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Plans (40) S A 57-,20/2 -� 066/6/ IN L I S-2 (5t) i GeVF r FEB 0 200 14 cavopi„,,\ uIL ti1 /h `' MiTek Indus 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Re: OT-07206 Telephone 916/676-1900 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:834101898 thru 834101972 My license renewal date for the state of Oregon is December 31,2012. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These miss designs rely on lumber values established by others. PRpF�s 8364 OPE r- / 1 v OREGON ND OHO qRY 1 ' © SOON Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 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. I Job Truss Truss Type Oty Ply Tenberidge Development R34101898 OT-07206 Al Special Truss 3 1 11 Job Reference(optional) PRECISION TRUSS&LUMBER,INC..CLACKAMAS.OR.97015,r 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:14:29 2012 Page 1 ID:U W PuU3XD5570unTglErmDUzgUw7-4XIVz3UgopvwoOnRiZUljewu37W U6DFgrOimwezpmke -1-0-0 6-8-6 I 13-1-3 I 19-11-5 il 26-6-0 33-0-11 I 39-8-14 I 46-0-0 47-0-0 /-0-e 6-8-6 6.4-14 6-10-2 6.6-11 6-6-11 6-8-3 6-3-2 0- M - Scale=1:82.6 6x8= 2x4 II 6x6 = 6 7 8 10.00 Fir ca - //:// // kN \� // �� % 5x5 i //2- �\\ i' \ N. 9 4 /l � \ n 5.00 12 5 /% \x O- 0 i VA r� -''�„ �\ �J ,�/ N- 4x5\� 3x5 �� '\ \ / \\\ /t�� N 10 4x5 �� 3x5 G / 4 � //',� ��\\ \_/ \\ �1! `.<NN \ �// ` 11 T\_. L�l 12 to d 0 20 17 21 15 14 22 23 13 24 25 4x9 II 4x5 II 19 18 16 3x6 = 3x5= 2x4 II 3x5= 3x5 = 3x8 = 3x6= I 46-0-0 I 6-g 6 I 13-1-31 0-1-92 16 8-9 I 26-6-0 -6 11 I 37-6-14 11-0-14 8-5-1 Plate Offsets(X.Y): [2:0-2-11,0-1-91,[6:0-6-0,0-1-121,[8:0-4-4.0-2-01,[11:3-4-11,0-1-121,[11:1-9-8,0-1-121,[11:0-6-7,0-0-81;[15:0-3-0,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.73 Vert(LL) -0.50 13-15 >788 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.90 Vert(TL) -1.01 13-15 •>391 180 BCLL 0.0 " Rep Stress Incr YES WB 0.59 Horz(TL) 0.06 11 n/a n/a Weight:277 lb FT=0% w BCDL 10.0 Code IRC2009(rPI2007 (Matrix) LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except BOT CHORD 2 x 4 OF No.1&Btr G 2-0-0 oc purlins(5-8-9 max.):6-8. WEBS 2 x4 OF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: SLIDER Left 2 x 4 DF Std-G 3-6-10,Right 2 X 8 OF No.2-G 4-2-8 6-0-0 oc bracing:16-18. WEBS 1 Row at midpt 6-16,6-15,7-15,5-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=504/0-5-8 (min.0-1-8),18=2428/0-5-8 (min.0-2-9),11=1743/0-5-8 (min.0-1-14) Max Horz 2=364(LC 4) Max Uplift 2=-160(LC 3),18=-273(LC 4),11=-213(LC 6) Max Gray 2=515(LC 7),18=2428(LC 1),11=1743(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-566/203,34=-493/217,4-5=119/287,5-6=-1139/258,6-7=-1204/284, 7-8=1204/284,8-9=2005/363,9-10=-2062/249,10-11=-21991225 BOT CHORD 2-19=-261/456,18-19=261/456,16-21=-174/760,15-21=-174/760,14-15=-94/1157, 14-22=94/1157,22-23=94/1157,13-23=-94/1157,13-24=-84/1515,24-25=84/1515, 11-25=84/1515 WEBS 4-19=0/267,4-18=-706/189,5-16=-61/1189,6-16=-554/108,6-15=-2041943, 7-15=-462/255,8-15=159/257,8-13=-172/757,9-13=233/308,5-18=1886/287 �c 5 PRQFF NOTES �c�� .f GINE' s..,/ 1)Unbalanced roof live loads have been considered for this design. -, 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft:Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and , 5, right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 i� 8364 P E 1' 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide /•.- will fit between the bottom chord and any other members,with BCDL=10.0psf. . v 6)A plate rating reduction of 20%has been applied for the green lumber members. - GREG�. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and C A,GR. O � referenced standard ANSI/TPI 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. o o(:)‘\‘ ' 9)Design assumes 4x2(flat orientation)purlins et oc spacing indicated,fastened to truss TC w/2-10d nails. • Digital Signature LOAD CASE(S) Standard ( EXPIRATION DATE:12-31-12 January 31,2012 t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITRE'REFERENCE PAGE112r1-7470 BEFORE USE. 1.011 it I 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 responsibilllty of the '�e erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Greenback Lana,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,038.89 and SCSI Building Component 7777 GHreenback k L.ne Su Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria:VA 22314. 10 1f Southern Pine ISP or SPgt lumber is specified,the design values are those et-rev:lye 6Etl1f2642 by ALSC or proposed by SPIE. A ► Job Truss Type OT-07206C.11Y Timberidge Development SPECIAL TRUSS PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r 3 834101899 /11.111 Job Reference(o.tional r 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jen 31 15:14:31 2012 Pege t ^ 6-8-6 1 9-11- ID:UWPuU3XD55?OunTglErmDUz Uw7- 1-0 r1. - 6-•-, 9 OwpF9-8-1, 9etjwgq_XDoX?-6-I a71zIXBt ?zpmkc 6-10-2 6-6-.11 33.1- 39-8-1• 6-6-11 6-8-3 4._s_t 6-3-2 a 6x8= 2x4 I I Scale=1:82.0 6x6 = 10.00 12 6_ 7 ln� L„,. ., ,,i, / ii 5x5 / 5.00 12 5 / \ �.� A / �\ \/ 9x4 // 305 \\ � / \\ 3x5 �- 4 �i ��\ \ / r ep 3x5 3�'/�_, \ \ �\ 4x5 x i., \ _\ \ .,10 4x5 ap,1 /_.,,.i.�• I , \ / ,,.� 4x5 I I ,1 i 1716 2x4 II 3x5=18 19 3x6= 15 20 14 13 21 22 12 23 24 \x9 ¢ 3x5 = 3x8= 3x5 = 4x9 II 3x6 = Plate Offsets X Y: 2:0-2-11 0-1-9 6:0-6-0 0-1-12 8:0.4-4 0-2-0 11:1-9-8 0-1-12 11:3-4-11 0-1-12 11:0-6-7 0-0-8 14:0-3-0.0-1-8 LOADING (psi) SPACING 25.0 2-0-0 CSI DEFL TCDL 5 0 Plates Increase 1.15 TC 0.72 Zoo) >784 L/d 40 Lumber Increase 1.15 Vert(LL) -0.51 12-14 240 PLATES GRIP BCLL 0.0 " Rep Stress lncr YES WB 0.90 Horz(TVenal.) -1.02 12-141 >390/a 180 MT20 220/195 BCDL 10.0 Code IRC2009liP12007 0.59 Horz(TL) 0.06 11 (Matrix) iris rile Weight:275 lb FT=0% TOP CHORD 2 x 4 DF No.1&Btr G BRACING BOT CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood(5sheathing directly applied or 2-2-Doc purlins,except 2 x 4 DF G 2-0-0 oc purlins(5-8-10 max.):6-8. WEBSSR Left 2 x 4 Std Std-G 3-6-10,Right 2 X 8 OF No.2-G 4-2-8 BOT CHORD Rigid0ceoc a directly applied or 10-0-0 oc bracing, Except 6-0-0 oc bracing:15-17. WEBS 1 Row at midpt 6-15,6-14,7-14,5-17 MiTek recommends that Stabilizers and required cross bracing REACTIONS (lb/size) 11=1669/0-5-8 (min.0-1-12),2=505/0-5-8 (min.0-1-8),17=2425/0-5-8 (min.0-2-9) be installed during truss erection,in accordance with Stabilizer Max Horz 2=368(LC 4) Installation_aide. Max Uplift 11-167(LC 3),2=159(LC 3),17=-274(LC 4) Max Gray 11=1669(LC 1),2=515(LC 7),17=2425(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=567/202,34=-494/216,4-5=121/284,5-6=1139/258,6-7=-1203/284, 7-8=1203/284,8-9=1999/364,9-10=-2055249,10-11-2191/225 BOT CHORD 2-18=264/457,17.18-264/457 15-20=-177/760,14-20-177/760,13-14=-98/1155, • 13-21=-98/1155,21-22=98/1155,12-22=-98/1155,12-23=-88/1512,23-24=88/1512, 11-24=88/1512 WEBS 4-18=0/267,4-17=705/188,5-15=-62/1186,6-15=552/109,6-14=-204/941, 7-14=463/255,8-14=-159/261,8-12=-176/751,9-12=-237/312,5-17=1883/288 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and cj� EF. -Li right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. A. 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 3640 P �r will fit between the bottom chord and any other members,with BCDL=10.Opsf. �/ 6)A plate rating reduction of 20%has been applied for the green lumber members. 4111 7)This truss is designed in accordance with the 2009 International Residential Code sections 8502.11.1 and 8802.10.2 and referenced standard in accordance 1. 8) "Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. ��UF?Y 2/ O4 • 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. �'S'Q{�'gRY 2 2 �,� LOAD CASE(S) Standard SOt�� Digital Signature EXPIRATION DATE, 12-31-12 ®Wrau�-ve,l January Verify des/gra parameters and READ MOMS 4H TH]S AND-INCLUDED MIMIC REFERENCE Design valid for use only with Mnek connectors This design is based only upon parameters shown,and is for on individual building component. ' 2012 Appllcabl0}y of design parameters and pg��'T47�BEFQRE MR s " Is is for lateral support of individual web members only.Additional emn of porarytbr bracing in insture y tstbobtlldy during construction is the responsibillttof j erector.Additional permanent bracing of the overall structure Ls the responsibility of the building designer.ing designer or general guidance a regarding shown -_k• fabrication,duality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria.DEB_- y the `r Safety Information available from Truss Plate Institute 781 N.Lee Sheet.Suite 312.Alexandria,VA 2231Building Heights. If Southern Pine(SP or SPO lumber is specified,the destgn values are those fictive 06�Y11/2012 by ALSO of and component 7777 Greenback Lane,Suite log by SPtB. Citrus Heights,CA,95610 Job Truss Type Qty Ply Timberidge Development R34101900 1 SPECIAL TRUSS Job ReferenCe(o•tional OT-07206 7.250 s May 11 MITek Industries.Inc.Tue Jan 31 15:14:32 2012 Page 1 1 ID:UWPuU3XD55?OunTglErmDUz2Uw7-U6 d 2011 MlT HVftVON S,Inc. V Jan 31 5.14 3 aXRzea kb PRECISION TRUSS 8 LUMBER.INC.,CLACKAMAS,OR.97015.r 1 -5 r-4- - 0- 13-1-3 0 13-1-3 1-0-0 Scale=1:36.4 13 4x'43:00 1 2 F' / 5.00 1 iii 2 /1 .5x3 II I 1 2! 1.5x3 II 11� e l. 1.503 11 10 C 1.503 11 „„,---<.,..,- ----- 1.503 - 1.5x3 II �!'/ y I. I 1.5x3 II 7�i 6 1.503;____:2---- 1.5x3 .5x3 1.5x3 11 55ii1i 3x44 3x5 II 19 t8 17 16 15 14 1..56 x3 I I 1.5.5 20 x3 II 1.5x3 I I 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 2x3 II III Plate Offsets X Y: 2:0-2-3 0-2-13 12:0- -0 0-0-8 PLATES GRIP CSI DEL in (lac) Ildefl Lid MT20 220/195 III LOADING 25.0 SPACING 2-.15 TC 0.36 Vert(LL) 0.00 1 n/r 120 TCLL 27.0 Plates r Increase 1.15 BC 0.06 Vert(TL) 0.00 1 nlr 90 TCLL 7.0 Lumber ress Incr Y1.ES5 WB 0.04 Horz(TL) 0.00 14 n/a Na Weight:84 lb FT=0% BCD 0.0 * Code Rep t1RC20091TPI20 7S (Matrix) BCDL 10.0 BRACING LUMBER TOPTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, CHORD 2 x 4 DF No.1&Btr G except end verticals. BOTT CHORD 2 x 4 DF S &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std td G MiTek recommends that Stabilizers and required cross bracing OTHERS 2 x 4 DF Std G be installed during truss erection,in accordance with Stabilizer SLIDER Left 2 x 4 DF Std-G 1-6-2 is-I-to 9.i.e REACTIONS All bearings 13-5-8. (Ib)- Max Horz 2=252(LC 4) Max Uplift All uplift 100 lb or less at joint(s)2,14,22,21,20,19,18,17,16,15 Max Gray All reactions 250 lb or less at joint(s)2,14,22,21,20.19,18,17,16,15 FORCES (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 1-4-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� P R© tfis, 6)'This truss has been designed for live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� GI N � s� will fit between the bottom chord and any other members. 9 7)A plate rating reduction of 20%has been applied for the green lumber members. 9 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and Y 364 O P referencedisir Sstandard ANSI/TPI 1. 9) Semi-rigid standard pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Arm LOAD CASE(S) Standard `y QREGOP D� C'.yt✓g RY ,2 �? O • So0N Digital Signature EXPIRATION DATE:12-31-12 January 31,2012 M .,,,..:, .,. �. Alk WARM?*-V arifb design narmneters and READ NOTES ON THIS AND INCLUDED 3IIT.EIf REFERENCE PAGE ME 77473& on USE. 4111 i H Design valid for use only with MiTek connectors.'This design is based only upon parameters shown,and is for an individual building component. MiTek'is for lateral u design of parameters and proper web members only.Additional temporaryporation of tis responsibility of brac ng to stability during construcgner-not tion 8 the rr .sponsibllliry of the is fortor.Al Supp erector. fl.Additional permanent edelg of the overall structure is the, consult bilA of the buildingadCriteria..For and guidanceig regarding 7777s Heights.CL,Lane, Su Safety Information available storage,from TrussiPla a In titute.781 N.Lee Street Suite 3 2,Alexandria,VA 22314. Citrus 058.89 and SCSI Building Component Tr77 Greenback 1,958 Suite 109 10 If Southern Pine{SP or SPO lumber is spacttiedl.the destml values are chose effec tie V5:61/2912 by ALC or pranosed by SPI r • Job Truss( Truss Type Qty Ply Timberidge Development OT-07206 131 SPECIAL TRUSS R34101901 1 1 PRECISION TRUSS&LUMBER,INC..CLACKAMAS,OR.97015,r Job Reference(optional) r 7.250 s May 11 2011 MiTek Industries.Inc.Tue Jan 31 15:14:33 2012 Page 1 ID:UWPuU3XD5570unT UzgUw7-yJY0p0H14CxPZhuy4bYkuR21EGmrg 3tzpmka 6-8-6 13-1-3 19-11-5 -0 6-8-6 I 6-4-14 I 6-10-2 i 26-6-0• I 32-10-1364-333-pp,,4 39-8-14 4 6-6-11 6.4-13 0.1n14 6-8-3 6-3-2 Scale=1:83.1 5x8' 2x4 II 10 5x8\\ 7 10.00 12 6 /1 21 8 i 5x -.:/// \ / \\ N5.00 12 \\ // \� �\� 2x4 // • E 8 �yJ!// \ \N 1 :::" 3x5 G /� �� \\\\ / \ \`‘‘.\\„, d, 3x5 .�'" \ / �\ 4x5\\ 3x5 3/,.r-- �\ @ \\ .\ /� \ \\\12 4x5 i d .. ei 4 4x5 II 20 19 23 18 17 24 16 15 25 26 14 27 28lik 2x4 II 3x5= 3x6 = 4x9 II 3x5= 3x9= 3x5= 3x6 = 1 6-8-6 1 13-1-3 13-21-12 19-11-526.6-0 6-8-6 6-4-14 0-Y-9 6-8-9 I I 1137-0-15 4t5 8-5-1 1 Plate Offsets(X,Y): [2:0-2-11,0-1-9],[6:0-4-0,0-3-4],[13:3-4-11,0-1-12],[13:0-6-7.0-0-8],[13:1-9-8,0-1-12],[16:0-3-12.0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL TCLL 25.0 Plates Increase 1.15 TC 0.70 Vert(LL) -0.51 14(16 >782 240 MT2OO GRIP TCDL 7.0 Lumber Increase 1.15 BC 0.90 Vert(TL) -1.02 14-16 >389 180 220!195 BCLL 0.0 " Rep Stress Incr YES WB 0.60 BCDL 10.0 Code IRC2009/TPI2007 Horz(TL) 0.06 13 n/a n/a (Matrix) Weight:278 lb FT=0% LUMBER BRACING • TOP CHORD 2 x 4 DF No.1&BV G BOT CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, WEBS 2 x 4 DF Std G 2-except SLIDER Left 2 x 4 DF Std-G 3-6-10,Right 2 X 8 DF No.2-G 4-2-8 Rigid ceilingoe directlyr applied max.):o16-9. 0- BOT CHORD Rigid or 1D-0-0 oc bracing, Except: 6-0-0 oc bracing:17-19. WEBS 1 Row at midpt 6-17,6-16,8-16.9-16,5-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 13=1678/0-5-8 (min.0-1-13),2=504/0-5-8 (min.0-1-8),19=2440/0-5-8 (min.0-2-10) Installation guide. Max Horz 2=413(LC 4) Max Uplift 13=-182(LC 6),2=-169(LC 3),19=-289(LC 4) Max Gray 13=1678(LC 1),2=515(LC 7),19=2440(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-566/225,3-4=-493/239,4-5=-149/287,5-6=-1148/280,6-21=-1204/306, <; 8-21=-1211/306,8-22=1211/305,9-22=-1204/306,9-11=-2007/389,11-12=-2066/252, 12-13=2203/227 BOT CHORD 2-20=286/456,19-20=-286/456,17-24=-216/780,16-24=-216/780,15-16=-107/1161, 15-25=-107/1161,25-26=-107/1161,14-26=-107/1161,14-27=-89/1520,27-28=-89/1520, 13-28=89/1520 WEBS • 4-20=0/267,4-19=-707/189,5-17=-85/1204,6-17=564/124,6-16=-239/957, 8-16=-473/254,9-16=-187/284,9-14=-171/746,11-14=-230/307,5-19=-1897/301 `y<-'''51'._..—77�GIPNn`7-� �QNOTES � 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE right exposed 7;end/vertical left and right exposed;LuOmber DOL=1 33 plate exp C;gr p DOL 1 enclosed;MW FRS(low-rise);cantilever left and 83b4+PE 9� 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. t r 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)A plate rating reduction of 20%has been applied for the green lumber members. 9i+G R ` OT 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and C. 4- S.% referenced standard ANSI/TPI 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 0 �� O 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. Digital Signature LOAD CASE(S) Standard ( EXPIRATION DATE: 12-31-12 j January 31,2012 Design valid foresee o#niv with MiTak connectors.� design elms and READ NOTES ON THIS AND INCLUDED MITER"REFERENCE RAGE Af7-T473 BEFOREUSE. ., gThis 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 responsibllllfy of the gSis erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 9!C` fabrication.quality control,storage,delivery,_rection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCS1 Building Component 7777 nee - Safey Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. If Southern Pine ISP or SPpt lu-mberis specified,the design values are those effective 0uttlfi2017 by ALSC or proposed by SP1B. 7777 Greenback Lane,suite 109 Citrus Heights,CA,95610 Job Truss . Truss Type Qty _Ply Timberidge Development R34101902 OT-07206 A32 SPECIAL TRUSS 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER INC.,CLACKAMAS,OR.97015,r 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:14:35 2012 Page 1 ID:UWPuU3XD55?OunTglErmDUzgUw7-uhfmE6YRNff4W LEb3gb9zNAweYZv WwIZD9957mzpmkY -1-0 6-8-6 1 13 -1-3 1 19-11-5 1 26-6-0 [ 33-0-11 1 39-8-14 1 46-0-0 1 I-o-d 6-8-6 6- 4-14 6-10-2 6-6-11 6-6-11 6-8-3. 6-3-2 - - - Scale=1:82.0 6x8= 2x4 II 6x6 = 6 7 B 10.00 t2 en MI e g m MI MI / \\ 5x5 / • A\ /// AA N N 2x4 // / \\ \ 9 5.00 12 5 / �•� `�� 4' i, / 4x5 4 3 4_,,,e //��/ �`� \\ / �\ �� \\� 10. 4x5 NN q 3s5 9 / \ �. �.' �. �. 11 va 3x56 3 /- \�- ` V. \ C 2 4x5 II 18 17 19 16 15 20 t4 13 21 22 12 23 24 4x9 II 3x6= 3x5 = 234 II 3x5= 3x5 = 3x8 = 3x6 = 1 8-8-6 1 13-1-3 13-7-12 19-11-5 1 26-6-0 1 37-6-15 1 46-0 -0 I 6-8-6 8.4-14 0-1-9 6-8-9 6-6-11 11-0-15 8-5-1 Plate Offsets(X,Y): [2:0-2-11,0-1-91,[6:0-6-0,0-1-121[8:0-4-4.0-2-01,[11:1-9-8,0-1-121,[11:3-4-11,0-1-121,[11:0-6-7,0-0-81,[14:0-3-0,0-1-81 LOADING (psf) SPACING 2-0-0 CSI ()EFL in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.51 12-14 >784 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.90 - Vert(TL) -1.02 12-14 >390 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(TL) 0.06 11 n/a n/a Weight:275 lb FT=0% BCDL 10.0 Code IRC2009/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2 x 4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except BOT CHORD 2 x 4 DF No.1&Btr G 2-0-0 oc purlins(5-8-10 max.):6-8. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except. SLIDER Left 2 x 4 DF Std-G 3-6-10,Right 2 X 8 OF No.2-G 4-2-8 6-0-0 oc bracing:15-17. WEBS 1 Row at midpt 6-15,6-14,7-14,5-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 11=1669/0-5-8 (min.0-1-12),2=505/0-5-8 (min.0-1-8),17=2425/0-5-8 (min.0-2-9) Max Horz 2=368(LC 4) Max Uplift 11=-167(LC 3),2=159(LC 3),17=-274(LC 4) Max Gray 11=1669(LC 1),2=515(LC 7),17=2425(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-567/202,3-4=494/216,4-5=-121/284,5-6=-1139/258,6-7=-1203/284, 7-8=1203/284,8-9=1999/364,9-10=-2055/249,10-11=2191/225 BOT CHORD 2-18=-264/457,17-18-264/457,15-20=-177/760,14-20=-177/760,13-14=-98/1155, 13-21=-98/1155,21-22=98/1155,12-22=-98/1155,12-23=-88/1512,23-24=-88/1512, 11-24=-88/1512 WEBS 4-18=0/267,4-17=705/189,5-15=-62/1186,6-15-552/109,6-14-204/941, 7-14=-463/255,8-14=-159/261,8-12=-176/751,9-12=-237/312.5-17=-1883/288 _ . NOTESRV PROPE S 1)Unbalanced roof live loads have been considered for this design. ��; } G)N EF `r�0 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf:BCDL=6.Opst h=25ft;Cat.II;Exp C:enclosed;MWFRS(low-rise);cantilever left and Ct - 9 *. right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 �,r 86�.•P E F',i.• ,,,,,./ 3)Provide adequate drainage to prevent water ponding. - • "f 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �+ 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. -.iv • AO 6)A plate rating reduction of 20%has been applied for the green lumber members. OREGO *67)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and i referenced standard ANSI/TPI 1. 0 �4 PY 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • O� la 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. SOON - Digital Signature LOAD CASE(S) Standard EXPIRATION DATE: 12-31-12 January 31,2012 r A WARNING-Versji,,design parameters and READ NOTES ON 11115 AND INCLUDED.ETEKREPERENCE PAGE Mlf-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and Is for an Individual building component. I. El 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 WI C rabricatlon.quality control,storage,delivery,erection and bracing,consult ANSI/TPIl 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 1I Southern Pine(SP or SPP)Cumber is sheeted.the destdn values are those effective 08 0112012 by e.LSC er eroposed by SPIE. Y " Job (Truss (Truss Type lopment (Qty Ply Timberidge 1 Job RefereDcee( opfional) OT-07206 A33 SPECIAL TRUSS 1 834101903 PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015,r r 7250 s May 11 2011 MRek Industries,Inc.Tue Jan 31 15:14:36 2012 Page 1 0 q 6-8-6 13-1-3 ID:UWPtiU3XD55?OunTg0-11 zgUw7-NuD8R9-8-14 x8UpncX60Vai50yv8FN iS ue C mkX 1-D- 6-8-6 I 6-4-14 I 19-11-5 26-6-0 33-0-11 P 9 zP 6-10-2 6-6-11 I I 39-8-14 46-0-0 6-6-11 6-8-3 6-3-2 I I I Scale=1:82.0 2x4 6x8= 6x6 = 10.00 12 6 7 rsn 8 ///\:\ /i �/ /i A \ 5x5 9 ,A• A 5.00 12 5/.,% \ j/ \\/ \ 2x4 // \\ 9 3x5 5 �• •.;\ \\\\ \ / •\ \\ m 4 3x5 9 4•.