 10 v 20...''' '.\I\/111111\\/\\/\/ 11 m ri 72 1 /t t 12F- 3x8 = 16 19 18 17 20 15 3x8 = 14 13 21 3x5= 3x10 M18SHS = 308 305 = 3x8 II 3x10M18SHS= 10-9-3 { 17-5-1 24-0-15 I 30-8-13 I 41-6-0 I 10-9-3 6-7-14 6-7-14 6-7-14 10-9-3 Plate Offsets(X,Y)-- [2:0-8-4,0-0-10],[3:0-2-4,0-2-8],[10:0-2-4,0-2-8],[11:0-8-4,0-0-10],[13:0-1-8,0-1-81[18:0-1-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.95 Vert(LL) -0.51 15-16 >965 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.99 Vert(TL) -1.27 15-16 >388 180 M18SHS 220/195 BCLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(TL) 0.32 11 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:366 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.18&Btr G TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(3-4-9 max.):3-10. WEBS 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 9-6-6 oc bracing. REACTIONS. (lb/size) 2=4146/0-5-8 (min.0-2-3),11=4146/0-5-8 (min.0-2-3) Max Horz 2=-80(LC 6) Max Uplift2=-708(LC 4),11=-708(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-7870/1683,3-4=-9011/1745,4-5=-11463/2297,5-6=-11463/2297,6-7=-11463/2297, 7-8=-11463/2297,8-9=-11463/2297,9-10=-9011/1745,10-11=-7870/1683 BOT CHORD 2-19=-1453/6938,18-19=-1453/6938,17-18=-2150/10646,16-17=-2150/10646, 16-20=-2346/11729,15-20=-2346/11729,14-15=-2114/10646,13-14=-2114/10646, 13-21=-1416/6938,11-21=-1416/6938 WEBS 3-18=-372/3137,4-18=-2524/753,4-16=-149/1241,6-16=-440/198,6-15=-440/198, 9-15=-149/1241,9-13=-2524/753,10-13=-372/3137,5-16=-337/134,8-15=-337/134 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: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 . D P R AFF connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. `� s.' 3)Unbalanced roof live loads have been considered for this design. ��\�j tJG I N ESR /�� 4)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4140 P E 9r 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. all" 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 v 40 O fit between the bottom chord and any other members. -9'OREG• 1 O^ 9)A plate rating reduction of 20%has been applied for the green lumber members. 0 0 RY 1 Z,2 0. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=708, AA.,Lir-, 0� 11=708. SOON 11)Girder carries hip end with 7-11-4 end setback. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Digital Signature 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)545 lb down and 272 lb up at EXPIRATION DATE: 12-31-14 34-1-9,and 545 lb down and 272 lb up at 7-4-7 on top chord. The design/selection of such connection device(s)is the responsibility or7flothers. May 21,2014 C • WAHNIN3 Vrray drupe pall ann'it,awl HI AD NO II 5 ON IRIS AND IMI UM Mi IFH HFFIHFMI PAGE NII/4/S.s'.1/19/'014MUM I1SF Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Mil. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)krnber is specified.the design values are those efecciw 06/01/2013 by ALSC fob * 'Truss Truss Type Qty Ply I Timberidge Development R42044071 14-070952 401 CAL HIP 1 2 ;Job Reference(optional) • PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc Wed May 21 11:02:23 2014 Page 2 I D:s4NU8w4UBwvaokVwpRCyfnzEI CD-YRjkJxXR8RFXERMVsBoYOCzJ79hjTuEJr9tpkzEGdE LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-10=-152,10-12=-64,2-11=-47(F=-27) Concentrated Loads(Ib) Vert:3=-545 10=-545 A WARNING Vruty rteuyx yer.iuo WI a.esd RI Al)MI II SON:HIS AND IMI11UN1 MI lFN NM HMI PAGE-NII /4/f At,r.1119/1014 11t-Mi1ff Uhf Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)ku nber is specified.the design values are those effective 06/01/2013 by ALSC Aab Truss Truss Type Qty Ply Timberidge Development R42044072 14-0T0952 A02 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:24 2014 Page 1 I D:s4N U8w4UBwvaokVwpRCyfnzEl CD-1 dG6WHY3vkNOsbxh PvKnwP WYAZ5XCI rS4pdNyAzEGdD I-2-0-0 I 7-5-4 1 9-10-3 I 14-1-2 i 20-9-0 I 27-4-14 1 31-7-13 i 34-0-12 1 41-6-0 43-6-0 1 2-0-0 7-5-4 2-4-15 4-2-15 6-7-14 6-7-14 4-2-15 2-4-15 7-5-4 2-0-0 Scale=1'.78.6 5x6% 10 6.00 12 4 3x7= 5x6 3 3x4 = 3x4 = 3x4 = 0. at 0 19 7 20 /(AAINis\6, 2 11 ci t1 : 12Igo 18 --- 17 16 15 14 13 ' 4x5 = 4x5 = 3x4 = 3x8 M18SHS= 3x4= 3x4=- 3x4 3x4= 3x8 M18SHS = 10-9-3 1 17-5-1 I 24-0-15 1 30-8-13 41-6-0 10-9-3 6-7-14 6-7-14 6-7-14 10-9-3 Plate Offsets(X,Y)-- [3:0-0-14,0-2-8],[9:0-0-14,0-2-8],[13:0-1-8,0-1-8],[18:0-1-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 i Plates Increase 1.15 TC 0.61 Vert(LL) -0.40 15-16 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.76 Vert(TL) -1.05 15-16 >467 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.39 Horz(TL) 0.27 11 n/a n/a BCDL 10.0 • Code IRC2009/TPI2007 (Matrix) Weight:180 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(2-7-15 max.):3-9. WEBS 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-2-4 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) 2=1901/0-5-8 (min.0-2-0),11=1901/0-5-8 (min.0-2-0) Max Horz 2=-83(LC 3) Max Uplift2=-246(LC 4),11=-246(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3263/530,3-19=-3683/588,5-19=-3684/588,5-6=-4661/696,6-7=-4661/696, 7-8=-4661/696,8-20=-3684/589,9-20=-3683/589,9-11=-3263/530 BOT CHORD 2-18=-483/2814,17-18=-654/4364,16-17=-654/4364,15-16=-661/4855,14-15=-571/4364, 13-14=-571/4364,11-13=-400/2814 WEBS 3-18=-133/1365,5-18=-1101/295,5-16=-57/516,6-16=-358/148,6-15=-358/148, 8-15=-57/516,8-13=-1101/295,9-13=-133/1365 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �� P R�F 3)Provide adequate drainage to prevent water ponding. Q. 6- 4)All plates are MT20 plates unless otherwise indicated. �\c ' NG I N EF `ss'/O2 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 19 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 441 y fit between the bottom chord and any other members. .40 P E T 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)2=246, 11=246. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ��OREG40^O LOAD CASE(S) Standard C�yOCilRY 12, OAC? O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 t A WARNING Vrrrly Jrsuye NI Milt'ttvsJIM;RI AD M)11 S UN MIS AND IMJ 11D11)M11FR R1FIRFM2 F'AGF NI I /4I urn-2/19/1!1!4 MOW UV �� Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,qualify control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,051.89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Satisfy Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)kanber b specified,the design vetoes are those elen:tiee 06/01/2013 by ALSC i Jog, Truss Truss Type Qty Ply Timberidge Development R42044073 14-070952 A03 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER.INC.,CLACKAMAS,OR.97015 7.510 s Jan 20 2014 MiTek Industries,Inc. Wed May 21 16:16:51 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzEICD-1 eIM?x7of ktxbUMiS8nOaQkUzNDHFBWXeQDf7zECOQ -2-0-0 7-5-4 3-3-7-5-4 -1153 11�4-p 0-6-1`3 12-9-2 I 6-7-1420--1 0 I 6-7-14 27-4-14 I 30-18-13 2-9-2 0-6-3 3315 12 I 7-5-40 1 20-00 Scale=1.76.7 2x4 H 2x4 1 I 5x5 = 4 6 12 13 6.00 112 3x6 — � _ 2'7 5x5 = 3 Ida II — - 3x4 = 3x4 = 3x4 1'1,111..... o ► 6 -a m /` /29 \is8 to - 7 11/•/` 1 2 , ::\ ® 1a-21 o>; , 15-1R 15 Im lc"/ 22 21 20 19 18 17 "� 3x4 = 3x8 M18SHS = 3x4= 3x4= 4x5 = 4x5 = 3x4 = 3x8 M18SHS = 10-9-3 I 17-5-1 I 24-0-15 I 30-8-13 I 41-6-0 I 10-9-3 6-7-14 6-7-14 6-7-14 10-9-3 Plate Offsets(X,Y): [2:0-1-4,Edge],[3:0-0-8,0-2-4],[14:0-0-8,0-2-4],[15:0-1-4,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.89 Vert(LL) -0.42 19-20 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.71 Vert(TL) -0.89 19-20 >559 180 M18SHS 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(TL) 0.22 15 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix-M) Weight:189 lb FT=0% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(2-8-0 max.):3-14. WEBS 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 9-5-3 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=1879/0-5-8,15=1879/0-5-8 Max Horz 2=-97(LC 6) Max Uplift 2=-207(LC 5),15=-207(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3163/346,3-5=-3561/426,5-29=-3565/428,7-29=-3565/428,7-8=-4610/547, 8-9=-4610/547,9-10=-4610/547,10-30=-3565/428,11-30=-3565/428,11-14=-3561/426, 14-15=-3163/346 BOT CHORD 2-22=-301/2741,21-22=-483/4322,20-21=-483/4322,19-20=-504/4785,18-19=-416/4322, 17-18=-416/4322,15-17=-234/2741 WEBS 3-22=-110/1342,7-22=-1178/262,7-20=-47/537,8-20=-367/144,8-19=-367/144, 10-19=-47/537,10-17=-1178/262,14-17=-110/1342 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 A . Sc.,P R OFFS 3) Provide adequate drainage to prevent water ponding. GjA GINE S/ 4)All plates are MT20 plates unless otherwise indicated. C, - CGN FR �2 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 Q '8 40 P E 9t' will fit between the bottom chord and any other members. ' 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 207 lb uplift at joint 2 and 207 lb uplift at joint 15. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. v 400 O y ORE IF N 0 .1/0,i Yj22 c, L. SOONO Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 I I A WARNING yvlyrk•sryn paraarr&n and RI AV NO II SON INISANII WILMA!)MI If Hf1-144M3 PAW MII /411,,'e.1//9/1f/i4 Off(Mf-f/.5F em Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1111 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Sosrthern Pane(SP)lumber b specified.the design aelues are those effective 06/01/2013 by ALSC tab Truss Truss Type Qty Ply Timberidge Development R42044074 14-070952 801 CAL HIP 1 3 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02'27 2014 Page 1 I D:s4N U8w4UBwvaokVwpRCyfnzEl CD-RCyF9layCflzj2gG51 tUY283An8dPdrumnrl ZVzEGdA I -2-0-0 t 7-5-4 7- 01-3 15-1-12 i 18-0-12 j 22-10-4 I 30-1-13 30-8112 37-10-0 2-0-0 7-5-4 0-4-15 7-3-9 2-11-0 4-9-8 7-3-9 0-4-15 7-34 Scale=1:71.2 5x5% 3x4 = 3x4= 2x4 I I 3x6= 5x5 6.00 12 3 4 5 6 7 : ,..., 2 \,7\4 \/ v co 13 12 11 10 3x5 = 3x4 = 3x8 M18SHS= 3x4 = 4x5 = 5x9= 11-3-8I i 18-0-12 I 26-8-8 I 37-10-0 11-3-8 6-9-4 8-7-12 11-1-8 Plate Offsets(X,Y)-- [3:0-0-4,0-2-8],[8:0-0-4,0-2-8],[10:0-1-12,0-1-8],[12:0-4-8,0-3-0],[13:0-1-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.62 Vert(LL) -0.32 10-12 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.67 Vert(TL) -0.78 10-12 >579 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.56 Horz(TL) 0.19 9 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:475 lb FT=0% 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 2-0-0 oc purlins(6-0-0 max.):3-8. WEBS 2x4 DF Std G`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W3:2x6 DF No.2 G REACTIONS. (lb/size) 9=4234/0-3-8 (min.0-1-8),2=3551/0-5-8 (min.0-1-8) Max Horz 2=98(LC 5) Max Uplift9=-522(LC 3),2=-425(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-6821/922,3-4=-8575/1126,4-5=-12856/1734,5-6=-12856/1734,6-7=-12856/1734, 7-8=-9814/1290,8-9=-8368/1133 BOT CHORD 2-13=-813/6003,12-13=-1519/11278,11-12=-1600/11951,10-11=-1600/11951, 9-10=-954/7405 WEBS 3-13=-440/3817,4-13=-3836/642,4-12=-317/2569,7-12=-127/1188,7-10=-3073/560, 8-10=-403/3563,5-12=-258/54 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-4-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-5-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASES)section.Ply to ply �E� P R OFF connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �� G]N Suri 3)Unbalanced roof live loads have been considered for this design. \� �N F,4 �� 4)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.ll;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 t . 8 e 40 P E �r 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 411, O fit between the bottom chord and any other members. -9A 0 R E •N O� 9)A plate rating reduction of 20%has been applied for the green lumber members. &9 RY 12,2 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=522, yO O� 2=425. O S O ON 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)545 lb down and 77 lb up at Digital Signature 30-3-15 on top chord,and 2176 lb down and 308 lb up at 18-0-12 on bottom chord. The design/selection of such connection device(s) fEXPI RATION DATE: 12-31-14 is the responsibility of others. r4. A,Q,CAUFS,1,Standard May 21,2014 t 1 A WARNIM; Vewty dr sryu pall enu'trvs.ind 121A1.,h1)If UN If I S AM IM)1)1111)MMR X1FfKl-MJ AAiiF Mi I /4/I'vv.1/29//014 IR IV IJV Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights.CA,95610 It Southern Pine ISP)turnber is specified,d»design wales are those effective 06/01/2013 by ALSC • Truss Truss Type Qty Ply Timberidge Development 3 R42044074 14-070952 901 CAL HIP 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02.27 2014 Page 2 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-RCyF9layCflzj2gG51 tUY283An8dPdrumnrl ZVzEGdA LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,5-8=-159(F=-95),8-9=-64,12-17=-20,12-14=-50(F=-30) Concentrated Loads(Ib) Vert:12=-2176(F)8=-545(F) A WARNIM-I Vrury rhuyx ya+duc'it,awl RI AL NU if 5 UN MIS ANL MINIM/MI!MR KEEENEM}PAUl MI1 /4/I+vv.1/19/1014 MOW(N Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. ' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing fo insure stability during construction is the responsibillity of the MIT***erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified.the design values at.those elective 06/01/2013 by ALSC • 73'ob Truss Truss Type Qty Ply Timberidge Development R42044075 14-070952 B02 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:28 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-vOWdMebazztgKCFTekOj5FgCDAUP84Z2?Rba6yzEGd9 1 -2-0-0 i 7-5-4 , 9-10-3 i 15-1-12 I 22-10-4 28-1-13 130-6-12 , 37-10-0 2-0-0 7-5-4 2-4-15 5-3-9 7-8-8 5-3-9 2-4-15 ' 7-3-4 Scale=1:71,1 5x5% 4 3x4 = 9 6.00 112 3x6 5x5 3 3x4— ...t 21 .. ra-i 7, �' 6 22 u: d: v 2 10 .m ill 14 13 12 11 3x4= 3x8 M18SHS= 3x4 = 4x5 —3x8= 3x4= 1 11-3-8 18-0-121�9-0-Q 26-8-8 37-10-0 I 11-3-8 6-9-4 0-11-4 __.7-8-8 11-1-8 Plate Offsets(X,Y)-- [2:0-4-12,0-1-8],[3:0-0-2,0-2-8],[8:0-0-2,0-2-8],[10:0-1-12,0-2-0],[11:0-1-12,0-1-8],[14:0-1-12,0-1-8] 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) -0.30 13 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.70 Vert(TL) -0.85 11-17 >535 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr YES I WB 0.53 Horz(TL) 0.19 10 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 1 (Matrix-M) Weight:157 lb FT=0% I LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(2-8-6 max.):3-8. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1609/0-3-8 (min.0-1-11),2=1759/0-5-8 (min.0-1-14) Max Horz 2=109(LC 4) Max Uplift10=-197(LC 3),2=-213(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2899/488,3-21=-3283/525,5-21=-3289/524,5-6=-4008/581,6-7=-4008/581, 7-22=-3313/519,8-22=-3306/520,8-10=-2924/482 BOT CHORD 2-14=-474/2506,13-14=-619/3936,12-13=-539/3944,11-12=-539/3944,10-11=-376/2534 WEBS 3-14=-102/1202,5-14=-988/282,7-11=-979/289,8-11=-104/1195 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;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. F s 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q.�D PR OF 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 \c0� NUNE, 'S'/O fit between the bottom chord and any other members. R 1 7)A plate rating reduction of 20%has been applied for the green lumber members. -9 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=197, 8 y 40 P E t" 2=23. dr9)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 .- ORE i 'gyp 06., —IR Y 12-ZOtJ0 k_iO SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 t I A WARNING Vaal Tdrsrge pJrnn+e•tt'rs and 10 AU NU 11 SUN t1115 MU MU Ml 11-K KFFFKFM.7-PAR Mn 1411 rev.l/L9/LOldltfiGlf}USF .�� Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,058.89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified.the design values am those effective 06/01/2013 by ALSC A lob Truss Truss Type Qty Ply Timberidge Development R42044076 14-0T0952 B03 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:29 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-Nb4?a_bCkH?gyMgfCSvydTDNFapmtX_BD5K8eOzEGd8 1 -2-0-0 7-5-4 i 11-7-11 11-1p-815-1-1z 1 22-10-4 I 26-1-13 264-5 30-6-12 i 37-10-0 2-0-0 7-5-4 4-2-7 0-2-8 3-3-9 7-8-8 3-3-9 o--8 4-2-7 7-3-4 Scale=1:71.1 2x3 II 112x3 II 4 6 12 3x4 = 5x5:4•••••••••••ef6OD� 3x6- 2 5x5J32 3 I 1 3x4= 1,11 25 8 26 1,1 '16\ v n /111111111111 14 ] m, 2 v 18 17 16 15 ICo 3x4= 3x8 M18SHS= 3x4 = 4x5 —3x8 3x4= F 11-3-8 18-0-12 119-0-p 26-8-8 37-10-0 11-3-8 6-9-4 0-11-4 7-8-8 11-1-8 Plate Offsets(X,Y)-- [2:0-4-12,0-1-8],[3:0-0-2,0-2-8],[13:0-0-2,0-2-8],[14:0-1-12,0-2-0],[15:0-1-12,0-1-8],[18:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.32 17 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.69 Vert(TL) -0.85 15-21 >537 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.52 Horz(TL) 0.19 14 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:168 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(2-8-14 max.):3-13. Except: WEBS 2x4 DF Std G 1 Row at midpt 3-5,10-13 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) 14=1583/0-3-8 (min.0-1-11),2=1733/0-5-8 (min.0-1-14) Max Horz 2=118(LC 5) Max Upliftl4=-119(LC 6),2=-205(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2854/267,3-5=-3240/328,5-25=-3243/329,7-25=-3243/329,7-8=-3967/386, 8-9=-3967/386,9-26=-3267/328,10-26=-3267/328,10-13=-3264/327,13-14=-2879/265 BOT CHORD 2-18=-262/2469,17-18=-401/3894,16-17=-325/3902,15-16=-325/3902,14-15=-179/2498 WEBS 3-18=-71/1175,7-18=-960/246,9-15=-948/252,13-15=-72/1168 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;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. c?.cu P R ores, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. c ' GINE s/ 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 ,....,N -' F9 �.. fit between the bottom chord and any other members. y 7)A plate rating reduction of 20%has been applied for the green lumber members. ' 8 .40 P E 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)14=119, 2=205. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. cD LOADCASE(S) Standard y ORE 'N 0y0�1 R 12—ZOr1� O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 t J AWARNIM: V<vrlyrhsrgnpar, IV!sowl RIAll MMUS(1N!HIS AND 1M]UbNIMIUKRftH.N(.}PAW.MII /4/irn'W..I/19/1014Off CMI-US! iillem. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,qualify control,storage,delivery,erection and bracing,consult ANSI/TPIS Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine ISP)lumber is spec ivied,the design aakres ate those elective 06/01/2013 by ALSC A • lob Truss Truss Type Qty Ply Timberidge Development I R42044077 14-0T0952 B04 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:30 2014 Page 1 I D:s4 N U 8w4 U Bwva ok Vwp R Cyf n z E I C D-rne N n Kcq U a7 X a W P rm9Q BAg m Y E_Brc7 N L S I4 hAq z E G d 7 2-0-01 7-5-4 11-7-11 13-10-315-1-1 22-1022-10-41-1 26-4-5 30-6-12 37-10-0 2-0-0 7-5-4 4-2-7 2-2-8 I1-3-9� 7-8-8 1-3-9 2-2-8 4-2-7 7-3-4 Scale=1:71.2 11 2x3 II 6 2x3 II 6.00 112 5.5-, 4 3x4 = 12 3 2 1.:.H I 3x4= 3x6— ,. 5x5 r 19 8 20 vv 6 4/41N%%4141411411N414 d).- 2 i 2 :, m 1 , 1e( -. IL I, 18 17 16 15 4x5 = 3x4= 3x8 M18SHS= 3x4= 3x4 = I 11-3-8 I 18-0-12 1?-0- 26-8-8 I 37-10-0 11-3-8 6-9-4 0-11 7-8-8 11-1-8 Plate Offsets(X,Y)-- [2:0-2-9,0-1-8],[3:0-0-2,0-2-8],[13:0-0-2,0-2-8],[15:0-1-12,0-1-8],[18:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.76 Vert(LL) -0.31 2-18 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.76 Vert(TL) -1.04 2-18 >433 180 M18SHS 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.21 14 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:175 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(2-7-6 max.):3-13. Except: WEBS 2x4 DF Std G 1 Row at midpt 3-5,10-13 BOT CHORD Rigid ceiling directly applied or 8-8-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1602/0-3-8 (min.0-1-11),2=1753/0-5-8 (min.0-1-14) Max Horz 2=136(LC 4) Max Upliftl4=-161(LC 6),2=-260(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2953/339,3-5=-3378/468,5-19=-3379/468,7-19=-3379/468,7-8=-4040/514, 8-9=-4040/514,9-20=-3388/468,10-20=-3388/468,10-13=-3387/468,13-14=-2940/340 BOT CHORD 2-18=-366/2544,17-18=-572/3981,16-17=-449/3983,15-16=-449/3983,14-15=-248/2553 WEBS 3-18=-103/1156,7-18=-843/290,7-17=-123/287,9-17=-125/290,9-15=-842/282, 13-15=-103/1156,4-5=-294/175,10-12=-291/175 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 E S 3)Provide adequate drainage to prevent water ponding. , p PROF F 4)All plates are MT20 plates unless otherwise indicated. cp G]N F ( d 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. c - -' F'9 �� 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 y fit between the bottom chord and any other members. ' 8 .e 40 P E 1 7)A plate rating reduction of 20%has been applied for the green lumber members. lir 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)14=161, / 2=260. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. .1'4,OR •N O^p LOAD CASE(S) Standard 0i9 &'1 R 12' O�0 O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 t f ifil... A WANNIM; Vevd y rrrsryu paranhrh'r s and N!Al)NO 1!S(1N MIS AND NMI 014-1)MI ItI NtfENEM.t PAi,t N11 /4/1 nrr.1/19/1014 I1tWill USt . Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the Mirek- erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified.the design rakers are those ellecrive 06/01/2013 by ALSC _J Sob Truss Truss Type Qty Ply Timberidge Development R42044078 14-0T0952 B05 CAL HIP 1 1 JJob Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11.02:32 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzEI CD-o918C0e4OCNFppYEtaTfF5rthoq P4u7ew3ZoFjzEGd5 15-10-3 22-10-4 -22:00 i _. 7-5-4 i 11-7-11 i_ 15-1-12 1517-1) 22-1-13 221j-51 26-4-5 I 30-6-12 I 37-10-0 I 7-5-4 4-2-7 3-6-1 0-5-15 6-3-10 0--8 3-6-1 4-2-7 7-3-4 0-2-8 0-5-15 Scale=1.70.8 6.00 12 2x3 I11 2x3 11 8 9 12 2x3 3x6% 2x3 II 6 14 :.8 ,1 5x5 i 4 0 Myam.,3x6= 5x5 ,0 3 6x: I I lo ri 4 s0- 60- .-. 