-�� \\\ �\ //1 1 \�♦\ 4x5\♦ 3x5 3 10 2 ��\ 4 \ \ /� \ / � ♦ 4x5 \ opri �\ / fd4 'ill 15 4x5 II 18 2x4 II 3x57= 19 16 3x6 3x5 = 20 •14 13 21 22 12 23 24 4x9 II o 3x8 = 3x5 = 3x6 = 6-8-6 I 13-1-3 13-202 19-11-5 26-6-06.8-6 6-4-14 0- 9 6-8-9 I 6-6-11 1 -0-15 37-6-15 I `465-0 Plate Offsets(X,Y): [2:0-2-11,0-1-9],[6:0-6-0,0-1-12],[8:0-4-4.0-2-0],[11:1-9-8,0-1-12],[11:3-4-11,0-1-12],[11:0-6-7.0-0-8],[14:0-3-0,0-1-8] 8-5-1 LOADING (psf) SPACING 2-0-0 CSI TCLL 25.0 Plates Increase 1.15DEFL in 12-14• I/ 8fl 40 PLATES GRIP TCDL 7.0 TC 0.72 Vert(LL) -0.511 >784 180 MT20 Lumber Increase 1.15 BC 0.90 Vert(TL) -1.02 12-14 >390 180 220/195 BCLL 0,0 ' Rep Stress Incr YES WB• 0.59 BCDL 10.0 Code IRC2009/TPI2007 Horz(TL) 0.06 11 n/a n/a (Matrix) Weight:275 lb FT=0% LUMBER TOP CHORD 2 x 4 DF No.1&Btr G BRACING BOT CHORD 2 x 4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except WEBS 2 x 4 DF Std G 2-0-0 oc purlins(5-8-10 max.):6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except. SLIDER Left 2 x 4 DF Std-G 3-6-10,Right 2 X 8 DF No.2-G 4-2-8 6-0-0 oc bracing:15-17. WEBS 1 Row at midpt 6-15.6-14,7-14,5-17 MiTek recommends that Stabilizers and required cross bracing - be installed during truss erection,in accordance with Stabilizer REACTIONS (lb/size) 11=1669/0-5-8 (min,0-1-12),2=505/0-5-8 (min.0-1-8),17=2425/0-5-8 (min.0-2-9) Installation guide. Max Horz 2=368(LC 4)• • Max Uplift 11-167(LC 3),2=159(LC 3),17=-274(LC 4) Max Gray 11=1669(LC 1),2=515(LC 7),17=2425(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=567/202,3-4=-494/216,4-5=121/284,5-6=-1139/256,6-7=1203/284, 7-8-1203/284,8-9=-1999/364,9-10=-2055/249,10-11=2191/225 • • BOT CHORD 2-18=-264/457,17-18=-264/457,15-20=-177/760,14-20=-177/760,13-14=-98/1155, 13-21-98/1155,21-22-98/1155,12-22-98/1155,12-23=-88/1512,23-24=-88/1512, 11-24=-88/1512 WEBS 4-18=0/267,4-17-705/189,5-15=-62/1186,6-15=552/109,6-14-204/941, 7-14=463/255,8-14=-159/261,8-12=-176/751,9-12=-237/312,5-17-1883/288 NOTES 1)Unbalanced roof live loads have been considered for this design. j�(2 � P R��Fs 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-nse);cantilever left and N. : GIN 45) 45) right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 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. / 83b4�P E �< 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. i 6)A plate rating reduction of 20%has been applied for the green lumber members. `"' / 7)This truss is designed in accordance with the 2009 International Residential Code sections 8502.11.1 and R802.10.2 and • referenced standard ANSI/TPI 1. y2&, _ yr �� 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. '4 • ' 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. �0 a LOAD CASE(S) Standard ` �©� Digital Signature EXPIRATION DATE:12-31-12 i `` January 31,2012 A WARNING-Ver-ft,design parameters arid READ NOTES ON THIS AND INCLUDED IBM'REFER NCE PAGE 8211-7475 BEFORE USE. ff 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 4 MB is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the responsiblility of the ♦ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding T6 eK' fabrication.quality control.storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB•89 and BCS(Buildin Com ��`e"`^ Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria;VA 22314 fi ponent 7777 Greenback Lane,Suite 109 Citrus Heieht5,CA,95610 If Southern Pile i SP or SPpt lumber is.specified;.the design values are those effective Of f01:2012 by ALOC or pm.:posed h;'5P1&. Truss Qty Ply tmberidge Development Job Truss Type R34101904 OT-07206 A-CAP (PIGGYBACK 6 1 Job Reference(optional) • PRECISION TRUSS&LUMBER INC..CLACKAMAS,OR.97015,r 7.250 5 May 11 2011 MiTek Industries,Inc.Tue.len 31 15:14:37 2012 Page 1 ID:UWPuU3XD557OunTglErmDUzgUw7-r4nWfoaivHvoleO AFdd2oFNpLQIJmrhTeBCezpmkW 6-6-11 1 13-1-5 1 1 6-6-11 - 6-6-11 Scale:318"=1' 454= 3 /PIN /l/ NNNNNN 10.00 12 z/ �\\ NN NN• 4 5 /i Io Io o 7 6 3x4 = TA 3 3x4= BEARINGS @ 24"O.C. 1.5xII 12-5-12 13-1-51 10-7-91 5-11-2 -1-2 10-7-9 0-7-9 Plate Offsets(X.Y): [3:0-2-0,0-2-41 7. LOADING 25.0 SPACING 2-0-0 CSI DEFL in (lac) Vdefl Lid PLATES GRIP TOLL 25.0 Plates Increase 1.15 TC 0.30 Vert(LL) 0.04 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.22 Vert(TL) -0.08 2-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 4 n/a n/a Weight:45 lb FT=0% - BCDL 10.0 Code IRC2009ITPI2007 (Matrix) LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G • TOP CHORD Structural wood sheathing directly applied or.6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 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) 2=522/0-1-8 (min.0-1-8),4=522/0-1-8 (min.0-1-8) Max Horz 2=154(LC 3) Max Uplift 2=-80(LC 5),4=-80(LC 6) FORCES .(Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-575/100,3-4=-575/100 BOT CHORD 2-6=-17/358,4-6=17/358 WEBS 3-6=0/277 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05:100mph: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=1.33 plate grip DOL=1.33 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. ¢�Q P �fi 5)A plate rating reduction of 20%has been applied for the green lumber members. R� 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,4. `� ,..,‘GINE ,j>p 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building _ S �.�(�P E designer. I / LOAD CASE(S) Standard • / l vORE •9nGo CJ& ,,� . O SOON Digital Signature EXPIRATION DATE: 12-31-12 1 January 31,2012 r k =MIN ' AWARNING Verijjj design paraaneters and READ NOTES ON THIS ANDY INCLUDED BIITEKREFERENCE PAGE MR-7473 BEFORE USE. B• Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an individual building component. I., 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 responsiblllity of the MiTek' 2.' erector.Additional permanent bracing of me overall structure is the responsibility of the budding designer.For general guidance regarding Su aneLane, Greenback , fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 7777 k Lite 109 s Heights,k 95610Su Safety Information available from Truss Plate Institute,721 N.Lee Sheet.Suite 312,Alexandria,VA 22314. If Southern Pine ISP or ilDrp lumber's specified.the design values are those effective 1 I3f/2012 by ALSC or proposed by SR5. r ` Job Truss Truss Type Qty. Ply Thnberitlge Development OT-07206 A-CAP32 PIGGYBACK 1 1 834101905 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r Job Reference(optional) 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:14:38 2012 Page 1 ID:UWPuU3XD55?Ou1-11 mDUzgUw7-JGLusBbKgalfNozAky9sb?obLlnPj00?v7Nlk5zpmkV ri 2-8-0 2-11-1p 6-6-11 2-B-0 0-3-16 3-7-0 I - 13-7-01 0-3-lb 2-13-1-5 2-8-0 Scale=1:22.9 4x4 -C2 3 5 4x4 O 10.00 12 I,.�I �'\\ • ' .////:-/:// ‘NNN, . , csi i2 1____//,.Zi7:Z N,S'77 \ it „--- -N, , 6 7 " ILI YX/ \ I,: 9 6X o 3x4 = 3x4 = 3x4 = BEARINGS @ 24"O.C. 3x4 = 1 0-7-9 4-7-5 6-6-11 8.6-0 0-7-9 3-11-13 1 { I 12-5-12 113-1-5 1 Plate Offsets(X,Y): [3:0-1-2,0-2-0],[5:0-1-3,0-2-0] 1-11-5 1-11 5 3-11-12 0-7-9 LOADING (psf) SPACING 2-0-0 CSI DEFL in (! PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.12 Vert(LL) -0.01 8-9 8-9 >999999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.15 Vert(TL) -0.04 8-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:50 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins;except BOT CHORD 2 x 4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):3-5. WEBS 2 x 4 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 - - REACTIONS (lb/size) 2=522/0-1-8 (min.0-1-8),6=522/0-1-8 (min.0-1-8) Installation guide. Max Horz 2=51(LC 4) Max Uplift 2=-101(LC 4),6-101(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-654/158,5-6=-654/158,3-4=742/162,4-5=-742/162 BOT CHORD 2-9=139/484,6-9=-233/898,6-8=-97/484 WEBS 3-9=-49/345,5-8=-49/345 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ` ) PR GFFs 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,6. .,5 GI N� s/O 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. :3640P 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building + designer. 10) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. LOAD CASE(S) Standard -v OREGOt �'S�oG'QRY ,22+,C� 0 SOON Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 A WARNING.Verifg design parameters and READ NOTES ON nits AND INCLUDED RETEf;REFERENCE PAGE REI—T473 BEFORE USE, r.f m Design void for use only with MiTek connectors.This design is based only upon parameters shown.and is for an individual building component. C • Applicability of design parameters and proper incorporation al component is responsibility of budding designer-not truss designer.Bracing shown itii 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 budding designer.For general guidance regarding ,are fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/W11 Quality Criteria,DSB-89 and BCSI Building Component Safely Information available trans Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Carus Heights.CA,85610 If Southern Trite ISE cr SPet lumber is.specified..the des tan values are talose effective It/tltt'2012 by ALSC or proposed by SPIE. Job Truss Truss Type Qty PlyTimberidge Development R34101906 OT-07206 A-CAP33 PIGGYBACK 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC:.CLACKAMAS,OR 97015,r 7250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:14:39 2012 Page ID:UWPuU3XD55?OunTglErmDUzgUw7-nTv7-nTvH4TbyRu9V?yYMIfgIfg57DKjF97R5rt88n71HXzpmkU 1 2-8-0 1 4-11-10 1 6-6-11 1 8-1-11 1 10-5-5 1 13-1-5 1 2-8-0 2-3-10 1-7-0 1-7-07 2-3-10 2-8-0 - Scale=1:22.9 4 \ //:// N N. 10.00 12 // �N�� 4x4 // / N N 4x4�� e P z / , ' Ij7 < da 11 10 Z 8 3x4 = 3x4= 3x4 = 3x4= BEARINGS @ 24"O.C. 0-7-9 I 4-7-5 6-6-11 1 8-6-0 I • 12-5-12 113-1-5 i 0-7-9 3-11-13 1-11-5 1-115 3-11-12 0-7-9 Plate Offsets(X.Y): (3:0-1-3,0-2-0],(6:0-1-3,0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.30 Vert(LL) -0.02 10-11 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.16 Vert(TL) -0.04 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.01 8 n/a n/a Weight:57 lb FT=0% BCDL 10.0 Code IRC2009TTPI2007 (Matrix) LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2 x 4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):3-6. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s):5 MiTek recommends that Stabilizers and required cross bracing • be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=556/0-1-8 (min.0-1-8),8=556/0-1-8 (min.0-1-8) Max Horz 2=-162(LC 3) Max Uplift 2=-100(LC 5),8=-124(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-744/243,6-8=-744/267,3-12=-809/300,5-12=809/300.5-13=-809/329, 6-13=-809/329 BOT CHORD 2-11=-350/568,10-11=-361/956,8-10=-224/568 WEBS 3-11=-158/312,6-10=-151/312 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. �C O PR OF 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 C-.� .GIN,c-o- `,,, will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. + 8 6 P --7 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,8. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and `/ referenced standard ANSI/TPI 1. if 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building -.w 11 designer. ��OREGO 10) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 2� LOAD CASE(S) Standard �4"... 'P Digital Signature EXPIRATION DATE:12-31-12 January 31,2012 • A I A WARNING•Verify dsrthgn prwamerera and READ NOTES ON TIES AND INCLUDED ITTEK REFERENCE PACbE I4II-7473 BEFORE USE. �'... 4 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.tracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability dung construction b the responsibillity of the iv Are. 2, erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Evil lett. fabncation.quality control,storage,delivery,erection and bracing,consult ANSI/1711 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,95810 if Southern Pine t SP or&Pp)lumber is specified.the design'mitres are chase effective 84b131/2012 by ALSC or Proposed by SM. r Job Truss Truss Type Qty Ply Timberidge Development OT 07206 B1 Flat Truss 1 i R34101907 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR 97015,r Job Reference(optional) 7.250 s May 11 2011 MiTek Industries.Inc.Tue Jan 31 15:14:41 2012 Page 1 ID:U WPuU3XD55?ounTglErmDUzgUw7-jr11 V9dCzVQDEGhIP4iZCeQwtzeOwbmRb5CPLPzpmkS 5-1-2 14-8-6 5-1-2 I 24-3-10 9-7-4 9-7-4 1 33-10-14 39-0-0 9-7-4 I 5-1-2 Scale=1:66.6 3x4 II 1 5x8 M185HS= 4x4 = 4x10 = 4x4= pa rszt 2 f� 3 m 414 5x8 MISERS= 3x4 I rtn rm a 1 5 BR] Mti rzi m ro 6 7 171 rZ1 ist- -13 AN ., /-'' '' '''' \ • 'a ':1 - .7- ' :. , \\\\\ //,' / .'\\ , .//: \.\\, \\"//7 \\:\''' / \// 13 15 16 12 17 18 6x7 = 11 10 19 20 9 21 5x6= 6x8 M18SHS= 5x6 = 22 8 4x46x7= = 9-10-12 I 19-6-0 9-10-12 9 7-4 29-1-4 I 39-0-0 Plate Offsets MY): [8:Edge,0-4-4),(9:0-2-12,0-2-8j,[12:0-2-12,0-2-8],[13:Edge.0-4-4] 9-7 4 9-10-12 LOADING (psf) SPACING 2-0-0 CSI TCLL 25.0 Plates Increase 1.15 DEFL in 11-12 I/99fl 2400 PLATES GRIP TCDL 7.0 Lumber Increase 1.15 TC 0.87 Vert(LL) -0.28 11-12 >999 MT20 BC 0.77 Vert(TL) -0.65 11-12 >718 180 220/195 BOLL 0.0 ' Rep Stress Ina NO WB 0 82 M18SHS 220/195 BCDL 10.0 Code IRC2009/TPI2007 Horz(TL) 0.19 8 n/a n/a (Matrix-M) Weight:255 lb FT=0% LUMBER TOP CHORD 2 X 6 DF SS G BRACING BOT CHORD 2 X 6 DF SS G TOP CHORD 2-0-0 oc purlins(2-10-4 max.):1-7, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-7-2 oc bracing. WEBS 2 x 4 DF No.1&Btr G'Except' 1-13,7-8:2 x 4 DF Std G WEBS 1 Row at midpt 2-13,3-12,5-9,6-8 JOINTS 1 Brace at Jt(s):1,7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer - REACTIONS (Ib/size) 13=3461/Mechanical,8=3461/Mechanical Installation guide. Max Horz 13=195(LC 4) Max Uplift 13=-604(LC 3),8=604(LC 4) - FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4966/818.3-14=6602/1114,4-14=-6602/1114,4-5=-6602/1114,5-6=4966/818 BOT CHORD 13-15=711/3032,15-16=711/3032,12-16=-711/3032,12-17=-1252/6371, 17-18=-1252/6371,11-18=-1252/6371,10-11=-1225/6371,10-19=-1225/6371, 19-20=1225/6371,9-20=-1225/6371,9-21=-646/3032,21-22=-646/3032,8-22=-646/3032 WEBS 2-13=4285/890,2-12=244/2821,3-12=-2049/601,3-11=0/372,5-11=0/372, 5-9=2049/601,6-9=-244/2821,6-8=-4285/889 NOTES 1)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. ��F\ED P R,/- 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , -' 4/V fifi'5 On 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)A plate rating reduction of 20%has been applied for the green lumber members. &3:4,0 h P 5r. iii7)Refer to girder(s)for truss to truss connections. .11 8)Provide metal plate or equivalent at bearing(s)1,7 to support reaction shown. MIL .409" 9)This truss is designed in accordance with the 2009 International Residential Code sectionsR502.11.1 and R802.10.2 and ' referenced standard ANSI/TPI 1. N a 10) Girder carries hip end with 0-0-0 right side setback,0-0-0 left side setback,and 5-114 end setback. ��' 11) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. ' 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). C. �GXI fz' Ie2. ? LOAD CASE(S) Standard S©0� 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Digital Signature I EXPIRATION DATE: 12-31-12 i " January 31,2012 41,WARNING-4 er(fir design parameEers and.READ NOTES ON THIS AND INCLUDED ITITEFi REFERENCE PAGE BIT-7479 BEFORE USE, R Design valid for use only with MRek 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-riot 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 is 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/-Pit Quality Criteria,DSS-a9 and SCSI Building component 1�aJ � Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. If Southern Pine f SR or SPpi lumber 1S.Sgn fief"!,the design values are those effective Op10.17777 Greenback Lane,Suite 109 2012 by ALSC or Pro-nosed by$q6, Citrus Heights,CA,95610 Truss Type Qty Ply Timberidge Development OT-07208 BI Flat Truss834101907 Job Truss 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC..CLACKAMAS,OR.97015,r • 7.250 s May 11 2011 MITek Industries,Inc.Tue Jan 31 15:14:41 2012 Page 2 ID:UWPuU3XD55?OunTglErmDUzgUw7-jr11 V9dCzVODEGhIP4iZCeQwtzeOwbmRb5cPLPzpmkS LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-7=-127,13-15=-40(F=20),15-16=-80(F=-20),16-17=-40(F=-20),17-18=-80(F=20),18-19=-40(F=-20),19-20=-80(F=-20),20-21=-40(F=-20), 21-22=-80(F=-20),8-22=-40(F=-20) • y hilt,WARNING•VertFg design parameters and READ NOTES ONTH1S AND INCLUDED IETEif REFERENCE PAGE AID-7,773 BEFORE USE. t 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 ' eWEI, 7777 Greenback Lane.Suite 109 Ohms Heights.CA,95810 is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction Is the responsibNity of the 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,023-89 and SCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Sheet.Suite 312,Alexandria,VA 22314. If Southern pine IS,or SPP)lumber is specified.the design rattles are those effective tyS01?2312 by ALSC or proposed by SR&. r L Job Truss Truss Type Qty IPIy Tim6eridge0evelopment OT-07206 621 MONO CAL HIP J 834101908 1 1 PRECISION TRUSS 8 LUMBER,INC..CLACKAMAS,OR.97015,r Job Reference,(optional) pi 7.250 s May 11 2011 Wick Industries.Inc,Tue Jan 31 15:33:57 2012 Page 1 7-10-15 12-7-10 ID:UWPuU3XD55?DunTglErmDUzgUw7- cKkh3Cwv3w7sRf3PIYwy98nR8bOxdawPzpmSO 7-10-15 I 4-8-11 I 10-5-2 3 I 10-5-2-5-15 I 39-0-0 - 56-1 Scale=1:70.5 5x7' 4x4= 4x4= 4x8= 304 II 3 `ry 5 6 4x4 = r e+ �. 810.00 12 /i e i \ / `/� / / \\ s 4x4 ./ -/;:' ti \\ / \`,' 4X4•i �2 / j \ j ///, \ n, N \,, \„,,7\ ,i,,.._., , „ \\.\ /„.;,„ 7,2,,,,, \-\,. 1 g izi 4,./ / ., \ / ///' - \p/ \\7/ 18 to 13 79. Lt. 12 11 20 21 10 22 23 3x8 M188HS= 9 3x10 M18SHS II 3x4= 3x4 II 3x7 3x4= I 7-5-2 _ I 17-10-4 I 28-3-6 39 7-5-2 10-5-2 I 8-10 Plate Offsets(X.Y): [1:Edpe,0-0-0],13:0-2-12,0-2-8],[10:0-1-8,0-1-8],113:0-1-12,0-1-8] 10-5-2 1c 10 LOADING (psf) SPACING 2-0-0 CSI DEFL TCLL 25.0 Plates Increase 1.15in 12-13 I/99ft 2400 PLATES GRIP TCDL 7.0 Lumber Increase 1.15 TCB0.56 Vert(LL)T -0.40 >999 M18S 220/195 BCLL 0.0 * WB 0.94 Horz(TL)Ver ) 0.14 12-13 >533 n/a M18SHS 220/195 Rep Stress Incr YES 0.74 0.14 9 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight 232 lb FT=0% LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G*Except* TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, 1-3:2 x 4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(4-2-9 max.):3-8. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly app%ed or 2-2-0 oc bracing. WEBS 2 x 4 DF Std G*Except* WEBS 1 Row at midpt 4-13,5-12,5-10,7-9 8-9:2 x 4 DF No.1&Btr G JOINTS 1 Brace at Jt(s):8 SLIDER Left 2 X 6 OF No.2-G 5-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (lb/size) 1=1847/0-5-8 (min.0-2-0),9=1946/0-5-8 (min.0-2-1) Installation guide. Max Horz 1=264(LC 4) Max Uplift 1=204(LC 4),9=376(LC 3) FORCES (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2318/321,3-4=-1709/295,4-5=-2734/504,5-6=-2193/451,6-7=-2193/451 BOT CHORD 1-13=-404/1707,13-18=-526/2426,18-19=-526/2426,12-194-5262426,11-12=-549/2735, 11-20=-5492735,20-21=-5492735,10-21=-549/2735,10-22=309/1345, 22-23=-309/1345,9-23=-309/1345 WEBS 4-13=1167/431,4-12=321509,5-10=-8951283,7-10=120/1400,7-9=-2089/473, 3-13=-213/1189 NOTES 1)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 �(R�Q PR 0 p4, 2) Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. ,..vs E ,9 S'/O 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .�' - 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. A 8 P �� 6)A plate rating reduction of 20%has been applied for the green lumber members. �/ 7)This truss is designed in accordance with the 2009 International Residential Code sections R502. 1.1 and R802.10.2 and referenced standard ANSl/TPI 1. 1 1.1,111.--- 8) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. •c" I p,�OREG��. a~ LOAD CASE(S) Standard /XiR 'i 2 �` soot Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 ,A.,WBP.NINr -Verb g design parameters and READ NOTES ON ERIE AND INCLUDED MEEK- PAGE MI-7470 BEFORE USE, Design valid for use only with Mnek 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 shownNA,- 'I is tor lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibilllty of the ii- erector.Additional permanent bracing of the overall structure i the responsibility of the building designer.For general guidance regarding IV fabrication.quality control,storage,delivery erection,and bracing,consult ANSI/TPi1 Quality Criteria,DSB-89 and BCSI Building Component 777 G sb' - Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria,VA 22314. Citrus Heights.CA,95610 1f 5authem Pine'SP or Shp)lumber is n pets€fed,.the ttesign values are ttlt79 effetttve 06,f017201212 by ALSC 4r proposed by SPIE. 7777 Greenback Lane,Suite 109 Job Truss Truss Type Qty Ply Timberidge Development R34101909 OT-07206 B22 MONO CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:14:43 2012 Page 1 ID:U W PuU3XD5570unTglErmDUzgUw7-fanvrfSV7gxUZr7XVk213VFmmIRO Wbk3P5W QlzpmkQ 9-10-15 1 12-7-10 I 23-0-13 I 33-5-15 I 39-0-0 I9-10-15 2-8-11 10-5-2 10-5-2 5-6-1 Scale=1:68.4 4 4x8 = 3x4 II 5x6 72 /,/�/ 4x4 = 4x4= 4x4= 9 10.00 12 3 // cat catrim mil i'm ria rm ea ccn bp.r , rim fm rim '511rP 15 7 "\\ \ ./ - / \4x4 / �/ / 4x4 O 2 / \ 4/ \ 72 co N �, > / v l v�- / v \ N % \ a l 4S' 3x12 II 14 t6 17 13 12 18 19 11 20 21 10 3x8 M18SHS= 3x4 I I 3x7= 3x4= 3x4 = 7-5-219-10-1 17-10-4 . I 28-3-6 I 39-0-0 7-5-2 2.4-15 8-0-3 10-5-2 10-8-10 Plate Offsets(X.Y): [1:0-3-8,Edgel,[1:2-4-6,0-4-121,[1:4-2-11,0-4-121,[3:0-2-12.0-2-8],[11:0-1-8.0-1-81,[14:0-1-8.0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0,84 Vert(LL) -0.39 13-14 >999 240 MT20 220/195 TCOL 7.0 Lumber Increase 1.15 BC 0.92 Vert(TL) -0.85 13-14 >549 180 M18SHS 2201195 BCLL 0.0 * Rep Stress Ina YES WB 0.73 Horz(TL) 0.13 10 n/a n/a- Weight:239 lb FT=0% BCDL 10.0 Code IRC2009/TP12007 (Matrix) LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G*Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-4:2 x 4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(4-2-12 max.):3-9. BOT CHORD 2 x 4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 x 4 DF Std G*Except* WEBS 1 Row at midpt 5-14,6-13,6-11,8-10 9-10:2 x 4 DF No.1&Btr G JOINTS 1 Brace at Jt(s):9 SLIDER Left 2 X 8 OF No.2-G 4-10-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=1810/0-5-8 (min.0-1-15),4=196/Mechanical,10=1929/0-5-8 (min.0-2-1) Max Horz 1=345(LC 4) Max Uplift 1=-216(LC 6),4=-46(LC 4),10=-333(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=2431/308,2-3=-2291/335,3-15=1632/366,5-15=-1632/366,5-6=-2676/484, 6-7=2166/394,7.8=-2166/394 BOT CHORD 1-14=-473/1698,14-16=-589/2352.16-17=-589/2352,13-17=-589/2352,12-13=-587/2695, • 12-18=-587/2695,18-19=-587/2695.11-19=587/2695,11-20=-322/1331, 20-21=32211331,10-21=-322/1331 WEBS 5-14=-1278/235,5-13=0/635,6-11=-874/303,8-11=-133/1379,8-10=-2066/468, 3-14=-79/1282 NOTESr•ck.p P R°Fe. • 1)Unbalanced roof live loads have been considered for this design. `rte s GI N EF,�y 2)Wind:ASCE 7-05;100mph;TCOL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and 's/ right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. g3,j� P E r" 4)All plates are MT20 plates unless otherwise indicated. 