15 rsa -�. m - X2x3 I'� N2x3 0 17 2 r, r 3x6 21 20 19 18 4x5= 3x4 = 3x8 M18SHS= 3x4= 3x4= 1 11-3-8 I 18-0-12 119-0-St 26-8-8 37-10-0 I 11-3-8 6-9-4 0-11-4 7-8-8 11-1-8 Plate Offsets(X,Y)-- [2:0-2-9,0-1-81[3:0-0-2,0-2-8],[7:0-3-0,0-1-12],[10:0-3-0,0-1-12],[16:0-0-2,0-2-8],[18:0-1-12,0-1-8],[21:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.83 Vert(LL) -0.31 2-21 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.76 Vert(TL) -1.03 2-21 >434 180 M18SHS 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(TL) 0.20 17 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:191 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(2-9-13 max.):3-16. Except: WEBS 2x4 DF Std G 2 Rows at 1/3 pts 3-7,10-16 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) 17=1577/0-3-8 (min.0-1-11),2=1728/0-5-8 (min.0-1-13) Max Horz 2=139(LC 5) Max Uplift17=-145(LC 6),2=-244(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2890/273,3-5=-3304/403,5-7=-3305/403,7-22=-3950/443,22-23=-3950/443, 10-23=-3950/443,10-13=-3315/432,13-15=-3315/432,15-16=-3314/431, 16-17=-2877/300 BOT CHORD 2-21=-256/2486,20-21=-346/3894,19-20=-274/3896,18-19=-274/3896,17-18=-195/2494 WEBS 3-21=-20/1118,7-21=-815/210,7-20=-167/328,10-20=-169/329,10-18=-803/202, 16-18=-19/1120 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right ,(c�E F p P R o FSS exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. �cNG I N E /- 4)All plates are MT20 plates unless otherwise indicated. C?Q �,,2..‘ R 2 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. y 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 • -•40 P-E f 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)17=145, 2=244. (...-- ORE/N ^O 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -9,L O C(. &-IRY 12,2 �� LOAD CASE(S) Standard OO SOON O Digital Signature _ EXPIRATION DATE: 12-31-14 May 21,2014 i F A WARNING Vrrdly druya pmewrters earl Al Al)Ml 111,UN MIS ANL 151101.41)MI UR R1t1RFN7 PAGI-Mit /4/1 u•r,1/19110149tIONF IN -�� Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Crtieda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified,the design wines are those efecvve 06/01/2013 by ALSC A Sob Truss Truss Type Qty Ply Timberidge Development R42044079 14-0T0952 B06 CAL HIP 1 1 ,Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:34 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-kYtudiftYpdz27ic??V7KWwEwbVaYnAwNN2vJbzEGd3 17-10-3 22-10-4 -2-0-0 1 7-5-4 1 11-7-11 1 15-1-12 15-j7-11 1 20-1-13 1 22-4-5 i 1 26-4-5 1 30-6-12 I 37-10-0 1 ' 2-0-0 7-5-4 4-2-7 3-6-1 0-5-15 2-2-8 2-3-10 2-2-8 0-5-15 3-6-1 4-2-7 7-3-4 6.00 12 Scale=1'.72.1 11 2x3 II 9 2x3 II 3x6% ! 12 2x3 6, , 2x3 'I 4 ss i 8 14 3x6 5x5 3x6 = 16 5x5 • 3 1a �17 4 Z• �r - X15a ,. 6x: 23 24 \,(3 0 18 ; 2 ., r:, r, imi R. I21 3x6 22 21 20 19 4x5= 3x4= 3x8 M18SHS = 3x4 —3x4= I 11-3-8 I 18-0-12 119-0-Q 26-8-8 37-10-0 I 11-3-8 6-9-4 0-11-4 7-8-8 11-1-8 Plate Offsets(X,Y)-- [2:0-2-9,0-1-8],[3:0-0-2,0-2-8],[7:0-3-0,0-1-12],[10:0-3-0,0-1-12],[17:0-0-2,0-2-8],[19:0-1-12,0-1-8],[22:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.31 2-22 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.77 Vert(TL) -1.05 2-22 >428 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.52 Horz(TL) 0.21 18 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:197 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(2-10-12 max.):3-17. Except: WEBS 2x4 DF Std G 2 Rows at 1/3 pts 3-7,10-17 BOT CHORD Rigid ceiling directly applied or 8-7-14 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=1756/0-5-8 (min.0-1-14),18=1605/0-3-8 (min.0-1-11) Max Horz 2=161(LC 4) Max Uplift2=-294(LC 5),18=-195(LC 6) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2947/377,3-5=-3409/600,5-7=-3409/600,7-23=-4090/727,23-24=-4090/727, 10-24=-4090/727,10-13=-3419/628,13-15=-3419/628,15-17=-3418/628, 17-18=-2934/403 BOT CHORD 2-22=-334/2536,21-22=-578/4034,20-21=-519/4036,19-20=-519/4036,18-19=-286/2544 WEBS 3-22=-140/1180,7-22=-876/321,7-21=-223/385,10-21=-226/386,10-19=-865/315, 17-19=-136/1182,7-8=-344/181,10-12=-347/181 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise);cantilever left and right ��E F P R 0 FS exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. \�� NG[(�LrF �jO 4)All plates are MT20 plates unless otherwise indicated. C? �G 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. y 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 8 .40 P E fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. e 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=294, 18=195. v I. O 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -7 ORE •N .. O 0 0'1 LOAD CASE(S) Standard 1yO R Y 12'� � � O SOON Digital Signature ' EXPIRATION DATE: 12-31-14 May 21,2014 1 F • A WARNIM; V,•uly rIr-uyu ydndm0a45.1arl 121 All M)IIS(1N 1NlS ANI)IMl(N1F1)MI UN HFFFRFM-F PAI1F MI I /4/f urn-I/19/10148FHJRF USF �� : Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown ' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified.the design values are those efectinre 06/01/2013 by ALSC .fob Truss Truss Type Qty Ply Timberidge Development R42044080 14-0T0952 B07 MOD.QUEEN 2 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11,02:35 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzEl CD-CkRGq 1 gzJ7lggHHpZjOMtkTTB?r1HD24c1 nSr2zEGd2 I -2-0-0 I 6-8-5 12-10-3 I 19-0-0 25-1-13 I 31-3-11 I 37-10-0 2-0-0 6-8-5 6-1-13 6-1-13 6-1-13 6-1-13 6-6-5 Scale=1:70.1 ' 5x5 = 6.00 i 6 3x4 % 3x4 5 7 3x6 3x6 2x3 •:,‘ 4 8 2x3 /i 3 sa ♦y 9 10 in 2 4x5 = 14 15 16 13 12 17 18 11 34 = 3x4 = 3x8 M18SHS = 3x4 = 3x8 = 9-9-4 19-0-0 28-2-12 I 37-10-0 9-9-4 9-2-12 9-2-12 9-7-4 Plate Offsets(X,Y)-- (10:0-0-0,0-0-2) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.49 Vert(LL) -0.32 13-14 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 I BC 0.71 Vert(TL) -0.64 13-14 >701 180 M18SHS 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:178 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-2-0 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 WEBS 1 Row at midpt 5-13,7-13 MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1862/0-5-8 (min.0-2-0),10=1711/0-3-8 (min.0-1-13) Max Holz 2=162(LC 5) Max Uplift2=-251(LC 5),10=-152(LC 6) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3222/273,3-4=-2939/231,4-5=-2847/248,5-6=-2083/236,6-7=-2083/230, 7-8=-2854/274,8-9=-2947/253,9-10=-3211/302 BOT CHORD 2-14=-284/2776,14-15=-168/2296,15-16=-168/2296,13-16=-168/2296,12-13=-76/2298, 12-17=-76/2298,17-18=-76/2298,11-18=-76/2298,10-11=-202/2782 WEBS 3-14=-338/168,5-14=-0/588,5-13=-762/195,6-13=-83/1382,7-13=-766/205, 7-11=-23/602,9-11=-340/182 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. ( kC- PR OFFS+ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. c ' G I►�E S, 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 r— 'C FR �2 fit between the bottom chord and any other members,with BCDL=10.0psf. Q� -7 6)A plate rating reduction of 20%has been applied for the green lumber members. .40 P E ._ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=251, �� 10=152. LOAD CASE(S) Standardv 40 O y OREG• , 0d'y �qRY 12-‘ \4c, O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 A WARNIMi Vwslydrssyu pawnrt'bers aur/RI AD NU II SON MI5 ANI)INIMAP MI IFR RtffRIMJ MAGI MI /4/I rrr.I/19//014BF M Uhf milmo• Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the e erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pin.(SP)lumber is specified the design values are these effective 06/01/2013 by MSC • lob Truss Truss Type Qty Ply Timberidge Development R42044081 14-0T0952 608 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02.36 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCo-gx?f2Nhb4QuhlRs?6QXbPx?aPPA2OhgDghX?OUzEGd1 17-10-3 22-10-4 -2-a0 7-5-4 1 11-7-11 I 15-1-12 1517-11 1 20-1-13 1 22-4-5 I I 26-4-5 I 30-6-12 1 37-10-0 2-0.07-5-4 4-2-7 3-6-1 0-5- 5 2-2-8 2310 2-2-8 a5-15 3-6-1 4-2-7 7-3-4 6.00 12 Scale=1:72.1 11 2x3 I I 9 2x3 I I 12 3x6% 8 00 2x3 1I 6 2x3 4 t' 14 3x6 5x5 - ------ 11 3x6 = `'7ip 117\ 3,4 - 5 mut 6x= � INF 18 IS, 41\lirr 2 I 1 3x6 i 22 21 20 19 4x5'= 3x4 = 3x8 M18SHS= 3x4 —3x4= I 11-3-8 I 18-0-12 1p-0-5) 26-8-8 37-10-0 I 11-3-8 6-9-4 0-11-4 7-8-8 11-1-8 Plate Offsets(X,Y)-- [2:0-2-9,0-1-8],[3:0-0-2,0-2-8],[7:0-3-0,0-1-12],[10:0-3-0,0-1-12],[17:0-0-2,0-2-8],[19:0-1-12,0-1-8],[22:0-1-12,0-1-8] I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.31 2-22 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.77 Vert(TL) -1.05 2-22 >428 180 M18SHS 220/195 BCLL 0.0 ' Rep Stress lncr YES WB 0.52 Horz(TL) 0.21 18 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:197 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(2-10-12 max.):3-17. Except: WEBS 2x4 DF Std G 2 Rows at 1/3 pts 3-7,10-17 BOT CHORD Rigid ceiling directly applied or 8-7-14 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=1756/0-5-8 (min.0-1-14),18=1605/0-3-8 (min.0-1-11) Max Horz 2=161(LC 4) Max Uplift2=-294(LC 5),18=-195(LC 6) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2947/377,3-5=-3409/600,5-7=-3409/600,7-23=-4090/727,23-24=-4090/727, 10-24=-4090/727,10-13=-3419/628,13-15=-3419/628,15-17=-3418/628, 17-18=-2934/403 BOT CHORD 2-22=-334/2536,21-22=-578/4034,20-21=-519/4036,19-20=-519/4036,18-19=-286/2544 WEBS 3-22=-140/1180,7-22=-876/321,7-21=-223/385,10-21=-226/386,10-19=-865/315, 17-19=-136/1182,7-8=-344/181,10-12=-347/181 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right p P R p ' exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 <<:k7 Fe. 3)Provide adequate drainage to prevent water ponding. SCD' NG I N E - s/� 4)All plates are MT20 plates unless otherwise indicated. c G ' 2 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -v 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 ' 8 040 P E c--- fit 'fit between the bottom chord and any other members. OP 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)2=294, 18=1ss. c., ORE �N \p 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9,y 20 06 �q � LOAD CASE(S) , RY 12' 0� Standard .S ON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 l I A WARNING Vrr dy(Iv s«01 p.rrarra'to sort RI AU tilIIS(IN MIS AND 1611I1Utl1 Mi UK Rt1-illtM1 PAGE MIt /411 rer-1/19/1#1A W7010 U5t Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSI-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified.the design values are those effective 06/01/2013 by ALSC lob Truss Truss Type Qty Ply Timberidge Development R42044082 14-0T0952 809 MONO CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc Wed May 21 11:0238 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-cJ7PS3irc28PXk00Era3VM5tKCtMU WpWI?06SMzEGd? 15-10-3 I -2-0-0 1 7-5-37-6[f5 11-7-11 I 14 -11-8 151413 1 22-5 -14 I 30-0-3 I 37-10-0 2-0-0 7-5-3 0.1-R2 4-0-12 3-3-13 0-4-11 6-7-11 7-6-5 7-9-13 0-6-0 Scale=1:69.5 600 12 2x3 8 9 2x3 H 3x6 i 6 4 5x5 i ss 3x6= 4x6= a 5x8 II 3x4 = 3x4= 13 A • sa 0 11 v 2 ,.,..... X c? .. \.-/ 1 3x6 19 18 17 16 15 14 3x4= 3x8 M18SHS = 3x4= 4x5 = 3x4 3x4 = 7-6-15 I 11-2-6 i 18-8-11 I 26-3-0 33-9-5 I 37-10-0 I 7-6-15 3-7-7 7-6-5 7-6-5 7-6-5 4-0-11 Plate Offsets(X,Y)-- [2:0-2-9,0-1-8],[3:0-0-2,0-2-81,[7:0-3-0,0-2-01,[13:0-2-12,0-2-0],[15:0-2-4,0-2-01,[19:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.95 Vert(LL) -0.31 2-19 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.72 Vert(TL) -1.02 2-19 >441 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(TL) 0.19 14 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:187 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(2-10-0 max.):3-13. Except: WEBS 2x4 DF Std G*Except* 2 Rows at 1/3 pts 3-7 W4:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-3-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1574/0-3-8 (min.0-1-11),2=1727/0-5-8 (min.0-1-13) Max Horz 2=260(LC 4) Max Upliftl4=-229(LC 4),2=-226(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2885/260,3-5=-3287/412,5-7=-3287/412,7-20=-3950/540,10-20=-3950/540, 10-11=-3365/452,11-12=-3365/452,12-13=-1449/210,13-14=-1525/231 BOT CHORD 2-19=-416/2480,18-19=-631/3871,17-18=-633/3901,16-17=-633/3901,15-16=-448/2663 WEBS 3-19=-68/1116,7-19=-819/240,7-18=-151/356,10-18=-177/336,10-16=-751/198, 12-16=-63/985,12-15=-1702/334,13-15=-212/1879 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �`t�Q. SS 3)Provide adequate drainage to prevent water ponding. El) PROF F 4)All plates are MT20 plates unless otherwise indicated. GINE 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C?\ N FR � . ' 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 sky y fit between the bottom chord and any other members. 8 •40 P E 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)14=229, 2=226. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. L. ORE i �p LOAD CASE(S) Standard 0Ciq 6, RY 12,ZO\-\ O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 I f WARNING Vvury da.srye y.name ays dnrl ftf All hV ffSUNMIS AND IN(11JU1U Ml IfI(HFFFfffM.FAA(iF MI /471 rh.r-(/!9//074MOW UNI- imit Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members on ty. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the bulkiing designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N th Souern Pine(SP)l unbar is specified the desipr values are those dhctue 06/01/2013 by ALSC 1 • Jbb Truss Truss Type Qty Ply Timberidge Development R42044083 14-0T0952 B10 MONO CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:39 2014 Page 1 ID:s4NUBw4UBwvaokVwpRCyfnzElCD-4WgngPjTNLGG9ubaoY511 ad5YcDZDz_gXelf_pzEGd_ -2-0-0 7-5-3 7-6q5 11-7-11 13-10-3 1 11- 22-5-14 30-0-3 37-10-0 -1-1 I f I 2-0-0 7-5-3 0-1-12 4-0-12 2-2-8 1-1-5 7-6-5 7-6-5 7-9-13 Scale=1:70.0 2x3 II 6 6.00 12 5x5% 4 3x6= 4x6 = 2 1H 3x4= 3x4= 3x4= 3 11 .a ,.. 5 7 r ® 1 r n 1: 9 a m 2 r.; I m 1:a :: J o 1 3x6 17 16 15 14 13 12 3x4 = 3x8 M18SHS= 3x4 = 4x5 = 3x4 II 3x4 = I 7-6-15 I 11-2-6 18-8-11 I 26-3-0 33-9-5 37-10-0 I 7-6-15 3-7-7 7-6-5 7-6-5 7-6-5 4-0-11 Plate Offsets(X,Y)-- [2:0-2-9,0-1-8],[3:0-0-2,0-2-8],[13:0-2-4,0-2-0],[17:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.73 Vert(LL) -0.31 2-17 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.72 Vert(TL) -1.02 2-17 >441 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(TL) 0.19 12 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:179 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(2-9-9 max.):3-11. Except: WEBS 2x4 DF Std G*Except* 1 Row at midpt 3-5 W3:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 7-4-0 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) 12=1580/0-3-8 (min.0-1-11),2=1742/0-5-8 (min.0-1-14) Max Horz 2=252(LC 4) Max Uplift12=-254(LC 4),2=-224(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2926/407,3-5=-3333/564,5-18=-3334/564,7-18=-3334/564,7-8=-3990/679, 8-9=-3383/537,9-10=-3383/537,10-11=-1456/241,11-12=-1532/257 BOT CHORD 2-17=-542/2520,16-17=-814/3927,15-16=-730/3923,14-15=-730/3923,13-14=-502/2677 WEBS 3-17=-113/1135,7-17=-834/286,7-16=-127/292,8-16=-108/311,8-14=-756/228, 10-14=-93/990,10-13=-1712/372,11-13=-251/1889,4-5=-295/176 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 E� PROF S 3)Provide adequate drainage to prevent water ponding. Q� f 4)All plates are MT20 plates unless otherwise indicated. co G[N S/. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �\ �N FR L 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 4c7 -9 fit between the bottom chord and any other members. Ct- : -a 40 P E 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)12=254, (OP / 2=224. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ��ORE�N �'�O LOAD CASE(S) Standard Cl 2 �? tiq 2- RY i 0 o O SOC) Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 I t A WARNIM; yeutyJevyx p.taswe ten and R1 AL M1115 ON!HIS AM IM2 WM MI ItX H11f111-M.7 AAGF MU /4/I ren.09/1014 BMW 1/5t maw. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,051.89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified.the design wares are those effective 06/01/2013 by ALSC ibb Truss Truss Type Qty Ply Timberidge Development R42044084 14-0T0952 B11 MONO CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:40 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-ZiE9tIk68fO7m29mLGcXanAH BOZtyQLplI VD WFzEGcz 1 -2-0-0 7-5-3 7-6f115 11-7-11 11-10-3 14-11-8 , 22-5-14 I 30-0-3 I 37-10-0 I 2-0-0 7-5-3 0-1-12 4-0-12 0....E1 3-1-5 7-6-5 7-6-5 7-9-13 Scale=1:70.0 2x3 II 4 6 i 6.00 5x5 14 3x6= 4x6= 2 1 I. 3x4= 3x4= 3x4= 3 11 .• $•" ,, r� 1r, 18 9 v. e M m 2 411 ,� \\.. 1 0 1 3x6% 17 16 15 14 13 12 3x4 = 3x8 M18SHS— 3x4 — 4x5 = 3x4 I I 3x4 = I 7-6-15 I 11-2-6 18-8-11 i _ 26-3-0 I 33-9-5 I 3737-1 7-6-15 3-7-7 7-6-5 7-6-5 7-6-5 4-0-11 Plate Offsets(X,Y)-- [2:0-2-9,0-1-81,[3:0-0-2,0-2-81,[11:0-2-12,0-2-01,[13:0-2-4,0-2-0],[17:0-1-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.61 Vert(LL) -0.31 2-17 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.72 Vert(TL) -1.02 2-17 >442 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.86 Horz(TL) 0.19 12 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 176 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(2-10-6 max.):3-11. Except: WEBS 2x4 DF Std G`Except* 1 Row at midpt 3-5 W3:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-5-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=1571/0-3-8 (min.0-1-11),2=1724/0-5-8 (min.0-1-13) Max Horz 2=210(LC 4) Max Uplift12=-225(LC 4),2=-206(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2878/316,3-5=-3276/401,5-18=-3276/401,7-18=-3276/401,7-8=-3936/522, 8-9=-3355/454,9-10=-3355/454,10-11=-1446/211,11-12=-1522/227 BOT CHORD 2-17=-416/2475,16-17=-611/3856,15-16=-614/3887,14-15=-614/3887,13-14=-439/2657 WEBS 3-17=-66/1176,7-17=-878/236,8-14=-746/190,10-14=-55/979,10-13=-1698/328, 11-13=-206/1875 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ED PROF 3)Provide adequate drainage to prevent water ponding. Q. F 4)All plates are MT20 plates unless otherwise indicated. cO�� G I N F ss/ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �\ �N , - � 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 m./ y fit between the bottom chord and any other members. 40 P E r 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)12=225, - / 2=206. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9�OREG4110 p Q. LOAD CASE(S) Standard C� 2 C? q 2- RY 1 yoo SOON o� Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 A WARNING; Verily rh'uyu pdu.eo'(WS durlHI AL NU II SUN WH1S AND IMI UM)Mi MK HEI1II M.T PAGE Mil /4/I rsr.1/191/014 WON OSP in Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing fo insure stability during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPi1 Quality Criteria,DSII-89 and SCSI Bulking Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber a specified.the design values are those elective 06/01/2013 by ALSO , Job 'Truss Truss Type Qty Ply Timberidge Development R42044085 14-0T0952 B12 MONO CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:41 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzEICD-1uoY551kvzW OCkyvz7m6?jRiQu2htWyyEm2hzEGcy 9-10-3 -22:0-0-00 7-5-3 7-6,15 l 14-11-8 22-5-14 l 30-0-3 i 37-10-0 , 7-5-3 0-1-12 2-3-4 5-1-5 7-6-5 7-6-5 7-9-13 Scale=1:70.0 5x5% 4 6.00 12 3x6= 4x6= 3x4= 3x4= 3x4= 9 411\16 7 rh sr v sist a:, 7 .\/ '7 r•S I\ 2 1 r.; r: 1 m t r^ 7 {e 01 g 3x6 15 14 13 12 11 10 3x4 = 3x8 M18SHS= 3x4 = 4x5 = 3x4 I I 3x4 = 7-6-15 11-2-6 18-8-11 i 26-3-0 l 33-9-5 37-10-0 7-6-15 3-7-7 7-6-5 7-6-5 7-6-5 4-0-11 Plate Offsets(X,Y)-- [2:0-2-9,0-1-8],[3:0-0-2,0-2-8],[9:0-2-12,0-2-0],[11:0-2-4,0-2-0],[15:0-1-12,0-1-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.68 Vert(LL) -0.31 2-15 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.72 Vert(TL) -1.02 2-15 >439 180 M18SHS 220/195 BCLL 0.0 ` Rep Stress Incr YES WB 0.87 Horz(TL) 0.19 10 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:170 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(2-9-5 max.):3-9. WEBS 2x4 DF Std G`Except` BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. W2:2x4 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) 10=1577/0-3-8 (min.0-1-11),2=1747/0-5-8 (min.0-1-14) Max Horz 2=206(LC 4) Max Uplift10=-247(LC 4),2=-235(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2933/515,3-16=-3319/560,5-16=-3320/560,5-6=-3968/638,6-7=-3375/496, 7-8=-3375/496,8-9=-1452/196,9-10=-1528/249 BOT CHORD 2-15=-593/2524,14-15=-754/3892,13-14=-706/3914,12-13=-706/3914,11-12=-486/2670 WEBS 3-15=-78/1193,5-15=-898/260,6-12=-755/222,8-12=-87/989,8-11=-1706/360, 9-11=-239/1883 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;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. <cQ.ED P R OFFS, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \�� NG ,](�EF v/O 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 C? R fit between the bottom chord and any other members. 'C/ -9 7)A plate rating reduction of 20%has been applied for the green lumber members. 8 40P E c--- 8) 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=247, 2=235. 9)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 -�OR ON OO 0 (iqR i2 2 Y yoo Sooty O� Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 t t A WARNIM: VwJ1ydruyn yer.uurav,aerlttI AU MJ II SUN THIS AND MI MD MI tilt ftfflttMJ-PAW-NII /4/I ir'.I/19/1014FMORI UV .�� Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Bullring Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified.this design wines are those elective 06/01/2013 by ALSC • fob Truss Truss Type Qty Ply Timberidge Development 3 R42044086 14-0T0952 813 MONO CAL HIP 1 Job Reference(optional) I PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:42 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzEl CD-V5MwIRIMgGeg0MJ9The?fCFbjgEPQ Py6Dc_Ka8zEGcx 7-10-3 _ 7-5-3 14-11-8 22-5-14 30-0-3 37-10-0l -22-0-0-00 { 70-12 7-5-37-1-5 7-6-5 7-6-5 7-9-13 0-3-4 Scale=1'.70.0 5x5 3x8 II 3x4= 3x6= 3x4= 4x5 = 6.00 12 3 16 4 5 6 7 8 IBI EB r \..A N/ a -4. d ‘71,o, 2 L 'Alt t.: L, r-: \-/-g' 1 3x6 - 15 14 13 12 11 10 3x4 3x4 = 2x4 /1 3x6 M18SHS= 3x4 = 3x4 = 3x4 __ _ 7-6-15 I 11-2-6 14-2-4 i 18-8-11 I 26-3-0 i 33-9-5 I 37-10-0_--- --7-6-15 3-7-7 2-11-14 4-6-7 7-6-5 7-6-5 4-0-11 Plate Offsets(X,Y)-- [3:0-0-3,0-2-8],[10:0-1-12,0-1-8],[15:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.73 Vert(LL) -0.26 13-14 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.71 Vert(TL) -0.64 2-15 >702 180 M18SHS 220/195 BCLL 0.0 * Rep Stress lncr YES WB 0.54 Horz(TL) 0.16 9 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:523 lb FT=0% 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(6-0-0 max.):3-8. WEBS 2x4 DF Std G*Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2:2x6 DF No.2 G ICC APPROVED FACE MOUNT HANGER(BY OTHERS)REQUIRED AT CONCENTRATED LOADS SHOWN IN NOTES BELOW.ALL NAILS HOLES MUST BE FILLED AS REACTIONS. (Ib/size) 9=2785/0-3-8 (min.0-1-8),2=4407/0-5-8 (min.0-1-9) PER HANGER MANUFACTURERS INSTALLATION PROCEDURE WITH A Max Horz 2=154(LC 4) MINIMUM OF 10d(.148"X 3")NAILS OR AS REQUIRED BY THE HANGER Max Uplift9=-395(LC 4),2=-558(LC 4) MANUFACTURER.FAILURE TO COMPLY MAY REQUIRE ADDITIONAL CONSIDERATIONS TO DISTRIBUTE LOADS BETWEEN THE PLIES. FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-8426/1164,3-16=-9931/1336,4-16=-9931/1336,4-5=-10182/1394,5-6=-7095/957, 6-7=-7095/957,7-8=-2727/380,8-9=-2729/396 BOT CHORD 2-15=-1116/7441,14-15=-1731/11800,13-14=-1665/11354,12-13=-1311/8855, 11-12=-1311/8855,10-11=-793/5174 WEBS 3-15=-407/3532,4-15=-2724/534,4-13=-1633/316,5-13=-200/1860,5-11=-2467/430, 7-11=-296/2693,7-10=-3431/573,8-10=-453/3634,4-14=-333/2220 NOTES- 1)Special connection required to distribute bottom chord loads equally between all plies. 