1L 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ./ / will fit between the bottom chord and any other members,with BCDL=10.Opsf. / 7)A plate rating reduction of 20%has been applied for the green lumber members. 9� OREG s �, 8)Refer to girder(s)for truss to truss connections. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and C) &,41 a (.1' referenced standard ANSIITPI 1. Q �ON 10) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. - LOAD CASE(S) Standard Digital Signature EXPIRATION DATE:12-31-12 1 January 31,2012 4 �� f A WARNING-Verifij design parronetera and READ NOTES ON THIS AND INCLUDED 9BTER REFERENCE PAGE 9917.7473 BEFORE USE. 4 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. MI Applicability at 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.Additionattemporary bracing to insure stability during construction is the responsiblllity of the 81 M�T�7." 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/M11 Quality Criteria,DSII-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 Fine t SP or 5Pp}lumber is specified,the design+slues are those effec2rcetn.'ttIi2812 b/ALSE or proposed by SPIB. r Job Truss Truss Type Qty Ply Timberidge Development OT-07206 823 MONO CAL HIP P.34101910 1 1 1PRECISION TRUSS S,LUMBER.INC,.CLACKAMAS,OR 97015,r Job Reference(optional) P 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:14:44 2012 Page 1 11-10-15 1 7-0 ID:UWPUU3XD55?DunTglErmDUzgUw7-8QiA7Bf5GQoo5jQK4DFHgG2O8AgD70PU3g3ykzpmkP 11-10-15 3-0-13 33-5-15 0-9- 10-5-2 5-6-11 11 10-5-2 I 39-0-0 , 354 II Scale=1:69.1 4 6 i 10.00 12 5x6 .i / /': 3 :i� 4x4 = 4x4= 458 = = 3x4 II i i rsa ca ismiw kmI',ml RI m rsnx4 11 9 4x4 �i / / i i '\\\ // �� 454•;', 2 �� A 7 \\ rt le/f \ /7 \\\\ 91 IMJ 17 18 15 14 19 20 . 13 21 22 3x10 II 16 12 3x4 = 354 = 3x6 = 3x4= 455= I 7-5-2 I 11-10-1 I 17-10-4 4-4-15 B-0-3 I 28-3-65- I 39-0-0 10-Plate Offsets(KY): [1:0-2-8,0-1-12],[1:2.4-6,0-4-12],[1:4-2-11,0-4-12],[4:0-2-0,0-1-4],[5:0-4-8,0-1-8],[12:0-1-12,0-2-4],[15:0-1-12.0-1-8] 10-8-10 LOADING (psf) SPACING 2-0-0 CSI DEFL TCLL 25.0 Plates Increase 1.15in 15-16 U99fl 2400 PLATES GRIP TC 0.99 Vert(LL) -0.6 >999 180 MT20 BC 0.82 Vert(TL) -0.699 12-13 >473 220/195 TCDL 7.0 Lumber Increase 1.15 BCLL 0.0 ' Rep Stress Ina YES WB 0.57 Horz(TL) 0.08 12 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:247 lb -FT=0% LUMBER TOP CHORD 2 X 6 DF No.2 G*Except* BRACING 1-6:2 x 4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 x 4 DF No.t&Btr G except end verticals,and 2-0-0 oc purlins(5-3-13 max.):3-11. WEBS 2 x 4 DF Std G'Except' Except: 11-12:2 x 4 DF No.1&Btr G 1 Row at midpt 3-5 SLIDER Left 2 X 8 DF No.2-G 4-10-0 BOT CHORD Rigid ceiling directly applied or 9-2-14 oc bracing. WEBS 1 Row at midpt 7-16,8-15,8-13,10-12 JOINTS 1 Brace at Jt(s):11,5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (lb/size) 1=956/0-5-8 (min.0-1-8),12=1565/0-5-8 (min.0-1-11),4=1276/Mechanical Installation guide. Max Horz 1=371(LC 4) Max Uplift 1-182(LC 5),12=297(LC 4),4=-99(LC 4) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=1210/210,2-3=986/236,3-5=-745/418,5-7=745/418,7-8=1549/402, 8-9=-1611/353,9-10=-1611/353 BOT CHORD 1-16=-363/774,16-17=447/926,17-18=-447/926,15-18=-447/926,14-15=-505/1870, 14-19-505/1870,19-20=-505/1870,13-20=-505/1870,13-21=-294/1044, 21-22=294/1044,12-22=294/1044 WEBS 7-16=-402/212,7-15=-4/1114,8-15-612/165,8-13=-429/259,10-13-90/936, 10-12=-1600/422,3-16=-58/614,45=-45/1198 NOTES 0R0D PRof(ciS 1)Unbalanced roof live loads have been considered for this design. NO[[� � �$/O 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed:MWFRS(low-rise);cantilever left and Al . right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 ,','i,' y 3)Provide adequate drainage to prevent water ponding. "� y+1r P E f .0 psf bottom chord ve load nonconcurrent with 5)This4) truss truss has been designed for a 10i a load of 20.0ps onf the bottom chord in all areas nwhere ay other l rectangle 3-6-0 tall by 2-0-0 wide ive bads. .� will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)A plate rating reduction of 20%has been applied for the green lumber members. pOr 7)Refer to girder(s)for truss to truss connections. }��OREGON 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and �fyQ G�RY I referenced standard ANSI/TPI 1. O • 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. soCiA LOAD CASE(S) Standard • Digital Signature I EXPIRATION DATE: 12-31-12 • January 31,2012 ANAMING-Verify design parameters aridREADNO7'ESONTHISANDINCLUDED)ATTEEREFERENCEPAGGE557.7473 BEFORE USE. Design valid for use only wily 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 WIL - erector.is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibilllty of the fabrication..glulonal ality control,storage,delivanent bracing of the overall structure is the ery,erection and bracing,consult responsibility Quality Criteria.DSB-89 and SCSI Building Component Safety information available from Truss Plate Institute.781 N.Lee Sheet.Suite 312,Alexandria,VA 22314. general guidance regarding ' ' if Southern Pine CSP or SPpl turder is specified,he desten 5910e are those efhCCtite tl&gt12012 by ALSO Or Proposed by Stn. 7777 Greenback CA 9565�uite 109 Citrus Heights. (Truss Truss Type Oty Ply Timberidge Development (Job 834101911 LC1 MONO CAL HIP t 1 OT-07206 Job Reference(optional) PRECISION TRUSS a LUMBER,INC.,CLACKAMAS,OR.97015,r 7.250 5 May 11 2011 MITek Industries,Inc.Tue Jan 31 15:14:45 2012 Page 1 ID:UWPuU3XD5570unTglErmDUzgUw7-ccGYKXgjtkwtjt?WewnWNUaaAa_2sR41 ja UBzpmkO 22-3-6 I 31-0-0 5-5-2 0-15-15 13-10-4 I 8-5-2 8-8-10 1-0-0 1 5-5-2 0-5-4 7-11-5 Scale=1:57.4 4x6 II = 5x8 M18SHS= 6x8// 3x5 II x�5x87 3 MI p rm mi 4 MI pm 13MI 'P 8 , f7 ,t lsz 10.00 12 454// //�� /� \ �� \ / N 454 / 21/i /// \\\ ��/ '�\,\ %/ E /! \ // \\ 1// /� VA �/ �\ % AA..v e Ir .. V S 11 17 10 9 14 15 16 12 _ 5510 M18SHS II 3x5 II 3x4= 556= 5x7— 358 M18SHS II 18-0-13 26-5-15 31-0-0 1 9-7-11 1 9-7-11 1 8-5-2 I 8-5-2 4-6-1 Plate Offsets(X,Y): [1:0-4-12,0-1-91,[3:0-0-15.0-3-01,[4:0-3-8,0-1-81,[6:0-4-8,0-1-121�[7:Edge,0-2-41,[8:011-12,0-0-41,[9:0-2-4,0-2-121,[12:0-1-12,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.91 Vert(LL) 0.16 11-12 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.91 Vert(TL) -0.35 11-12 >999 180 M18SHS 220/195 BCLL 0.0 ' Rep Stress Incr NO WB 0.67 Horz(TL) 0.11 8 n/a n/a Weight:199 lb FT=0% - BCDL 10.0 Code IRC2009ITPI2007 (Matrix) LUMBER BRACING TOP CHORD 2 X 6 OF No.2 G"Except' TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, 1-3:2 x 4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(2-8-1 max.):3-7. BOT CHORD 2 X 6 OF No.2 G BOT CHORD Rigid ceiling directly applied or 5-9-2 oc bracing. WEBS 2 x 4 DF No.1&Btr G WEBS 1 Row at midpt 7-8,6-9 SLIDER Left 2 X 6 OF No.2-G 3-7-8 JOINTS 1 Brace at Jt(s):7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=2566/0-3-8 (min.0-2-12),8=2606/Mechanical Max Horz 1=208(LC 4) Max Uplift 1=-862(LC 4),8=-1095(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2-3321/1368,2-3=3210/1381,34=3407/1300,4-13=-3843/1595,5-13-3843/1595, 5-6=3843/1595,6-7=-18231756,7-8=-2509/1102 BOT CHORD 1-14=-1124/2404,14-15=-1124/2404,15-16=-1124/2404,12-16=-1124/2404, 11-12=-1780/4101,11-17=-1449/3302,10-17=-1449/3302,9-10=-1449/3302 WEBS 3-12=-467/1609,4-12=1141/811,4-11=405/382,6-11=-139/848,6-9=-2323/1206, 7-9=96212661 NOTES 1)2)Wind:ASCEroof 7-05x100 ph;TCDL=4.2psf,BCDL=6e loads have been considered �psf;design.r this 25ft;Cat II;Exp C;enclosed;MWFRS(low-rise);cantilever left and tc�� PR QFFs right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 1.1G)N fiR ,.S" 3)Provide adequate drainage to prevent water ponding. c�, q 4)Allh plates are plates sig edunlessr otherwise indicated.ot + r /;P`� r" 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurcent with any other live loads. —,1/7 / 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)A plate rating reduction of 20%has been applied for the green lumber members. v O. API 8)Referhis tou girder(s)tsi for dr n to trussconnections. with tions. -14,OREGO 9)This truss is designed in accordance with the 2009 International Residential Code sections 8502.11.1 and 8802.10.2 and �� RY 1 referenced standard ANSI/TPI 1. O 10)Girder carries hip end with 0-0-0 right side setback,5-11-4 left side setback,and 5-11-4 end setback. SY�a,, 11) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)281 lb down and 276 lb up at - 5-5-2 on top chord. The design/selection of such connection device(s)is the responsibility of others. ( EXPIRATION DATE:Digital Signature r 2 31 12 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). [ January 31,2012 LOAD CASE(S) Standard f A+e1RMNG.Verify design purmnetma and READ NOTES L)NTHIS.3N➢INCLUDED hIITZfK REFERENCE RAGE Mft-73T3 BEFORE USE. t k Design valid for use only with MBek 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 We is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsiblltty of the erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding Lane,Suite 109 fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/IPt1 Qualify Criteria,DSB-89 and BCS(Building Component 77777s Greenbackea.CA,neSu Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. If Southern Pine ESP or SPn1 lumber is sneerled.the design values urethane effective IMAPII21312 by ALSC or purposed by SPIE, Job Truss Truss Type Qty Ply Timberidge Development OT-07206 Cl - (MONO CAL HIP 1 1 R34101911 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r Job Reference(optional) 7.250 s My 11 2011 Industries,Inc.Tue 2012 Pape ID:UWPuU3XD55?ounTglEnnDUzgUw78ccGYKXgj kewfjt?WewnWNUaaAan2sR41311Wj cUBzpmkO2 LOAD CASE(S) Standard - 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-7=-127,1-14=40(F=-20),14-16=-80(F=-20),8-16=-40(F=20) Concentrated Loads(Ib) Vert:3=-281 • • • • • WARNING-Verfj5s design parameiers and RBD NOTES ON THIS AND INCLUDED MIME'REFERENCE PAGE ffiF-7475 BEFORE USE, Design valid for use only with Milek 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 dudng construction is the responsibtlltty of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding &6 fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Crberia,DSB-B9 and SCSI Building Component 7717 G�gp-` Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. 1f.-Southern Pine/SP or$F+Q110m.Der 1S S:pe ITICS,the tI es values erg those eliecttr,e.Qai�+i 2111?6V ALSC or proposed by SPIE, 7777 Greenback Lane,Suite 109 Citrus Heights.CA,95610 Job uss Truss TQty Ply Timheddge op OT-07206 C3 Common Thusype 1 1 Job ReferenceDevel(optionmental/ PRECISION TRUSS 3 LUMBER,TrCLACKAMAS,OR.97015,r 7.250 s May 11 2011 MiTek induslnes,Inc.Tue Jan 31 15:14:47 2012 R34101912 Page 1 ID:UWPuU3XD55?DunTglErmDUzgUw7-Y?OIICizYLANy89vmLp Svg20NoKKOKK 03jZ3zpmkM 10_ 5-4-5 1 10 -5-3 1 15-6 -0 1 20-6-13 1 25-7-11 1 31-0-0 32-0 43 1-0-0 5-4-5 5-0-13 5-0-13 5-0-13 5-0-13 5-4-5 A Scale=1:87.1 4x4= 7 10.00 12 \ 3x4 p \` 3x4 // � �� \ 8 6 / \ /i �/ 3x4•,2 Z./ \ %/ \ 3x4 4 3x4 ij /// \\ \�. 9 3x4 5 , \ // k 10 5x5 �i //�4 \ �\' • N.„ 5x5 5x5 3 /f/ \\ // \N 11 5x5 2 �.� \. ii,\\121 Doo 3x12 II 19 18 20 17 21 16 15 14 3x12 II. 3x4 = 1.5x3 II 1.5x3 II 3x4= 3x8= 3x4 = 20-6-13 1 5-4-5 5-0-13 5-0 13-0 I 5-0-13 5 1 1 -0-13 5-4-5 Plate Offsets(KV): [2:0-7-7,Edoel,[4:0-1-8,0-1-81,[6:0-1-8,0-1-8],[8:0-1-8,0-1-8],[10:0-1-8,0-1-81,[12:0-7-7,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) ((deft Lid PLATES GRIP TOLL 25.0 Plates Increase 1.15 TC 0.44 Vert(LL) -0.08.17-18 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.35 Vert(TL) -0.17 17-18 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.49 Horz(TL) 0.06 12 n/a n/a Weight:224 lb FT=0% BCDL 10.0 Code IRC2009/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2 x 4 DF No.1&BV G TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins. BOT CHORD 2 x 4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G WEBS 1 Row at midpt 7-17,8-17,6-17 SLIDER Left 2 X 8 OF No.2-G 3-7-4,Right 2 X 8 DF No.2-G 3-7-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1483/0-5-8 (min.0-1-9),12=1483/0-5-8 (min.0-1-9) Max Horz 2=-420(LC 3) • Max Uplift 2=-197(LC 5),12=197(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1834/179,3-4=-17171198,4-5=-1540/232,5-6=-1450/257,6-7=1226/311, 7-8=-1226/311,8-9=-1450/257,9-10=-1540/232.10-11=-1717/198,11-12=-1834/178 BOT CHORD 2-19=-259/1249,18-19=259/1249,18-200-153/1114,17-200-153/1114,17-21=-1911114, 16-21=-19/1114,15-16=-19/1114,14-15=-70/1249,12-14=7011249 WEBS 7-17=-255/1114,8-17=-553/255,8-15=-56/344,6-17=-553/255,6-18=-56/344 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 � tiGp P R�F� 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 ]NEC, �� s will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and � , . OPE - referenced standard ANSI/TPI 1. • LOAD CASE(S) StandardOOP` j1 • y GREG•i'2� C',�, U-4RY ee oSOON Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 f fJ design Pmr A WARNING-Vex desi a mand rd READ.NOTES ON THIS AND INCLUDED 3IITEK REFERENCE PAGE ME-7473 BEFORE USE. r.M Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Ma e 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 responsibtillty of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Lane.Suite 109 fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,OSB-89 and SCSI Building Component Citrus Greenbackea. LCAne,Su Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. 10 If Southern Pine(SP or SPo)lumber is s1secified.2he design values are those effective 08911/2612 by AL S0 or proposed by SPie. Is 6. Job (Truss Truss Type Qty Ply Tknberidge Development OT-07206 C4 Common Truss 834101913 1 1 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r Job Reference(optional) • 7.250 5 May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:14:48 2012 Page 1 1-0-g ID:UWPuU3XD5570unTglErmDUzgUw31-0-0 zYibJflEaKk5Jp2KD_BCCAn233sDTDgoHSVzpmkL t-0- 7-10-12 I 7-7-4 I 23-1-4 7-7-4 I 7-10-123'1-D-b • 4x6 I Scale v.1:86.0 5 10.00 12 // \\��\\ 5X6.1 /i \\ // / �\ \�� 5X6 Q 4 \ \. 6 5x5 ,i / i //7/' / \ \\,, 5x5 5i 3 j// 4\\ A 5x5 O .),/ \ \/ \\V/ 5x5 7 N 9 1T 4x10 M18SHS II 12 13 14 11 10 3%4= 4010 M18SHS II • 3x8 M18SHS= 304= 10-5-3 20-6-13 31-0-0 Plate Offsets(X,Y): (2:0-7-7,Edgel,14:0-3-0,0-3-41,16:0-13-0,0-3-41[8:0-7-7,Edge] 10-1-11 I 10-5-3 LOADING (psi) SPACING 2-0-0 CSI TCLL 25.0 Plates Increase 1.15DEFL in 10-12 >753(/ 2400 PLATES GRIP TCDL 7.0 Lumber Increase 1.15 TCB0.48 Vert(LL)Vert(T -0.49 11 M1BS 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(TL)) -0.73 10-12 >ri/ n/a M18SHS 220/195 BCDL 10.0 Code IRC2009/TPI2007 0.39 0.06 8 n/a n/a (Matrix) Weight 190 lb FT=0% •LUMBER TOP CHORD 2 x 4 DF No.1&Btr G BRACING BOT CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2 X 8 DF No.2-G 5-3-4,Right 2 X 8 DF No.2-G 5-3-4 WEBS 1 Row at midpt 5-10,5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer - REACTIONS (lb/size) 2=1509/0-5-8 (min.0-1-10),8=1509/0-5-8 (min.0-1-10) Installation guide. Max Horz 2=-420(LC 3) Max Uplift 2=-197(LC 5),8=-197(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1820/199,3-4=1549/223,4-5=-1632/366,5-6=-1632/366,6-7=1548/223, 7-8=1819/199 BOT CHORD 2-12=-230/1253,12-13=-63/885,13-14=-63/885,11-14=63/885,10-11=-63/885, 8-10=-59/1253 WEBS 5-10=-228/780,6-10=372/350,5-12=-228/780,4-12=-372/349 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,cckj') P A i7fis 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,.will fit between the bottom chord and any other members,with BCDL=10.Opsf. \� G{N � ,S),,6)A plate rating reduction of20%has been applied for the green lumber members. % 7)This truss is designed in accordance with the 2009 International Residential Code sections 02.11.1 and R802.102 and referenced standard ANSI/TPI 1. R53640P Sym LOAD CASE(S) Standard -7OREGOi-, s • 0 SOON Digital Signature 1 EXPIRATION DATE:12-31-12 January 31,2012 WARNING-U'ersfar design parrmteiers anti READ NOTES ON THIS AND INCLt!DE.0 tiff TUC 12Ei< o __ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 73 D RE H 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 responsibillly of the _ iii erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 9k - fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPl1 Quality Criteria,058.89 and SCSI Building Safety information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexarrcna.VA 22314. Component If Southern Pine I SP or SPp1 lumber is specified.the des inn values are those effective 06(f1112012 by ALS: SM.Or cr000snd by S . 7777 Greenback Lane.Suite 109 Citrus Heights.CA,95810 Job Truss Truss Type Qty PlyTirnceridge Development R34101914 OT-07206 C5 COMMON TRUSS 6 1 Job Reference(optional) • PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r 7.250 a May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:14:49 2012 Page 1 ID:UWPuU3XD55?OunTglErmOUzgUw7-UOV3AujD4zQ5CUJHtmrSXKIMPBUmoMkdRKYgdyzpmkK 6-7-7 7-10-1 12-11-5 15-6-0 18-0-11 23-1-4 F4-4131-0-0 2-0 6-7-7 I1-3-5T 5-0-9 I 2-6-11 2-6-11 I 5-0-9 1-3-5 6-7-7 I-0 4 4x4= 4x7 = Scale=1:67.5 4 5n 5n 5 / \ //// / \ / N. ,, 10.00 12 �� ,N. 3x4 /i / // �� 3x4‘: 6 r 4x4// //� \ //! �71 -N 4x4'� \ \ 7 4x4 -, 2,\ V \ 4x4 i \ -N\NN, ' Az/� \ a il a N' `\,ir )91F 9 0 3x12 II 15 14 16 13 17 12 11 18 10 19 3x12 II 1.5x3 II 3x8 = 3x4 = 3x4 = 1.5x3 II 6-7-7 10-5-3 112-11-5 I 18-0-11 120-6-13 24-4-9 31-0-0 6-7-7 3-9-12 2-6-3 5-1-5 2-6.3 3-9-12 6-7-7 Plate Offsets(X,Y): [1:0-3-8,Edge],[1:2-1-13,0-4-12],[1:3-10-0,0-4-12],[3:0-1-8,0-1-8],[4:0-2-4,0-2-0],[5:0-5-4.0-2-0],[6:0-1-8,0-1-8],[8:0-7-7,Edge],[8:1-11-4,0-1-12], [8:3-7-8,0-1-12] ^ LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft L/d PLATES GRIP TOLL 25.0 Plates Increase 1.15 TC 0.51 Vert(LL) -0.08 12-13 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.35 Vert(TL) -0.18 10-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(TL) 0.07 8 n/a n/a Weight:209 lb FT=0% BCDL 10.0 Code IRC2009/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except WEBS 2 x 4 DF Std G 2-0-0 oc purlins(6-0-0 max.):4-5. SLIDER Left 2 X 8 DF No.2-G 4-5-1,Right 2 X 8 DF No.2-G 4-5-1 BOT TCHORD Ri1gid ceileilin id directly applied 3 13 -10 -0 o5-13,tic bracing. WEMiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=1565/0-5-8 (min.0-1-11),8=1638/0-5-8 (min.0-1-12) Max Horz 1=359(LC 3) Max Uplift 1=-141(LC 5),8=190(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2019/158,2-3=1892/182,34=-1498/240,4-5=-1055/253,5-0=-1507/240, 6-7=-1900/180,7-8=2024/156 BOT CHORD 1-15=-276/1396,14-15=-276/1396,14-16=276/1396,13-16=-276/1396,13-17=-74/1062, 12-17=-74/1062.11-12=37/1400,11-18=-37/1400,10-18=-37/1400,10-19=37/1400, 8-19=-37/1400 WEBS 3-13=496/239,4-13=74/513,5-12=-96/544,6-12=-491/236,3-14=0/312,6-10=0/310 NOTES �� P R QJ 1)Unbalanced roof live loads have been considered for this design. • �� ' )N e. sl© e. 2)Wind:ASCE 7-05;100mph;TCDLe4.2psf;BCDL=6.0psf;he25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and \ G t 2 right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 p 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. • 83•i P ',--- 5) 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and . (�� .,referenced standard ANSI/TPI 1. (� 8)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 0;74/00,17G ,1 F3 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. "-)•QQ s Q�� Q LOAD CASE(S) Standard Digital Signature ( EXPIRATION DATE:12-31-12 ) • January 31,2012 A WARNING-V or(jj design paransetera and READ NOTES UN"/B/S AND INCLUDED SII EK REFERENCE PAGE IBII 7472 BEFORE USE. MOINE 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 Al,7' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For General guidance regarding I VI A'Se i.." YC fabrication,qualify control,storage.delivery,erection and bracing,consult ANSI/TP11 Quality Criteria.DSB-59 and BCS!Building Component 7777 Greenback Lana,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Citrus Heights.CA,95610 If Southern Pine tSP or SPp)lumber is specified.the design values are those effective 0641112912 my ALSO&r proposed by S?t8. r r Job Truss (Truss Type Qty Ply Timberidge Development OT-07206 C21 CAL HIP R34101915 I • 1 1 PRECISION TRUSS&LUMBER,INC„CLACKAMAS,OR.97015,r Job Reference(optional) 7.250 s May 11 2011 MRek Industries,Inc.Tue Jan 31 15:14:51 2012 Page 1 • I 7-7-10 7-19175 15-6-0 ID:UWPuU3XD55231n'glErmDUzgUw3Q6dpbalUcagpRa5g?BinvclgfH?9uGCNwetxigzpmkl "7-10 D- -5 7-7-1 { [� 31-0-0 7 7-7-1 0-t25 7.7-10 Scale=1:58.0 4x8= 1.5x3 II - 4x8 = 3 4 1i1 fill mi i—i rno iso 121 Il' 0 10.00 i <,'>v•\\\ zikz --\\N„, , 4x4 -i / //// /� \�� \ \\ �^,� .4x4 2%// \\ -\-`\ /z/7 7 \\\\\ 4x4 \� m I. / \\ ! 4x4 O 1 i 2 la 3x10 M18SHS II 11 12 10 - 9 8 3x10 M18SHS II 1.5x3 I I 3x8= 305= 1.5x3 II 7-7-10 I15-6-0 - 7-7-10 7-10-6 I 7 70 I 31-0-0 Plate Offsets(X,Y): f1:0-3-8,Edge],[3:0-4-8,0-1-8],[5:0-4-8,0-1-8],[7:0-7-7,Edge] 7"7-10 LOADING (psf) SPACING 2-0-0 CSI DEFL TCLL 25.0 Plates Increase 1.15 TC 0.74 Vert(LL) -0.16 10I 11 >999 240 MT20 220/195 PLATES GRIP TCDL 7.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.33 10-11 >999 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.49 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:168 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins,except BOT CHORD 2 x 4 DF No.1&Btr G WEBS 2 x 4 DF Std G 2-0-0 oc purlins(4-4-14 max.):3-5. SLIDER Left 2 X 6 DF No.2-G 4-11-14,Right 2 X 6 DF No.2-G 4-11-14 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 REACTIONS (lb/size) 1=1446/0-3-8 (min.0-1-9),7=1444/Mechanical Installation guide. Max Horz 1=215(LC 4) Max Uplift 1=185(LC 4),7=-185(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1864/245,2-3=-1735/271,34=-1727/322,4-5=-1727/322,5-6=-1732/271, 6-7=1860/246 BOT CHORD 1-11=-297/1303,11-12=300/1293,10-12=300/1293,9-10=-150/1290,8-9=-150/1290, 7-8=-146/1301 WEBS 3-10=-244/696,4-10=573/289,5-10=-244/699,3-11=0/303,5-8=0/303 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. \•� D PR OFF r. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother 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 \, •' GIN--'"E-,9 will fit between the bottom chord and any other members,with BCDL=10.0psf. �� 7)A plate rating reduction of 20%has been applied for the green lumber members. • 8) Refer to girder(s)for.truss to truss connections. � 64��)_ r 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and f referenced standard ANSI/TPI 1. 10) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w12-10d nails. r.. LOAD CASE(S) Standard 9,�00RE ► c71`,‘..)c.„ "7,,-, ° SOON a Digital Signature 1 EXPIRATION DATE: 12-31-12 J • i January 31,2012 A,WARN( &-Vwfi,design parameters and REED NOTES ON MIS AND INCLUDED NITER-REFERENCE PAGE(IRT-7473 BEFORE ME. 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 o1 building designer-not truss designer.Bracing shown C is for lateral support of individual web members only. Additional temporary tracing to insure stability during construction is the responsiblllfy of thev a erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IV)i9i fabrication,quality control,storage,delivery erection and bracing,consult ANSI/TPI1 Quality Criteria,DSS-89 and SCSI Building Component Safety information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314 7777 Greenback Lane,Suite 109 if southern Pine-1.3P or SPpi lumber is,.s, `'ted,tate dosign values are those effective Odr09a2{112 by ALC or pr-gposed..by SM. Citrus Heights.CA,95610 • Job Truss uss Type Qty Ply TinDevelopment OT-07206 C22 CAL HIP I i Job mbeReferencedge (optional) PRECISIONTRUSS 8 LUMBER,INC..CLACKAMAS,OR.97015,r Tr7.250 s May 11 2011 MITek Indusmes,Inc.Tue Jan 31 15:14:52 2012R34101916 Page 1 ID:UWPuU3XD55?OunTglErmDUzgUw7-vzB8owm8Nuof3y1 sYuP99yNr50V3?cW 37ImU EHzpmkH 1 7-7-10 19-10-15 I 15-6-0 I 21-1-1 i 23-4-6 I 31- 0-0 1 7-7-10 2-3-5 5-7-1 5-7-1 2-3-5 7-7-10 • 7 Scale=1:58.0 4x8 //� j 1.5x3 II / 4x8 3 l 10.00 Ft2 14 0 15 4x4 // �� / \\ 4x4 O 2 // \�. �� 4x4•� �, 4x4 //i \V�\ /1 N N N / N ' -N N ��/� \\\ /// \\ ® of/�vii ® 14 I0l 3x10 M18SHS II 13 16 t2 11 10 3x10 M18SHS I I 3x5= 1.5x3 II 1.5x3 II 3x8= 23.4-6 31-0-0 7-7-10 7-7-10 I 7-10-6 7-10-6 7-7-10 Plate Offsets(X,Y): I1:0-3-8,Edgel,(9:0-7-7,Edgel LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP • TCLL 25.0 Plates Increase 1.15 TC 0.68 Vert(LL) -0.15 12-13 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.32 12-13 >999 180 M18SHS 220/195 BCLL 0.0 ` Rep Stress Inca YES WB 0.69 Horz(TL) 0.07 9 n/a n/a Weight:175 lb FT=0% BCDL 10.0 Code IRC2009/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2 x 4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except WEBS 2 x 4 DF Std G 2-0-0 oc purlins(4-5-12 max.):3-6. SLIDER Left 2 X 6 DF No.2-G 4-11-14,Right 2 X 6 DF No.2-G 4-11-14 BOT CHORD Rigid ceiling directly applied or 9-9-2 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=1474/0-3-8 (min.0-1-9),9=1473/Mechanical Max Horz 1=-342(LC 3) Max Uplift 1=-210(LC 4),9-210(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2-1909/284,2-3=1778/314,3-14=-1764/412,5-14=-1764/412,5-15=-1764/412, 6-15-1764/412,6-8=-1776/315,8-9=-1908/285 BOT CHORD 1-13=-463/1337,13-16=466/1327,12-16=-466/1327,11-12-180/1326,10-11=-180/1326, 9-10=-176/1336 WEBS 3-12=-351/725,5-12=-560/307,6-12=-351/726,3-13=0/301,6-10=0/301 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 • Ria o R RF s 3)Provide adequate drainage to prevent water ponding. c\�c- GINE . t$',,, 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �g 8-=,,i P— -v will fit between the bottom chord and any other members,with BCDL=10.0psf. • rf i • 7)A plate rating reduction of 20%has been applied for the green lumber members. r ,r 8)Refer to girder(s)for truss to truss connections. ( / ` 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. v- ORE, '� 10)Design assumes 4x2(flat orientation)purlins at ob spacing indicated,fastened to truss TC w/2-10d nails. o O e�_ 0� 0 LOAD CASE(S) Standard o S00\ Digital Signature 1 EXPIRATION DATE: 12-31-12 j January 31,2012 %, �.WARNING-Verri fg design parameters and READ norm ON MIS AND INCLUDED METRIC REFERENCE P,GE/671.7473 BEFORE USE. ISlC Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and k for an individual building component.ni• e Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown ir is for lateral support of Individual web members only.Additional temporary bracing to insure stability during.construction is the responsibililty of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility or the buildingV1 designer.For general guidance regarding Greenback Lane,Suite 109 fabncadon..quality control,storage,delivery,erection and bracing,consult ANSIRPt1 Quality Criteria;DSB-89 and SCSI Building Component 7777 Safety Intormeflon available from Truss Plate Institute.781 Fl.Lee Street.Suite:312,Alexandria.VA 22314. Citrus Heights,CA,95610 it 5outhem Pine ISP or SPp(Lumber la specifiett,the design values ore Inose effective&3;01r24312 by ALSO-or fsrchased by SPIE. 4 Job Truss Truss Type Qty Ply Timbendge Development OT-07206 C23 CAL HIP 1 1 R34:.1.01e17 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r Job Reference(optional) 7.250 s May 11 2011 MRek Industries,Inc.Tue Jan 31 15:14:54 2012 Page 1 ID:UWPu19-1-1 70unTglEr 23-4-6 w7-rLJyDcnMvV2NIF31-0-0 ENSCYCAgTX7MbcFbl9zpmkF 7-7-10 • I 15-6-0 19-1-1 23-4-6 31-0-0 11-10-15 7-7-10 4-3-5 I 3-7-1 3-7-1 4-3-5 7-7-10 1.5x3 I I - 1.5x3 I I Scale=1:62.2 9 4 6 10 /4 lx:, . 1/, \ 19 10.00 12 4x8 / �' 1.5x3 II N\-, 4x8 \\ 7 3 , .Ary VSi Kit - \\\ k. N ,/� \.� 1.5x3 II 1.5x3 II //\ \\ d 4x4 ii \� VA ��v 2 �\ ` ,..\\\<\,, \ 4x4 \\ N 4x4 i /` \N\ \ �\ 12 / \\ 4x4 O 1/�� N. ///�// \\ ,""N13 _ Ia 3x10 M18SHS II 20 15 16 _ 14 3x10 M18SHS II 1.5x3 II 3x8= 3x5 = 1.5x3 II I 7-7-10 I 15-6-0 - I 23-4-6 31-0-0 7-7-10 7-10-6 7-10-6 I 7-7-10 ) Plate Offsets(X.Y): (1:0-3-8,Edge),(13:0-7-7,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.61 Vert(LL) -0.13 16-17 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.43 Vert(TL) -0.29 16-17 >999 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.55 Horz(TL) 0.07 13 n/a Na BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 191 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins,except BOT CHORD 2 x 4 DF No.18Btr G 2-0-0 oc purlins(4-2-13 max.):3-11. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2 X 6 DF No.2-G 4-11-14,Right 2 X 6 OF No.2-G 4-11-14 JOINTS 1 Brace at Jt(s):5,8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (lb/size) 1=1448/0-3-8 (min.0-1-9),13=1447/Mechanical Installation guide. Max Hors 1=-328(LC 3) Max Uplift 1=-139(LC 5),13=-139(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1866/157,2-3=1737/183,3-5=-1729/346,5-7=-1729/346,7-8=-1729/346, 8-11=1729/346,11-12=1736/184,12-13=-1864/157 BOT CHORD 1-17=-287/1304,17-20=-290/1293,16-20-290/1293,15-16-29/1292,14-15=-29/1292, 13-14-25/1303 WEBS 3-16=-282/714,7-16-551/243,11-16=-282/716,3-17=0/304,11-14=0/304 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. ��`�u P P OfiFs 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,� G)�) c$'r� 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide / will fit between the bottom chord and any other members,with BCDL=10.Opsf. .� 640P 7 7)A plate rating reduction of 20%has been applied for the green lumber members. a� 8)Refer to girder(s)for truss to truss connections. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and / referenced standard ANSI/TPI 1. illi. 10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. qA.OREGO k, ,,.'•• C , LOAD CASE(S) Standard &'CRY 2 2 o SOON Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 ert f!1 design parameters and t2fs813 NOTES ONTRIS AND INCLUDED 9IITEdi REFffi{ENCE PAGE MTI-747i3 BEFORE USE, Design valid for use only with Mnek connectors.This design is based only upon parameters shown,and is for an individual building component. � Applicability of design parameters and proper incorporation or component is responsibility of building designer-not truss designer.Bracing shownry-J is tor lateral support of Individual web members only.Additional temporary bracing to insure stability dung construction Is the responsibilliy of the- i tt erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regardingtt(6E�etr. fabrication.quality control,storage,delivery,erection and bracing,consult AN5I/19I1 quality Criteria,006-89 and SCSI building Component Safety Information available tram Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA.95610 If Southern Pine ISP or SPr4 lumber is.specified,the design values are those effective-Mil Lw ALSO or proposed by SPIE, Job Truss Truss Type Oty Ply Timberidge Development R34101918 OT-07206 C24 COMMON TRUSS 1 1 _ Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r 7250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:14:55 2012 Page 1 IO:UW PuU3XD55?OunTglErmDUzgUw7-lYtKRyo_gpAEwPmRE 1 ysnb?OlcX6C3BVgG78rczpmkE 1 6-7-7 1-10-12 12-11-5 I 15-6-0 I 18-0-11 I 23-1-4 F4-4131-0-0 32A� 6-7-7 1-3-5 5-0-9 2-6-11 2-6-11 5-0-9 1-3-5 6-7-7 -0 - 4x4= 4x7 = Scale=1:67.5 4 rm rzt 5 MI //// '/ `\ 10.00 12 // /2 \�`\ 3x4,i /�j,� �/ \\ ,, 3x4 O /27 3 // /i N N . 6 4x4�i %%/� \\ f \-\.\\ 4x4 O 4x4 -i 2/ \\\\\ ,4 / • \- 7 4x4 O \\'''''''''\\'''''''s \ II/ / IN f 8 I: 8 3512 II 15 14 16 13 17 12 11 18 10 19 3x12 II 1.5x3 II 3x8 = 3x4 = 3x4 1.5x3 II 1 6-7-7 1 10-5-3 1 12 -11-5 I 18-0-11 120-6-13 I 24-4-9 1 31-0 -0 I 6-7-7 3-9-12 2-6-3 5-1-5 2-6-3 3-9-12 6-7-7 Plate Offsets(X,Y): [1:0-3-8,Edge],[1:2-1-13,0-4-12],[1:3-10-0,0-4-12],[3:0-1-8,0-1-8],[4:0-2-4,0-2-0],[5:0-5-4,0-2-0],[6:0-1-8,0-1-8],[8:0-7-7,Edge],[8:1-11-4,0-1-12], [8:3-7-8.0-1-12] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.52 Vert(LL) -0.08 12-13 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.36 Vert(TL) -0.18 10-12 >999 180 - BCLL 0.0 * Rep Stress Incr YES WB 0.24 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:209 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins,except BOT CHORD 2 x 4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):4-5. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2 X 8 DF No.2-G 4-5-1,Right 2 X 8 DF No.2-G 4-5-1 WEBS 1 Row at midpt 3-13,5-13,6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=1572/0-5-8 (min.0-1-11),8=1645/0-5-8 (min.0-1-12) Max Horz 1=359(LC 3) Max Uplift 1=141(LC 5),8=-190(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=2030/158,2-3=1903/182,34=-1505/240,4-5=-1060/253,5-6=-1514/240, 6-7=1910/180,7-8=2035/156 BOT CHORD 1-15=-276/1404,14-15=-276/1404,14-16=-276/1404,13-16=-276/1404,13-17=-74/1067, 12-17=74/1067,11-12=-37/1407,11-18=-37/1407,10-18=37/1407,10-19=-37/1407, 8-19=-37/1407 WEBS 3-13=-499/239,4-13=-74/517,5-12=-96/549,6-12=-494/236,3-14=0/317,6-10=0/315 NOTES 1)Unbalanced roof live loads have been considered for this design. �R r) P R nF 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and F right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 tic., \'...,_, s G[NE-. /Q 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. 8 � -7 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 1.--41 will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)A plate rating reduction of 20%has been applied for the green lumber members. , / 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. v��OREG R. c:),.."' 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Design assumes 4x2(flat orientation)puffins at oc spacing indicated,fastened to truss TC wl 2-10d nails. . �/q O LOAD CASE(S) Standard ° SOON Digital Signature 1 EXPIRATION DATE 12-31-12 January 31,2012 A ,,WARNIN&-Verify design parameters and.READ NOTES ON THIS AND INCLUDED MIMIC REFERENCE PAGE AHI-7473 EEFORB USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. e 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 g►tl''S�1.9S. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 6V1 i fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/Tell Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Sheet.Suite 312•Alexandria,VA 22314. Citrus Heights-CA,95610 If Southern Ptne l Sp or SPp)Sumter 1s s.peeified.the Desitin valises are those effective WORM by ALSO or proposed by SPtS. Job Truss (Truss Type Qty Ply Timberibge Development OT-07206 C-CAP PIGGYBACK 834101919 8 1 • PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r Job Reference(optional) Inc.Tue Jan 31 1514:56 2012 Page ID:UWPuU3XD5570unTglErmDUzgUw7-nkRieHpcR6J5uXZLdnkTSJoXhIOxJxZDe2wkiN2zpmkDl ' I 2-6-10 I 5-1-5 2-6-10 2-6-11 3x4= - - Scale=1:14.8 3 / \\ 10.00 12 \ \\\\ rn \ N / `/ \N \ z / \ \ \'\45 o 3 I 1 `\ l'i 0 X 2x4 = - 2x4= I 0-7-9 4-5-t2 I 5-1-5 0-7-9 3-10-3 0-7-9 Plate Offsets(X Y)• (3:0-2-0,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in GRIP TCLL 25.0 Plates Increase 1.15 TC 0.04 Vert(LL) -0.01 (12-4 >999 240 MT20ES 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.10 Vert(TL) -0.03 2-4 >999 180 BOLL 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:14 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins. BOT CHORD 2 x 4 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 REACTIONS (Ib/size) 2=186/0-1-8 (min.0-1-8),4=186/0-1-8 (min.0-1-8) Installation guide. • Max Horz 2-51(LC 3) Max Uplift 2=-42(LC 5),4=-42(LC 6) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES '1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 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 at joint(s)2,4. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building � 'c ) P R Qfics designer. N,. # G 11V E0 `5>p,- LOAD CASE(S) Standard 4,/% 17 ,�,� 83649PE r c>/1 r✓q. 'ocs) - SOON - Digital Signature I EXPIRATION DATE: 12-31-12 1 January 31,2012 a.WARNlfira-Ver/fir design parameters and READ NOTES ON Tills AND INCLUDED MITE/ REFERENCE PAGE P117-7472 BEFORE USE. 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 sho0vn • is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibeliy of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IVU e iobricatior,quality control,storage,delivery,erection and bracing,consult ANSI/rPI1 Quality Criteria,DSB-99 and SCSI Building Component Safety Information available Irons Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. • 7777 Greenback Lane,Suite 109 If Southern Pine(Spar SPpf lumber is specified,the destdn values are these effecthgeOMi1'2012 by ALS£or-crammed h}'SPIE, Citrus Heights,CA.95610 Job Truss Truss Type Oty Ply Timberidge Development R34101920 OT-07206 C-CAP24 PIGGYBACK 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:14:57 2012 Page 1 ID:UWPuU3XD557ounTglErmDUzgUw7-Fw_4sdpFCaRy9jwciLR Ks04sUPing0_oHaUFvUzpmkC 1-6-8 2-6-10 3-6-13 1 5.1-5 1 I 1-0-2 1-0-2 1-6-8 1-6-8 Scale=1:10.5 4 4x4// // i N 4x4 ' ,i 3 / NN 10.00 Fla- / 2 /�/ /\01 � i\ l /// // / N�� 5 // / Il v 1 0 /�/ ` '� Ia 7 3x4= L X 2x4= 2x4= I 0-7-9 I 2-6-10 I 4-5-12 1 5-1-5 -�5 1 0-7-9 1-11-1 Plate.Offsets(X,Y): [3:0-0-5,0-1-101,[4:0-0-15.0-2-01 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loo) Udefl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.06 Vert(LL) -0.00 7 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 Vert(TL) -0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a Weight:17 lb FT=0% BCDL 10.0 Code IRC2009/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins,except BOT CHORD 2 x 4 DF No.1&Btr G 2-0-0 oc purlins:3-4. WEBS - 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=186/0-1-8 (min.0-1-8),5=186/0-1-8 (min.0-1-8) Max Horz 2=-22(LC 3) Max Uplift 2=36(LC 5),5=36(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. • 2)Wind:ASCE 7-05;100mph: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=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,5. <K.��ri P I3 0,z-es 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and NGI N EA- slQ referenced standard ANSI/TPI 1. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building „ , ti / .9 designer. - 83.i OPE r 10) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. LOAD CASE(S) Standard f -vA OREGo fid) C1x y fe/q Z!_�=" 00 SOON Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 j WARNING-Vefl:ftj design parameters and READ NOTES ON THIS AND INCLUDED EIITEKREFERENCE PAGE&41!-7470 BEFORE USE s Design valid for use only with Mire*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 1 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction n the responsibility of the p ri�"C'�A.' erector.Additional permanent bracing of the overall structure b tvI the responsibility of the building designer.For general guidance regarding C I fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPt1 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,95810 ii Southern Pine(SP or OPp)lumber is specified.the design values are these e?tec:fve 460112512 by ALSO or proposed by SPi8. ' Job Truss Truss Type Qty Ply Timberidge Development OT-07206 D1 MOD.QUEEN 1 1 R34101921 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r Job Reference(optional) 7.250 s May 11 2011 MRek Industries.Inc.Tue Jan 31 15:14:58 2012 Page 1 r • ID:U9-6-0 D5570unTglErmDU6-0-11 j6YS3zgtzkZpntV0v9WZODdsgpZnPMHxWEDoSwzpmkB 1-0-9 6-7-7 12-11-5 1-0-0 6-7-7 I 6-3-15 I 6-6-11 I 6-6-711 I 31-0-0 4-11-5 5x7= 1.5x3 II 4x7= Scale=1:67.8 5 m rot n 6 n m ria 7 //.; 'r \ /r/ \ // \�\ 4x4 O 10.00 12 /%' \ �\. 8 3x4 /i j/jam \s\ � N. , i \� //. by 4x4 // /ii/ \ \ /;� �. /7,/ // 4x4�i 3 j� i. \\ �� // 2 / \ I� a le' 6 3X72 II14 13 t516 17 -' 12 11 10 18 9 1.5x3 II 3x4 = 5x8= 3x4= 2x4 II 1 6-7-7 i 12-11-5 I 19-6-0 26-0-11 I 31-0-0 I 6-7-7 6-3-15 6-6-11 I 6-6-11 4-11-5 Plate Offsets(X.Y): 12:0-7-7,Edpe],[2:1-11-4,0-1-12],12:3-7-8.0-1-12],[4:0-1-8,0-1-8],(5:0-5-4,0-2-0],17:05-4.0-2-0],(8:0-1-0.0-1-12],[10:0-1-12.0-1-B],[11:0-4-0,0-3-0] LOADING Ipso) SPACING 2-0-0 CSI DEFL in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.67 Vert(LL) -0.10 11-12 >999 240 - MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.36 Vert(TL) -0.20 11-12 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.48 Horz(TL) 0.05 9 ala n/a BCDL 10.0 Code IRC2009JTp12007 (Matrix) Weight:228 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G • TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-7. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. SLIDER Left 2 X 8 DF No.2-G 4-5-1 WEBS 1 Row at midpt 4-12,5-11,6-11,7-11,7-10,8-9 MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (lb/size) 2=1656/0-5-8 (min.0-1-12),9=1642/0-5-8 (min.0-1-12) Installation guide. Max Horz 2=485(LC 4) Max Uplift 2=-193(LC 5),9=-189(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2049/160,3-4e_1923/184,4-5=-1535/241,5-6=-1043/219,6-7=-1043/219, 7-8=878/194,8-9=-1545/202 BOT CHORD 2-14=-494/1417,13-14=-494/1417,13-15=-494/1417,12-15=494/1417,12-16=-369/1085, 11-16=-369/1085,11-17=-193/597,10-17=193/597 WEBS 4-13=0/302,4-12=-471/237,5-12=-87/583,6-11=-4731257,7-11=-280/928, 7-10=629/280,8-10=-233/1079 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 _5 s'E,O P R of�� 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. ' I N L..."' "-.7,3, s/e. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. OPE Pt 6)A plate rating reduction of 20%has been applied for the green lumber members. / 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and /' referenced standard ANSI/TPI 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 0.11.- 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. q ©REO t LOAD CASE(S) Standard 0 SOO1 Digital Signature ' ( EXPIRATION DATE: 12-31-12 January 31,2012 aFdAAPNTNc.Ver-/J5 design parameters and READ ROM ON THIS AND INCLUDED it/ITElf REFERENCE PADEN/11.7472 BEFORE USE �� Design valid alltl for use only with MRek connectors.This design Is based only upon parameters shown,and is for an individual building component. _ Applicability of design parameters and Amber incorporation ddon of l component is resng to y of building designer-nut trussndesigner.