2)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-5-0 oc. Bottom chords connected as follows:2x4-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. ��D P R OFF 3)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 �-' (,INE SS'/ connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. c\ �N FR �.0,, 4)Unbalanced roof live loads have been considered for this design. 5)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right CC 8 40 P E 91' exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (---7, O 9)*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 -y OR ON fit between the bottom chord and any other members. tri &l 2o 10)A plate rating reduction of 20%has been applied for the green lumber members. A/0,-, ' RY j 2' ,..,\.411)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=395, O s O oN 2=558. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Digital Signature 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)545 lb down and 77 lb up at 7-4-7 ( EXPIRATION DATE: 12-31-14 on top chord,and 2292 lb down and 325 lb up at 14-2-4 on bottom chord. The design/selection of such connection device(s)is the (� responsibility of others. May 21,2014 lU lailikirDi ( or ruaru WARNING Vev,lydtro,yu pa,an,e ter s and RI AU NO II 5(1N(HIS AND!MI WAD MI UK R1-1110-M.1-PAW MII /413 ler.l/19/1014 liMURI IN .�� Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/Mil Quality Criteria.DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 ' N Southern Per(SP)lumber is specified.dse design slues are those efectiw 06/01/2013 by ALSC Job 1 Truss Truss Type Qty Ply Timberidge Development q R42044086 14-070952 B13 MONO CAL HIP 1 3 Job Reference(optional) PRECISION TRUSS 8 LUMBER.INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industnes,Inc. Wed May 21 11:02:42 2014 Page 2 I D:s4N U8w4UBwvaokVwpRCyfnzElCD-V5MwIRIMgGeg0MJ9The?fCFbjq EPQPy6Dc_Ka8zEGcx LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-16=-159(F=-95),8-16=-64,2-14=-50(F=-30),9-14=-20 Concentrated Loads(Ib) Vert:3=-545(F)14=-2292(F) 1 ► A WARNING Vevafyrlesryn pdr dearR0s dill RfAU MlIl5UN!NIS AND INiJ 0.114./MI UK KFFEKfMJ I'AGP MI I /4/I aar,1/19/1414 Nff UHF UV Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Mire k' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine)W)lumber is specified.the design values are those elective 06/01/2013 by ALSC • Job Truss Truss Type Qty Ply Timberidge Development R42044087 14-0T0952 CO1 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:44 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzEICD-RTUgj6ncBuuYFfTXa6hTkdLyoduouG_PgwTQfOzEGcv 7-7-0 7-10012-7-8 I 17-4-13 171-8.0 23-7-0 I 7-7-0 0-3- 4-9-5 4-9-5 0-3-3 5-11-0 Scale=1:42.9 4x7 3x8 I I 4x6 6.00 12 3 __"11111‘1Milli 14 rim Nom 4x7 s 1014 8 7 E 3x8 M18SHS= 6 3x8= 3x4= 2x3 I I 5x9= 4x8 M18SHS I I I 7-7-0 12-7-8 I 17-8-0 I 23-7-0 I 7-7-0 5-0-8 5-0-8 5-11-0 Plate Offsets(X,Y)-- [1:0-8-0,0-0-6],[2:0-1-4,0-1-12],[4:0-0-12,0-1-12],[5:0-3-0,0-1-8],[6:0-3-8,Edge],[7:0-2-4,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.69 Vert(LL) -0.16 9-10 >999 240 1 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.85 Vert(TL) -0.39 10-13 >730 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr NO WB 0.76 Horz(TL) 0.13 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:106 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(3-1-2 max.):2-4. WEBS 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-10-7 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=2292/Mechanical,6=2404/0-3-8 (min.0-2-9) Max Horz 1=72(LC 4) Max Uplift1=-333(LC 5),6=-404(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4182/851,2-3=-3651/786,3-4=-3239/717,4-5=-3677/778,5-6=-2237/486 BOT CHORD 1-10=-773/3652,10-14=-931/4291,9-14=-931/4291,8-9=-931/4291,7-8=-931/4291, 6-7=-17/429 WEBS 2-10=0/859,3-10=-958/264,3-7=-1421/337,4-7=0/668,3-9=0/306,5-7=-727/2824 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;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. !� E ' PROF s 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2 F 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 \c< GI N E - `:/ fit between the bottom chord and any other members. c ,,N" R 2 7)A plate rating reduction of 20%has been applied for the green lumber members. �'V -9 8)Refer to girder(s)for truss to truss connections. 8 •40 P E f 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=333, 41,6=404. 10)Girder carries hip end with 7-11-4 end setback. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. v ' O 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)545 lb down and 272 lb up at 9,y ORE •N1 �N 17-6-15,and 545 lb down and 272 lb up at 7-8-1 on top chord. The design/selection of such connection device(s)is the responsibility 0 &A RY 12 , (, 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). ° SO O LOAD CASE(S) Standard Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 rnntim tart nn nano'3 1 1 A WARNING livid drsnyep.0dint'aysNei R7 AU MlllV1)8PUS AND MCI I/DID MI IFR RFFFRiM}PAilF 1,111 /4/1 it,r.1/19/10148FH)51 UVF Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,055.89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)knobs is spec Pied,the design%RAMS are than.efectiue 06/01/2013 by ALSC Job Truss Truss Type Qty Ply Timbendge Development R42044087 14-0T0952 CO1 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7 520 s Apr 22 2014 MiTek Industries,Inc Wed May 21 11'02'44 2014 Page 2 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-RTUgj6ncBuuYFfTXa6hTkdLyoduouG_PgwTQfOzEGcv LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-4=-159,4-5=-64,6-11=-50(F=-30) Concentrated Loads(Ib) Vert:2=-545 4=-545 A WANNIMi V dy drsryu p.0 dale a.1s aur/NI AD NO if S UN MIS AML Iht1 bLVD Ml FFN N111-NEM}F!AGF Mil 141 i;et I/7Y/1014 UMW IN Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Mirek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine ISP)lumber is specified.Are design values are Arose elective 06/01/2013 by ALSC Job Truss Truss Type Qty •Ply Timberidge Development R42044088 14-070952 CO2 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:45 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzEICD-vg22wSoEyBOPtp2k8pCiHrtCrtJEdgmYvaC_BSzEGcu 7-7-0 1 9-10-3 1 12-7-8 15-4-13 17-8-0 1 23-7-0 7-7-0 2-3-3 2-9-5 2-9-5 2-3-3 5-11-0 Scale=1:42.2 6 3 4x4 4x4 6.00 12 2 3x4= 13-- 6 4x4 v a 7 c75 1 tr r E7 0 `I CSI '_ 1 t 10 9 01 3x4= 8 3x4 = 3x4 = 4x8= 2x4 II 7-7-0 I 17-8-0 I 23-7-0 I7-7-0 10-1-0 5-11-0 Plate Offsets(X,Y)-- [2:0-0-10,0-1-12],[5:0-0-10,0-1-12],[7:0-1-4,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.35 Vert(LL) -0.17 9-11 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.51 Vert(TL) -0.54 9-11 >522 180 BCLL 0.0 * Rep Stress Ina' YES WB 0.28 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:108 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(5-6-6 max.):2-5. WEBS 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) 1=1027/Mechanical,8=1004/0-3-8 (min.0-1-8) Max Horz 1=114(LC 4) Max Uplift1=-124(LC 5),8=-111(LC 6) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1688/295,2-15=-1418/262,4-15=-1424/262,4-16=-1245/238,5-16=-1239/238, 5-7=-1459/186,7-8=-957/133 BOT CHORD 1-11=-449/1706,10-11=-271/1570,9-10=-271/1570 WEBS 2-11=-5/394,4-11=-356/198,4-9=-517/211,5-9=-3/348,7-9=-95/1021 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will (c�03 PR OFFS fit between the bottom chord and any other members. co' [NE -- S,02 6)A plate rating reduction of 20%has been applied for the green lumber members. c\ �N F9 7)Refer to girder(s)for truss to truss connections. y 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=124, 640 P E 8=11 . OF 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. e LOAD CASE(S) Standard y ORE �.p may„��R 12 ,..„\- SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 A WARNING Vr $yrla'ayu par.tar Mn aur!RI Al)NUNS ON 1NISANU IMIOLFU MI HA 12EFEHEN(.F I'AGF Nil /411tt'c 1/19/1014 BfFORF I/1F • Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. M� Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary tracing to insure stability during construction is the responsibillity of the Milek. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 QuaB$y Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine ISP)lumber is specified.the design values are those effective 06/01/2013 by AISC • Job Truss Truss Type Qty Ply I Timberidge Development R42044089 14-0T0952 CO3 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:46 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-NscR8opsj V8GVzdwiwlxp2QNgRgYM ITh8EyXjvzEGct 12-7-8 13-8-5 I 7-7-0 11-6-11 1111�3 '�3-4-131 17-8-0 23-7-0 7-7-0 3-11-11 0-3- 0-9-5 3-11-11 5-11-0 0-9-5 0-3-8 Scale=1:42.0 2x3 H 8 2x3 II 3 5 9 ^a 2 6.00 12 4x4 4x4 2 2x: 3x4 = 7 4®►' 07,4 • r 0 x3 I ' • sr 4x5 m 11 cn 1 N 0 E] IO : C. 15 C. 14 13 3x4= 12 3x4 = 3x4 = 4x8= 2x4 II 7-7-0 I 17-8-0 I 23-7-0 7-7-0 10-1-0 5-11-0 Plate Offsets(X,V)-- [2:0-0-10,0-1-121[10:0-0-10,0-1-12],[11:0-2-4,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.35 Vert(LL) -0.17 13-15 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.51 Vert(TL) -0.53 13-15 >529 180 BCLL 0.0 * Rep Stress Incr YES WB 0.25 Horz(TL) 0.05 12 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix-M) Weight:118 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(5-7-1 max.):2-10. WEBS 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) 1=1004/Mechanical,12=977/0-3-8 (min.0-1-8) Max Horz 1=105(LC 4) Max Uplift1=-109(LC 5),12=-93(LC 6) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1634/281,2-4=-1370/241,4-19=-1370/242,6-19=-1370/242,6-20=-1191/217, 7-20=-1191/217,7-10=-1191/216,10-11=-1407/127,11-12=-930/114 BOT CHORD 1-15=-454/1705,14-15=-139/1524,13-14=-139/1524 WEBS 2-15=0/394,6-15=-314/141,6-13=-462/147,10-13=0/349,11-13=0/960 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 ‹F,Eo P R oFFs fit between the bottom chord and any other members. cod NG]N EF 6%,-, 6)A plate rating reduction of 20%has been applied for the green lumber members. c 2 7)Refer to girder(s)for truss to truss connections. -V 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12 except(jt=lb) CC Z....04-OPE l 1=109. 9)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 v Ile cz) -TA ORE •N ^.. o may„GARY j2 ,...N4? Sooty Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 1 t WARNING Void rfrsNo y3r anrr furs JO-rJ Hf AU Mill SUN Sift is AND 1141.1 UM MI 71N HFFJ•HFIW}PAi:F MIS /4/-i JF'V.111911014 11110111-V.SF les..m. Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillify of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Soudrarn Pine(SP)lumber is spec Reed,the design values are those elective 06/01/2013 by ALSC • Job Truss Truss Type Qty Ply Timberidge Development R42044090 14-070952 C04 FINK 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:47 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-r29pL8pVUpG767C6GEEAMGzTQr095dYrMuh5G LzEGcs I 6-7-0 I 12-7-8 I 18-8-0 I 23-7-0 I 6-7-0 6-0-8 6-0-8 4-11-0 Scale=1:41.9 4x5 = xio 3 eT 6.00 112 2x3\\ 3x4 // 2 4 3x4 I 5 le?1 of r- v I 0 I v [7 1 • 9 10 8 7 K 3x4 = 6 3x4= 3x4 = 3x4= 3x5= I 9-1-2 I 16-1-14 I 23-7-0 I 9-1-2 7-0-13 7-5-2 Plate Offsets(X,Y)-- [1:0-1-0,Edge],14:0-1-8,0-1-0],16:0-2-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.67 Vert(LL) -0.13 1-9 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.44 1-9 >640 180 BCLL 0.0 * Rep Stress Incr YES WB 0.70 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:106 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-5-0 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) 1=1031/0-1-8 (min.0-1-8),6=1040/0-3-8 (min.0-1-8) Max Horz1=105(LC 4) Max Upliftl=-99(LC 5),6=-89(LC 6) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1804/193,2-3=-1558/178,3-4=-1384/156,4-5=-322/46,5-6=-260/63 BOT CHORD 1-9=-181/1553,9-10=-34/1004,8-10=-34/1004,7-8=-34/1004,6-7=-77/1241 WEBS 2-9=-409/189,3-9=-62/654,3-7=40/389,4-6=-1236/120 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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,with BCDL=10.Opsf. ri, P R OF�s 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 at joint(s)1. G]NE Lv7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6. FR02LOAD CASE(S) Standard ,40 P E -91— y ORE :�� o 0 0. "5,„ R Y 12,`LO\% SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 I t A WARNING Veuf y eleuga par.omerk.s awl RFAl)MIS S ON INI S AND IM]MAI)MI IFR RF111O-MI-PAGF Mil /4/1 st•r.1/19/1814 BMW 161- id- Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 tt Southern Pine(SP)lumber is specified the design'values are those effective 06/01/2013 by ALSC • fob Truss Truss Type Qty Ply Timberidge Development R42044091 14-0T0952 D01 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:48 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzEICD-KEjBZUg7F6O_kHnJpxIPuTVb4EFBgF?_bYReonzEGcr 1 -2-0-0 i 7-7-0 710/3 10-1-13 19-510 18-0-0 I 2-0-0 7-7-0 0-3-3 2-3-10 0-3-3 7-7-0 Scale=1:34.2 4x8 M18SHS \\ 4x6 3 A 1� a `'. 6.00 12 v o ;75 rn 5 2 R .: o o `; I 1 7 9 10 11 6 3x6= 2x3 3x4= 3x6= 7-7-0 1 10-5-0 I 18-0-0 1 7-7-0 2-10-0 7-7-0 Plate Offsets(X,Y)-- [3:0-5-0,0-2-0],[4:0-0-12,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.87 Vert(LL) -0.11 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -0.53 5-6 >404 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr NO WB 0.05 Horz(TL) 0.08 5 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:71 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(3-8-5 max.):3-4. WEBS 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 9-1-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=1688/Mechanical,2=1839/0-5-8 (min.0-1-15) Max Horz 2=86(LC 5) Max Uplift5=-266(LC 6),2=-351(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2948/626,3-8=-2626/632,4-8=-2648/629,4-5=-3014/661 BOT CHORD 2-7=-469/2526,7-9=-473/2520,9-10=-473/2520,10-11=-473/2520,6-11=-473/2520, 5-6=-514/2624 WEBS 3-7=0/359,3-6=-104/370,4-6=0/306 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;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. PROF s 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ore 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 (...<,:iD � NG]NEF s/O fit between the bottom chord and any other members. /Q 2 7)A plate rating reduction of 20%has been applied for the green lumber members. 414 -9 8)Refer to girder(s)for truss to truss connections. 4 .. 8 i.40 P E f 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)5=266, 4111111"2=351. 10)Girder carries hip end with 7-11-4 end setback. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. `� ORE40• N. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)545 lb down and 272 lb up at "9� 10-7-9,and 545 lb down and 272 lb up at 7-8-1 on top chord. The design/selection of such connection device(s)is the responsibility 0 et• cJ of others. y0 9RY 12-' O� 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0 S 00N LOAD CASE(S) Standard Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 f nntinr rori nn nena 9 f 1 WAHNIM; Vol! rfe�a a ar anmten and WAD NU UN:HIS INf.1 WAD M1 UK HFh K fX / �� A T 9 Y 1 F }iR6F MN 41 i herr.t/!9JlOI48lH7Nf UV Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine OP)turnber is spec iteed.the design values are those effective 06/01/2013 by AASC Job Truss Truss Type Qty Ply Timbendge Development R42044091 14-0T0952 DO1 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:0248 2014 Page 2 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-KEjBZUg7F6O_kHnJpxIPuTVb4EFBgF?_bYReonzEGcr LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-3=-64,3-4=-159,4-5=-64,2-5=-50(F=-30) Concentrated Loads(Ib) Vert:3=-545 4=-545 WAHNIM1 Vvulyrlruya pan MU('ten and NI AU Will 5 UN MIS MU MCI Mill MI UN H)•FihiN(.1-PAW MI1 /4/1nt'v..1/191)014 IN1(110- Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSII-89 and SCSI Bullring Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified.the design values are those reevew 06/01/2013 by ALSC - Jbb Truss Truss Type Qty Ply Timberidge Development R42044092 14-0T0952 D02 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7 520 s Apr 22 2014 MiTek Industries,Inc Wed May 21 11.0248 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-KEjBZUg7F6O_kHnJpxlPuTVikEMsgF3_bYReonzEGcr -2-0-0 I 7-7-0 1 9-0-0 1 10-5-0 1 18-0-0 I 2-0-0 7-7-0 1-5-0 1-5-0 7-7-0 Scale=1'.34.2 3x4= 4x8 = 4 i. 4x4 3 o �, 6.00 12 v MA 6 741 ri 2 Cr- _ 1 B 7 3x4= 2x3 II 3x4 = 3x4= 7-7-0 I 10-5-0 18-0-0 I 7-7-0 2-10-0 7-7-0 Plate Offsets(X,Y)-- [3:0-2-4,0-2-0],[4:0-2-0,Edge],[5:0-0-10,0-1-12],[6:0-2-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.44 Vert(LL) -0.07 6-7 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.39 Vert(TL) -0.26 6-7 >832 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:74 lb FT=0% 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 No.1&Btr GIMiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=735/Mechanical,2=895/0-5-8 (min.0-1-8) Max Horz 2=103(LC 5) Max Uplift6=-72(LC 6),2=-174(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1125/94,3-5=-1236/265,4-5=-92/257,5-6=-1161/112 BOT CHORD 2-8=-46/907,7-8=-46/906,6-7=-29/952 WEBS 3-7=-166/282 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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. �� E� P R OppSs 6)A plate rating reduction of 20%has been applied for the green lumber members. Q. 7)Refer to girder(s)for truss to truss connections. GINE / 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) c - �N F/) �2 2=174. '9 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 40 P E LOAD CASE(S) Standard / ' ORE ,:9 0y,�1RY j2,rL,\J O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 t 1 I A WARNING Vei ilr riesiyu p.u.ime it's.wwrl Fti AU M)II S UN IIN S ANL INI18)11)NI IFR Rt tfltM.F PA(,F MI I /4/i ler.I/19/1014 8Ff 301 NV ow. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the ,MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is spec ine&this design values are those e4h cries 06/01/2013 by ALSC Job Truss Truss Type Qty Ply Timberidge Development R42044093 14-0T0952 E01 KINGPOST 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:49 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-oRHZmgrlOQ WrMQMVNfGeRh2vEek1 ZgB8gCABKEzEGcq 5-0-0 10-0-0 12-0-0 5-0-0 5-0-0 2-0-0 Scale=1:20.3 4x4= I 2 6.00 12 fV 1 3 Io c'> cx — = 511.1 2x3 4 3x4 = 3x4 = 5-0-0 10-0-0 5-0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.26 Vert(LL) -0.02 1-5 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.27 Vert(TL) -0.07 1-5 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.12 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:35 lb FT=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 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) 1=635/0-5-8 (min.0-1-8),3=811/0-5-8 (min.0-1-8) Max Horz 1=-79(LC 6) Max Uplift1=-85(LC 5),3=-195(LC 6) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1007/177,2-3=-1014/193 BOT CHORD 1-5=-123/834,3-5=-123/834 WEBS 2-5=0/293 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)1 except(jt=lb) �Y�D PR OFFS 3=195. 7)Girder carries hip end with 4-11-4 end setback. �� G(N F S'j 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)362 lb down and 181 lb up at 5-0-0 C?\ AGN FR on top chord. The design/selection of such connection device(s)is the responsibility of others. <CF 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). CC : 640 P E LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) v 411111, p Vert:1-3=-35(F=-15),1-2=-64,2-4=-64 -7�ORE Concentrated Loads(Ib) Cay C/,q R Y 12—rt, @ Vert:2=-362 Or.% g 0 ON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 1 F A WARNING; Vvwly rlrayu pdr.wueb'r s Berl RI AL MN 5 ON MIS ANU IMI UM)MI IFR HFFFHFM.t PAI F MI I 1411 rerc 1119/10149110111-1/1F a Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and!SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 H Southern Pine(SP)lumber is spec Med.the design ve ies are those effective 06/O1/2013 by AISC • Jbb Truss Truss Type Qty Ply Timberidge Development R42044094 14-010952 602 KINGPOST 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:49 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzEl CD-oRH2mgrIOQ WrMQM VNfGeRh2wmen RZgV8gCABKEzEGcq I 3-5-8 I 8-5-8 I 10-5-8 I 3-5-8 5-0-0 2-0-0 4x4 = Scale=1:20.2 2 6.00 112 II 3x4 1 1 Iwl MO 3 to ►/ ►1 �, 3x4 = ,/ 4 6 3x4 2x3 II I 3-5-8 I 8-5-8 I 3-5-8 5-0-0 Plate Offsets(X,Y)-- [5:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.01 3-5 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.11 Vert(TL) -0.03 3-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:36 lb FT=0% 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) 6=320/0-5-8 (min.0-1-8),3=502/0-5-8 (min.0-1-8) Max Horz 6=-76(LC 6) Max Uplift6=-25(LC 5),3=-146(LC 6) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-356/31,2-3=-395/38,1-6=-288/39 BOT CHORD 3-5=0/283 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)6 except(jt=lb) ��0 PR OFFSS 3=146. c_ �NGINFF9 /02 LOAD CASE(S) Standard q 4.' : 640PE r y ORE.>o 0 y R O O O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 ith- A WARNING VwrlyJesngn pdrdnnr teen and RI All Mi If SON[HIS AND IM]L11Fb MI IFR HF1414FM3 i'Al-il MII /4/I nra.