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibllmy of the i�,6 i erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding /Yid lei" tabncation,quality control,storage,delivery,erection and bracing.consult ANSI/71111 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available irons Truss Plate institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights.CA,95610 If Southern Pine(SP or Spot lumber is.spec 1 ied,the design values are those efrective.06:1ri'2(112 by ALSO or proposed by SPIE. Job Truss Truss Type Qty Ply Timberidge Development R34101922 OT-07206 D2 MOD.QUEEN 1 1 Job Reference(optional) • PRECISION TRUSS&LUMBER,INC..CLACKAMAS,OR.97015.r 7250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:00 2012 Page 1 ID:U WPuU3XD55?OunTglErmDUzgUw7-gVgDUfs7VLpX0AeP0aY1 Uei9MdDGIJsEzYivW pzpmk9 1-0 6-7-7 I 12-11-5 1 19-6-0 I 26-0-11 32-4-9 1 39-0-0 413-0-19-0-0 6-7-7 6-3-15 6-6-11 6-6-11 6-3-15 6-7-7 -0- • Scale=1:72.5 658= 2x3 II 658 = 6 5 n, no fen ref nit ml 7 i/ \ �j //i/ N. 10,00 12 / \�.\ //�V` \\, \ 354/i //,. \\ //� �\ 354\ j4x4 / \N 4x4 J \ � 9 axa\\ 4x4'i 3 / \ �, \ \ // / `~\ v N. i r / 3x12 II 17 16 18 15 19 14 20 13 21 12 22 3x12 II 253 II 354= 5x8= 354= 253 II 1 6-7-7 I 12-11-5 1 19-6-0 I 26-0-11 1 32-4-9 I 39-0-0 1 6-7-7 6-3-15 6-6-11 6-6-11 6-3-15 6-7-7 Plate Offsets(X,Y): [2:0-7-7,Edgel,[2:1-11-4,0-1-12],[2:3-7-8,0-1-12],[4:0-1-8,0-1-8],[5:0-6-Q0-1-12],[7:0-6-0,0-1-12],[8:0-1-8,0-1-8],[10:1-11-4,0-1-12],[10:0-7-7,Edge], [10:3-7-8.0-1-121,[14:0-4-0,0-3-01 ' LOADING (psf) SPACING 2-0-0 CSI DEFL in (loo) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.85 Vert(LL) -0.15 14-15 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.42 Vert(TL) -0.29 13-14 >999 180 • BCLL 0.0 ` Rep Stress Incr YES WB 0.28 Horz(TL) 0.12 10 n/a n/a Weight:266 lb FT=0% BCDL 10.0 Code IRC2009/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except BOT CHORD 2 x 4 DF No.1&Btr G 2-0-0 oc purlins(4-8-3 max.):5-7. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. • SLIDER Left 2 X 8 DF No.2-G 4-5-1,Right 2 X 8 DF No.2-G 4-5-1 WEBS 1 Row at midpt 4-15,5-14,6-14,7-14,8-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=2082/0-5-8 (min.0-2-4),10=2082/0-5-8 (min.0-2-4) Max Horz 2=355(LC 4) Max Uplift 2-212(LC 5),10=-212(LC 6) FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2679/187,34=-2535/212,4-5-2158/269,5-6=-1765/252,6-7=-1765/252, 7-8=-2158/269,8-9=2535/212,9-10=-26791188 BOT CHORD 2-17=-399/1863,16-17=399/1863,16-18=399/1863,15-18=399/1863,15-19=-276/1567, 14-19-276/1567,14-20=-137/1567,13-20-137/1567,13-21=44!1863.12-21=-44/1863, 12-22=-44/1863,10-22=-44/1863 WEBS 4-16=0/296,4-15=-432/235,5-15=-84/558,5-14=-2421533,6-14=-458/254, 7-14=-242/533,7-13=-84/558,8-13=-432/235,8-12=0/296 NOTES {6.,'�0 P R Ope 1)Unbalanced roof live loads have been considered for this design- 2)Wind:ASCE 7-05;100mph;TCDL=4,2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and \c�-\ -.G1 NE-C `> right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 ,,..11,p 3)Provide adequate drainage to prevent water ponding. 640P P T 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 435)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)A plate rating reduction of 20%has been applied for the green lumber members: 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and '..:-1' OREGO 1111 referenced standard ANSI/TPI 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Com© • &,r1 RY ,Q,,2' -"C"1.9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. Q d ur,"Q©j"J LOAD CASE(S) Standard Digital Signature - ( EXPIRATION DATE:12-31-12 January 31,2012 A WARNING-% r'tjr.4 design parameters clad READ NOTES ON THIS AND INCLUDED MEN REFERENCE PAGE NU-7473 BEFORE USE. Design valid for use only with MiTek connectors.this design is based only upon parameters shown,and Is for an individual building component. - �• i. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support or individual web members only.Additional temporary bracing to insure stability during construction is the responsibdllty of the 31��T�2.`C" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IVI i _ fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/711 Quality Criteria.058-89 and SCSI Budding 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 t SP or SRN lumber ts.specified,the design°;allues are those effeetive.45 01?2412 by ALSC or proposed by SPtS. " (Job Truss (Truss Type ty Ply Timberidge Development OT-07206 D-CAP1 PIGGYBACK I.E:i 1 R34101923 PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015,r Job Reference(optional) 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:01 2012 Page 1 2-8-0 2-111.1p 6-6-11 ID:UWPuU3XD55?OunTglErmDUzgUw7-BhEbh?tlFFfxOeKDbaH3G0sF3-1-5 o4OCCST2FzpmkB 2-8-0 0-3-10 3-7-0 1 10-1-110-3-lb 1--5 3-7-0 280 Scale=1:22.9 4x4 3 i 5 4x4\\ 10.00 1z i/ x I G� N 9 Ig o 3x4 = 8 3x4 = 3x4 = - o BEARINGS @ 24"O.C. 3x4= 0.7-9 1 0-7-9 4-7-5-13 I 6-6-11 8-6-0 12-5.12 Plate Offsets(X.Y): (3:0-1-2,0.2-0),(5:0-1-3,0-2-0] 1-11-5 1 1-11-5 1 113-1-5 3-11-12 0-7-9 LOADING (psf) SPACING 2-0-0 CSI TCLL 25.0 Plates Increase 1.15DEFL in (l 8-9 >9999fl 2400 PLATES GRIP TCDL 7.0 Lumber Increase 1.15 BC 0.12 Vert(LL)Vert(T -0.01 8-9 BC 0.15 Horz(T) -0.04 8-9 >9n/a MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.15 BCDL 10.0 Code IRC2009/Tp12007 Horz(TL) 0.01 6 n/a n!a (Matrix) Weight:50 lb FT=0%LUMBER TOP CHORD 2 x 4 DF No.1&Btr G BRACING BOT CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except WEBS 2 x 4 DF Std G 2-0-0 oc purlins(6-0-0 max.):3-5. 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 REACTIONS (Ib/size) 2=52210-1-8 (min.0-1-8),6=522/0-1-8 (min.0-1-8) Installation guide. Max Horz 2=51(LC 4) Max Uplift 2=101(LC 4),6=-101(LC 3) , FORCES (Ib)-Max.Comp./Max.Ten.-At forces 250(Ib)or less except when shown. TOP CHORD 2-3=654/158,5-6=654/158,3-4=742/162,4-5=-742/162 BOT CHORD 2-9=139/484,8-9=-233/898,6-8=97/484 WEBS 3-9=49/345,5-8=-49/345 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 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 fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. , r P R Q� 7) Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,6. N G I Ns.z, sr< 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and • referenced standard ANSI/IP'1. / , 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building �/ 8364*p E fit` designer. 10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1-0d nails. 1 LOAD CASE(S) Standard ,r OCr,4`VYCj O SOON - Digital Signature EXPIRATION DATE: 12-31-12 ` January 31,2012 • A WARNING'Verfk design parameters and.READ NOTES ON MIS AND INCLUDED MITER:REF __ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual buiding compor ent. BEFORE USE, n ol is ' is Applicability support of ndivviidual web members only.ters and proper Additions temporarytbrae ng to insurey fsttaublty ding uring constresigner- ut ction on a the rresponssib IMy of the �6"t 6� fabrication.glualtylcontrol,storage,delivery,erection and bracing,anent bracing of the overall structure is ihe ronssult sibilANSI/TP n Quality Creity of the building w a,OSB'B9 and SCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Citrgeneral guidance regarding us 18'Y- 1f SCOftlern Pine IP or Sttp)turnber is:spo.itted.tee:damn valae9 are MOSS:ffeCtivx{tg0fi'2012 by!ALS or prtfonsed by SP ES, 7777 Greenbackhts,CAa95651)ite 109. Citrus Hei Job Truss Truss Type Qty Ply PIGGYBACK 1 Timberidge Development R34101924 OT-07206 D-CAP2 Job Reference(optional) 7.250 s May 11 2011 MITek Industries,Inc.Tue Jan 31 15:15:022012 Page 1 PRECISION TRUSS LUMBER,INC..CLACKAMAS,OR.97015,r ID:UWPuUSXD5590unTglErmDUzgUw7-cuozvltN0y3FFUon87aVZ3neSQzgLFZXRsBObizpmk7 6-6-11 8-1-11 10-5-5 13-1-5 1 4- -10 2 8-0 1 2-8-0 2-3-10 1 -7-0 1 1-7-0 7 1 1 2-3-10 2-8-0 Scale=1:22.9 NN - / 10.00 12 \ / 4x4 / /\ = \`N 4x4�� 3/ j/ 13 \\/\6\ V // 12 /. NN / % \ V \ � ~ ~�8 s o t/ r I b x 4= x = x4 = 3x4= BEARINGS @ 24"O.C. 1 0-7-9 1 4-7-5 1- 8-6-0 12-5-12 1 13-15 1 3-11-13 1 1-11-51 1 1-11-5 1 3-11-12 0-7-9 0-7-9 Plate Offsets(X.Y): [3:0-1-3,0-2-01,[6:0-1-3,0-2-0j` LOADING (psf)25.0 SPACING 2-0-0 CSI DEFL in (lac) 1/deft Ud PLATES GRIP TCLL 27.0 Plates Increase 1.15 TC 0.30 Vert(LL) -0.02 10-11 >999 240 MT20 220/195 Vert(TL) -0.04 10-11 >999 180 TCLL 7.0 Lumber Increase 1 W 1 S 0.16 Horz(TL) 0.01 8 n/a n/a BCLL 0.0 * Rep Stress Incr YES WB 0.14• Weight 57 lb FT=0% BCDL 10.0 Code IRC2009/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.except 2-0-0 oc purlins(6-0-0 max.):3-6. BOT CHORD 2 x 4 OF SG BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 OF Sttdd G G JOINTS 1 Brace at Jt(s):5 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=556/0-1-8 (min.0-1-8),8=556/0-1-8 (min.0-1-8) Max Horz 2=-162(LC 3) Max Uplift 2=-100(LC 5),8-124(LC 3) FORCES (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=744/243,6-8=744/267,3-12=-809/300,5-12=-809/300,5-13=-809/329, 6-13=809/329 BOT CHORD 2-11=-350/568,10-11=361/956,8-10=-224/568 WEBS 3-11=-158/312,6-10=-151/312 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 ��D Q �fiF 3)Provide adequate drainage to prevent water ponding. SS 4)This truss has been designed for a 10.0 psf bottom,chord live load nonconcurrent with any other live loads. GIN 0Fr. 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 i will fit between the bottom chord and any other members. '9 6)A plate rating reduction of 20%has been applied for the green lumber members. • cg36'��P E r" 7) Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,8. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building v GREG designer. • 10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 0 '1/6'. rs @ LOAD CASE(S) Standard O0 80o‘A Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 WARl9ONG-?crib design pat"rors and READ NOTES(DIMS AND INCLUDED MI TEE REFERENCE PAGE 10ff-7470 BEFORE USE. �� 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 responslbMiTek' ilIty of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Greenback Lane,Suite 109 fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/iPl1 Gustily Criteria DOB-89 and SCSI Building Component 7777775 Greenback CA,ne Su Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria.VA 22314. if Southern Pine(SP or/Pp(lumber 1s.toetafned,the design sallies are those erteative 0U0112012 4y ALSC or proposed by SPtB. Job Truss Truss Type Qty Ply Tknberidge Development OT-07206 El CAL HIP 1(3ty 1 I.Ply 1 R34101925 PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015,r Job Reference(optional) 7.250 s May 11 2011 MRek Industries,Inc.Tue Jan 31 15:15:04 2012 Pape 1 1-0-0 1 0.7 6 50110715 12-0.0 ID:UWPuU3XD5570u6-1-1 mDUzgUw7-YGvkKOveYaJyVoyAF24-0-0 reESap5NquAg7fazpmk5 5-7-6 3-9 6 1-1 247- ` 6-1-1 10.3-10 5-7-6 125-0•0 I 1-0-0 4x5 -'',% Scale=1:43.1 _ 4 3x4 = 4x5 O / . MI I� fel 5 i'\ 10.004x4 G i./ \ / /\\\` /// \\ \ ry �// \\�\\ i i// \\ /// / \\\\ 4x4 /i 3 / // \ /` ��\ 4X4 \\ z 'yv 'h ,� is \ / / • 7 / \A� /7 .V`V // �.\ 4x4 VA re 4/, \ 9 8 f 0 I �� Io 6x10 II 13 1415 12 16 11 10 .1718 \\� 3x4 = 19 3x5= 6x10 II 3x4= I 8-9-11 8-9-11 1 15-2-5 0I 24-0-0 Plate Offsets(X,Y): [2:3-1-7,0-1-12],(2:1-7-15,0-1-121,[2:0-7-3.0-1-0L[4:0-1-6,0-1-121,[6:0-1-6,0-1-12],[8:0-7-3,0-1-0],(8:1-7-15,0-1-12],18:3-11-7,0-1-12] I LOADING (psf) SPACING 2-0-0 CSI LOLL 25.0 Plates crease 105 DEFL in (loe) I/deli Lid PLATES GRIP • TCDL 7.0 Lumber Increase 1.15 TC 0.89 Vert(LL) -0.12 2-12 >999 240 BCLL 0.0 BC 0.97 Vert(TL) -0.45 2-12 >635 180 MT20 220/195 Rep Stress Incr NO WB 0.44 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code IRC2009fTP12007 (Matrix) LUMBER Weight 129 lb FT=0% TOP CHORD 2 x 4 DF Nq.1&Bur G BRACING BOT CHORD 2 x 4 DF No,1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins,except WEBS 2 x 4 DF Std G 2-0-0 oc purlins(3-6-3 max.):4-6. SLIDER Left 2 X 8 DF No.2-G 3-10-6,Right 2 X 8 DF No.2-G 3-10-6 BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing REACTIONS (lb/size) 2=2100/0-5-8 (min.0-2-4),8=2100/0-5-8 (min.0-2-4) be installed during truss erection,in accordance with Stabilizer Installation guide. Max Horz 2=163(LC 4) Max Uplift 2=-701(LC4),8=-701(LC 3)' FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2538/1065,3-4=2420/1080,4-5=-2303/933,5-6=-2303/933,6-7=-2420/1081, 7-8=2538/1065 BOT CHORD 2-13=847/1805,13-14=-847/1805,14-15=847/1805,12-15=-847/1805, 12-16=1133/2588,11-16=-1133/2588,10-11=741/1805,10-17=741/1805, 17-180-741/1805,18-190-741/1805,8-19=741/1805 WEBS 4-12=-265/990,5-12=604/488,5-11-604/488,6-11=-265/990 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 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. P�4 PFS 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 N ':+ �)(V� ss 6)will fit between the bottom chord and any other members,with BCDL=10.0psf. E/� /0 green 7)This truss A plate ting is designed rin accordance with the applied of 20%has been 2009 I tee ational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1, r members. 8b4�PE P� 8)Girder carries hip end with 5-11-4 end setback. i• 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. '' 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)281 lb down and 276 lb up at • S�} ORE • 18-5-9,and 281 lb down and 276 lb up at 5-6-7 on top chord. The design/selection of such connection device(s)is the C. ' G e•responsibility of others. 11) In the LOAD CASE(S)section.loads applied to the face of the truss are noted as front(F)or back(B). • O��'Y Oer LOAD CASE(S) Standard SOC31`1 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Digital Signature EXPIRATION DATE' 12-31-12 ^^ �� January 31,2012 ®WARNING-Ver((y deasarz parameters arid READ NOTES ON THIS AND INCLUDED b7122 ' _ Design valid for use onlywith MiTek connectors.This design is based only upon parameters showy and is tor Nanniindividua individual ding componentCFDIx,E tlrfiE. Applicability of design parameters and proper incorporation Ci 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 responsiblllity of the mil erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek't G,. Safety fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/IP11 QualityCriteria,OSB-89 7777 I�Ab� Com if Southerntion Pine(SF or Sbip)lumber ie from Trusss Plate Institute. 1110 design Allies aeet. re those Alexandria, 1:2012 by AL.S"or croT300edibs-SIbponent Heights,C 95610 Greenback Lane,Suite 109 MSCCitrus Hei A, Truss Type Qty Ply Timberidge Development R34101925 Sob El 1 1 Job Reference.(optional) OT-07206 CAL HIP PRECISION TRUSS.&LUMBER,INC..CLACKAMAS.OR.97015,r 7250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:04 2012 Page 2 ID:UWPuU3X055?OunTglErmDUzgUw7-YGvkKOveYadyVoyAFPczeUtreESap5NquAg7fazpmk5 LOAD CASE(S) Standard Uniform Loads(cif) Vert:1-4=-64,4-6=-127,6-9=-64,2-13=-40(F=-20),13-15=-80(F=-20),15-17=-40(F-20),17-19=-80(F=-20),8-19=-40(F=- 20) Concentrated Loads(lb). Vert 4=-281 6=-281 AWARNING-Verifj design parameters and READ NOTES OH TEIS AM)INCLUDED MTTEK REFERENCE RAGE 1411-747U BEFORE USE. -- Design valid for use only with Mttek 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 1V iA G�1h is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibWily of the erector.Additional permanent bracing of the overall structure a the responsibility at 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 Greens,k Lane ne Suiteu109 Safety information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria.VA 22314. Citrus1t.Southern Pine(;.P or SPpl lumber 1s specified.the design values are Mose effective ileisl%12012 by ALSC or proposed by SM. Job Truss (Truss Type Qty Ply Timberidge Development OT-07206 E3 ATTIC 1 1 R34101926 PRECISION TRUSS 8 LUMBER,INC..CLACKAMAS,OR 97015,r Job Reference(optional) 7.250 s May 11 2011 MiTek Industries.Inc.Tue Jan 31 151505 2012 Page 1 f1-0. 2-10-5 5-10-4 9-11-12 12-0-0:UW4 XD557ou8-1 12rmDUzq'w'-1TT6XMw24-0-0 -0-0 yXMOp78CBiP0hetHYWJz7gQgBOzpmk4 1-0-09 2-10-5 1 2-11-15 I 4-1-B 1 2-0-4 2-0-4 4-1-8 j 1 9 2-11-15 2-10-5 0.0 5x6= Scale=1:65.5 6 3x4 = //FIN \ 3x4= 5 /�JAVA 7 • // 16 \\ \ "moi 2x4 II \`,�\\ 3x6 II / ; 4 / i / Av`\ 3x6 I I 5x5 -.1% // \�v 1 .00 12 \\::\ 5x5\\ 3 \N 9 2 / ct1 i , •ji/i 10 4x10 II EL1 6x8 = 4x8 II 14 13 12 4510 II 4x8 II 6x8 = 12-10-5 1 5-10-4 I 18-1-12 21.1-11I 24-0-0 Plate Offsets(X,Y): [2:0-6-4,0-0-0],[3:0-2-8,0-2-0],[4:0-4-1110-0-12],[6:0-3-0,0-1-12],[8:0-4-11,0-0-12],[9:0-2-8,0-2-0],[10:0-6-4,0-0-0],[13:0-5-12,0-1-12],[14:0-5-12 12-3-8 2.11-15 -10-5 I ,0-1-12] LOADING (psf) SPACING 2-0-0 CSI TCLL 25.0 Plates Increase 1.15DEFL in 13-14 I/8fl 2400 PLATES GRIP TCDL 7.0TC 0.88 Vert(LL)T -0.581 >488 MT20 Lumberlncrease 1.15 BC 0.69 Vert(TL) -1.05 13-14 >269 180 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(TL)10.0 Code IRC2009/TPI2007 0.02 10 0 (Matrix) Atttticic -0.29 13-14 500 360 Weight:169 Ib FT=0°h LUMBER TOP CHORD 2 x 4 DF No.1&Btr G"Except" BRACING 3-6,6-9:2 X 6 DF SS G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2 X 8 DF SS G BOT CHORD Rigid ceiling directly applied or 9-2-5 oc bracing. WEBS 2 x 4 DF Std G JOINTS 1 Brace at Jt(s):16 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2 X 6 DF No.2,Right 2 X 6 DF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1682/0-5-8 (min.0-1-13),10=1682/0-5-8 (min.0-1-13) Max Horz 2=-321(LC 3) Max Uplift 2=99(LC 5),10=-99(LC 6) FORCES (Ib)-Max.Comp,/Max,Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2240/53,3-4=-2069/67,4-5=1265/154,5-6=35/664,6-7=-35/664,7-8=1265/154, 8-9=2069/67,9-10=2240/53 BOT CHORD 2-15=-78/1515.14-15=78/1515,13-14=0/1268,12-13=0/1515,10-12=0/1515 WEBS 5-16=-21761187,7-16=-2176/187,4-14=0/1120,8-13=0/1120,3-14=-380/156, 9-13=-380/156 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,` Q.E� I� � �L• C, 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 ,. �! g /a will fit between the bottom chord and arty other members. GIN` s 5)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-16,7-16 7� 6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.13-14 + O P E pt'• 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/IPI 1. 111P, Ili 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. " 10)Attic room checked for L/360 deflection. 9 OPtEG• nQM LOAD CASE(S) Standard 0/5,0°-4 f�Y s OSOO‘‘I Digital Signature I EXPIRATION DATE; 12-31-12 J January 31,2012 a WARM*-Verify dee/en parameters and READ NOTES ON THIS AND INCLUDED ARITES REFERENCE RAGE MII-7470 BEFORE USE. 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-riot truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilihy of the rill 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,USB-89 and SCSI Building �G�te* Safety information available from Truss Plate Institute.781 N.Lee Street.Suite 312 Alexandria,VA 22314, Component Citrus Heights, If Southern Pile;SP or 5PpI lumber is.specified.Me Pesten values are those effective 40(:1 2512 toy'ALSC or 0R1pg ed by SPt6- 7777 GreA.95610 0uite 109 Truss Truss Type Qty Ply Timbendge Development Job R34101927 OT-07206 E3A FINK 1 1 Job Reference(optional) 7.250 s May 11 2011 Weir Industries,Inc.Tue Jan 31 15:15:06 2012 Page 1 PRECISION TRUSS&LUMBER,INC.,CLACICAMAS,OR.97015,r ID:UWPuU3XD55?OunTglErmDUzgUw7-Uf1Ukiwu4BZgk56YNgfRjvyCK2CNHsG7LU9EkTzpmk3 11-9-2 12 Q-O 18-0-0 119-0-960 0 I 5-9-2 0- '14 6-0-0 T-0-0 Scale=1:70.1 9x10 Mf, 18SHS I I 0 10.00 12 / III ,� ii �` 8x8= ;//////<:///// / / �\ \`N\� 5x5 O /I \y N i \ // / � 5 0 �� t \ ,I - 10 9 118 12 7 6 8510 M18SHS 6x7 II 5x14 II 4512 II 5x16 13512 M18SHS II 1 2-1-15 -0.9 6-0-0 1 9-0-0 1 12-0-0 I 18-0-0 I 2-1-15 0-10-1 3-0-0 3-0-0 3-0-0 6-0-0 Plate Offsets(X,Y): [1:0-4-4,0-3-01,[2:0-2-4,0-3-81,[3:0-0-8,0-1-121,[4:0-2-8.0-2-121[6:0-8-4,0-1-81[7:0-8-0,0-2-41,[8:0-7-8,0-2-01,[9:0-8-4,0-1-81,[10:0-3-8.0-2-121 " LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.82 Vert(LL) -0.14 6-7 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.70 Vert(TL) -0.33 6-7 >635 180 M18SHS 220/195 BCLL 00 ' Rep Stress Ina NO WB 0.99 Horz(TL) 0.05 4 n/a n/a• Weight:194 lb FT=0%, BCDL 10.0 Code IRC2009/TP12007 (Matrix) LUMBER BRACING TOP CHORD 2 X 6 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins. BOT CHORD 2 X 10 OF SS G except end verticals. WEBS 2 x 4 DF No.1&Btr G*Except* GOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-7,2-8:2 x 4 DF Std G,1-10:2 X 6 DF No.2 G WEBS 1 Row at midpt 2-9,2-7,3-7,1-10 MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (ib/size) 4=6095/0-5-8 (req.0-6-8),10=7963/0-5-8 (min.0-3-2) Max Horz 10=-423(LC 3) Max Uplift 4=-1107(LC 6),10=-1417(LC 6) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=3327/707,2-3=6211/1217,344-8335/1471,1-10=7013/1272 BOT CHORD 9-10=-227/368,9-11=449/3090,8-11=-449/3090,8-12=-449/3090,7-12=-449/3090, • 6-7=1004/6050,4-6=1003/6047 WEBS 2-9=-22291381,2-7=1113/5707,3-7=-2784/676,3-6=-621/3696,1-9=-885/5347, 2-8=-391/2239 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft:Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and �� Q R QFC right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)All plates are MT20 plates unless otherwise indicated. �` f• GI N E`.c3'4© 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 ail areas where a rectangle 3-6-0 tall by 2-0-0 wide ,N p 'T, will fit between the bottom chord and any other members,with BCDL=10.Opal. `t 036411 P E 1' 6)A plate rating reduction of 20%has been applied for the green lumber members. • 7)WARNING:Required bearing size at joint(s)4 greater than input bearing size. a 8)Bearing at joint(s)10 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify It .capacity of bearing surface. . 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and vim^ ORE �� referenced standard ANSUTPI 1. C? 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. C • �A.. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3220 lb down and 590 lb up at 18-0-0 on bottom chord. The design/selection of such connection device(s)is the,responsibility of others. 0 s O oN 12)Attic room checked for 0360 deflection. ure gnat • 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Digital Si ( EXPIRATION DATE:nat r2 31 12 LOAD CASE(S) Standard January 31,2012 • 4aV Y corn WARWMNG-Vest V design parameters ono READ NOTES ON 71416 AND INCLUDDED PPETBKREFBRENCE PACrE NII-7470 BEFORE USE. �• Design valid for use only with MITek connectors.This design is bused only upon parameters shown,and is for an Individual building component. rrri '" Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown In is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibilllty of the fi vr'r - erector,Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding BIV J Greenback Lana,Suite 109 fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/T191 Quality Criteria,005.89 and SCSI Building Component Citrus reenba,k L na Su Safety Information available from Truss Male Institute.781 N.Lee Street,Suite 312,Alexandrio,VA 22314. 1f Southern Pine iSP or SRp)lumber is specified.the design values ore Those effective 0603'2012 by ALSO or proposed by SP1B. • Job Truss Truss Type Sty Ply Thnheridge Development OT-07206 E3A FINK • R34101927 1 1 PRECISION TRUSS 8 LUMBER,INC..CLACKAMAS,OR.97015,r Job Reference(optional) 7.250 s May 11 2011 MiTek Industnes,Inc.Tue Jan 31 15:15:06 2012 Pe 2 ID:UWPu5 3XD55?0unTglErmDUzgUw7-UflUkiwu4BZgk56YNgfRjvyCK2CNHsG7LU9EkTzpmk3 LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:10-11=-800(F=-780),11-12=-840(F=-780),6-12=800(F=780),4-6=-20,1-2=64,2-5=64 Concentrated Loads(Ib) Vert:6=-3220(F) a WARNING-V er(f`G design Parameters and READ NOTES ON MIS AND INCLUDED A37TEI REFERENCE PAGE kW-747G BEFORE USE. « $ 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 v erector.is tar lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responslbillity of the designer.For general guidance regarding �� g,, fabrication.quality control,storage.delivery,erection and bracing,consult anent bracing of the overall structure 6 the responsibility Quality Criteria,DSS-89 and SCSI Building Component Milek' Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312 Alexgnddo,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights.CA,95610 rSouthern Pine ESP'ar Spp)Welber is specified.ire design veiLes are than effective 06.14;21312 Cm ALS::a,'mooned by EPIC. Job Truss Truss Type Qty Ply Timberidge Development R34101928 OT-07206 E4 ATTIC 10 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC..CLACKAMAS,OR.97015,r 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:07 2012 Page I ID:U W PuU3XD55?OunTglErmDUzgUw7-yrbsy2xWrVhXMFhIwYAgG7VLeRYhOQdGaBvnGvzpmk2 2-10-5 5-10-4 9-11-12 2-0-4-0 14-0-4 2-0-4 18-1-124-1-8 2-11-15 2.0-5 1-0-0 2-10-5 2-11-15 4-1-8 Scale=1:65.5 5x6= 5 3x4= 3x4 = f/ 6 4 /, a- \ �rJt��L //' 15 2x4 II X. 3x8 II / 3x5 II 3 // 7 5x5 //./ � 5x5 0.00 12 / 2 � 8 1/:// 7/./ NN.NNN 9 4010 II 14 13 12 11 4510 II 6x8 = 4x8 II 4x8 6x8 = 2-10-5 5-10-4 18-1-12 21-1-11 24-0- 2-105 2-11-15 12-3-8 2-11-15 2-10-5 Plate Offsets(X.Y): [1:0-6-4,0-0-01,[2:0-2-8,0-2-01,(3:0-4-11,0-0-121,(5:0-3-0.0-1-121,_[7:0-0-7,Edge1,[8:0-2-8.0-2-01,[9:0-6 4,0-0-0] [12:0-6-0.0-1-12L[13:0-5-12,0-1-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.91 Vert(LL) -0.59 12-13 >480 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.69 • Vert(TL) -1.08 12-13 >264 180 BCLL 0.0 * Rep Stress Incr YES WB 0.53 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Attic -0.30 12-13 495 360 Weight:166 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G"Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 2-5,5-8:2 X 6 DF SS G BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing. BOT CHORD 2 X 8 DF SS G JOINTS 1 Brace at Jt(s):15 WEBS 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2 x 4 DF Std,Right 2 X 6 OF No.2 Installation guide. REACTIONS (lb/size) 1=1604/Mechanical,9=1695/0-5-8 (min.0-1-13) Max Horz 1=-329(LC 3) Max Uplift 1=-41(LC 5),9=-99(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2e-2291/57,2-3=2112/69,3-4=-1279/154,4-5=38/682,5-6=35/673,6-7=1284/157, 7-8=-2098/71,8-9=-2269/57 BOT CHORD 1-14=7311600,13-14=-73/1600,12-13=0/1288,11-12=0/1535,9-11=0/1535 WEBS 4-15=-2219/193,6-15=2219/193,3-13=0/1148,7-12=0/1136,2-13=-458/166, 8-12=-380/156 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0. Q P R Dick. 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 •<e,.." I ESR $'�� will fit between the bottom chord and any other members. + E 5)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-15.6-15 9 6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.12-13 8364w F 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. f,+ 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. OREG 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. F • • 11)Attic room checked for L/360 deflection. �yO�lA•• Qt1� LOAD CASE(S) Standard Q SQl7� Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 e • WARN/NG-Vert&jdesirpnparoenetee+rsdna READ NOTES ONTHIS AND INCLUDED AMTEEREFERENCE PAGE ME.'7473 BEFORE USE. Design valid for use only with MOek connectors.This design is based.only upon parameters shown,and is for an individual building component "t"r- - • Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek'g� is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the IY1�B 'IC" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IV I Si fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria;003.89 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 or SPpf lumber is.snecifted,the design values are those effective i}S illf2012 by ALSC or proposed by 5118.. Job Truss Truss Type Oty Ply Timberitlge Development 107-07206 E5 ATTIC 1 1 - R34101929 PRECISION TRUSS&LUMBER,INC..CLACKAMAS,OR.97015,r Job Reference(optional) 7.250 s May 11 2011 M7ek Industries.Inc.Tue Jan 31 15:15:09 2012 Page 1 ID:UWPuU3XD5570 nnDUzg1-1-11jdNk24-0-0 bZg72zC6LYakkFENUMOZ2S0uKozpmk0 1 2-10-5 1 5-10-4 1 9-11-12 112-0-0 1140-0 I 18-1-12 21-1-11 24-0-0 215-a 2-10-5 2-11-15 4-1-8 2-04 2-0-4 4-1-8 2-11-15 2-10-5 1-0-09 5x5= Scale=1:69.0 5 2x3 = / \ \ 2x3 = �� 15 \\ �// 2x4 II 2x3 I3 ,,,,,,,,./,,,://7 i / \ 2x3 II 3� / • 7 5x5 G ,�/ 5�\\ 1 .00 I 2 7 \7/7 \\ 5x5 \\ i 4510 II 14 6010 M18SHS 13 12 11 4x10 II 4x5 = 4x5= 6x10 M18SHS= 1 2-10-5 2-10-5 1 5.10-4 6-q 18-1-12 2 12-1-12 1 21-1-11 1 24-0-0 Plate Offsets(X.Y): (1:0-6-0,0-0-0],12:0-2-8,0-2-0],15:0-2-8,0-2-12],2-11-15 8:0-2-8,0-2-0],19:0-6-0,0-0-0] 2-11-15 2-10 5 1 LOADING (psf) SPACING 2-0-0 CSI DEFL GRIP TCLL 25.0 Plates Increase 1.15 TC 0.74 Vert(LL) -0.47 12-13 >455 240 MT20ES 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.68 Vert(TL) -0.84 12-13 >256 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(TL) 0.02 9 n/a n/a M185HS 220/195 BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Attic -0.30 12-13 493 360 Weight:167 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins. 2-5,5-8:2 X 6 DF SS G BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. BOT CHORD 2 X 8 DF SS G JOINTS 1 Brace at Jt(s):15 WEBS 2 x 4 DF Std G WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2 X 6 DF No.2,Right 2 X 6 DF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=789/0-5-8 (min.0-1-8),13=1068/0-5-8 (min.0-1-8),9=1429/0-5-8 (min.0-1-8) Max Horz 1=-329(LC 3) Max Uplift 1=-77(LC 3),13=143(LC 4),9=-117(LC 6) Max Gray 1=789(LC 1),13=1165(LC 8),9=1429(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1423/145,2-3=-1284/161,3-4=1013/172,4-5=-10/299,5-6=-90/478, 6-7=-916/128,7-8=-1512/21,8-9-1672/15 BOT CHORD 1-14=3/923,13-14=-3/923,12-13=0/877,11-12=0/1143,9-11=0/1143 WEBS 4-15=-1366/245,6-15=1366/245,3-13=-162/518,7-12=0/764,8-12=-399/154 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 3)All plates are MT20 plates unless otherwise indicated. �0 P R�F 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. X2 Fs 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 \� I. G]N�� s/� will fit between the bottom chord and any other members. /� 6)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-15,6-15 Xy, 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.12-13 / X64�F' 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and amil referenced standard ANSI/TPI 1. f� 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Attic room checked for L/360 deflection. OF�EGO�. 0. !If Cs CASE(S) Standard G��tY ..2- LOAD 2 C) SOVA Digital Signature EXPIRATION DATE: 12-31-12 1 January 31,2012 A,WARNING-Vee4 f?#design parameters and READ NOTES ON THIS AND INCLUDED&2f TEN REFERENCE PAGE REIT-7470 BEFORE USE. • Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and Is for an individual building component. Val 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 responsibpitty of the erector.Additional permanent bracing of the overall structure is the responsibility or the building designer.For general guidance regarding k. fabrication.quality control,storage,delivery,erection and bracing,Consult ANSI/7811 Quality Criteria,DSB-B9 and SCSI Building Component 9O� Safety information available IronsTruss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights.CA,95610 If-Southern pine!SP1 or SP st lumber's specified,.the design sallies are-those eftecth'ef16411"2012 by ASIC or proposed by SPIE. Job Truss Truss Type Qty Ply Timbendge Development R34101930 OT-07206 EB ATTIC 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:11 2012 Page 1 ID:UWPuU3X055?OunTglErmDUzgUw7-rdrNoQ_1 vjBzrt_W90EcQzf4E3wpyFvsVlt_Pgzpmk_ -11-0-C1 2-10-5 5-10-4 9-11-12 12-0-0 14.04 18-1-12 21-1-11 24-0-0 -O-q -0-0 2-10-5 2.11-15 4-1.8 2-0-4 2-0-1 4-1-5 2-11-15 2-10-5 -0.0 Scale=1:69.0 5x5= 6 2x3 = /�� 2x3 = 16 \\2x4 I I \ 2x3 I I /Z� �\ 273 I I 8 5x5�i �� 5x5 1000 I \ 9 3 / // / N 10 '2� �+ + I i 4x10 II 15 144 13 12 4x10 II 6x10 M18SHS= 455= 4x5= 6x10 M18SHS= I 2-10-5 I 5-10-4 6�-S 18-1-12 21-1-11 24-0-0 2-10.5 2-11-15 0.1-12 12-1-12 2-11-15 2-10-5 Plate Offsets(X.Y): (2:0-6-0.0-0-01,[3:0-2-8.0-2-01,[6:0-2-8,0-2-121,[9:0-2-8.0-2-01,[10:0-6-0.0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (tor) 1/deft Ud PLATES GRIP TCLL 25,0 Plates Increase 1.15 TC 0.74 Vert(LL) -0.47 13-14 >456 240 MT20 2201195 TCDL 7.0 Lumber Increase 1.15 BC 0.68 Vert(TL) -0.84 13-14 >256 180 M18SHS 220/195 BCLL 0.0 " Rep Stress Incr YES WB 0.39 Horz(TL) 0.02 10 n/a n/a • BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Attic -0.30 13-14 494 360 Weight:169 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 OF No.1&Btr G"Except` TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins. 3-6.6-9:2 X 6 DF SS G BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. BOT CHORD 2 X 8 OF SS G JOINTS 1 Brace at Jt(s):16 WEBS 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2 X 6 DF No.2,Right 2 X 6 DF No.2 Installation guide. REACTIONS (lb/size) 2=874/0-5-8 (min.0-1-8),14=1062/0-5-8 (min.0-1-8),10=1428/0-5-8 (min.0-1-8) Max Horz 2=-321(LC 3) Max Uplift 2-97(LC 3),14-142(LC 4),10=-117(LC 6) Max Gray 2=874(LC 1),14=1159(LC 8),10=1428(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3-1414/146,3-4-1264/161,4-5=-1013/172,5-6=9/298,6-7e-90/477,7-8-915/128, 8-9-1511/21,9-10e-1671/14 BOT CHORD 2-15=0/899,14-15=0/899,13-14=0/876,12-13=0/1142.10-12=0/1142 WEBS 5-16=-1365/245,7-16-1365/245,4-14=-162/508,8-13=0/764,9-13=399/154 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;he25ft;Cat.II;Exp C:enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)All plates are MT20 plates unless otherwise indicated. �G� D PR Q/ . 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. co\ GIN - sr� 5)'This truss has been designed for a live load of 20.0paf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ' will fit between the bottom chord and any other members. 9 6)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-16,7-16 836), P E t✓ 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.13-14 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. OREG! 11)Attic room checked for U360 deflection. C, /6;4(�Y LOAD CASE(S) Standard +�O SOON Digital Signature EXPIRATION DATE:12-31-12 1 January 31,2012 • A WARNING.Verijij dosage parameters and READ NOTES ON THIS AND INCLUDED MITE KREFERENCE PAGE AEI-7473 BEFORE USE. 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' '�ep,.'. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IV8 7C fabrication.quality control.storage,delivery,erection and bracing,consult ANSI/M1 Quality Criteria.038.89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Sfety Information f�Southern Pine ISF orable from Truss SPp)lumber issgeci Plate institute. fteci, Citrus Heights,CA,95610 the design'ielU s are fh se effec tine M112012012 by ALSC or rropased by SPIEL Job Truss Truss Type 1 laty Ply Timberidge Development 'OT-07206 E7 • QUEENPOST 834101931 PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015,r - Job Reference(optional) 7.250 s May 11 2011 MITek Industries,Inc.Tue Jan 31 15:15:12 2012 Page 1 ID:U WPuU3XD55?OunTglErmDUzgUw7-Jp01?m?fg1 KgSOZij5mrzACGhSEChan?kPcYwBzpmjz 1 6-0-0 1 11-10-5 12-[[-0 18-0-0 6-0-0 5-10-5 0-11- 1 6-0-0 a 5x5 = Scale=1:65.5 2 10.00 12 \ • 7 ..\\ 4x5= //i \ \\, 1 / '� 4x5 O \\ 3 II// .\\ �\ \\\ \ NN\'\� ///://////////// \..\\ i' IR El 7 6 5 5x8 \\ 3x8 M18SHS II 10310 = 3x10 M18SHS II 1 6-0-0 1 12-0-0 1 16-0-0 6-0-0 Plate Offsets(X,Y): [1:0-2-12,0-1-0],[2:0-2-8,0-2-0],[3:0-0-12,0-1-12],[4:Edpe,0-1-12],[5:0-6-8.0-1-8],[6:0-5-0,0-6-8] 6-0-0 1 LOADING.(psf) SPACING 2-0-0 CSI DEFL TCLL 25.0 Plates Increase 1.15 TC 0.70 Vert(LL) -0,09 (1oc5-6 >999 240 MT20 220/195 PLATES GRIP TCDL 7.0 Lumber Increase 1.15 BC 0.73 Vert(TL) -0.22 5-6 >950 180 - M18SHS 220/195 BCLL 0.0 " Rep Stress lncr NO WB 0.92 Horz(TL) 0.03 4 n/a n/a BCDL 10.0 Code IRC2009/Tpt2007 (Matrix) Weight:306 lb FT=0% LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins, BOT CHORD 2 X 8 DF SS G WEBS 2 x 4 DF No.1&Btr G"Except' except end verticals. 3-6,1-7:2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE WEBS 1 Row at midpt 1-7 Right:2 X 6 DF No.2 REACTIONS (lb/size) 7=7932/0-5-8 (min.0-4-4),4=6015/0-5-8 (min.0-3-3) Max Horz 7=-415(LC 3) Max Uplift 7=-1426(LC 6),4=-1052(LC 6) 4 FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4480/910,2-3=-4464/905,3-4=-8722/1544,1-7=-6095/1135 BOT CHORD 6-7=237/363,5-6=-1059/6288,4-5=-1059/6284 WEBS 2-6=100615244,3-6=-3946/874,1-6=765/4571,3-5=-888/5333 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc,2 x 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 8-2 rows at 0-2-0 oc. Webs connected as follows:2 x 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. -0`�D PR OFF-, 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Dpsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and \� t Gi NE' S-Ci right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 -7 1- 5)All plates are MT20 plates unless otherwise indicated. I 4J 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8364,4P E 1- 17' 5) 7)*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 0 if will fit between the bottom chord and any other members. ( 8)A plate rating reduction of 20%has been applied for the green lumber members. h 9)This truss is designed in accordance with the 2009 International Residential Code sections 8502.11.1 and R802.10.2 and • referenced standard ANSI/TPI 1. GREG© _�i • 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. L `'q1'Y ` �` 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3220 lb down and 590 lb up at 00 v 18-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. S'.)C}' 12)Attic room checked for L/360 deflection. Digital Signature LOAD CASE(S) Standard ( EXPIRATION DATE: 12-31-12 ) January 31,2012 A WMfNING-Ver45/y desr-gr1 parameter.a and READ NOTES OM THIS AND INCLUDED&IfT E7:REFERENCE PAGE A7I7-T473 BEFORE USE, a Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component, to Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Ma - is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responslbilltty of the erector.Additional permanent bracing of the overall structure is The responsibility of the building designer,For general guidance regarding II1iek' fabrication.quality control,storage,delivery erection and bracing,consult ANSI/WPi1 Quality Criteria.OSB-89 and BCS!Building Component Sate*Information available iron Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. 7777 Oreghts Lane,Suite 109 If Southern.pint ISP or 55rpt kumben i9.an£-C;fiid.the ddsrrtn-vatuon are those c`Cestkf-^.555i(,'2012 fly ALSO or prcooaett by SM . Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Tkuridge Development R34101931 OT-07206 E7 OUEENPOST 1 2 JobnheReference(optional)pm PRECISION TRUSS&LUMBER,INC..CLACKAMAS,OR.97015,r - 7.250 s May 11 2011 MuTsk Industries,Inc.Tue Jan 31 15:15:12 2012 Page 2 ID:U W PUU3XD55?OunTglErmDUzgU W7-JpOI?m?fg1 KgSOZIj5mr7ACGhSECllan?kPCYwezpmjz LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:5-7=800(F=-780),4-5=-20,1-2=-64,2-4=64 Concentrated Loads(Ib) Vert 5=-3220(F) • • • • • • • • • • • • WARNING--Verb design parameters and READ NOTES ON THIS.AND INCLUDED.tYRTEKREFERENCE PAGE A2II.7473 BEFORE 1IBE. Design valid for use only with M0ek connectors.This design Is based only upon parameters shown,and is for an individual building component. �• a 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 Mi Tek'Additional permanent bracing of the overall structure is the responsibility of the budVii�p�*ding designer.For general guidance regarding 1 k fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria.DSB49 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 I SP or SPp)Pamberts specified,the design values are those effective b&EIt2St2 ny AL SC or proposed by SPIE. ' Job Truss Truss Type Qty Ply Timberidge Development OT-07206 E21 CAL HIP 1 1 834101932 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR 97016 r Job Reference(optional) 7.250 s May 11 2011 MiTek Industries.Inc.Tue Jan 31 15:15:13 2012 Page 1 1 0 0 5-7-6ID:UWPuU3XD5570unTglErmDUzgUw7-n7y7C50HRLSh4A8uHoH4VOkWesdr0B09y3M5SZzpm]y 1-1-0-0 1-0-0 I 5-7-6 I 7-10-15 I 12-0-0-3-9 4 16-1-111 I 18-4-10 24-0-0 125.0_0 8 2.3-9 5-7-6 1-0-0 ,,5qq / \r Scale=1:43.1 (N. \.‘\..\ 4x4 S," /% \„ 4x4 O / 3x4 = 4 j h h51 EA EN \ 10.00 12 /; 1 2 \ l \\�, 4x4 ii % -\ // �\\ r' z // \ i� � \ 4x4Q ro 4x4 �i 3�,, \ \ // \\ i' � \ 9 \\ \ \ /I / ,a , \\ \\ // S 4x4 O N ,s\,.,\\. \i ':/ ' \/ 4 . -/ . j„., . N 17 18 14 N3x12 II 13 12 19 20 -v' 3x4= 3x4= 3x12 I I 3x4= I 8-9-11 15-2-5 24-0-0 8-9-11 6-4-10 I 8-9-11 Plate Offsets(X.Y): [2:3-1-7,0-1-121,12:1-7-15,0-1-121,[2:0-7-7.Edge],[4:0-0-15,0-2-0],[7:0-0-15,0-2-01,[10:0-7-7,Edpe],[10:1-7-15,0-1-12],[10:3-1-7.0-1-12] LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.37 Vert(LL) -0.15 2-14 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.51 Vert(TL) -0.40 2-14 >715 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(TL) 0.04 10 n/a Na BCDL 10.0 Code 1RC2009/TPI2007 (Matrix) Weight:136 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except WEBS 2 x 4 DF Std G 2-0-0 oc purlins(5-8-14 max.):4-7. SLIDER Left 2 X 8 DF No.2-G 3-10-6,Right 2 X 8 DF No.2-G 3-10-6 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 REACTIONS (lb/size) 2=1209/0-5-8 (min.0-1-8),10=1209/0-5-8 (min.0-1-8) Installation guide. Max Horz 2=290(LC 4) Max Uplift 2=-198(LC 4),10=198(LC 3) FORCES (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1374/275,3.4=-1164/301,4-15=-1207/357,6-15=-1207/357,6-16=-1207/358, 7-16=-1207/358,7-9=-1164/301,9-10=-1374/275 BOT CHORD 2-17=-424/934,17-18=-424/934,14-18=-424/934,13-14=-397/1344,12-13=-157/934, 12-19=157/934,19-20=-157/934,10-20=-157/934 WEBS 4-14=-175/588,6-14=-338/286,6-13=-338/286,7-13=-175/588 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft:Cat.Il;Exp C:enclosed:MWFRS(low-iSe; antilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. � � De 7 P R�� 4)This truss has been designed for a 10.0 psi 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 tom G[NEF �� will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)A plate rating reduction of 20%has been applied for the green lumber members. • 83.1♦P S'� 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/I-PI 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. LOAD CASE(S) Standard Fiy�REG♦ °° so°� ° Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 Atd fJIJIN4-Van design ,. �. Verify parameters and.READ NOTES ON THIS AND INCLUDED MITES REEMENCE PAGE MIf-T479 BEFORE usE. �e��'" Design valid for use only with blink connectors.This design is based only upon parameters shown,and is for an individual building component. MI 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 Mile k' fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPIt Quality Criteria,055.89 and SCSI Building Component Safety information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Aiexandrio,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 If Southern Pine SP or SEMI lumber 1S.specified,tit£design values are Mose effective 50,0112012 by ALSO or proposed by SPIE, Job Truss Truss Type Qty Ply Timberidge Development R34101933 OT-07206 522 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC..CLACKAMAS,OR 97015,r - 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:15 2012 Page 1 ID:UW PuU3X055?OunTgl ErmDUzgUw7-j04udn1 XyyiPJUIHODJYbpgr9gJKu6?RQNrCXRzpmjw 11-0-01 5-7-6 I 9-10-15 I 12-0-0 14-1-1 I 18-4-10 24-0-0 25-0-01 1-0-0 5-7-6 4-3-9 2-1-1 2-1-1 4-3-9 5-7-6 1-0-0 1.5x3 I I t0 1.5x3 I I Scale=1:54.7 5 7 11 N.