(/19/1014 WON UI/ • Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TP11 Quality Criteria.DSB-89 and BCS(Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)Member is specified.zbe design values are those ewective 06/01/2013 by MSC Job Truss Truss Type Qty Ply Timberidge Development R42044095 14-0T0952 F01 MONO CAL HIP 1 1 I Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:0250 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzEl CD-Gdrx_AsNnkeizawhxMnt_ub0M20elznH2swlsgzEGcp -2-0-0 i 7-5-4 7I-10-3 10-5-8 I 2-0-0 7-5-4 d-4-15 2-7-5 Scale=1:26.2 4x8 3 3x4 7 4 .001A Mt Imo" 6.00 112 • V V 1 R 2 ' v vi. 4x4 = 6 W 8 9 1 F; 5 2x3 i 3x6= 2-0-0i 10-5-8 2-0-0 8-5-8 Plate Offsets(X,Y)-- [2:0-0-12,Edge],[3:0-3-12,0-1-12],[5:Edge,0-1-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.56 Vert(LL) -0.07 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.56 Vert(TL) -0.43 5-6 >230 180 BCLL 0.0 * Rep Stress Incr NO WB 0.74 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:53 lb FT=0% 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(6-0-0 max.):3-4. WEBS 2x4 DF Std G*Except BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 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) 5=982/Mechanical,6=1114/0-5-8 (min.0-1-8) Max Horz 6=142(LC 4) Max Uplift5=-271(LC 4),6=-235(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-467/466 BOT CHORD 2-6=-323/517,6-8=-224/509,8-9=-224/509,5-9=-224/509 WEBS 3-6=-1008/686,3-5=-778/434 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 Q.E� PR °F F c5' fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. c ' NG]N F - s:> 7)Refer to girder(s)for truss to truss connections. C G R 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)5=271, '-t1 y 6=235. : 640 P E r 9)Girder carries hip end with 0-0-0 right side setback,7-11-4 left side setback,and 7-11-4 end setback. 0,10)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)545 lb down and 272 lb up at 7-8-1 on top chord. The design/selection of such connection device(s)is the responsibility of others. v ORE4010,• � O 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9� p LOAD CASE(S) Standard 0y0��R Y 12. O�� 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 ° SOON Uniform Loads(plf) Vert:1-3=-64,3-4=-159,2-5=-50(F=-30) Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 Rnntine earl nn nano 7 / WAHNIMi Vru!y rte sryn yah dale I IN s and HI AD M1 II S UN!NIS AND MU UUFU MI MFH RI-14 Ht-M3 PAW N11 /4/1 mr 1/19/1014 BMW USt Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified,the design values are those efesrive 06/0112013 by RISC Jbb Truss Truss Type Qty Ply Timberidge Development R42044095 14-070952 F01 MONO CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11.02:50 2014 Page 2 I D:s4NU8w4U BwvaokVwpRCyfnzEl CD-Gdrx_AsNnkeizawhxMnt_ub0M20elznH2swlsgzEGcp LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-545 III • � l A WARNING V s ly dr soya p.rr,aOle ft's snrl RI AU Mil S UN IRIS ANU IMI I/LML MI UK R11PBP1W.1 PA4l MII /4/I rt'r.I//9/15Id 1111081 t11F �� Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the Mirek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality CrIteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)!amber is specified the design values are those efectisre 06/03/2013 by ALSC Jbb Truss Truss Type Qty Ply Timberidge Development R42044096 14-0T0952 F02 MONO CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:50 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzEl CD-Gdrx_AsNnkeizawhxMnt_ubym24j10mH2swlsgzEGcp -2-0-0 7-5-4 i 9-10-3 110-5-8 2-0 0 7-5 4 2-4-15 0-7-5 Scale=1:27.4 4x8 2x3 3 5 6.00 12 o v 2 w owl p 3x5 7; TI 1 6 2x3 3x4 = 2-0-0 10-5-8 2-0-0 8-5-8 Plate Offsets(X,Y)-- 13:0-4-0,0-1-121 16:0-1-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.79 Vert(LL) -0.08 6-7 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.30 Vert(TL) -0.22 6-7 >448 180 BCLL 0.0 * Rep Stress Inch YES WB 0.55 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:56 lb FT=0% 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(6-0-0 max.):3-5. 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. (Ib/size) 6=308/Mechanical,7=717/0-5-8 (min.0-1-8) Max Horz 7=200(LC 4) Max Uplift6=-140(LC 4),7=-230(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-410/593 BOT CHORD 2-7=-434/466 WEBS 3-7=-747/437,3-6=-287/207 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 ��QP Ss fit between the bottom chord and any other members. .�D R of F 6)A plate rating reduction of 20%has been applied for the green lumber members. \rte NG(N E - /O 7)Refer to girder(s)for truss to truss connections. 'Q 2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=140, -V 7=230. - 8 .40 P E r 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. AfLOAD CASE(S) Standard y ORE •1111, ^o 0yO&gRY 12 ZOtJ� SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 � _ 1 WARNIMi Vw o7 y rlr aye p.e aahv(10vs.snrl RI AD M111 S THIS AND IMI libH MI UK RFFHFM.F PAIiF MI1 141 i a'r.1/19/1014 8H l)Rt I/tit Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 11 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,qualify control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine ISP)lumber is specified.the design values eve those elective 06/01/2013 by ALSC • Jbb Truss Truss Type Qty Ply Timberidge Development R42044097 14-070952 F03 MONO TRUSS 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:51 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzEtCD-kpPKBWs?Y1 mZbkVtV4J6W678MSQr1 W8RHWflP6zEGco -2-0-0 6-1-5 10-5-8 2-0-0 6-1-5 4-4-3 2x4 Scale=1:32.7 4 el 6.00 I12 3x4\\ 3 • .1.1111.f°1/1111°11.111°. 20,11 r v ii 1 3x4= 1111111116M 6 2x3 G 3x4 = 2-0-0 10-5-8 2-0-0 8-5-8 Plate Offsets(X,Y)-- [3:0-2-0,0-0-12],[5:0-1-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.74 Vert(LL) -0.08 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.31 Vert(TL) -0.24 5-6 >419 180 BCLL 0.0 * Rep Stress Incr YES WB 0.35 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:53 lb FT=0% 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 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) 5=281/Mechanical,6=713/0-5-8 (min.0-1-8) Max Horz 6=210(LC 4) Max Uplift5=-65(LC 4),6=-237(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-433/597 BOT CHORD 2-6=-460/477 WEBS 3-6=-795/470 NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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. �\ S' 5)Refer to girder(s)for truss to truss connections. Q. P R 0FF 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) cp• NG i N EF S/0 6=237. , LOAD CASE(S) Standard ' 8 40 P E • -7A.OR ON o �R 12 yo Y ON S O O Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 l l AWARNING Vol rtyrlrvyapal.urrs'fn,s.rrxt 141 AD Mill SON!NIS AM IMJ(MD MIItN FERFMyPAliHit /4/I WPC l/19/1ll14BMW IN Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified.she design values ate chose etiective 06/01/2013 by ALSC • Job Truss Truss Type Qty Ply Timberidge Development R42044098 14-0T0952 F04 JACK 9 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:51 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-kpPKBWs?Y1 mZbkVtV4J6W67EvSN11 biRHWf1P6zEGco -2-0-0 3-11-8 2-0-0 3-11-8 Scale=1:17.2 4 2x3 I 6.00 12 3 2 1 .1 3x4 = 5 1 6 2x3 II 2-5-8 I 3-11-8 2-5-8 1-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.38 Vert(LL) 0.01 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.49 Vert(TL) 0.01 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) -0.11 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:16 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-8 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=-117/Mechanical,5=-186/Mechanical,6=758/0-5-8 (min.0-1-8) Max Harz 6=113(LC 5) Max Uplift4=-117(LC 1),5=-186(LC 1),6=-373(LC 5) Max Grav4=63(LC 5),5=123(LC 5),6=758(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-6=-365/171 NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)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)4=117, 5=186,6=373. '`(<.\''s° PR Opp- NE '9 Standard ��\� �NGINEFR 9 8 .40PE r y OR 'ON �o c/yo(1ARY 12 O C? SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 � f A WARNING Verifydrsrgn paranefvi s and RlAt)l4V H SON!HIS ANl/IN11A1tb Ml ttl N1ttttM.t PA it NII /411 nor.lfd9/1814 BMW HSR �� Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 H Souds.rn Pine(SP)lunnber'a specified,the design values are those elective 06/01/1013 by ALSC Job Truss Truss Type Qty Ply Timberidge Development R42044099 14-0T0952 G01 MONO TRUSS 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015 7.510 s Jan 20 2014 MiTek Industries,Inc. Wed May 21 15:06:47 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-75G3gREniJ3NaW5NRXjw?1 JN5JXCGnzjqb2m6nzED26 1-6-0 i 4-6-0 I 7-7-12 711 1-6-0 3-0-0 3-1-12 d-3 Scale=1'.26.8 3x10 M18SHS 4 6.00 r12 t/,1 2x4 I 3 P 5 2 c 1 �d��; INNIE N. Or / 1-5 I ►/ O, 7 6 5 3x10 M18SHS% 10x10 = 8x10 = 2x4 1-6-0i 4-6-0 7-11-4 1-6-0 3-0-0 3-5-4 Plate Offsets(X,Y): [1:0-8-0,Edge],[4:0-3-3,0-1-8],[6:0-5-0,0-5-0],[7:0-4-8,0-9-8] LOADING (pat) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.52 Vert(LL) -0.07 6-7 >999 240 MT20 185/148 TCDL 7.0 Lumber Increase 1.15 BC 0.87 Vert(TL) -0.15 6-7 >590 180 M18SHS 185/148 BCLL 0.0 * Rep Stress Incr NO WB 0.95 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:45 lb FT=0% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins, BOT CHORD 2x6 DF SS G except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-6:2x4 DF No.2 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer ' Installation guide. REACTIONS (lb/size) 1=3404/0-5-8,5=2359/Mechanical Max Horz 1=144(LC 4) Max Uplift 1=-474(LC 5),5=-343(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-5493/762,2-3=-2739/383,3-4=-2788/449,4-5=-1723/271 BOT CHORD 1-7=-696/4843,6-7=-696/4843 WEBS 4-6=-577/3760,3-6=-284/124,2-7=-227/1870,2-6=-2461/375 NOTES 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 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. `��D P R Opt, 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. � NG[ N EF �S'/O 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 474 lb uplift at joint 1 and 343 lb uplift at �� CG .4 joint 5. 8) Girder carries tie-in span(s):23-7-0 from 1-6-0 to 7-11-4 $ •40 P E 9) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2292 lb down and 325 lb up at OP1-6-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 9 ORE 'N O 1) Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 0 (/,q R 12 2 0 Uniform Loads(plf) 1<,,,-,� Y O� Vert:1-7=-20,5-7=-471(F=-451),1-4=-64 O S 0 ON Concentrated Loads(Ib) Vert:7=-2292(F) Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 t _ I A WAHIWM; Y,itrrlrseyuyeedeur,lkv>ant RI AU MJ iii;us MIS AND iM]I1LlL MI UKHltlRFM2-Mit I411 /4/l re r-1/19/1014 MEW UV • Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. is Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek- erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified.the design values are those effective 06/01/2013 by ALSC Job Truss Truss Type Oty Ply Timberidge Development R42044100 14-0T0952 G02 MONO TRUSS 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc.Wed May 21 11:02:52 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzEIC D-COziOrtdJLvQ Du442nq L3JgQLsbimpeaWAPrxZzEGcn 4-0-0 7-11-4 I 4-0-0 3-11-4 Scale=1.26.1 2x3 I I 3 r 6.00 12 4x6 2 '. IA 5 4 3x9 = 4x7 II 4x5= 4-0-0 I 7-11-4 I 4-0-0 3-11-4 Plate Offsets(X,Y)-- [2:0-2-0,0-1-12],[4:0-2-8,0-2-4],[5:0-5-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.27 Vert(LL) -0.05 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.97 Vert(TL) -0.12 4-5 >781 180 BCLL 0.0 * Rep Stress Incr NO WB 0.97 Horz(TL) 0.03 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:42 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except BOT CHORD 2x6 DF No.2 G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W1:2x4 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=1659/0-5-8 (min.0-1-12),4=2176/Mechanical Max Horz 1=144(LC 4) Max Upliftl=-226(LC 5),4=-317(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3161/433 BOT CHORD 1-5=-387/2775,4-5=-387/2775 WEBS 2-5=-297/2590,2-4=-3120/485 NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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. R�D P R OFFS 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)1=226, c: GINE, i$/O 4= 7. 7)Girder carries tie-in span(s):18-0-0 from 4-0-0 to 7-11-4 , -7 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1700 lb down and 241 lb up at 8 40 P E 4-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)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 p 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 -7,OR ON Uniform Loads(plf) 0Lq RY 12 2 @ Vert:1-5=-80(F=-60),4-5=-356(F=-336),1-3=-64 Concentrated Loads(Ib) SOON Vert:5=-1700(F) Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 t A WARMING Verity rlrsrga yaraeu•te'rs and RIAD M.fI-S M IVIS AND IMI UL L'MI IFR R}ffRFNt.F PAdF Mil /4/i rev.1/L9/iBId rnFOHF USt Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. M� Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the Milek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/fP11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Sourhern Pine(SP)lumber is specied,the design values are those e0acvee 06101/2013 by ALSC • Job Truss Truss Type Qty Ply Timberidge Development R42044101 14-0T0952 JA01 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:53 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-gCX4cBuF4f1 Hg2fGcULabXCcmF3gW1jlg8PT?zEGcm -2-0-0 1-10-3 7-11-4 2-0-0 1-10-3 6-1-1 Scale=1:18.8 3 6.00 12 2 4 1 3x4 = 1-9-7 1-10-3 7-11-4 1-9-7 0-d-12 6-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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:17 lb FT=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 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=-52/Mechanical,2=371/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=79(LC 5) Max Uplift3=-52(LC 1),2=-141(LC 5) Max Gray 3=55(LC 5),2=371(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=141. LOAD CASE(S) Standard NG P�FFSS,o R 2 Q� : E -91' ORE'N ^o moi( GARY 12 co, SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 WAHNIM: Yrufrrleagn pdrance aysserlRlAfJIMUits(1N!HIS AND IhYI IIUfU Ni fEI(RfFER!-J'X-F PAW-1111/4/f qac 1/19/1074 F&f(INF Ulf Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SD)lumber is specified,the design values are those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply Timberidge Development R42044102 14-0T0952 JA02 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:53 2014 Page 1 I D:s4N U8w4UBwvaokVwpRCyfnzEl CD-gCX4cBuF4f1 Hg2fGcULabXCcmF3gW1jIg8PT?zEGcm -2-0-0 3-10-37-11-4 2-0-0 3-10-3 4-1-1 Scale=1:18.8 3 'I 6.00 112 ••••••00iiiiiiiiiiiiii000iiiiiiiii 2 .14 4 04 1 3x4 1 3-9-7 3-9-3 7-11-4 I 3-9-7 0-CI-12 4-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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:20 lb FT=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 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=69/Mechanical,2=378/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=111(LC 5) Max Uplift3=-31(LC 4),2=-111(LC 5) Max Gray 3=69(LC 1),2=378(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=111. ?sEp P R OFFS LOAD CASE(S) Standard c�"<� (,INE S� \ N F cc 8 1.40PE t' OF i -7 dir c, ORE O 0y0��RY 12.,ZOtJC? O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 1 F A WARNING Vvoty dr soyH p.11.1e+e ays Jeri NI AU M)H S ON IHI S AM MIMI)MI HA RFFFRFM3 PAW Nil /4/I her.1119110 Id BMW tISt iii. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 M Southern Pin.(SP)kenMr is specified,the design values are Those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply Timberidge Development R42644103 14-070952 JA03 Jack-Open •2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:54 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-8O4SpXvury97SCESACspBklmefOvEyHtzUuy?RzEGcI -2-0-0 5-10-3 7-11-4 2-0-0 5-10-3 2-1-1 3 Scale=1:21.5 6.00 12 2 , rC Ib" ►t IhkA1 3x4= 4 5-9-7 5-1R-3 7-11-4 5-9-7 0-0-12 2-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.29 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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:23 lb FT=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 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=149/Mechanical,2=426/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=144(LC 5) Max Uplift3=-68(LC 5),2=-113(LC 5) Max Gray 3=149(LC 1),2=426(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=113. LOAD CASE(S) Standard �'<F- ND P E� F0.o 41../ v 8 .40PE <' OR SON N 0y0��RY 12,Z,\-\ O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 A WARNING Verrry rfesryn p.11.005'095 and REAL.NUNS UN!NIT ANL.1197 ULF!/MI lER RttiiliM F AAGF MIt 14/1 iPK 1/19/2114 HEHJRF fist Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Sourh.vn Pine(SP)!umbel'is specified.the design values ere those effective 06/01/2013 by ALSC • Job Truss Truss Type Qty Ply Timberidge Development R42044104 14-0T0952 JA04 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS.OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11 02:54 2014 Page 1 I D:s4NU8w4U BwvaokVwpRCyfnzElCD-804SpXvury97SCESACsp8klggfOvEyHtzUuy?RzEGc1 -2-0-0 7-10-3 71;1-4 2-0-0 7-10-3 0.1-1 3 Scale=1.26.6 • 6.00 12 2 1 3x4 = 4 7-10-3 711-4 7-10-3 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.66 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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:26 lb FT=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 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=221/Mechanical,2=482/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=176(LC 5) Max Uplift3=-106(LC 5),2=-123(LC 5) Max Gray 3=221(LC 1),2=482(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)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)3=106, 2=123. .„Ep PR p,cFs LOAD CASE(S) Standard NG,)NEF 6> 8 .40PEOF y ORE 01yO 0,1 RY 12 ZOtJC? O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 A WARNING yruly drsiyu p.0 anmays and RI AU M.itS(7N 11115 AND IMI UM MI IFR RFF1REM}PAGE M11 /4/I oc,r-1119//014 till USF Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 11111 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TM Quafty Criteria,DSI.89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pune(SP)lumber is specified.the design values are those effective 06/01/2013 by ALSC • Job Truss Truss Type Qty Ply Timberidge Development R42044105 14-0T0952 JA05 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER.INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:55 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-cbeq 1 twWcGH_4MpfkvN2hyl gZ3k8zPXOC8d WYtzEGck -2-0-0 7-11-4 9-10-3 2-0-0 7-11-4 1-10-15 Scale=1.31.7 4 I4 0 3 6.00 112 o N 2 ►e •3x4= 5 7-11-4 I 7-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.16 2-5 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-5 >192 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 ) 9 Matrix Weight:29 lb FT=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 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=0-5-8,5=Mechanical,3=0-3-2. (Ib)- Max Horz 2=208(LC 5) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-110(LC 5),3=-139(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=490(LC 1),3=286(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)2=110 3=139. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. c,\<<s-e0 P R OFFss LOAD CASE(S) Standard �\ � G)NE '9 8 .,40PE A 411111 7 ORE 0h•O 0„iR Y 2 `ZOIC? O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 t f A WARNIM; Vwdydrayu p.0 annrays MO RI AL M1 If SUN MIS AMU MMIUUiI)Ni 1FH RIPtftMI PAG!MI /4/1rt•r-!/19/1(114WOW'V1f Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek- erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1111 Quality Criteria,D5B-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)krnbef is spec iced,the design values are Arose efectiee 06f0112013 by ALSC Job Truss Truss Type Qty Ply I Timberidge Development R42044106 14-070952 JA06 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02155 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCytnzElCD-cbeq 1 twWcGH_4MpfkvN2hyIgZ3k8zPXOC8d WYtzEGck -2-0-0 I 7-11-4 I 11-10-3 I 2-0-0 7-11-4 3-10-15 4 Scale=1:36.7 ;I Ia 6.00 112 3 /4 .4 oNr0 ‘j, iii 2 I o ft7� 1 ea 3x4— 5 I 7-11-4 7-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.16 2-5 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-5 >192 180 I BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 I (Matrix) Weight:32 lb FT=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 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. All bearings Mechanical except(jt=length)2=0-5-8,5=Mechanical,3=0-3-2. (Ib)- Max Holz 2=241(LC 5) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-172(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=490(LC 1),3=350(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=lb) 3=172. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 5.(c� - P R QFFss LOADCASE(S) Standard �� NG(NEFR /029 8 ,.40PE r 9 OR 'N ro 0A,,„ R Y j 2-,rLO�C? O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 1 ! AWA1NiM; !kg ayd'wgxp. e1i+re1semlAlADMT1t11UN1NASAND114(11ANDM1NAINH-INM.fDAG!1411 /4/Ii,'V.1/19/1014Off t/RF1/5F lg. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. ' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.&acing shown is for lateral support of individual web members only. Additional temporary tracing to insure stability during construction is the responsibillity of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TM1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)limber is specified.she design rallies are those e*Mcare 06/01/2013 by MSC • Job Truss Truss Type Qty Ply Timberidge Development R42044107 14-0T0952 JA07 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc Wed May 21 11,02:56 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-5nCCEDw8NZPrhVOrHduHD9q_JT4NisnARoN34KzEGcj -2-0-0 7-11-4 13-10-3 2-0-0 7-11-4 5-10-15 4 Scale=1:41.8 66164- 6.00 .00 F-12- 3 0 1 2 3 3x4 = 5 7-11-4 7-11-4 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.16 2-5 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-5 >192 180 BCLL 0.0 * Rep Stress Inca* YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:35 lb FT=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 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=0-5-8,5=Mechanical,3=0-3-2. (Ib)- Max Horz 2=273(LC 5) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-205(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=490(LC 1),3=414(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=lb) 3=205. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. Q• - P R OFFss LOAD CASE(S) Standard �C°.N �GNG(N SFR c/ 8 .40PE yti ORE i o0 0Uq R Y 12� �.O O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 1 I A WARNING V. dr>ryx y.rr.rnrcav s Jird 11!AV NU If S UN IRIS AND INC I1NIFL Mi LH(Rill MALI IAGF Mit 1411 rev.I//9/And 911(iRt IRF Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Mat*. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/r%1 Quality Criteria,DS1l-89 and SCSI Wilding Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified.the design values are those effective 06/01/2013 by A/SC • Job Truss Truss Type Qty Ply Timberidge Development R42044108 14-070952 JA08 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:57 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-ZzmbSZxm8tXiJfz1 rKPWmNN8RtQcRJ 1 JfS6ccmzEGci -2-0-0 7-11-4 1 15-10-3 2-0-0 7-11-4 7-10-15 6.00 12 5 Scale=1:46.9 I'i Io r 3x8 M18SHS 4 3 _o V d CO 2 l 1 3x4= 6 7-11-4 I 7-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.83 Vert(LL) -0.16 2-6 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-6 >192 180 M18SHS 220/195 BCLL 0.0 ' Rep Stress Inc: YES WB 0.00 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:38 lb FT=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 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=0-5-8,6=Mechanical,3=0-3-2. (Ib)- Max Horz 2=305(LC 5) Max Uplift All uplift 100 lb or less at joint(s)2 except 5=-123(LC 5),3=-237(LC 5) Max Gray All reactions 250 lb or less at joint(s)5,6 except 2=490(LC 1),3=478(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 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. 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)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)2 except(jt=lb)5=123 p PR OF 3=237. (<5's e, 0-0 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. Co' NG(N EFR 0j02 LOAD CASE(S) Standard : 640 P E 9r -vORE o 0y &AIRY 12, , rt, O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 A WARNING Yrury huge ten ma NI All M/If S UN MIS ANL I MJ 1NlPII WINK NFFINI-N.F PAW 1111 /4/t reit 1/19/!014 BFFONFOff • Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights CA,95610 If Southern Prose(SP)lumber is spec tined.the design values are those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply Timberidge Development R42044109 14-0T0952 JA09 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:57 2014 Page 1 I D:s4NU8w4U BwvaakVwpRCyfnzElCD-ZzmbSZxm8tXiJfz 1 rKP WmNN93lQcRJ1 JfS6ccmzEGd -2-0-0 i 7-11-4 l 17-10-3 I 2-0-0 7-11-4 9-10-15 6.0012 6 Scale=1:51.9 147 d I 3x4 i 5 4 B1 0 3 d m 2 a 0 1 min 3x4 = 7 I 7-11-4 7-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.16 2-7 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-7 >192 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:41 lb FT=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 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. i REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,7=Mechanical,3=0-3-2,5=0-1-8. (Ib)- Max Horz 2=337(LC 5) Max Uplift All uplift 100 lb or less at joint(s)6,2 except 3=-193(LC 5),5=-155(LC 5) Max Gray All reactions 250 lb or less at joint(s)6,7 except 2=490(LC 1),3=388(LC 1),5=311(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-259/83 NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)5. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2 except(jt=lb) Co�, .) PR r7.--__%19 f , 3=193,5=155. C NG( EF /O 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,5. �� R LOAD CASE(S) StandardCC- 8 >,40 P E 9r 1111111P , y ORE • ^o 0y �gRY 12 „ . O O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 I t A WARNIMi Veld,de.ayu par OM('lel s and Hf AU NO II S ON!HIS AM)IMI UI)N1 MUM 101-ilfiM}PAiil Mil 1413 rex.!/19/!074 NH ON USF Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. illi Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Per(SP)handset is specified the design values are those eweccive 06/01/2013 by RISC Job Truss Truss Type Qty Ply Timberidge Development R42044110 14-0T0952 JA10 Jack-Open 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:58 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzEl CD-1 AKzfvyOuBfZxpYEP2xllawKpGmrAmHTu6sA8CzEGch -2-0-0 7-11-4 17-6-12 2-0-0 7-11-4 9-7-8 6.00 12 6 Scale=1:51.2 1Y 3x5 i 5 4 • ' rYI 3 2 � 2 1 3x4= 7 7-11-4 7-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.16 2-7 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-7 >192 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:41 lb FT=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 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 0-1-8 except(jt=length)2=0-5-8,7=Mechanical,3=0-3-2. (Ib)- Max Horz 2=333(LC 5) Max Uplift All uplift 100 lb or less at joint(s)6,2 except 3=-193(LC 5),5=-151(LC 5) Max Gray All reactions 250 lb or less at joint(s)6,7 except 2=490(LC 1),3=388(LC 1),5=302(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-253/83 NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.ll;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 at joint(s)6,5. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2 except(jt=lb) 3=193,5=151. <(,C°ov i o 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)6,3,5. (�� N -, /O LOAD CASE(S) Standard ct"� 8 .40PE 9r If7 y ORE 0y0 0,1 RY 12,ZO`JC? SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 � f WARNIM; V'Pydrsrgrr pdf,unt.res anal RIAD M/11 SUN MIS ANL 114(1(11.41)MUM REFEREM-E PACE MI I /4/1nor.1/19/101411101l1(111 �� Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern rine(SP)lumber is specified,the d.siym values ace those elective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply Timbendge Development R42044111 14-0T0952 JAS01 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11,02:59 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzE ICD-VMu LsFzOfUnQYz6QzIS_roSdrg DBvDXc7mbjhfzEGcg -2-0-0 1-10-3 1-1114 2-0-0 1-10-3 0-1-1 Scale=1:11.9 3 6.00 112 vs 2 ►t 1 =/ 3x4= 4 1 1-10-3 1-1114 1-10-3 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 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=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 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) 2=282/0-5-8 (min.0-1-8),4=19/Mechanical,3=-17/Mechanical Max Horz 2=80(LC 5) Max Uplift2=-152(LC 5),3=-17(LC 1) Max Gray 2=282(LC 1),4=38(LC 2),3=33(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 except(jt=lb) 2=152. LOAD CASE(S) Standard R OF4-,, coNGINEF'S) 44/ y : 640PE 4 401, y ORE 'O 0h.O&gRY 12, ,0-\ OSOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 WANNtNG Verrly r&sryu pdmwerer s and 111AD MJ 11.`;ON MIS AM IMI tibtD MI IFN RFll1/FM.F PA(iF 1111 /4/icer.1/19/Aid 911-1R1-U1.1 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 11 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MI ITvk fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 H Southern Fuse(SP}krnber is specified.the desigh values are those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply Timberidge Development R42044112 14-070952 JAS02 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11.02:59 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-V MuLsFzOfUnQYz6QzIS_roSdrgDBvDXc7mbjhfzEGcg -2-0-0 1-11-4 3-10-3 2-0-0 1-11-4 1-10-15 Scale=1:17.1 3 6.00 12 vr c? N 2 ' 1 1 kid! 3x4 = 4 1-11-4 1-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 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=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 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=84/Mechanical,2=305/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=111(LC 5) Max Uplift3=-33(LC 4),2=-134(LC 5) Max Gray 3=84(LC 1),2=305(LC 1),4=38(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 except(jt=lb) 2=134. LOAD CASE(S) Standard t,E0 PROpp- ��\� GINEF0' 8 .40PE -VORE •N ^o 00�-IRY rt. 0. SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 � r AWARNING Verdy dc•sgii)p.)!JOIC too s RIAD NON 5.ON MIS ANN Oki(WV MINN RI-MENU PANE NI I 14/ wr.11.191)014 BUMF UV Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 M Southern Pine(SP)lenber is specified.the design values are those effective 06/01/2013 by ALSC Jdb Truss Truss Type Qty Ply Timberidge Development R42044113 14-0T0952 JAS03 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:02:59 2014 Page 1 I D:s4NU8w4U BwvaokVwpRCyfnzElCD-VMu LsFzOfUnQYz6QzIS_roSbggDBvDXc7mbjhfzEGcg I -2-0-0 I 1-11-4 I 5-10-3 I 2-0-0 1-11-4 3-10-15 Scale=1:22.4 3 " b 6.00 12 V o c7 o_ m N 2 ��A hhil ►-� 1 3x4= 4 I 1-11-4 1-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.33 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 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:15 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 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 quide. REACTIONS. (lb/size) 3=160/Mechanical,2=357/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=144(LC 5) Max Uplift3=-73(LC 5),2=-140(LC 5) Max Gray 3=160(LC 1),2=357(LC 1),4=38(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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=140. LOAD CASE(S) Standard �� k'C FIR R Ore, ,::.7 �NGIN�FR /ply 8 .40PE t"-- OP "'OP 9 OREN ^o �'yo�'gRY 12,ZO\-\ � SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 I I A WARNING Veiny rkaryn pm dlit.Ikvs smut 10 AU Ml HS UN!NIS AND I M1(1UN1 MI!ERR 111411MT YALE MI1 1411 re,v-1/19/2O14 BMW-IJ.k Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 it Southern Pine(SP)Number is specified,the design values are those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply Timberidge Development R42044114 14-0T0952 JB01 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:00 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzEI CD-zYSj4bzeQovHA7hcWTzDO??o?4SJegmIMQ LHD5zEGcf -2-0-0 1-10-3 7-11-4 2-0-0 1-10-3 6-1-1 Scale=1:18.8 3 6.00 12 2 6 ,♦ a 3x4 = 1-9-71-1 9-3 7-11-4 1-9-7 0-d-12 6-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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:17 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr 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=-52/Mechanical,2=371/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=79(LC 5) Max Uplift3=-52(LC 1),2=-141(LC 5) Max Grav3=55(LC 5),2=371(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95m h;TCDL=4.2psf;BCDL=6.0 sf;h=25ft;Cat.II;ExpC;enclosed;MWFRS(low-rise);cantilever left and right P , P P ( ) 9 exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=141. P R OFFS LOAD CASE(S) Standard '44 0AG,(NEFR si�29 8 e40PE <' y ORE �N o 0 'ir&gRY tiO12 rLO�C? SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 A WARN/M; Vewlyrlrsnyu pdudax•rvks dud RIAUMill S ON 11115 AM)IMIIHIF1)Mi!EX la FERIA}Ma Hit 14/I us ri 1//9/1814 MENU UST Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Bulldng Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)k nber is specified,the design values are those effective 06/01/2013 by MSC 1 • Job Truss Truss Type Qty Ply Timberidge Development R42044115 14-0T0952 JB02 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:00 2014 Page 1 I D:s4N U8w4UBwvaokVwpRCyfnzEl CD-zYSj4bzeQovHA7hcWTzDO??o?4SJegmIMQ LHD5zEGcf -2-0-0 3-10-3 I 7-11-4 2-0-0 3-10-3 4-1-1 Scale=1:18.8 3 6.00!12 2 Jo 1,9 � a ►, 4 1 014 3x4= 3-9-7 3-9-3 7-11-4 3-9-7 a 12 4-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defi Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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=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 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=69/Mechanical,2=378/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=111(LC 5) Max Uplift3=-31(LC 4),2=-111(LC 5) Max Gray 3=69(LC 1),2=378(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=111. ��Ep P R OFFS LOAD CASE(S) Standard �� ANG I N EFR s e .40PE a 410 9 GREG• OyO�q R Y 12 `ZOIC? SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 1 f mn. A WARNING Vaelydrsrge ydkuekr ays MO Rf All NO If S UN MIS AND IM]UUtU Mi 11K I<11-1I11MJ PAGE Nil /4/frtr-1/19/1014911Old-Ulf Design valid for use only with Mitek connectors.This design 8 based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/r%1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Sourhem Pine(SP)lumber is specified.die design values are diose eUecdve 06/01/2013 by RISC Jdb Truss Truss Type Qty Ply Timberidge Development R42044116 14-0T0952 JB03 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:01 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-RI05Hw_HB618oHGo4AUSwCYytUnYN7Ova44glXzEGce -2-0-0 5-10-3 i 7-11-4 2-0-0 5-10-3 2-1-1 3 Scale=1:21.5 II 6.00 12 2 '-� - 1 3x4= 4 5-9-7 5-1R-3 7-11-4 5-9-7 0-0-12 2-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.29 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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:23 lb FT=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 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=149/Mechanical,2=426/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=144(LC 5) Max Uplift3=-68(LC 5),2=-113(LC 5) Max Gray 3=149(LC 1),2=426(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=113. LOAD CASE(S) Standard co• ANG,I EFS dj� 8 40PE 9� • OR ON N 0y &'9 R 12 D\ 0 SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 � _ 1 A WARNING Vruly rlrayu pd+.x+n•a'+s.uul RI All MI II SUN IH1S AND IN]1)1111)HUH(NI•Ffltl-M.F PAW Mil /4/I+ter.1//9/1014 911 0511 I/11 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualty CrIteda,DSB-89 and SCSI Bulldng Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified.the design values are thou elective 06/01/2013 by ALSC • Job Truss Truss Type Qty Ply Timberidge Development R42044117 14-0T0952 JB04 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:01 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-R105Hw_HB618oHGo4AUSwCYs3UnYN7Ova44gIXzEGce -2-0-0 7-10-3 7-11-4 2-0-0 7-10-3 0-1-1 3 Scale=1:26.6 11 6.00 12 2 Ia 1 ►/ 3x4 = 4 7-10-3 711-4 7-10-3 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.66 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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:26 lb FT=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 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=221/Mechanical,2=482/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=176(LC 5) Max Uplift3=-106(LC 5),2=-123(LC 5) Max Gray 3=221(LC 1),2=482(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)except(t=lb)3=106, 2=123. LOAD CASE(S) Standard o'c<\NG,P FpeSS,o `r : 640PEAar y ORE • 06, 0 C./-1/-01 12 2 � SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 r WAHNIM; Vrnty(h.u9e ynraenetes s amt RI All MJ ttS ON MI5.41411 OM-Tt1UFL MUM HatlaN.F 1!AbF ICI /4/I iar.11191,10149111M1 tr4 �� Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �1 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 115°u-them Pine(SP)(umber is spec Med the design values are those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply Timberidge Development R42044118 14-0T0952 JB05 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:02 2014 Page 1 I D:s4NU8w4U BwvaokVwpRCyfnzEl CD-vxZUVG?vyP9?PQr?et?hTQ40ou7n6aG2pjgNHzzEGcd -2-0-0 { 7-11-4 9-10-3 2-0-0 7-11-4 1-10-15 4 Scale=1:31.7 �� Iv 3 6.00 12 .1 o � o 4 2 1 3x4— 5 7-11-4 I 7-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.16 2-5 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-5 >192 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:29 lb FT=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 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=0-5-8,5=Mechanical,3=0-3-2. (Ib)- Max Holz 2=208(LC 5) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-110(LC 5),3=-139(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=490(LC 1),3=286(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)2=110 3=139. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 5-(C-Y‘°) P R Ores LOAD CASE(S) Standard ' ANG j N EF9 4'- 4OPE yr 40, 7 ORE '`9 0 � 4,, Y -12-, O�C? SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 4 t WAKMM. Veaty dewy.pmametevs anJKI AL)M1 t}SUN all S'AM 1M111U}L M1 f}K REF}K}Mk t'AU M11 /41 wit 1/19/1814 tM-PIM}U5} Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek- erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 N 5ouuthern Pre(SP)tumbler is spec Med,she design wlues ace those effective 06/01/2013 by ALSO Job Truss Truss Type Qty Ply Timberidge Development R42044119 14-070952 JBO6 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:03 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzEICD-N77sic0XjjHs1 aQBCbWw?ddBYHT0r1 WC2NZxgQzEGcc -2-0-0 7-11-4 11-10-3 2-0-0 7-11-4 3-10-15 Scale=1:36.7 4 6.00 112 3 oA .75 c6 2 1 Bii� 3x4= 5 7-11-4 I 7-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.16 2-5 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-5 >192 180 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:32 lb FT=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 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=0-5-8,5=Mechanical,3=0-3-2. (Ib)- Max Horz 2=241(LC 5) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-172(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=490(LC 1),3=350(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=lb) 3=172. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. -c<<Sk D PR OFFss LOAD CASE(S) Standard ANG I N EF> � 8 40PE -7,0R ON 0y0&9RY 2. 0- SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 t � WAHNIM; Voly r/rsryu per,uxr(VvsMid HI AU NOUS ON filly ANL)1MIMI-DMUKRIFFIItM3 Mit Mit /4/Invr-1/L9/L0l4OHM IN n Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Soucfiern Pine(SP)lumber is specified.the design values are chose effective 06/01/2013 by ALSC • Job Truss Truss Type Qty Ply Timberidge Development R42044120 14-0T0952 JB07 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:03 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-N77sic0XjjHslaQBCbWw?ddBYHT0r1 WC2NZxgQzEGcc -2-0-0 7-11-4 13-10-3 2-0-0 7-11-4 5-10-15 4 Scale=1:41.8 Iq 6.00 12 3 o .4 c� o � ko 2 Mt 1 ►/ 3x4 = 5 7-11-4 7-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.16 2-5 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-5 >192 180 BCLL 0.0 * Rep Stress Ina: YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:35 lb FT=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 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=0-5-8,5=Mechanical,3=0-3-2. (Ib)- Max Horz 2=273(LC 5) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-205(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=490(LC 1),3=414(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=lb) 3=205. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. -��ED PR OF4Ss LOAD CASE(S) Standard � 5 �NG(NEF19 /p2� 8 .4-OPE -7,OR •N ,moo 0�yO&ARY 12,ZO�� SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 AWARNIM� V.ay!IV a u+anu•bvs and RlAU!'RJ ifSUN 1N15 AND IINJ UM LM 1 K / 9 Y F I F RFffRfM".f iAo-f MI/ /4/1 ar.I/L9J20I4 MOW Ulf mann. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/7911 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SA)kunb.n is spec Wired.dse design satires are those effective 06/01/2013 by AISC Job Truss Truss Type Qty Ply Timberidge Development R42044121 114-0T0952 J808 Jack-Open 1 1 Job Reference(optional) • PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:04 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-sJhEwy19U1 Pjfk?N1119YrAMIhpFaUmLH1 JUMszEGcb -2-0-0 I 7-11-4 15-10-3 2-0-0 7-11-4 7-10-15 6.00 12 Scale v 1:46.9 sI'I Iv 3x5 4 Q 3 ( o_ Y CO 2 i lag 1 IC 3x4= 7 7-11-4 7-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/den Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.16 2-7 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-7 >192 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:38 lb FT=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 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(t=length)2=0-5-8,7=Mechanical,3=0-3-2,5=0-1-8. (lb)- Max Horz 2=305(LC 5) Max Uplift All uplift 100 lb or less at joint(s)6,2 except 3=-193(LC 5),5=-123(LC 5) Max Gray All reactions 250 lb or less at joint(s)6,7,5 except 2=490(LC 1),3=388(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)5. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2 except(jt=lb) �,w) P R ores 3=193,5=123. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,5. c ANGINE 5,o� LOAD CASE(S) Standard 9 8 .40 P E < L -v,,_ORE o4111, �o 0�yO'veil R 12 `ZOIC? SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 t 1 A WARNING Vwdyeh.Sq.pai JIM'fevs dill Id Al)NO II SON MI5 AND 1MI WAD MI ILK III-1110-MI T!AI4 Nil /4/I rk'r.11/9/1014 1010 IN • Design valid for use Only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)Hamper is specieed.the design values are those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply Timberidge Development R42044122 14-0T0952 JB09 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc Wed May 21 11 03:05 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-KWFc711 nFKXaGuaaJOZO52iX259UJx0UVh21 ulzEGca -2-0-0 I 7-11-4 17-10-3 I 2-0-0 7-11-4 9-10-15 6.0012 6 Scale=1:51.9 I� 3x4 4t1 5 o Y 3 o, } 2 1 _� 3x4 7 7-11-4 I 7-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.16 2-7 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.45 Vert(TL) -0.48 2-7 >192 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:41 lb FT=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 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=0-5-8,7=Mechanical,3=0-3-2,5=0-1-8. (Ib)- Max Horz 2=337(LC 5) Max Uplift All uplift 100 lb or less at joint(s)6,2 except 3=-193(LC 5),5=-155(LC 5) Max Gray All reactions 250 lb or less at joint(s)6,7 except 2=490(LC 1),3=388(LC 1),5=311(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-259/83 NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2 except(jt=lb) <-3 ��p.E� P R 0FFSS 3=193,5=155. < NGINEF /O 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,5. �� G R 29 LOAD CASE(S) Standard : 640 P E '411. -7 ORE �o 0 ��gRY j2,rZO\ O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 • WAHNIMi Vold ydr's+yn pJ+.rn+rbvs Jnrl Ht AL Mil 5 O EMS Nib 1M1(H1t1)Mt IIH Ht1-fXFM2 PAUl MN /4/3 thy.1/19/10(48lfAHI Ulf • Design valid for use on with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek- erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine 1SP)lumber is specified the design values are those effective 06/01/2013 by ALSC Job Truss Truss Type Cty Ply Timberidge Development R42044123 14-070952 JB13S01 Jack-Open 1 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:10 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-gT2 VA?5w4tAsNfSX6Z8Zo6Q W36z1_BFEfzmoa WzEGcV -2-0-0 1-10-3 1-11r4 2-0-0 1-10-3 0-1-1 Scale=1:11.9 3 6.00 112 2 0 0 t 3x4— 4 1-10-3 1-11/4 1-10-3 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 • 1 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=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 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) 2=282/0-5-8 (min.0-1-8),4=19/Mechanical,3=-17/Mechanical Max Horz 2=80(LC 5) Max Uplift2=-152(LC 5),3=-17(LC 1) Max Gray 2=282(LC 1),4=38(LC 2),3=33(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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=152. LOAD CASE(S) Standard -SOkED P R ore ss cos NGINEFR 4 0 P E 9< y ORE SN 0 r �•O��RY 12 ZO�C� SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 A WARNING If.ufy Jrsryu pdr.uis'bss.runt K1 AL MIII.S UN MIS ANL MI MI)MI IFN RttM-M2 PAl,t MI1 /4/i nrr.1/19/1014BttUNt Ulf Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 11111 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Prose(SP)lumber is specified.the design values ave close efeccive 06/01/2013 by ALSC • Job Truss 'Truss Type Qty Ply Timberidge Development R42044124 14-0T0952 JB13S02 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:10 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzEICD-gT2VA?5w4tAsNfSX6Z8Zo6Q W36z1_BFEfzmoaWzEGcV -2-0-0 1-11-4 I 3-10-3 2-0-0 1-11-4 1-10-15 N Scale=1:171 3 V 6.00 12 A o � 2 I 1 ►/ =t 1 4 3x4 = 1-11-4 I 1-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 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=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 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=84/Mechanical,2=305/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=111(LC 5) Max Uplift3=-33(LC 4),2=-134(LC 5) Max Gray 3=84(LC 1),2=305(LC 1),4=38(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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=134. LOAD CASE(S) Standard ,c<<,F• D PROF-e0.0 2 ��5 NG(NcF9 /� � 8 40PE -9r -7,OR ç ; r-) oo 0 0 rL C, gRY12 yoo s ooN o� Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 I l WARNING Vr++Jy rJe•s+ya pt.Mile Mn aarl RI AU NU Il.';UN THIS AND IM]UUFU MI NA HhF!•N1h1)PAGE Mll /4/f+er-!//Y/101d NUM VSf min. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Mirek• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine ISP)lumber is specified,the design values ere those elective 06/01/2013 by MSC • Jdb Truss Truss Type Qty Ply Timberidge Development R42044125 14-070952 JB13S03 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:11 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzEl CD-8gctOL6YrAlj_p1 jgGgoKJyfeWJ jeVNudVM6yzEGcU -2-0-0 1-11-4 5-10-3 2-0-0 1-11-4 3-10-15 Scale=1:22.4 3 1 6.00 12 v oA ATIV 3x4 — 4 1-11-4 1-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.33 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 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:15 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 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=160/Mechanical,2=357/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=144(LC 5) Max Uplift3=-73(LC 5),2=-140(LC 5) Max Gray 3=160(LC 1),2=357(LC 1),4=38(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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=140. LOAD CASE(S) StandardO�Fss N �NG(NEF-, yO 2 8 .40PE yr y ORE •N 0�y0'v(61 c, 12 rZO�C? O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 • f WARNING Veradr•s�a erenmfir s end Hf AU 14V R-S ON IRIS A ! Y 9 Y AND UM)M! FK R1F1R1M.1 f At.1 Mil /4/1 ih,1/lY/1U14 WOW UV Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Catena,058-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(5P)Number a specified.the design values are those effective 06/01/2013 by ALSC b Truss Truss Type Qty Ply Timberidge Development R42044126 14-010952 JB1301 Jack-Open 1 1 IJob Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:0305 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-KWFc711 nFKXaGuaaJOZO52ifk59jJxOUVh21 ulzEGca -2-0-0 I 1-10-3 I 7-11-4 I 2-0-0 1-10-3 6-1-1 Scale=1:18.8 3 6.00 A2 of M io .' 5 6 7 4 1 3x4 = I 1-9-7 1-114-3 7-11-4 I 1-9-7 0-d-12 6-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.15 2-4 >593 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.46 Vert(TL) -0.46 2-4 >198 180 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:17 lb FT=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 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing 1I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-52/Mechanical,2=369/0-5-8 (min.0-1-8),4=75/Mechanical Max Horz 2=79(LC 5) Max Uplift3=-52(LC 1),2=-142(LC 5) Max Gray 3=55(LC 5),2=369(LC 1),4=149(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=142. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2 lb up at 2-0-0,and 2 lb up at • (LQ•°D P R OF6s 4-0-0,and 2 lb up at 6-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. \c ' NGI N E . v/0 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). C? �G LOAD CASE(S) Standard ' 8 ,e 40 P E c--- 1) 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 / Uniform Loads(plf) Vert:1-3=-64,2-4=-20 Concentrated Loads(Ib) v 41 Vert:5=1(B)6=1(B)7=1(B) y�OR •N c).'06, 09RY122 Li0. SOON O Digital Signature I EXPIRATION DATE: 12-31-14 May 21,2014 1 1 A WARNING Y.wry eh.)1ga ydrdaa'telsdart R1 AD IN1115 ON 11415 AND IM.l WA MI 111t Ht1-MENU-15AGF MU /41I air.1/19/1814101(151 USF • Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Mil of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek- erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/Mil Quality Criteria,DS11-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 It Southern Pine(SP)lumber is specified.the design values are those effective 06/01/2013 by AISC • Job Truss Truss Type Qty Ply Timberidge Development R42044127 14-070952 JB1302 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:06 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzEICD-oip_Le2POefRu29mtj4ddGFq UWj2OFekLobQlzEGcZ -2-0-0 3-10-3 7-11-4 2-0-0 3-10-3 4-1-1 II Scale=1:18.8 6.00-,--, oI Is — A to 4 hid 1 3x4= I 3-9-7 3-1!4-3 7-11-4 I 3-9-7 0-d-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 0.23 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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=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 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) 3=69/Mechanical,2=378/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=111(LC 5) Max Uplift3=-31(LC 4),2=-111(LC 5) Max Gray 3=69(LC 1),2=378(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)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)3 except(jt=lb) 2=111. �6D PR9 LOAD CASE(S) Standard ��\�"<C NC,INEFR s/�2v 8 .40PE r i y ORE 419 .9 0A",�''I-IR)/12-'20\C? OSOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 1 F A WARNIM; Vrrn!l it'Will pahoms.trvs just Kl Art M.It i/N IMIS AND IMI 01.41)MI UN KFFFKFM3 PAGE MII /4/i nen-(//9/1014 B1101f USF .... Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. mll Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the Mirek- erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/7911 Quality Criteria.DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 M Southern Pine(SP)lumber a spec(lied-the design values are chose effective 06/01/2013 by ALSC • Job Truss Truss Type Qty Ply Timberidge Development R42044128 14-070952 JB1303 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:07 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzEICD-GuNNY_31 nynHWCkyRRbsATo_MvgyngVnz?X8zBzEGcY -2-0-0 5-10-3 7-11-4 2-0-0 5-10-3 2-1-1 3 Scale=1:21.5 6.00 12 2 �, 1 3x4= 4 5-9-7 5-119-3 7-11-4 5-9-7 0-0-12 2-1-1 LOADING(psfl SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.29 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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:23 lb FT=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 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=149/Mechanical,2=426/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=144(LC 5) Max Uplift3=-68(LC 5),2=-113(LC 5) Max Gray 3=149(LC 1),2=426(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)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)3 except(jt=lb) 2=113. LOAD CASE(S) Standard co' c3 INE _S`Sj0 R e 8 40PE y,,OR ON 0,1 2 0 RY SOONO Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 f A WARM% Verity design parameters and RIAD MJII SUN MIS AND IM]ULFU Mi 1111 HilliaNJ PAW-Mil /4/f rer.l/1Y/10t4%HMI-U.ff ammo. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek- erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/T911 Quality Crferla,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine ISM kenber is specified,the design vaMxs are those effective 06/01/2013 by MSC Job Truss Truss Type Qty Ply Tlmberidge Development R42044129 14-0T0952 JB1304 Jack-Open 1 1 Job Reference(optional) I PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:07 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-GuNNY_31nynHWCkyRRbsATouYvgyngVnz?X8zBzEGcY I -2-0-0 I 7-10-3 7-}1-4 2-0-0 7-10-3 0.9.1 3 Scale=1:26.6 II 6.0012 2 7 I m om Io 1 ►m 3x4 — 4 7-10-3 7-1i1-4 7-10-3 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.66 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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:26 lb FT=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 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=221/Mechanical,2=482/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=176(LC 5) Max Uplift3=-106(LC 5),2=-123(LC 5) Max Gray 3=221(LC 1),2=482(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)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)3=106, 2=123. LOAD CASE(S) Standard �`o' AG,P E .- /O c R 2 414 8 .4-OPEfir' OP y ORE �N 0�yO��RY 12-, ,..,\•\ O SOON Digital Signature EXPIRATION DATE: 12-31-14 j May 21,2014 t t WARNING Vold"rfrs�n aran+e tors anr!N!AU NU flS(1N!Hl ANU!hV]lNl!1 M! i i -- 9 U F l IN Rill Ar,F MI1 /4/f rerv-1/L9J1!l148FFOM1-Ilk Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1111 Quality Criteria,DSB-89 and BCS!Building Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 H 5ourhern Pine(SP)kindles is specified,the design values ate those efl.ctive 06/01/2013 by ALSC Job Truss Truss Type Qty Ply Timberidge Development R42044130 14-070952 JB1305 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:08 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-k5xIIK4gYFw87L19_865ihK2HIAB WHIxBfHiVdzEGcX -2-0-0 7-11-4 9-10-3 2-0-0 7-11-4 1-10-15 4 Scale=1.31.7 0 3 ►�1 6.00 112 .1 c, 4 2 1.10011/1111111°11. 3x4= 5 I 7-11-4 I 7-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.16 2-5 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-5 >192 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:29 lb FT=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 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=0-5-8,5=Mechanical,3=0-3-2. (Ib)- Max Horz 2=208(LC 5) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-110(LC 5),3=-139(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=490(LC 1),3=286(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)2=110 ,3=139. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. -<<Y'ED P R OFFss LOAD CASE(S) Standard c �GNGINE�c'9 /029 8 .40PE <' 9 ORE •N 00L9RY j2,rLO�C? O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 A WARMING Vr.ty design pdr,rnry aers snot RI AL NO S I.IN MIS ANI)IMl MIND MI tit N---H-MI PAG-Nit /4/I ivy.1/1911014BFWI911.5E Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 111111 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/7911 Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 M Southern Por(SP)Webber is specified,the design virtues ace thou effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply Timberidge Development R42044131 14-0T0952 JB1306 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:08 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzEI CD-k5xIIK4gYFw87L19_865ihK2HIAB WHIxBfHiVdzEGcX 2-0-0 7-11-4 11-10-3 2-0-0 7-11-4 3-10-15 4 Scale=1:36.7 J I 3 6.00 12 M • us 2 J j o 3x4= 5 7-11-4 7-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.16 2-5 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-5 >192 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:32 lb FT=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 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=0-5-8,5=Mechanical,3=0-3-2. (Ib)- Max Horz 2=241(LC 5) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-172(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=490(LC 1),3=350(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=Ib) 3=172. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. �c?,0 P R OFFsi$' LOAD CASE(S) Standard 4/./"D ANG I N FFR /_.9 8 .40PE <' y OR SON N 06yO�q RY 12 rZC? SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 A KARNIM; Veuty rlesrgn pdr.eer5vs dm,RFAD NU US ON IRIS AIV11 1NIJ WA1tM M11FR RFFFRFM.F PAGE Ell 141 f rvr.l/d91E014HF ORI-11St Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek; erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 H Southern Pune(SP)lumber is specified,the design values are those.Nectve 06/01/2013 by ALSC Job Truss Truss Type Qty Ply Timberidge Development R42044132 14-010952 J81307 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:09 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzEI CD-CHU7zg4I JZ2?IVtLYsdKFutByi WQFk?4QJOF13zEGcW 7-11-4 13-10-3 I 7-11-4 5-10-15 3 Scale=1:39.4 �� Iv 6.00 12 2 o 0 so 1 V1 r IMO o � 3x4 = 4 7-11-4 I 7-11-4 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.86 Vert(LL) -0.16 1-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 1-4 >192 180 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:32 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-1-8 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 0-5-8 except(t=length)3=Mechanical,4=Mechanical,2=0-3-2. (Ib)- Max Horz 1=224(LC 5) Max Uplift All uplift 100 lb or less at joint(s)3 except 2=-221(LC 5) Max Gray All reactions 250 lb or less at joint(s)3,4 except 1=327(LC 1),2=434(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=221. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. r.ck' PR OFte, 0.0 LOAD CASE(S) Standard �\`° ANG N SFR X429 8 .40PE <- y 41111:: no RY i 2?O\kc O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 AWARNING Maly de•sr n aianir WI and WAN NU 71S ON MI5 II'k1lIU1�M f F r 9 Y - 1 1 FH Ht-EHI•M.T iAuF MI /4/f rear.l/l9fL1!ld MOM-UV Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek" fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 M Soudeern Pine(SP)lumber is specified,the design values ace those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply Timberidge Development R42044133 14-0T0952 JBS01 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 Mack Industries,Inc. Wed May 21 11:0311 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-8gctOL6YrAlj_p 1jgGgoKJyhp WJ jeVNudVM6yzEGcU -2-0-0 1 1-10-3 1-1 114 2-0-0 1-10-3 0-1-1 Scale=1:11.9 3 6.00 12 2 1 3x4= 4 1-10-3 111 114 1-10-3 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 0.19 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 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=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 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) 2=282/0-5-8 (min.0-1-8),4=19/Mechanical,3=-17/Mechanical Max Horz 2=80(LC 5) Max Uplift2=-152(LC 5),3=-17(LC 1) Max Gray 2=282(LC 1),4=38(LC 2),3=33(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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=152. LOAD CASE(S) Standard ,<c-p, - PR R ore, sO Q� co N AG(N SFR /�y 8 .4-OPE r" y4.OR ON 0,yO Vq Z R 12 OC� O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 A WARNING 14.4d rhangu p. .uurten s WV;RI AD IW IFS ON MIS AMU!M1 ULFb MI SEX RFFFRFM.F F'AGF MII /41 i o'er.1/LY/L01 d BfH)RF USF s. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)Number is spec trued the design values are those effective 06/01/2013 by ALSC • Job Truss Truss Type Qty Ply Timberidge Development R42044134 14-0T0952 JBS02 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR,97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:12 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzEICD-dsAGbh7AbUQaczcwD_B1tXVsgwfCS5It 6HFveOzEGcT 1-11-4 3-10-3 1-11-4 1-10-15 Scale=1:14,6 2 ri 6.00 112 M � � rV O 3x4 3 1-11-4 1-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.18 Vert(LL) -0.00 1 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 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:9 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 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) 1=140/Mechanical,2=121/Mechanical,3=19/Mechanical Max Horz 1=62(LC 5) Max Uplift1=-18(LC 5),2=-61(LC 5) Max Gray 1=140(LC 1),2=121(LC 1),3=38(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)1,2. LOAD CASE(S) Standard <��EO PR 57-4 _�� CN`' NRF'4 /p�'y 640P ORE �9 OxyO 09 Y12-‘Z \-\C? SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 f WARNING Yeut rtr sr x dranre tars nr 7 y p 3 !Hf All W.7J S ON IRIS ANL IMIlJLFL MI!FK HFFfKFlW.t J AkrF M11 /4J S rvr.l/19/1(!14 di tIJNt UV Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified,the design value ace those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply Timberidge Development R42044135 14-0T0952 JBS03 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:12 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-dsAGbh7AbUQaczcwD_B1tXVo5wfGS51W5HFveOzEGcT t-9-4 5-8-3 1-9-4 3-10-15 Scale=1.19.9 211 Io 6.00 ,2 4 A N dl 11► ;I 3x4— 3 1-9-4 1 1-9-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.41 Vert(LL) -0.00 1 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 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/TP12007 (Matrix) Weight:11 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-9-4 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) 1=197/Mechanical,2=179/Mechanical,3=17/Mechanical Max Horz 1=95(LC 5) Max Uplift1=-32(LC 5),2=-92(LC 5) Max Gray 1=197(LC 1),2=179(LC 1),3=35(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)1,2. LOAD CASE(S) Standard (<6. PROres,0NGINEFl4 9 8 e40PE y ORE •N 0y0 0'1 ` R Y 12 ZOC? SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 t � A WARN/M; Vero ark Mill pee aae'S',s dud Hl AD MI II.S UN MI5 AND!Ml MI-11 M!IiH HtttHFMI PAi;F Ni! /4/1 es'.1/19/ Id BFMORI-t/St • Design valid for use only with Mifek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Mirek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualtiy Crtieda,055-89 and SCSI BWIdng Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SI))lumber is spec iBed.the design values are those.Recclve 06/O1/2013 by ALSC Job - Truss Truss Type Qty Ply Timberidge Development R42044136 14-070952 JC01 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc Wed May 21 1103:13 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzEl CD-52kep 17oMoYRE7B6nhiGPkl OjJtLBY_gLx_TArzEGcS -2-0-0 1-10-3 7-11-4 2-0-0 1-10-3 6-1-1 Scale=1:18.8 3 6.00 12 2 al Io ♦ 4 1 3x4 1-9-71-119-3 7-11-4 1-9-7 0-d-12 6-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 BCLL 0.0 • 1 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:17 lb FT=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 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=-52/Mechanical,2=371/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=79(LC 5) Max Uplift3=-52(LC 1),2=-141(LC 5) Max Gray 3=55(LC 5),2=371(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=141. C\Ep P R OFFS, LOAD CASE(S) Standard c�,c_` 0GNG(NFF Li, 8 .40PE ' y ORE ,...� C14,0°I RY 12 ZO�JC? SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 WARNIMI Ve• yda•ayn p.wuii ter 5 and RIAD NO II ON MIS AND I MI 111tH)MI IF R 10-1- M.y PAi,F MII /4/1 re V.1//9/1014 fiHl)l-UV • Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1M1 QuaIy Cabala,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine ISP)lumber as specified.the design values are those ellectine 06/01/2013 by ALSO • Job Truss Truss Type Qty Ply Timberidge Development R42044137 14-070952 JCO2 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:13 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-52kep17oMoYRE7B6nhiG Pk10jJtLBY_g Lx_TArzEGcS -2-0-0 3-10-3 I 7-11-4 2-0-0 3-10-3 4-1-1 Scale=1:18.8 3 1I 6.00 2 ra o >d 4 1 3x4= 3-9-7 3-19-3 7-11-4 3-9-7 0-9-12 4-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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:20 lb FT=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 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=69/Mechanical,2=378/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=111(LC 5) Max Uplift3=-31(LC 4),2=-111(LC 5) Max Gray 3=69(LC 1),2=378(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=111. �?,0 PR OFFS LOAD CASE(S) Standard �� 04G I N EFR u/0 640PE r dir y 4011, ORE • 06yO�-1 RY 12 O�� O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 � 1 A WARNING Verdy drsryu y.u.urretirs.rnrl RI AL NO II S UN IVIS AMI IM)1/UI11 MI MK RI-MUM)I'Aiil MN /4/I rear.1//9//014 WOW-ISP Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek'erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria.DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is spec died.the design values are those effective 06101/2013 by MSC Joh - Truss Truss Type Qty Ply Timberidge Development R42044138 14-0T0952 JC03 Jack-Open 1 1 , Job Reference(optional) ' PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:14 2014 Page 1 I D:s4NU8w4UBwvaok VwpRCyfnzElCD-ZFI0ON8Q75glsGml LPDVyyaAbjDaw?Epabk0jHzEGcR I -2-0-0 5-10-3 I 7-114 I 2-0-0 5-10-3 2-1-1 3 Scale=1:21.5 11 6.00 12 2 i Im IES 1 ,/ 3x4= 4 I 5-9-7 5-1R-3 7-1.1-4_ - -I 5-9-7 0-0-12 2-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.29 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 I Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 ' 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:23 lb FT=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 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=149/Mechanical,2=426/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=144(LC 5) ' Max Uplift3=-68(LC 5),2=-113(LC 5) Max Gray 3=149(LC 1),2=426(LC 1),4=153(LC 2) ' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=113. < NEp PROFFS LOAD CASES) Standard wCNco �\AGI NEFR u/o2-s� 640PE r yy ORE . o �'yo�'�RY 12-,o\c, O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 1 A WAhNIM, Vruty Jeayu par.uuc tws dill RI AD MI II UN!HIS ANIJ IMI UUMU Ml tilt 141-1-1,X1-131-VAGF MCI 14/1 rtev 1/19/10148FHMI f/St we • Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillify of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quaey Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)Number is specified du design values are chose effective 06/01/2013 by AIX Job Truss Truss Type Qty Ply Timberidge Development R42044139 14-0T0952 JC04 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER.INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11.03:14 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzEl CD-ZFIOON8Q75gIsGml LPDVyya4njDaw?EpabkOj HzEGcR 1 -2-0-0 i 7-10-3 7-11-4 2-0-0 7-10-3 0.1.1 3 Scale=1:26.6 '1 6.00 12 2 m Id mi 1 3x4 = 4 7-10-3 7114 7-10-3 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 0.66 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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:26 lb FT=0% I 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=221/Mechanical,2=482/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=176(LC 5) Max Uplift3=-106(LC 5),2=-123(LC 5) Max Gray 3=221(LC 1),2=482(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=106, 2=123. ��Ep P R OFFS LOAD CASE(S) Standard �C-D tJG I N Etc S/o 8 40PE c- c. • y ORONN Ck, °l RV 12 7- \JC? O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 I A WANNIM. Vol dy de SRO p. .uura.n.unrl RI AU MI II IS UN tNt3 ANL IMII)UPI)MI UN NfFfN1M}PAGE Nil /4/f rsr.I/)91)014MON U51 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. NB Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillify of the MiTek- erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Greene,051-89 and SCSI Bulldng Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is spec Yued.the design values ate those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply Timberidge Development R42044140 14-070952 JC05 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:14 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElC D-ZFIOON8Q75gIsGmI LPDVyya3lj Daw?EpabkOjHzEGcR -2-0-0 7-11-4 9-10-3 2-0-0 7-11-4 1-10-15 4 Scale=1:31.7 Iq O 3 1;1 6.00 112 :1 o � o ," 2 1 3x4— 5 7-11-4 I 7-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.16 2-5 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-5 >192 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:29 lb FT=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 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=0-5-8,5=Mechanical,3=0-1-8. (Ib)- Max Horz 2=208(LC 5) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-109(LC 5),3=-139(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=488(LC 1),3=285(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)Refer to girder(s)for truss to truss connections. 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 except(jt=Ib)2=109 3=139. R�F�s 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. LOAD CASE(S) Standard -9 CZ" /e e40PE (' OREG:�,�o Qr &1Rv12.ZO�c, O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 WARNIM: Veld yfit.srye paruucttvs mord RIAU MIlt-S(1N IRIS AND CM.l UUFU MI!FR nit HMI NA(if MCI /4/i tet.1/1911014 OM I/5F ma. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,OSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 M Southern Pine(SP)timber is spec if5ed,the design values are Mose effective 06/01/2013 by ALSC • Job Truss Truss Type Qty Ply Timberidge Development R42044141 14-070952 JC06 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:15 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-1 RsODj93uPo9TQLVv6kkV97Em7ZpfSUzoFTZFjzEGcQ -2-0-0 7-11-4 1 11-10-3 2-0-0 7-11-4 3-10-15 4 Scale=1:36.7 11 6.00112 3 •• • ( o d m 2 3 1 ►/ 3x4 = 5 1 7-11-4 1 7-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.16 2-5 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-5 >192 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:32 lb FT=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 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 Qt=length)2=0-5-8,5=Mechanical,3=0-1-8. (Ib)- Max Horz 2=241(LC 5) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-172(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=488(LC 1),3=349(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)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=lb) 3=172. � P R OFFS 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. co NG)N FFR S'O LOAD CASE(S) Standard 2y .40PE (' ' OREG• p O�yO�9RY j2 rZC? SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 A WARNING Veld rdrat).y.0mot,rr,s.s4 Rt All M) 1;UN MIS AND IMI IMIIb Ml UK RIFERJNM]-PAla Mit /4/I awe 1//9//014 M IMI IN Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTekerector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 It Southern Pine(SP)lumber is spec Med,the design values are those effective 06/01/2013 by ALSC Job Truss Truss Type pry Ply Timberidge Development R42044142 14-010952 JC07 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:15 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-1 RsODj93uPo9TQLVv6kkV97Ch7ZpfSUzoFTZFjzEGcQ 7-11-4 9-10-3 7-11-4 1-10-15 3 Scale=1:29.4 0 2 6.00 12 �1 I.t o � o6 3x4 = 4 7-11-4 I 7-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.84 Vert(LL) -0.16 1-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 1-4 >192 180 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:26 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-0 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. All bearings 0-5-8 except(jt=length)3=Mechanical,4=Mechanical,2=0-1-8. (Ib)- Max Horz 1=159(LC 5) Max Uplift All uplift 100 lb or less at joint(s)3 except 2=-156(LC 5) Max Gray All reactions 250 lb or less at joint(s)3,4 except 1=325(LC 1),2=306(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) Koko�Q`�� P R OF 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. ?NcANG)N E -E:61/01,. LOAD CASE(S) Standard �40P9 400, y ORE � yO&q RY j2 LO\C? O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 f A WARNING Yroty rksrqu p.4 Ern dart RFAU MU`;UN 11115 ANL IMI ULF11 Mt ax HFFFBtMI PASt M11 /4/1 em..1/19/7014 01+081 USF • Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 11111 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the M-Tek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/T911 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified-the design values are those enactive 06/01/2013 by ALSC Jdb Truss Truss Type Qty Ply Timberidge Development R42044143 14-0T0952 JCOB Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03.16 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-VdQmR3Ahfjw05awhSgFz1 NfUpXyGOvk61 vD7n9zEGcP 6-4-3 6-sr4 6-4-3 0-1-1 2 Scale=1.25.9 11 6.00 112 3x4 I I 1 NB I0 4 3 3x4 II 6-4-3 61T4 6-4-3 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.43 Vert(LL) 0.06 3-4 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.27 Vert(TL) -0.19 3-4 >400 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.09 2 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) 1 Weight:19 lb FT=0% 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 I Installation guide. REACTIONS. (lb/size) 4=259/0-5-8 (min.0-1-8),2=182/Mechanical,3=77/Mechanical Max Horz 4=119(LC 5) Max Uplift2=-92(LC 5) Max Gray 4=259(LC 1),2=182(LC 1),3=117(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)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)2. ��0 P Rope LOAD CASE(S) Standard "os NGINEF O -57 8 e40PE -7,,ORE 'N O� kJ SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 1 A WARNING Vrrrjy Jrsryu ydrdun'te•rs dud RI AL M/N5(1N MI5 AND IMJ 111tH)MI IFR RFHRFM.T PAUL MI I /4/1 re•r.1/19/1014 BMW IRF �� Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. N SouthernPine jSPj lumber a specified the designvalues are[hose efecciw 06/01/2013 try ALSC Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Timberidge Development R42044144 14-010952 JC09 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03.16 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-VdQ mR3Ahfjw05awhSq Fzl NfWhXzcOvk61 vD7n9zEGcP I 4-4-3 I 6-5-4 I 4-4-3 2-1-1 Scale=1:20.3 6.00 2 II 12 • 3x4 I I 1 m Fil°1 I illi m cc, 1/ 4 3 2x4 II 4-3-7 414r3 6-5-4 � I 4-3-7 0-0--12 2-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.31 Vert(LL) -0.05 3-4 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.25 Vert(TL) -0.16 3-4 >456 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 2 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:16 lb FT=0% 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) 4=195/0-5-8 (min.0-1-8),2=132/Mechanical,3=63/Mechanical Max Horz 4=87(LC 5) Max Uplift2=-63(LC 5) Max Gray 4=195(LC 1),2=132(LC 1),3=112(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)2. ��:3 P R OpFs LOAD CASE(S) Standard ��„\�-• 0AGINE -, LY -17 8 ,e40PE re- Or 7 OR •N �o ti O �&,, R Y -12.'OAC? O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 . is- A WAHNIM; Vauty rf.sryu p.u,srue to,,rnrl MAL M)11 S ON fi11,AND Ill 11111.1)MI II-1(HU Hari}PAlit Mi 1 /4/I wit 1//9/L014811UMf-MI . Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSI-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 11 Southern Pine(SP)lumber is specified.the design values are those effective 06/01/2013 by ALSO Job Truss Truss Type Qty Ply Timberidge Development R42044145 14-070952 JC10 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11.03:17 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-zgz9ePBJQ02tjkVtOXmCaaCfjxJ67M_GGZygJczEGcO 2-4-3 6-5-4 2-4-3 4-1-1 Scale=1'.14.9 6.00 12 2 3x4 11 1 In 3 / 4 3x4 II 2-3-72- 3 6-5-4 2-3-7 0-6-12 4-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.42 Vert(LL) -0.05 3-4 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.23 Vert(TL) -0.15 3-4 >509 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) 0.03 2 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:13 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-5-4 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) 4=118/0-5-8 (min.0-1-8),2=89/Mechanical,3=55/Mechanical Max Horz 4=55(LC 5) Max Uplift2=-30(LC 5) Max Grav4=118(LC 1),2=89(LC 1),3=109(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)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)2. ��°D P R OFFS LOAD CASE(S) Standard \� NG I N EF S/0 %�' R v 8 40PE y OR ON 000`�RY 12 rLO�C? O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 � t A WARNING Vrr+l y rh•soda 04 Mile tr's a.enl RI AD NO If S(1N iNl S AN/i/M1 tN1F U MI UR Rill WWI PAW Mil /4/I set.1/15//014 WON-UV Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1P11 Quality Cleric,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified.the design wises are those elective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply Timberidge Development R42044146 14-070952 JC11 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc Wed May 21 11:03:17 2014 Page 1 ID:s4NU8w4U BwvaokVwpRCyfnzEICD-zgz9ePBJQ02tjkVtOXmCaaClmxly7M_GGZygJczEGcO 0-4-3 6-5-4 I 0-4-3 6-1-1 6.00 112 Scale=1:12.3 3x4 I 1 2 I - 4 � IGO3 4 2x3 II 0-4-3 6-5-4 I 0-4-3 6-1-1 Plate Offsets(X,Y)-- [1:Edge,0-1-12] LOADINGSPACING- 2-0-0 (psf) CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 0.90 TC 0.03 Vert(LL) -0.07 3-4 >999 240 MT20 220/195 TCDL 7.0 Plt.Metal Increase 0.90 BC 0.31 Vert(TL) -0.21 3-4 >355 180 BCLL 0.0 • Lumber Increase 0.90 WB 0.00 Horz(TL) 0.09 1 n/a n/a BCDL 10.0 Rep Stress Incr YES (Matrix) Weight:10 lb FT=0% Code IRC2009/TPI2007 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-5-4 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) 4=62/0-5-8 (min.0-1-8),3=62/Mechanical,1=-0/Mechanical Max Horz 4=23(LC 5) Max Uplift1=-5(LC 5) Max Gray 4=125(LC 2),3=125(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)1. 01.E3 P R OFFS, 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. �Co ANG I N E*FR s/0 LOAD CASE(S) Standard 8 40PE r • -vOR ON 0y0 e61 R Y 12 ZO�� SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 A WARNING Vrrrty riesgpi per.unerrr s.amj RI Al,Mi II S IRIS AND!MI MAD MI MK RFFFR!M.F IAIIF Mn /4/I rtw-(/19/1914 l3P901 F Ott Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/7911 Quality Criteria,DSB-89 and BCS(Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is spec feed,the design values are those etre-cave 06/01/2013 by AMSC Job Truss Truss Type Qty Ply Timberidge Development R42044147 14-0T0952 JCS01 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:17 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-zgz9ePBJQ02tjkVtOXmCaaCi IxM07M_GGZygJczEGcO -2-0-0 1-10-3 1-I 114 2-0-0 1-10-3 0-1-1 Scale=1:11.9 3 6.00 12 2 �' i� o 1 3x4= 4 1-10-3 1-I 1l.4 1-10-3 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 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=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 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) 2=282/0-5-8 (min.0-1-8),4=19/Mechanical,3=-17/Mechanical Max Horz 2=80(LC 5) Max Uplift2=-152(LC 5),3=-17(LC 1) Max Gray 2=282(LC 1),4=38(LC 2),3=33(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 except(jt=lb) 2=152. LOAD CASE(S) Standard KO° P Ork,\AGiO 9 2v PE .4 8 0 y ORE •N NQ. 0 j2 'I/0A OrZO�C� O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 A WARMIMi V',lrrlrsup+ha+.iun'a4s and RI AL Mill 5 U MIS AND ihki 11111)M7 ff9 RiFFRFM.F!Aiii MI I !4/S on I/19//0I49110Nt I/11 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Mire k' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP,lumber is specified,the design vakues are those effective 06/O1/2013 by ALSO Job Truss Truss Type Qty Ply Timberidge Development R42044148 14-0T0952 JCS02 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03.18 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzEI CD-ROXXskBxBKAkKu34aFI R6oIt2KidspEPVDiEs2zEGcN -2-0-0 1-11-4.-- .- ---- 3-143 2-0-0 1-11-4 1-10-15 Scale=1:17.1 3 6.00 12 O N 2 ,l IL A0.11 1 4 3x4 = 1-11-4 1-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 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=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 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 1 be installed during truss erection,in accordance with Stabilizer Installation guide. j REACTIONS. (lb/size) 3=84/Mechanical,2=305/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=111(LC 5) Max Uplift3=-33(LC 4),2=-134(LC 5) Max Gray 3=84(LC 1),2=305(LC 1),4=38(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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=134. LOAD CASE(S) Standard -c<< PR °Fp- GIN ,�\� EFR 8 40PE -9r y OR ON 0 &9RY 12 rL0 @ ti OC) SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 f WARNIM; Moly d scjx yon moor ft,awl RI AU Mill 5O MIS ANI)1M]WAD 141 IFX REFF7(FM.F VAGI M11 /4/I rt. 1/!9/21118 RIM Ulf mli• Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillify of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,051.89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified the design values are those efecvve 06/01/2013 by ALSO • Job Truss Truss Type Qty Ply Timbendge Development R42044149 14-0T0952 JCS03 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03.18 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzEl CD-ROXXskBxBKAkKu34aFI R6olq FKidspEPVDiEs2zEGcN 1-11-4 5-10-3 1-11-4 3-10-15 Scale=1.19.9 2 '1 p 6.00 12 oA 1 c? '1 3x4= 3 1-11-4 1-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.44 Vert(LL) -0.00 1 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 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:12 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 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) 1=202/0-5-8 (min.0-1-8),2=184/Mechanical,3=19/Mechanical Max Horz 1=95(LC 5) Max Uplift1=-33(LC 5),2=-93(LC 5) Max Gray 1=202(LC 1),2=184(LC 1),3=38(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)1,2. LOAD CASE(S) Standard P R OFFSS CNGINEF9 O2y 8 40PE y OR ON 0�yO&xi R Y 12 rLO\-\ SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 A WARNING: Vauly d0s1y11 y,u,rrur&hs.red RIA11 M/11 S UN MIS AND IMI1A1FD NI IFN REEF REM.4 PAGE N!I /41I rr•r:1/19/101401JUNf USF • Design valid for use only with Mack connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 1111 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,061.89 and SCSI landing Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 H Southern Pine(SP)lumber is specified,the design values are chose effective 06/01/2013 by ALK Job Truss Truss Type Qty Ply Timberidge Development 842044150 14-070952 JDO1 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:19 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-wC5v34CZyelay2eG8ypgf?H2Ck dbGTYjtRnOUzEGcM -2-0-0 I 1-10-3 I 7-11-4 I 2-0-0 1-10-3 6-1-1 Scale=1.18.8 3 6.00 2 oI pr. c 1 3x4 = 1-9-7 1-119-3 7-11-4 I 1-9-7 0-d-12 6-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TOLL 25.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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:17 lb FT=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 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) 3=-52/Mechanical,2=371/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=79(LC 5) Max Uplift3=-52(LC 1),2=-141(LC 5) Max Gray 3=55(LC 5),2=371(LC 1),4=153(LC 2) ' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)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)3 except(jt=lb) 2=141. ok0 PROre LOAD CASE(S) Standard ,S� NGINE, % .\,' R 2 v : 640PE r OF 0 y ORE �o A.O6, &`�RY 12-,ZO \C? O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 I t A MIMIC Wr1trie.)1(pl p u.sue B'rs,rnrJ RI AV NO 11 5 o MIS AND IM]UDFI)MI IPK N1-1-H*M.7 Mit M11 14I 1 ivy.1/19111M4 811011t.UM -- Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek.erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1911 Qualify Criteria,DS8-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 11 Southern Pine)SP)lumber is spec thud,the design values are those ethos-rive 06/01/2013 by ALSC • J0) Truss Truss Type Qty Ply Timberidge Development R42044151 14-070952 JD02 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:0319 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-wC5v34CZyelay2eG8ypgf?H2CkxIbGTYjtRnOUzEGcM -2-0-0 3-10-3 I 7-11-4 1 2-0-0 3-10-3 4-1-1 Scale=1'.18.8 3 I 6.00 112 2 of is OM4 1 ►� 3x4= 3-9-7 3-16-3 7-11-4 i 3-9-7 0-6-12 4-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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=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 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=69/Mechanical,2=378/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=111(LC 5) Max Uplift3=-31(LC 4),2=-111(LC 5) Max Gray 3=69(LC 1),2=378(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=111. FF'`°) P R OFFS LOAD CASE(S) Standard ��N., 0„\G(NEF14 L'/,, : 640PE r dr L: ORE 0"</, R Y 12 ,...N4 o SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 t _ I A WARNING Veld y rte ayu yar.uue vers aml RI AL Mf II S ON MIS AND IA WAD HI 1f R REEEREM.f PAlif NII /4 N r k'1'.l/79/1814 8M ORf I/SI . Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek'erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified.the design values are those effective 06/01/2013 by ALSC • Job Truss Truss Type Qty Ply Timberidge Development R42044152 14-0T0952 JDO3 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:20 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzEI CD-OOfHHQ DBjxQRaBDShfKvBDgC48G_KjjiyXBKwxzEGcL -2-0-0 5-10-3 7-11-4 2-0-0 5-10-3 2-1-1 3 Scale=1:21.5 II 6.00 12 2 1,11 3x4= 4 5-9-7 5-1A-3 7-11-4 5-9-7 0-0-12 2-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defi L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.29 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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:23 lb FT=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 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=149/Mechanical,2=426/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=144(LC 5) Max Uplift3=-68(LC 5),2=-113(LC 5) Max Gray 3=149(LC 1),2=426(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=113. ca. P R OFFS LOAD CASE(S) Standard co NGINEF L/0 .57 8 .40PE dr y ORE eN � OO -1RY j2,rLO�C? O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 WARNIMi l4' ry rk•siyo phi/WW1,dnrl RI AU M.l IF5(1N IRIS AND MCI MAD Ml tt•R RFF}RiN(1-PAW Nil /4/i ler.l/19/101d 8FH7NF ILSF �� Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek- erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)tumbler is specified.the design values ate diose effective 06/01/2013 by ALSC _ • Job Truss Truss Type Qty Ply Timberidge Development R42044153 14-070952 JD04 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:20 2014 Page 1 ID:s4NU8w4UBwvaolcVwpRCyfnzEICD-OOfHHO DBjxQ RaBDShBKvBDg6G8G_KjjiyXBKwxzEGcL -2-0-0 7-10-3 2-0-0 7-10-3 3 Scale=1:26.6 • 6.00 171-i- 2 ►i Id 3x4 = 4 7-10-3 7-111-4 7-10-3 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.66 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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:26 lb FT=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 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=221/Mechanical,2=482/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=176(LC 5) Max Uplift3=-106(LC 5),2=-123(LC 5) Max Gray 3=221(LC 1),2=482(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=106, 2=123. ��Ep P R OFFS LOAD CASE(S) Standard < NEF LS/0 8 40PE • y OR ON 00�RY 12 ZOr1� OSOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 A WARNING livid de,A)11 p,u nn+r rt'r s,wrl RI AU ryi IIS OH IRIS AND IMI UUhU MI It N Hf FFRtM.0 Mt 1911 /4/3 WV.11191101401f ONE USf • Design void for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,qualify control,storage,delivery,erection and bracing,consult ANSI/7911 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 H Southern Pine(SP)lumber is specified,the design values are those ef*ective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply Timberidge Development R42044154 14-070952 JOS01 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:20 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-OOfHHQDBjxQRaBDShfKvBDgDY8N5KjjiyXBKwxzEGcL 1 -2-0-0 1-10-3 1-p 11-4 2-0-0 1-10-3 0-1-1 Scale=1:11.9 3 6.00 I12 q c� 2 ►t 1 I03 1 ►, 3x4= 4 1-10-3 1-I 114 1-10-3 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Ow) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 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=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 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) 2=282/0-5-8 (min.0-1-8),4=19/Mechanical,3=-17/Mechanical Max Horz 2=80(LC 5) Max Uplift2=-152(LC 5),3=-17(LC 1) Max Grav 2=282(LC 1),4=38(LC 2),3=33(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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=152. LOAD CASE(S) Standard K<<S)‘NGP R .0 y ORE'N �o 00&gR11 12 ZOC? SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 •WARN1M: Verefy desdqu par.enrr his and RI AD NO UM INNS AND 1M]WAD MI HFRRFURFM}tAbF Mil 1413 rva 1/1911014NFFORF11.1E Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the M-Tek- erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified.the design values are Arose effective OG/01/2013 by AtSC • Job Truss Truss Type Qty Ply Timberidge Development R42044155 14-070952 JDS02 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:21 2014 Page 1 I D:s4N U8w4UBwvaokVwpRCyfnzEI CD-sbDfUmEpU FYI BLoeFNr8kQNPbYjK3AzrBBwuSNzEGcK 1-11-4 3-10-3 1-11-4 1-10-15 Scale=1:14.6 2 1� o 6.00 12 N o N 1 1� '/ 3x4= 3 1-11-4 1-11-4 LOADING(psf) SPACING- 2-0-0 CSI° DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.17 Vert(LL) -0.00 1 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 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:9 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 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) 1=138/0-5-8 (min.0-1-8),2=120/Mechanical,3=19/Mechanical Max Horz 1=62(LC 5) Max Upliftl=-17(LC 5),2=-61(LC 5) Max Gray 1=138(LC 1),2=120(LC 1),3=38(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)1,2. LOAD CASE(S) Standard .`c51s°3 P R OF6-, /0* 8 40PE 9r • y OR ON 00�-1RYj2rL,\-\ O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 t � A WARNING Verdy rle•sigrr pJr°arra tors JIM RiAD NO S ON IRIS AND IFrtl UUFL MI HA RUE RENO-PAGF MII /4/I ter.1/19/2(14 wow h/St ��• Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek° erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 tf Soachern Fine(SP)Number is specified,the design values are those effective 06/01/2013 by MSC Job Truss Truss Type Qty Ply Timberidge Development R42044156 14-0T0952 JDS03 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:21 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-sbDfUmEpU FYI BLoeFNr8kQ NLPYjJ3AzrBBwuSNzEGcK 1-11-4 5-10-3 1-11-4 3-10-15 Scale=1:19.9 2 6.00 F1-2- 0 el 2oel C-5 "' 0 3x4 3 1-11-4 1-11-4 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.44 Vert(LL) -0.00 1 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 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/TP12007 (Matrix) Weight:12 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 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) 1=204/Mechanical,2=185/Mechanical,3=19/Mechanical Max Horz 1=95(LC 5) Max Uplift1=-33(LC 5),2=-93(LC 5) Max Gray 1=204(LC 1),2=185(LC 1),3=38(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)1,2. LOAD CASE(S) Standard •<c5's“p P R Oper, co- Ct. :34,40PE411. -7ORE 1 y0 V&A R Y 12 C? O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 4 f A MANNING Vroly design yaranrr'Rtis enrl RIAD Mi If 114IS AND IMI 4WD MI It&Rttt Htfk.F PAGE M11 /4/I 'r-l/19J1014 BMW UV —� Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/MI Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber a specified dna design values are diese effective 06/01/2013 by ALSO Job Truss Truss Type Qty Ply Timberidge Development R42044157 14-0T0952 JE01 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11.0322 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-Knn2h6ESFZg9pVNrp4MNHevZRy1 NodD?PrgR?pzEGcJ -2-0-0 t 1-10-3 I 4-11-4 I 2-0-0 1-10-3 3-1-1 Scale=1:13.4 3 ' 6.00 12 A i/org001110° 2 o 4 1 3x4 = 1-9-7 1-10r3 4-11-4 I 1-9-7 0-0-12 3-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.02 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.16 Vert(TL) -0.07 2-4 >855 180 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:13 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-4 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=-52/Mechanical,2=341/0-5-8 (min.0-1-8),4=46/Mechanical Max Horz 2=79(LC 5) Max Uplift3=-52(LC 1),2=-159(LC 5) Max Gray 3=55(LC 5),2=341(LC 1),4=93(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=159. LOAD CASE(S) Standard �\��NG P EFS S% 2 � 8 40PE -9f • -7 OR ON N 0A,,, R Y 12-,rZO\4 i OSOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 I F A WARNING ywoly ift.mpo p.vnwea,rs.ONI Al)Ml 5O jU15 AND 1NU!/DFl1 Ml IFR RF1-140-M.7 PAIF MII I4/1 n.r.1/19/19148FMORI IN Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. . Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPD Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is spec i ied.the design values ere those effective 06/01/2013 by ALSC • Job Truss Truss Type Oty Ply Timberidge Development R42044158 14-010952 JE02 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11.03:22 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-Knn2h6ESFZg9pVNrp4MNHevZRy1NodD?PrgR?pzEGcJ -2-0-0 3-10-3 4-11-4 2-0-0 3-10-3 1-1-1 Scale=1:16.8 3 ,I 6.00 112 2 r j 1°? PM to 4 1 , 3x4 = 3-9-7 3-19-3 4-11-4 1 3-9-7 0-0-12 1-1-1 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) -0.02 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.16 Vert(TL) -0.07 2-4 >855 180 BCLL 0.0 * Rep Stress Inch YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:16 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-4 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=69/Mechanical,2=348/0-5-8 (min.0-1-8),4=46/Mechanical Max Horz 2=111(LC 5) Max Uplift3=-31(LC 4),2=-129(LC 5) Max Gray 3=69(LC 1),2=348(LC 1),4=93(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)3 except(jt=1b) 2=129. .cOLOAD CASE(S) Standard eco ANGI EFS Seo kr- 8 40PE c' -7OR ON 0�yO�gRY 12:1- s O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 A WARNING Vehrl rdevyu pm.euea-rs awl RI Al)M11f S LN MIS AND INIULtt MI 1FR PAW-1411 /4/i her.1/19/1014811081 Utif Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified.the design values are those effective 06/01/2013 by ALSC Job Truss Truss Type Qty •Ply Timberidge Development R42044159 14-010952 JES01 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11,0&23 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-ozLQvSF4Oso0Rfy1 NotcprSknLPoX4T8eVP_XGzEGcI -2-0-0 1-10-3 1-I 114 • 2-0-0 1-10-3 0-1-1 Scale=1:11.9 3 6.00 112 2 03 ►►►►► 3x4= 4 1-10-3 1- 114 1-10-3 0-1-1 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 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=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 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) 2=282/0-5-8 (min.0-1-8),4=19/Mechanical,3=-17/Mechanical Max Horz 2=80(LC 5) Max Uplift2=-152(LC 5),3=-17(LC 1) Max Gray 2=282(LC 1),4=38(LC 2),3=33(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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=152. LOAD CASE(S) Standard \<<-�ED P R OFFS,s _\ �tJG I N E9 /O29 cc 8 e40PE r -7ORE 'N 0&0 'w&1 RY A`1, SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 1 _ I A MAIMING yrulydesupr par.nre rens and CI All NU II SUN IHI5 AND IMI(MD MI NM RffPHIM.T PAW MII /4/i ner.l/!9/HHd WON Uhf Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is spec i(ied,the design values are those effective 06/01/2013 by ALSC • Job Truss Truss Type Qty Ply 7imberidgeDevelopmentI, R42044160 14-070952 JES02 Jack-Open 2 1 Job Reference(optional)_ PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:23 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzEICD-ozLQvSF4OsoORfy1 NotcprSknLPoX4T8eVP_XGzEGcI -2-0-0 1-11-4 3-10-3 2-0-0 1-11-4 1-10-15 Scale=1-.17.1 3 /' 6.00 12 Y 2 1 4 3x4 = 1-11-4 1-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 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=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 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=84/Mechanical,2=305/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=111(LC 5) Max Uplift3=-33(LC 4),2=-134(LC 5) Max Gray 3=84(LC 1),2=305(LC 1),4=38(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 except(jt=lb) 2=134. LOAD CASE(S) Standard NG F E - o 2 ‘Z" : - OPEear 9r ,y ORE'NO3 1RY 12h O O ON SOO Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 f A WARNING Veld,Jasryr par.nures enrt RIAU M/It S ON 7111SAM1 IMI 111.411141 IFN 1111 kW-MI Mit 1.111 /4l i t•v.1/!9/1014 NUt/NM USf • Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/111 QuaBty Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is spec Med.the design values ace those elective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply Timberidge Development R42044161 14-010952 JF01 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11.03:24 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzEICD-GAuo6oGinAxt2pXDwVOrM3?vxlewGXjHt99Y3izEGcH -2-0-0 1-10-3 1 7-11-4 I 2-0-0 1-10-3 6-1-1 Scale=1:18.8 3 6.00 2 4 1 3x4 1-9-71-19-3 7-11-4 1-9-7 0-d-12 6-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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:17 lb FT=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 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=-52/Mechanical,2=371/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=79(LC 5) Max Uplift3=-52(LC 1),2=-141(LC 5) Max Gray 3=55(LC 5),2=371(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)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)3 except(jt=lb) 2=141. ��Ep PROFFS LOAD CASE(S) Standard ��\�� ANG)N EFR 9 8 440PEdir 410 y ORE 0 0. 6,„ R Y 12 Z,s\-\ SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 4 f A WARNING: Y o$y drsryu y.u.um trn s acct Hf All M/I1 S(1N MIS AND 161 UM MI lilt HFFFHFM.T PAGE NII /4/3 At, 1/19/111Id NUUUI l/SF Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Mirek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Crtieda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pee(SP)lumber a spec flied.the design rek.es are those eeacvre 06/01/2013 by ALSC • Job Truss Truss Type Qty Ply Timberidge Development R42044162 14-0T0952 JF02 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11.03:24 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-GAuo6oGinAxt2pXDwVOrM3?vxlewGXjHt99Y3izEGcH -2-0-0 3-10-3 7-11-4 I 2-0-0 3-10-3 4-1-1 Scale=1:18.8 3 'I 6.00'.12 2 till To? a 4 3x4= 3-9-73-19-3 7-,1-0 3-9-7 0-d-12 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 0.23 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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=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 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=69/Mechanical,2=378/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=111(LC 5) Max Uplift3=-31(LC 4),2=-111(LC 5) Max Gray 3=69(LC 1),2=378(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)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)3 except(jt=lb) 2=111. r:5*CO3 PROFFSLOAD CASES) Standard I NEFRSi40PE01111. OR /N 0yOe..gRY 12 rZO�C? SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 4 A WARNING Vruly drs+yn pal dint'bvs Jar!RI Al)NL if SON!NIS ANL INTI!/Lilt)MI ILK RIFF RIM hAIit Mit /4/i rear.I/19/1014 MIMI-rit • Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified.the design values are rhos*effective 06/01/2013 by ALSC III Job Truss Truss Type Qty Ply Timberidge Development R42044163 14-0T0952 JF03 Jack-Open 1 1 i Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11,03:24 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-GAuo6oGinAxt2pXDwVOrM3?u3lewGXjHt99Y3izEGcH I -2-0-0 i 5-10-3 I 7-11-4 I 2-0-0 5-10-3 2-1-1 3 Scale=1:21.5 11 6.00 12 2 I Q. i-/ ,/ 1 3x4= 4 5-9-7 5-19-3 7-11-4 I 5-9-7 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 0.29 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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:23 lb FT=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 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=149/Mechanical,2=426/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=144(LC 5) Max Uplift3=-68(LC 5),2=-113(LC 5) Max Gray 3=149(LC 1),2=426(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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. I 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 capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=113. ��Ep PROFFS LOAD CASE(S) Standard 4C7�\CD' NG,1NEFSio R -9 Q : 640PE 1' y�OREc. �S9 06,,, A R Y 12.O�� SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 1 / la— A WARNIMi !foal.de srya p. .rna tens aarl RI AL NO I1 S UN 11115 AND IMI!DED 11111-K HEEEHEM.E PAW-Mil /411 re c 1/!9/1714 Blf(Jill UV • Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,051-59 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)Number is specified.the design values are those elecdre 06/01/2013 by ALSC Job Truss Truss Type Qty Ply Timbendge Development R42044164 14-0T0952 JF04 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:25 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElC D-kMSAK8HKXU3kgz6QUDw4uGXzh9_9?zyR6pu5b8zEGcG -2-0-0 7-11-4 2-0-0 7-11-4 3 Scale=1:26.8 • 6.00 112 4 l7 2 I 1 3x4= 4 7-11-4 I 7-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.68 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 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:26 lb FT=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 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=224/Mechanical,2=485/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=177(LC 5) Max Uplift3=-108(LC 5),2=-124(LC 5) Max Gray 3=224(LC 1),2=485(LC 1),4=153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=108, 2=124. LOAD CASE(S) Standard � N�,,P E�Fss,O R 2 , 8 e40PE 9r y ORE •N 'c 00'veil R Y 12 ZOIC? O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 � 1 WARNIMi Voolydeuga paf.rrnverssnd RIAU MIHSUN IRIS AMU 1N]tA1FD MI IFI(RI-FFIGFM2 PAGE MII /4/I fee 1/19/1814 BF}ONFUtil- Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Milk*"erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Catena,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)ha nber is specified.the design values are those effective 06/01/2013 by AtSC Job Truss Truss Type Qty Ply Timbendge Development R42044165 14-070952 JF05 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:03:25 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-kMSAK8HKXU3kgz6QUDw4uGXyF9_9?zyR6pu5b8zEGcG -2-0-0 7-11-4 9-10-3 2-0-0 7-11-4 1-10-15 4 Scale=1:31.7 ►� Ia 3 1�1 6.00 112 .l o � d � 4 2 1 ►A 3x4= 5 7-11-4 7-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.16 2-5 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-5 >192 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:29 lb FT=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 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=0-5-8,5=Mechanical,3=0-1-8. (lb)- Max Horz 2=208(LC 5) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-109(LC 5),3=-139(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=488(LC 1),3=285(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)3. 8)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=139. ��D P R O��S' 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. c0 MAGI NEL, S> LOAD CASE(S) Standard - 2y /� .40PE 0REG:�'`o 0/5,„, RY 12-,ZOIC? SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 t � WARNING Void yrfrs+y++yd+nn+vh•+s unrJ RI AU hV175fIN 1H15ANU 1MIl/UFU MI If HfiFRf-N(.F PAiif M11 /4/i+r•r-1/19/1014 Nff(JNF Uk Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine(SP)lumber is spec Med.the design values are these effective 06/01/2013 by ALSO Job Truss Truss Type 'Qty Ply Timberidge Development R42044166 14-070952 JFS01 JACK 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 1103:26 2014 Page 1 I D:s4NU8w4UBwvaokVwpRCyfnzElCD-CYOYXUIyInBbl6hc2wRJRU4F 1 ZQ VkQCaKSef8azEGcF 1 -2-0-0 1-10-3 1-11114 2-0-0 1-10-3 0-1-1 Scale=1:11.9 3 6.00 I12 rn 2 103 1 t 4 3x4= 1-11-4 I 1-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 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=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 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=-17/Mechanical,2=282/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=80(LC 5) Max Uplift3=-17(LC 1),2=-152(LC 5) Max Gray 3=33(LC 5),2=282(LC 1),4=38(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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=152. LOAD CASE(S) Standard ��ci P R OF6- \g �cNGjNEFR /O�9 640PEdor dir y ORE e 0ORY 12>ZO\4 O SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 WAHNIM, Vo yrr>ryu ydh,ia>oays and HMV IVU II UM 11415 AND'MI 111.4-1)Ml IFN WHIM IVO-Mit MN /4/i is'r.I/19/!iiia BM(JNF USt • Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during constriction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified the design values ere those effective 06/01/2013 by ALSC job Truss Truss Type Qty Ply Timberidge Development R42644167 14-070952 JFS02 JACK 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc. Wed May 21 11:0326 2014 Page 1 la s4NU8w4UBwvaokVwpRCyfnzElCD-CYOYXUIyInBbl6hc2wRJRU4F 1 ZQ VkQCaKSef8azEGcF i -2-0-0 1-11-4 3-10-3 2-0-0 1-11-4 1-10-15 Scale=1.17.1 4 6.00 FIT 3 10/I kn 2 1 5 3x4= 1-11-4 1-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 Vert(TL) -0.00 2-5 >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=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 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) 2=213/0-5-8 (min.0-1-8),5=19/Mechanical,3=180/Mechanical Max Horz 2=106(LC 5) Max Uplift2=-112(LC 5),3=-141(LC 4) Max Gray 2=213(LC 1),5=38(LC 2),3=180(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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)except(jt=lb)2=112, 3=141. LOAD CASE(S) Standard P R OFFss NGiNEFR � /O�9 � r 40PE oP -7ORE• o6,„ RY rZO�C? SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 ( I � N A WAHNIM: VeBry drays y.++dn+rays mut Hf AU MN S UN MIS AND!Ml WAD MINN NI-FfWWI PAGf M11 /411 u•r.1//9//014 BFFOIf!UtiF • Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber s specified.the design values are those effective 06/01/2013 by ALSC r - Job Truss Truss Type Qty Ply Timberidge Development R42044168 14-0T0952 JFS03 JACK 1 1 IJob Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.520 s Apr 22 2014 MiTek Industries,Inc Wed May 21 11.03:27 2014 Page 1 ID:s4NU8w4UBwvaokVwpRCyfnzElCD-hlaxlpla35JSvGFocdyY_hdQnzmkTtSkZ6NCg 1 zEGcE -2-0-0 I 1-11-4 5-10-3 2-0-0 1-11-4 3-10-15 Scale=1:22.4 4 6.00 12 Iv 3 "' 2 i� ►A 3x4= 5 1-11-4 1-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 Vert(TL) -0.00 2-5 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:15 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 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 Qt=length)4=0-1-8,2=0-5-8. (Ib)- Max Horz 2=144(LC 5) Max Uplift All uplift 100 lb or less at joint(s)4,3 except 2=-117(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=281(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical 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 at joint(s)4. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3 except(jt=lb) 2=117. P R OFes � s 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. Q. F LOAD CASE(S) Standard N`'(N EF,4 X02 Q 8 .4-OPE 9r OP y A ORE •N co 0 0 �yO1RY j2 rLC? SOON Digital Signature EXPIRATION DATE: 12-31-14 May 21,2014 1 1 A WANN1Mi yrh+ty rlrshya pall Min.a'hs.mrl NIX/M/1150N MIS AMU IMIUI1t1/MI IF X NFffNFMJ PAGI MU /4/1 n,r.1/19//1114 FkWM-Ulf Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteda,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)kinds.''is specified.the design values are those efectiv.06/01/2013 by ALSO Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 s " Center plate on joint unless x,y offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 (Drawings not to scale) Damage or Personal Injury Min= Dimensions are in ft-in-sixteenths. irib‘, Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 1 2. Truss bracing must be designed by an engineer.For 0'/16„ 4 wide truss spacing,individual lateral braces themselves 0 L\411 WEBS may require bracing,or alternative Tor I Allilallt ce ., a bracing should be considered. igidi ce F ip0 O= 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7' .-7 -6 designer,erection supervisor,property owner and plates 0 'hd' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in Mitek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR 1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER 3907, ESR 2362,ESR 1397,ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that 4*i�� Indicated by symbol shown and/or SYP represents values as published specified. by AWC in the 2005/2012 NDS by text in the bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. If indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. .."-- 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior r (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. ® l Min size shown is for crushing only. Mil 4 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and not picturessuf )before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with P MiTekl„ 9 Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. • Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013 1