\ 4x4�i / \`�\ 4x4 Q 10.00 12 ,\ f' 3x4= 9a. N. 4 ,. ricer it3 CI ,• \`\ 1.5x3 II /'\\ 1.5x3 I I /i 4x4 % \\ /// \ // .\\\ 13 4x4 Q \4x4/.:- 3 / \�� /� \ \ 4x4\\ 71 �\Y'J / /f/ \ \% 14 412 Zia' / \ / \. \\� o Lil 3x12 I) 19 20 18 17 16 21 22 3x1211 3x4 = 3x4 = 3x4 = I 8-9-11 15-2-5 I 24-0-0 8-9-11 6-4-10 8-9-11 Plate Offsets(X.Y): [2:3-1-7,0-1-121,[2:1-7-15,0-1-121,[2:0-7-7.Edge],[4:0-0-15,0-2-01,[12:0-0-15,0-2-01,[14:0-7-7,Edge),[14:1-7-15,0-1-12],[14:3-1-7,0-1-121 LOADING (psi) SPACING 2-0-0 CSI DEFL in (lac) 1/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.36 Vert(LL) -0.15 2-18 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.51 Vert(TL) -0.40 2-18 >713 180 BCLL 0.0 " Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 14 Na n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:152 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2 x 4 OF No.1&Btr G 2-0-0 oc purtins(5-8-5 max.):4-12. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2 X 8 OF No.2-G 3-10-6,Right 2 X 8 OF No.2-G 3-10-6 JOINTS 1 Brace at Jt(s):6,9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1179/0-5-8 (min.0-1-8),14=1179/0-5-8 (min.0-1-8) Max Horz 2=276(LC 4) Max Uplift 2=-159(LC 5),14=-159(LC 6) FORCES (Ib)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1312/140,3-4=1114/160,4-6=1166/300,6-8=-1166/300,8-9=1166/300, 9-12=1166/300,12-13=1113/160,13-14=1312/140 BOT CHORD 2-19=-231/892,19-20=231/892.18-20=-231/892,17-18=-175/1305,16-17=-34/892, 16-21=-34!892.21-22=34/892,14-22=-34/892 WEBS 4-18=-103/569,8-18=-317/214,8-17=-317/214,12-17=-103/569 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCOL=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=1.33 plate grip DOL=1.33 P o k 3)Provide adequate drainage to prevent water ponding. `�,F` � Opk. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. GINE' r 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 �� r9 d2. will fit between the bottom chord and any other members,with BCDL=10.0psf. -7 6)A plate rating reduction of 20%has been applied for the green lumber members. i A 83• 0 PE r- 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and / referenced standard ANSI/TPI 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. IF / 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. OREGO LOAD CASE(S) Standard Q �7� ` _ O sooty Digital Signature EXPIRATION DATE:12-31-12 January 31,2012 a LVARNIA* Verxftj design parameters and READ NOTES ON TfiIS AND INCLUDED JSTEKREFERENCE PACE MU-7470 BEFORE USE. Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and Is for an individual building component. �• 4 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 6 the responsibility of the MiTek' erector.Additional permanent bracing of the overall structure.is the responsibility of the Wilding designer.For General guidance regarding iVl t 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 If Southern Pine ISP or Spp)lumbar is specified.the design values are those effective tt& 1/2012 by ABC ar proposed by SPIE. ' Job Truss (Truss Type (Qty Ply I Timbendge Development OT-07206 F1 Common Truss 834101934 1 1 PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015,r Job Reference(optional) 7.250 s May 11 2011 MiTek Industries.Inc.Tue Jan 31 151517 2012 Page 1 10-9 ID:UWPuU3XD5570unTglE22-0-0 Uw7-gmCe2T3nUZy6ZoSgWeLOgEvGRT7LM22kthKJbKzpmju 11-0-0 22-0-0 i1-o-D 71-0-o I 3 0-9 • 4x-0 = Scale=1:61.4 10 9 // \\\B\1 6�� • / \\\ 12 10.00 12 7 %/� �� // 13 •// 6//i 14 5//�j8' E5 _\\\ 15 G 4�/ \ 16\5x6/i ,g `B� 5 x6 3/� \.\\17 2j 1s I1 Q / .. „*„„8 e e e 6 e 9 6 e e 6 e - '\\N• \ r5 3x8 II 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x8 I I 3x4 = I 22-0-0 Plate Offsets(KY): (2:Edge,0-0-0),(3:0-2-8,0-2-0),(17:0-2-8,0-2-01,(18:Edge,0-4-0] 22-0-0 I LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.06 Vert(LL) -0.00 19 n/r 120 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.03 Vert(TL) -0.00 19 nil- 90 BCLL 0.0 * Rep Stress lncr YES WB 0.09 Horz(TL) 0.01 18 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 193 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 x 4 DF Std G WEBS 1 Row at midpt 10-28,9-29,11-26 SLIDER Left 2 X 6 DF Not-G 2-2-4,Right 2 X 6 DF No.2-G 2-2-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer - REACTIONS All bearings 22-0-0. Installation guide. (Ib)- Max Horz 2=-304(LC 3) Max Uplift All uplift 100 lb or less at joint(s)29,30,31,32,33,34,26,25,24,23,22,21,18 except 2=-147(LC 3),35=-139(LC 4).20=-117(LC 6) Max Gray All reactions 250 lb or less at joint(s)28,29,30,31,32,33,34,35,26,25,24,23,22,21,20, 18 except 2=256(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-358/192 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x3 MT20 unless otherwise indicated. ter”' PR QF s 5) Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. N�� (�"sht •jL 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 7i 8)'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 •3640 P St',. will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Beveled plate or shim required to provide full beating surface with truss chord at joint(s)2. 11)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. v1 OREGO'moo" LOAD CASE(S) Standard 0- e/4 pY '2- ,• 0 Sooty Digital Signature 1 EXPIRATION DATE: 12-31-12 i January 31,2012 Al WARNING—Verifrt design.parameters and.READ NOTES ON THIS ANDINCLUDED NETEI4 REFERENCE PAGE NII-74 73 BEFORE USE, ry Design valid for use only with Wel:connectors.This design is based only upon parameters shown,and is For an individual building component. psi 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 responslbillity of the erector.Additional permanent bracing of the overall structure a the responsibility of the building designer.For general guidance regarding VH t9 fabrication,quality control.storage,delivery,erection and bracing,consult ANSI/rPI1 Quality Criteria,DSB-e9 and SCSI Building Component Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 ft Southern Pine ISP or SPM lumber is.specified.the tresion values are these effective 1117112 by ALS£or propo••sed.by SPE Citrus Heights,CA,95610 Jab Truss Truss Type Qty Ply Timberidge Development 834101935 OT-07206 F2 FINK 1 _ _ 2 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r 7250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:18 2012 Page 1 ID:UWPuU3XD5570unTglErmOUzgUw7-BzmOGp4OFt4zAy0s4MtFCRSLptEt5Qxu6L3s8mzpmjt. 1 5-8-14 I 11-0-0 I 16-3-2 I 22-0-0 1 5-8-14 5-3-2 5-3-2 5-8-14 5x9 II Scale=1:59.8 3 /4tk\ 10.00 12 7/ // \\ \\\ 2x3 \\ 2x3 // 24 // \\ / � N. \ // / // \\j / \� \ // NN., / \ /7 \ f �1 � 8 9 7 10 6 5x8= 5x8= 4x14 II 6x8= 4x14 II 7-5.1514-6-1 1 22-0-0 1 7-5-15 I 7-0-2 7-5-15 Plate Offsets(X.Y): (3:0-4-4,0-2-8),[6:0-8-4,0-1-121,18:0-8-4,0-1-12) LOADING (psf) SPACING 2-0-0 CSI DEFL in (toc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.11 6-8 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.97 Vert(TL) -0.24 6-8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.43 Horz(TL) 0.05 5 n/a n/ai. Weight:367 lb FT=0% BCDL 10.0 Code IRC2009/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins. BOT CHORD 2 X 10 DF No.1 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G`Except* 3-8,3-6:2 x 4 DF No.1&Btr G REACTIONS (lb/size) 1=9169/0-5-8 (min.0-4-14),5=9169/0-5-8 (min.0-4-14) Max Horz 1=293(LC 3) Max Uplift 1=1603(LC 5),5=1603(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-9846/1733,2-3=-955211805,3-4=9552/1806,4-5=9846/1733 BOT CHORD 1.8=1294/7188,8-9=-812/5099,7-9=-812/5099,7-10=-812/5099,6-10=-812/5099, 5-6=1212/7188 WEBS 2-8=111/461,3-8=-1218/6259,3-6=1218/6259,4-6=-111/461 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc.. Bottom chords connected as follows:2 X 10-2 rows at 0-6-0 oc. Webs connected as follows:2 x 4-1 row at 0-9-0 cc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. DEQ p R Q�Fs 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed:MWFRS(low-rise);cantilever left and N�a)N�� '1 right exposed;end vertical left and right exposed:Lumber DOL=1.33 plate grip DOL=1.33 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 8 -4 P(�E r` will fit between the bottom chord and any other members,with BCDL=10.0psf. iL /` 7)A plate rating reduction of 20%has been applied for the green lumber members. f 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. v a O 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. q4,OREGON�� LOAD CASE(S) Standard C,yO LJ Py, 41117 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 0 QN Uniform Loads(plf) • Vert 1-9=780(F=760),9-10=-820(F=760),5-10=-780(F=760),1-3=-64,3-5=-64 Digital Signature i EXPIRATION DATE:12-31-12 January 31,2012 a WARMING•V er ftj design parameters and READ ROTES ON THIS AND INCLUDED B'IITEEREFERENCE PAGE AIII-7473 BEFORE USSE. Design valid for use only with Mirekconnectors.This design is based only upon parameters shown,and Is for an Individual budding component. �• :. Applicability of design parameters and proper incorporation of component Is responsibility of budding designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction B the responsibilllty of the A A'�e B.' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding !Yi 1'l fabrication.quality control,storage,delivery,erection and bracing.consult ANSI/TP11 Quality Criteria.DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available Irons Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria.VA 22314. Citrus Heights.CA,95610 if Southern trine IS?or WO lumber isspecified the dustup values are those effective iddiit fi2i1I2 try ALSC or proposed by SPIB. ^ Job Truss Truss Type Qty Ply Timberidge Development 07-07206 01 California Truss 1 1 834101936 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r Job Reference(optional) 7250 s.May 11 2011 MITek Industries,Inc Tue Jan 31 15:15:19 2012 Page 1 r5-5-2 ID:UWPuU3XD5570unTglErmDUzgUw7-c9J0T9420BCgo5b2d30U1f PBHiggxD1L7pQgDzpmjs 1 1-00 1 5-5-2 5-,10-115 10-2-0 14-5-1 141.1014 20-4-0 21-4-0 CO-5-1 4-3-1 4-3-1 0-5-1k 5-5-21-D-0 Scale=1:37.0 5x6 ' 4 5x6\\ C 1 IRI 11 17.71 r-7 ,//,///,1‹\ 10.00 ,2 ///z. \,-.\ ,. \\. .\\ 4x4 ,i /// \\\\ \\ 4x4 O n 4x4 i� 3/// \\�\ ..\\\ \•\ 6 //.\ �. ro /. ;�‘ 4x4\\ /�/.//-/' r/ � \ /,//// \Is\ \\ // / v� / \, / \\�\ \7 8 0 DEI \\ I 4- 'Z' 12 10 9 \1 to 6x9 II 13 3x4= 4x6= 6x9 II 5-5-13 I 5-5-13 1 4-8-3 0-2-0 I 14-10-3 I 20-4-0 4-8-3 5-5-13 . Plate Offsets(X,Y): 12:0-6-1,0-1-1],14:0-0-11.0-2-81,15:0-0-11.0-2-8],17:0-6-1,0-1-1] LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.87 Vert(LL) 0.05 10 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.42 Vert(TL) -0.17 2-10 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.17 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 124 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G*Except TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, 4-5:2X6DFSSG except BOT CHORD 2 X 6 DF SS G WEBS 2 x 4 DF SW G 2-0-0 oc purlins(3-11-15 max.):4-5. SLIDER Left 2 X 6 DF No.2-G 3-7-8,Right 2 X 6 DF No.2-G 3-7-8 BOT CHORD Rigid ceiling directly applied or 9-5-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (lb/size) 2=1698/0-5-8 (min.0-1-13),7=1698/0-5-8 (min.0-1-13) Installation guide. Max Horz 2-157(LC 3) Max Uplift 2=-575(LC 5),7=575(LC 6) " FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2034/897,3-4=-1834/918,4-11=-1637/555,5-11-1637/555,5-6-1834/918, 6-7=-2034/897 BOT CHORD 2-12-759/1476,10-12-759/1476,9-10=-664/1476,9-13=-664/1476,7-13=-664/1476 WEBS 4-10=0/428,5-10=0/428 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 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. �'``4 P R Q 4-. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '� will fit between the bottom chord and any other members. 5;_ G{NES �'/O 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and 83.4 OPE �� referenced standard ANSI/TPI 1. I- 8)Girder carries hip end with 5-11-4 end setback. 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)281 lb down and 276 lb up at _�� 14-8-2,and 281 lb down and 276 lb up at 5-7-14 on top chord. The design/selection of such connection device(s)is the "-p ORES*‘' responsibility of others. _ / 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). U,4 R :12- 2 • LOAD CASE(S) Standard �� SOON 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Digital Signature Uniform Loads(plf) Vert:1-4=-64,4-5-127,5-8=-64,2-7=-40(F=-20) EXPIRATION DATE: ;2 31 12 ) January 31,2012 T. WARNHN4-Verth,(design psn avneters and READ'VOTES ON THIS AND INCLUDED NNW;REFERENCE P84E 1911-7475'.BEFORE USE 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 oI building designer-not fries designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsiblllay of the MiTek'ii 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,OSB-B9 and SCSI Building Component Safety Information available from Truss Plate Institute.761 N.Lee Street,Suite 312.Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95810 ft SouthernPine ISP or Pal lumber i^_:spepifi d,the design valuesare those effective.907l1,2012 by ALSL or proposed by SRL Job Truss Truss Type Qty PlyTimbendge Development R34101936 _ • OT-07206 01 California Truss 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r 7.250 s May 11 2011 MiTek Industries.Inc.Tue Jan 31 15:15:19 2012 Page 2 ID:UWPuU3XD55?OunTglErmDUzgUw7-c9JOT9420BCgo5b2d3OUlf PBHiggxD1L?pQgDzpmjs LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:4=281 5=-281 R MEM - A WARNING-Ver rj design parameters and READ NOTES ON THIS AND INCLUDED bJTEIcREFERENCE PAGE NIP-7470 BEFORE USE. Design valid for use only with Mnek 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 a A�T�yakC�' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fYI fabrication.quality control,storage,delivery,erection and bracing,consult ANSIITPI1 Quality Criteria,058-89 and 6CS1 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-ISP or 5Pp}lumber is specified.the design pralues are those elfecttve 6BGlf1i2Df2 En ALSC or proposed by SPIB. • Job Truss Truss Type qty Ply Timberidge Development OT-07206 G2 CALIFORNIA TRUSS 1 1 834101937 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r Job Reference(optional) 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:1520 2012 Page 1 5-5-2 7-10-15 ID:UW12-5-1 55?OunTg-10-14zgUw7-4LtngVSgnUKhQF0-4-0 HsXaThy1ZKFBZ(Yz0fzpmjr 10-2-0 12-5-1 14-10-14 5-5-2 I 2-5-13 2-3-1 2-3-1 bl 5-13 I 2-5-20 5-5-2 4 tN. Scale=1:37.7 / 5x5 2 / \�\. \ 5x5 '`•.`10.00 12 3 IZI ] f, l f�I �\ / 11 ) \ N II n' 4x4 // / // . /i \\‘'`\._.\\\.\\\. \ //// �/ \\ / \ \ 4x4\ 4x4/i 2/ \ /� -�� 2 \\ • m / ^ 4x4 O 4 /// / \ 13 14 10 9 15 16 5x9 II 5x9 II 3x8 II 4x6 = I 5-5-1310-2-0 14-10-3 5-5.13 I 4-8-34-8-3I 20-4-0-8-1 Plate Offsets(X.Y): [1:0-3-12,0-1-9],(3:0-0-12,0-2-8],(5:0-0-12,0-2-8],(8:0-5-9.0-1-9],[10:0-4-12,0-1-8] 5 5 13 I 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) -0.15 8-10 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.80 Vert(TL) -0.40 8-10 >611 180 BCLL 0.0 * Rep Stress Incr NO WB 0.44 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:127 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins,except 3-5:2 X 6 DF No.2 G 2-0-0 oc purlins(3-9-10 max.):3-5. BOT CHORD 2 X 6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G SLIDER Left 2 X 6 DF No.2-G 3-7-8,Right 2 X 6 DF No.2-G 3-7-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (Ib/size) 1=1847/0-5-8 (min.0-2-0),8=1847/0-5-8 (min.0-2-0) Installation guide. Max Horz 1=-290(LC 3) Max Uplift 1=-354(LC 4),8-354(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1932/409,2-3=1729/428,3-11=-2002/445,11-12=2002/445,5-12=-2002/445, 5-7=1729/428,7-8-1932/409 BOT CHORD 1-13-539/1388,13-14=-539/1388,10-14-539/1388,9-10=-314/1388,9-15=-314/1388, 15-16=-314/1388,8-16-314/1388 WEBS 3-10=-234/1001,5-10=-234/1001 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 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. � 'D PR a��S 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '� will fit between the bottom chord and any other members,with BCDL=10.Opsf. NG I N., s/O 6)A plate rating reduction of 20%has been applied for the green lumber members. C7' 7)This truss is designed in accordance with the 2009 International Residential Code sections 8502.11.7 and 8802.10.2 and el • referenced standard ANSI/TPI 1. .s. 0 F �f 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7i dir9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. li 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 •l' OREG•' �. 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 C,ryyt/e',RV 24 iii Uniform Loads(pit) Vert:1-3=-64,3-4=-64,3-11=-14,11-12=-64,5-12=-14,5-6=64,5-8=-64,1-13=-105(F=-85),13-14=-145(F=85), O� SO�� ' 14-15=-105(F-85),15-16=-145(F-85),8-16-105(F=-85) Digital Signature I EXPIRATION DATE: 12-31-12 1 January 31,2012 WARNING-Verr,f designparameters and REAR NOTES ON THIS AND INCLUDED R9 TEF:REFERENCE PAGE ffiI-74T3 BEFORE USE, .y Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. I 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 i fabrication,.quality control,storage,delivery,erection and bracing,consult ANSI/rPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 If-Southern Pine 15P-or SPp#lumber is specified.tale destpn Miles are Most effsctbreMTi20#2 by ALSO or prep/nett by SINE, Job Truss Truss Type Qty Ply Timberidge Development R34101938 _ OT-07206 H1 Common Truss 1 1 Job Reference(optional) PRECISION TRUSS Si LUMBER,INC..CLACKAMAS,OR.97015.r 7.250 s May 11 2011 MiTek industries,Inc.Tue Jan 31 15:15:222012 Page 1 ID:UWPuU3XD55?OunTglErmDUzgUw7-0k?X5A7wJeaPfZKdJBx8NHc7RUgf1JBT1z14HXzpmip 1-11-0-01 7.6-0 15-0-0 I16-0-01 7-6-0 I 7-6-0 1-0-0 Scale=1:46.9 4x4= 8 1.5x3 II 1.5x3 II 1.5x3 II g '9�\ 1.5x3 II 10.00 12 /// \ 10 1.5x3 II :,,,../7//" ��. 1.5x3 II j/ \\ N 11 5 1.5x3 i 4 �� \ 1.5x3 II 12 4//:/./ 5x6,..'1,5x6,f2 �\ 1�///o-/// o 0 0 0 0 0 B 00 \,..2 14 3x8 II 26 25 24 23 22 21 20 19 18 17 16 308 II 1.5x3 111.5x3 II 1.5x3 11 1.553 111.5x3 111.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 15-0-0 I 15-0-0 Plate Offsets(X.Y): 12:Edge,0-0-01,[3:0-2-8,0-2-01,[13:0-2-8,0-2-01,[14:Edge.0-4-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loci I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.04 Vert(LL) -0.00 15 n/r 120 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 Vert(TL) -0.00 15 n/r 90 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 14 n/a n/a Weight:110 lb FT=0% BCDL 10.0 Code IRC2009/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2221_1 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD x 4 DF No.t&BV G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS x 4 DF Std G Mu ck recommends that Stabilizers and required cross bracing SLIDER eft 2 X 6 OF Not:.t 1-1)12:,-4,Right 2X6DF No.2-G1-1 4 beinstalledduringtrusserection,inaccordancewithStabilizerInstallationguide.RCTIONSAll bearings15-0 .(Ib)- axHorz2=214( 3)MaxUpliftAllupli00orlessat joints)14,22,23,24,25,20,19,18,17except2=147(LC3),26=-154C 416=-121(LC3)MaxGrayAllreacons 50 Ib or less at joint(s)2,14,21,22.23,24,25.26,20,19,16,17.16 FORCES (ib)-Max.CompJMax.Ten. All forces 250(Ib)or less except when shown. TOP CHORD 2-3=289/158 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. �F D P R Qfi�c5' 6)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads \� GINE . I N E� �/� 7)'This truss has been designed fora 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. 8)A plate rating reduction of 20%has been applied for the green lumber members. :3640 P f 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. if 11) "Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. lir LOAD CASE(S) Standard 4n OREGON o5 CAjQ r✓q P 2 � o soot Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 • F �� r A WARNING-Ver iji�design parameters and READ NOTES ON THIS AND INCLUDED fiIITEICREFER E PAGE 5911.7473 BEFORE USE. Design valid for use only with Mtiek 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 constniction Is the responslbillity of the MiTek- fabrication, t�9'T.B.` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Greenback Lana,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IP11 Quality Criteria.DS8-89 and SCSI Building Component Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights.CA,95610 If Southern Nue(SP or SPp)lumber issgect°ied.'he design values are those ertecthre46;41.t2212 by ALSC or proposed by SM. ' Job Truss (Truss Type Dty Ply Timberidge Development OT-07206 H2 KINGPOST 1 1 834101939 PRECISION TRUSS&LUMBER,INC..CLACKAMAS,OR.97015,r Job Reference(optional) 7.250 5 May 11 2011 MiTek Industries.Inc.Tue Jan 31 15:15:23 2012 Page 1 ID:UWPuU3XD5570unTgiErmDUzgUw7-UwZvJW8Y4PiGHjvpsvSQvV9ABu5CmlkdGdndp zpmjo 7 1 D-0 -6A 1 0-o I 7-6-0 I 70 116-0-0 i 1-0-0 4x4 = Scale=1:43.4 4 • l PI` � / 10.00 TIT 4x4 /i \ \\\ / \N. 4x4 \\ 3 j \\ 5 4x4 .1 / \ \ // <\ \\ 4x4 s \\ 'N a2ill \ 1�\7J / � .., . IMI 3x10 II 8 IMI 1.5x3 II 3x10 II 7-6-0 I 15-0-0 7-6-0 -0 Plate Offsets(X,Y): [2:0-2-12,0-1-8],[2:2-5-4,0-4-12],[2:4-4-4,0-4-12],16:0-6-11,0-1-8],[6:2-2-12,0-1-12],[6:4-1-11,0-1-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plates increase 1.15 TC 0.55 Vert(LL) -0.05 2-8 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.32 Vert(TL) -0.15 2-8 >999 180 BCLL 0.0 " Rep Stress Incr YES • WB 0.14 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:89 lb FT=0% LUMBER - BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G SLIDER Left 2 X 8 DF No.2-G 4-11-15,Right 2 X 8 DF No.2-G 4-11-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (lb/size) 2=694/0-5-8 (min.0-1-8),6=694/0-5-8 (min.0-1-8) Installation guide. " Max Horz 2=214(LC 4) Max Uplift 2=-119(LC 5),6=-119(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-648/91,3-4=-497/115,4-5=-497/115,5-6=648/91 - BOT CHORD 2-8=27/382,6-8=27/382 WEBS 4-8=0/343 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 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)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and � � Q PRO/-.6s referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. .. N , LOAD CASE(S) Standard i„ 'V_�� sir • ,y GREG. O6- C1,1RY'I2 0SO0 Digital Signature EXPIRATION DATE: 12-31-12 } January 31,2012 AWARNING-Verify design par-cmteteroand R.EBDNOTES ONTHIS AND INCLUDED 110ITE R&FERENeEPAGEMIS-7473EEFOREUSE. Er Design varid 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 desianer-riot truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the responsibsity of the ;t iiip� erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regardingry' WII Oe fabrication.duality control.storage,delivery,erection,and bracing,consult ANSI/TPI1 Quality Criteria,DSB-59 and BCS(Building Component Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria.VA 22314. 7777 Greenback Lane,Suite 109 . Citrus Heights.CA,95610 11 Southern Pine ISP or SPo)lumber is sgecifled.the easier values are those cftcctive el121J12 by ALS':,or orapoeed by SPtB. D,"r. Job Truss Truss Type - Qty Ply Timberidge Development R34101940 OT-07206 H3 COMMON TRUSS 1 t Job Reference(optional) PRECISION TRUSS&LUMBER,INC..CLACKAMAS,OR 97015,r 7.250 s May 11 2011 MITek Industries,Inc.Tue Jan 31 15:15:24 2012 Page 1 ID:UW PuU3XD5570unTglErmDUzgUw7-z77H W sBArjg7ut000czfSiiKW IRQVC_mUHWALQzpmjn 7-6-0 I 15-0-0I16-0-0 7-6-0 7-6-0 1-0-0 Scale=1:43.4 4x4 = 3 tzzin Ns. 10.00 12 j \\.N,� Ni...N. 4x4":2 / \�\., \ 4x4 O 2 / \\4 4x4'i 2 *N\ 4x4 S• 1 / 5 ILI . Nilli '\,, 6 1 lid lea *MI 7 3x10 II 3x10 II 1.5x3 II I 7-6-0 I 15 7-6-0 6-0 Plate Offsets(X.Y): [1:0-2-12,0-1-8],11:2-5-4.0-4-12L[1:4-4-4,0-4-12],[5:0-6-11,0-1-81,15:2-2-12.0-1-121.[5:4-1-11,0-1-12] LOADING (pat) SPACING 2-0-0 CSI DEFL in (toc) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.58 Vert(LL) -0.05 1-7 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.32 Vert(TL) -0.15 1-7 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0,14 Horz(TL) 0.01 5 n/a n/a Weight.87 lb FT=0% BCDL 10.0 Code IRC2009/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2 X 8 DF No.2-G 4-11-15,Right 2 X 8 OF No.2-G 411-15 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1=628/0-5-8 (min.0-1-8),5=696/0-5-8 (min.0-1-8) Max Horz 1=-218(LC 3) Max Uplift 1-70(LC 5),5=-119(LC 6) FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=649/91,2-3=-500/115,3-4=-500/118,4-5=-651/94 BOT CHORD 1-7=-27/384,5-7=-27/384 WEBS 3-7=0/343 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 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. �� P(��FFs 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and \ �83G1 N�� `Sl© referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. OPE c- LOAD CASE(S) Standard itict.,.. / 416( -9^ °REG!' o f�'1 RY 2-2ii ir �Q s o o Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 i. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED bIIT1 K REFERENCE PAGE NUI-7473 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component Mill` Applicability of design parameters and proper incorporation of component Is responsibility of budding designer-riot truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibllIty of the A J1�'6'�i.' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Greenback Lane,Suite 108 fabrication.quality control.storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria.OSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Citrus Heights.CA,95810 If Southern Pine:SP or SPp)lumber is specitled,the design values are those eftectire 001/2612 by ALSO or proposed by SPIEL - Job Truss TrussType• Dry Ply Timberidge Development OT-07206 • 1-14 COMMON 1 _ • R34101941 PRECISION TRUSS LUMBER,INC-,CLACKAMAS,OR.97015,r • - Job Reference(optional) & 7.250 s May 11 2011 Mirrek Industries.Inc,Tue Jan 31 15:15:25 2012 Page 1 ID:UWPuU3XD55?ounTglErmol Uw7-RJhgkC9pcly_WO3C_KVu wEW5ihvEVbwjxGkuszpmjm 7-6-0 15-0-0 •7-6-0 I 7-6-0 I 5x7 I I Scale=1:42.9 2 /// Z/ f\ N ' 1 • 0.00 12 ,,i t N / /. y ,\ N. i �/ \\ vv // \ ti , 17:://, \\ \ V 3 ql u. I!, 3x10 M18SHS II 5 4 357 I/ 3x7 11 3x10 M18SHS II 6 0 0 I 9-0-0. 15-0-0 3-0-0 6-0-0 I Plate Offsets(KY): (1:0-5-0.0-0-8],[2:0-2-4.0-2-8],[3:0-5-D,0-0-8],14:0-4-12.0-1-8],(5:0-4-12.0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.53 Vert(LL) -0.08 1-5 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.69 Vert(TL) -0.20 1-5 >884 180 M18SHS 220/195 BOLL 0.0 * Rep Stress Incr NO WB 0.82 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code IRC2009iTP12007 (Matrix) Weight:193 lb FT=0% LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x4 DF Std G WEDGE Left:2 X 6 DF No.2,Right 2 X 6 DF No.2 - REACTIONS (lb/size) 1=5377/0-5-8 (min.0-2-14),3=3821/0-5-8 (min.0-2-1) Max Horz 1=208(LC 3) Max Uplift 1=-999(LC 5),3=681(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. " TOP CHORD 1-2=-5483/1041,2-3=-5340/1001 BOT CHORD 1-5=-692/3970,4-5=-537/3135,3-4=-651/3844 WEBS 2-5=687/3714.2-4=537/3157 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-3-0 oc. Webs connected as follows:2 x 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. ��Ry� P Fs . 44)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 \Gj INE � cSja 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e ` 7)'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 M 3640P Yf will fit between the bottom chord and any other members. /, 8)A plate rating reduction of 20%has been applied for the green lumber members. / ,/ 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and / IIIreferenced standard ANSI/TPI 1. p OREGON �* 10) Girder carries tie-in span(s):31-0-0 from 0-0-0 to 9-0-0 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss, "/e '-1,1 fi'Y .2. 2 .- 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2600 lb down and 476 lb up at C70 • 9-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. .i a�� LOAD CASE(S) Standard Digital Signature 1)Regular:Lumber Increase=1,15,Plate Increase=1.15 i EXPIRATION DATE: 12-31-12 .January 31,2012 WARNING-Ver ifij design parameters rood.READ NOTES ON THIS AN!)INCLUDED kETEFC REFERENCE PAGE M17-747;BEFORE USE. Design valid for use only with Mitch connectors,This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation or component is responsibility of building designer-riot truss designer.Bracing shown rail 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 n the responsibIity of the building designer.For General guidance regarding M1 9k` fabrication.quality control.storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,OSS-69 and SCSI Building Component Safety Information available horn Truss Plate institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314 7777 Greenback Lane,Suite 109 if Southern Pine 1SP or Po)lumber is.specified.the de skin values are Most effective 0610112012 by AL SC or proposed-by SKS. Citrus Heights,CA,95610 JOTob-07208 - TrH4uss Truss COMMTypeON Qty Ply Timbendge Developmentoptional) R34101941 Job Reference( PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r 7.250 5 May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:25 2012 Page 2 ID:U W PuU3XD55?OunTglErmDUzgUw7-RJhgkC9pct y_WO3C_KVu_wEW5ihvEVbwjxGkuszpmjm LOAD CASES) Standard Uniform Loads(plf) Vert:1-4=-629(F=-609),3-4=-20.1-2=-64,2-3=64 • Concentrated Loads(Ib) Vert:4=-2600(F) • • • • • • vizWARNING Veif)j design parramekers and READ NOTES ON THIS AND INCLUDED IETEKREFERENCE PAGE IdU•7473 BEP ORE USE. 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 or individual web members only.Additional temporary bracing to insure stability dunng construction is the responsibility of the i1 �'S�9..k' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M 1 fabrication,quality control.storage,delivery,erection and bracing,consult ANSI/IP11 Quality Criteria.088.89 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,95810 It Southern Pine ESP or SPp(lumber ls speOJferd,Etre design values are those eftective driiGtt2U1"x by ALSC or proposed by SPIE. Job Truss Truss Type Qty Ply Timberidge Development OT-07206 • H5 Common Truss 1 1 R34107942 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR 97015,r Job Reference(optional) 7.250 s May 11 2011 Mrrek industries,Inc.Tue Jan 31 1515:27 2012 Page 1 ID:UWPuU3XD557Du-0-0 mDUzgUw7-NioQ9u6-0-0 IKCb51XM4LK AVXgiaQDAFlrylzpmjk 1 7-6-0 ) 15.0-o Its-o o _ 7-6-0 1-0-0 • 404 = Scale=1:46,9 8 1.5x3 II �/ ,\ 1.5x3 II 1.5x3 II , 7:7 v 10.00 12 / �`\\, 1.5x3 II 1.5x3 II 6� \‘\,4„\\116‘;:\ � 10 \ 1.5x3 II 1.5x3 I I 5 / �\\7�\11 % 1.5x3 I I N". 12 5x6./j :v� \\\ ,112.5x 5x6 O 3/, \\,,, `13 2 j \ \\ 14 4 � �0 B 8 0 B 9 8 0 0 0 B `_N j I 3x8 II 26 25 24 23 22 21 20 19 18 17 16 3x8 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II I 15-0-0 Plate Offsets(XV): [2:Edge,0-0-0],13:0-2-8,0-2-01,113:0-2-8,0-2-01,114:Edge.0-4-01 15-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.04 Vert(LL) -0.00 15 n/r 120 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 Vert(TL) -0.00 15 nil' 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:110 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. • BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 x 4 DF Std G SLIDER Left 2 X 6 OF Not-G 1-1-4,Right 2 X 6 DF No.2-G 1-1-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS All bearings 15-0-0. Installation guide. (Ib)- Max Horz 2=214(LC 3) Max Uplift All uplift 100 lb or less at joint(s)14,22,23,24,25,20,19,18,17 except 2=147(LC 3), 26=-154(LC 4),16=-121(LC 3) Max Gray All reactions 250 lb or less at joint(s)2,14,21,22,23,24,25,26,20,19,'18,17,16 FORCES (Ib)-Max.Comp./Max.Ten. All forces 250(lb)or less except when shown. TOP CHORD 2-3=-289/158 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �V) P QF�S 7)'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. ��{N�� S/G 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and 83.4 OPE 9� referenced standard ANSI/TPI 1. • IL 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. km r ..4.1' LOAD CASE(S) Standard 111111•-i+' v OREG•�. I Cyy©�',4RY 2 2�, o 800 Digital Signature EXPIRATION DATE: 12-31-12 1 January 31,2012 A*AVING-Derifv dmparametersigaparameters and MID NOTES OHMS AND INCLUDED MITER:REFERER E PAGE IST-7473 BEFORE USE. . PJ 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-riot truss designer.Bracing shownMI i is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibtlay of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Hie k.- fabrication.quality control.storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria.DS8-89 and SCSI Building Component Safety Information available horn Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Southern outhern Pam(SP or Shp)lumber is specified,the design values are those effective 4640112012 by ALSC or oroposed,by SM. Citrus Heights.CA,95810 Job Truss Truss Type aty Ply Timberidge Development 834101943 OT-07206 H6 Common Truss 1 1 Job Reference(optional) • PRECISION TRUSS&LUMBER,INC..CLACKAMAS,OR.97015,r 7.250 s May 11 2011 MITek Industries,Inc.Tue Jan 31 15:15:28 2012 Page 1 ID:UWPuU3XD5570unTglErmOUzgUw7-ruMoMEBhuyLZNUnnfS2bcYs1 xvoNROzMPvUDUBzpmd 1-0-0 7-6-0 15-0-0 116- 0-0 i 11-0-0 1 7-6-0 7-6-0 1-0-0 454= - Scale=1:43.4 /4 pi \ 10.00 1z /7<://- 4x4 4.: / N N 4x4 O 3//,/,2 \NN:\N5 4x4 </ /4 j N 4x4\` N. �' NN NNN 6 2 , N �i- 74 sMai 1018 IMI 3x10 II 3x10 II 1.5x3 II 7-6-015-0-0 7-6-0 1 7-6-0 Plate Offsets(KY): [2:0-6-11,0-1-81,[2:2-2-12.0-1-121,[2:4-1-11,0-1-121,[6:0-6-11.0-1-81,16:2-2-12.0-1-121,[6:4-1-11,0-1-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TOLL 25.0 Plates Increase 1.15 TC 0.55 Vert(LL) -0.05 6-8 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.32 Vert(TL) -0.15 6-8 >999 180 BOLL 0.0 ' Rep Stress Ina YES WB 0.14 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:89 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 OF No.1&Btr G • TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Bir G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2 X 8 DF No.2-G 4-11-15,Right 2 X 8 OF No.2-G 4-11-15 be installed during truss erection,in accordance with Stabilizer Installation Guide. REACTIONS (lb/size) 2=694/0-5-8 (min.0-1-8),6=694/0-4-12 (min.0-1-8) Max Holz 2=214(LC 3) Max Uplift 2=-119(LC 5),6=-119(LC 6) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=648/91,3-4=-4971115,4-5=-497/115,5-6=648/91 BOT CHORD 2-8=-27/382,6-8=27/382 WEBS 4-8=0/343 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 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. P(��F 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and �Q,0e. referenced standard ANSI/TPI 1. ,c GI NEE- `�/0 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. '2' ' LOAD CASE(S) • 3364 OPE v Standard I g. ? GREG• �, O SOON Digital Signature EXPIRATION DATE:12-31-12 January 31,2012 9, 111•1•1111 - a A WARM*.Ve/J1J design parameters curd READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE E27-74 73 BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an individual building component. Mill Applicability of design parameters and proper incorporation at 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 responsiblllity of thetL MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding GVi 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 Rate Institute.781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 I5 Southern Pine I SP or SPpt lumber is specified.the design vetoes are those effective 0641172012 by ALSO or proposed by SPIE. Job •Truss Truss Type Sty Ply Timberidge Development OT-07206 H7 Common Truss 4 834101944 1 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r Job Reference(optional) - - 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:29 2012 Page 1 ID:UWPuU3XD5570unTglErmDUzq Uw7-J4wAZaCJWTP?eMzDAZOmPBFJBbATDVeZEx1 dzpmji 1 I I 7-6-0 I 15-0-0 7-6-0 7-6-0 4x4= Scale=1:43.4 4 %El \ i \\\\ 10.00 12/ /�� \\ 4x4 / /� \\\\ 4x4 Q 0 3�i 5 ti 4x4 `�7�� \N. / �/ �\\\ 404 J \\ \\ / \ \ 6 1% 11 / L 1p IMO EN 3x10 II 7EN 1.5x3 II 3x10 II I 7-6-0 7-6-0 I 15-0-0 Plate Offsets(X.Y): [2:4-1-11,0-1-12),[2:2-2-12,0-1-121,[2:0-6-11,0-1-8],16:0-6-11.0-1-8),[6:2-2-12,0-1-12],[6:4-1-11,0-7-6-0 2] LOADING (psf) SPACING 2-0-0 CSI DEFL in GRIP TCLL 25.0 Plates Increase 1.15 TC 0.58 Vert(LL) -0.05 (be)6-> 999 24240 MT20ES 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.32 Vert(TL) -0.15 6-7 >999 180 BOLL 0.0 " • Rep Stress Incr YES WB 0.14 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 87 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DFStd G SLIDER Left 2 X 8 DF No.2-G 4-11-15,Right 2 X 8 DF No.2-G 4-11-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (lb/size) 6=628/0-5-8 (min.0-1-8),2=696/0-5-8 (min.0-1-8) Installation guide. Max Hors 2=218(LC 4) Max Uplift 6=-70(LC 6),2=119(LC 5) FORCES (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=652/94,3-4=-500/118,4-5=-500/115,5-6=649/91 BOT CHORD 2-7=-31/384,6-7=31/384 WEBS 4-7=0/343 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 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)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and �0;�Q PR 0/.. 6' referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. GI[V� �, c$jO LOAD CASE(S) Standard • 8364wPE c' 0 7 u GREG• 1 Q© SOON Cr' Digital Signature EXPIRATION DATE: 12-31-12 J January 31,2012 WARNING-Ver(f.9 design paramefern and READ NOTES ON THIS AND INCLUDED MITRE REFERENCE FAGE M11-747s BEFORE USE,a 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 � t • is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillIty of the YY erector.Additional permanent bracing of the overall structure is the responsibility of the bulding designer.For general guidance regarding Mask" fabrication quality control,storage,delivery,erection and bracing,consult ,ANSI/TP11 Quality Criteria,056.89 and SCSI Building Component Safely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria.VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights.CA,95610 If Southern Firsts 11SP or Spp)lumber Is specifies,the design values are these effective t16/flV2012 by ALSC or proposed.by SF98.. Job Truss Truss Type , Qty PlyTimberidge Development R34101945 OT-07206 J21 JACK 5 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r 7.250 s May 11 2011 MITek Industries,Inc.Tue Jan 31 15:15:29 2012 Page 1 ID:UWPuU3XD55?OunTglErmDUzgUw7-J4wAZaCJWTP?eMzDAZg9mPH1JOvAVOVeZExldzpmji I -1-0-0 I 1-10-15 1-11I11-4 1-0-0 1-10-15 0-d-5 Scale:3l4"=1' 3 it / / 10.00 12 / j/ j/ 2x4 IIvt /////// / eq2 /,/ i ,//. 111111.5 imaimmu F ilia 1 5 4 2x3 II 1-11-4 1.11.4 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Ildefl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.21 Vert(LL) -0.00 5 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight 9 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins, BOT CHORD 2 x 4 OF No.1&Btr G except end verticals. WEBS 2 x 4 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) 5=171/0-5-8 (min.0-1-8),4=13/0-1-8 (min.0-1-8),3=37/Mechanical Max Horz 5=126(LC 5) Max Uplift 5=-27(LC 5),4-11(LC 5),3=-43(LC 5) Max Gray 5=171(LC 1),4=33(LC 2),3=37(LC 1) FORCES (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 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)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and ?‘..° P R AFF referenced standard ANSI/TPI 1. „— GINE - S/© LOAD CASE(S) Standard n �" 43640P r ' if 7 OREGO•2�, O `ve.•,q RY 2 °o SOON r Digital Signature EXPIRATION DATE: 12-31-12 1 January 31,2012 • 8 ....... , a WARNRP�-9er-{f#J design parameters and READ NOTES ON THIS AND INCLUDED MITER'REFERENCE PAGE R2TI.7473 BEFORE USE. 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 huts 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 A/r•7 9.` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 9111 i 6i fabrication.quality control,storage,detNery,erection and bracing,consult ANSI/TP11 Quality Criteria.D3S-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute,781 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Citrus Heights.CA,95610 If Southern Pine ISP or SPoi lumber is specified,the desl{in values are chose effective 61411251.2 by ALSC or proposed by SF1B. Job Truss Truss Type Qty Ply Timberidge Development OT-07206 J22 Jack-Open Truss 4 1 R34101949 I PRECISION TRUSS 8,LUMBER,INC-,CLACKAMAS,OR,97015,r Job Reference(optional) 7.250 s May 11 011 MiTek " ID:UWPuU3XD5570unTglEr DU gUw72nGUZnvDxOZbG oxAnt43hzyOffXrvxeftDzV24zpmjhs,Inc Tue Jan 31 15:1530 2012 Pal -1-0-0 I 1-11-4 3-10-15 + 1-0-0 1-11-4 1-11-11 3 Scale=1:24.6 en ) a,e i i 10.00 72 �i i 7/ / ' r 2x3 II // i i 2 / / i / J 7- -mmoranNzii 5 4 3x4 Il I 1-11-4 1-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in TOLL 25.0 Plates Increase 1.15 TC 0.41 Vert(LL) -0.00 (loc >999 240 PLATES GRIP 5 TCDL 7.0 Lumber Increase 1.15 BC 0.13MT20 2201195 BCLL 0.0 * Rep Stress lncr YESHorzcr) -0.00 4-5 >999/a n/a BCDL 10.0 Code IRC2009fTPI2007 WB 0.00 Horz(TL) -0.01 3 n/a n/a (Matrix) Weight:12 lb FT=0% LUMBER TOP CHORD 2 x 4 DF No.18 Bir G BRACING BOT CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins, WEBS 2 x 4 DF Std G except end verticals, 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 REACTIONS (lb/size) 5=212/0-5-8 (min,0-1-8),3=98/Mechanical,4=36/Mechanical Installation guide. " Max Horz 5=185(LC 5) Max Uplift 3=-89(LC 5),4=-50(LC 5) Max Gray 5=212(LC 1),3=98(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;100mph;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=1.33 plate grip DOL=1.33 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)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1, LOAD CASE(S) Standard ‘rv‘ c u P R u/ GIN1E� . /0 OPS pr' OOP 7 GREG• . O/iO f''I R\ 12- il o SOON Digital Signature i EXPIRATION DATE: 12-31-12 J * I January 31,2012 ®WARNING-Veri.fit design parameters orad REilI)NOTES ON THIS AND INCLUDED JETEFCRF.PEP.ENCE PAGE AIII-7473 BEFORE USE t. 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 responsibdlity of the MI erector,Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding i1a fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 quality Criteria,DSB-B9 and SCSI Building Component MiTek- . Information available from Tress Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314, Is Southern Pine- Ski or SP'g(lumber i5 specified.t11:dE9ta0 values arc theseY - 7777 Greenback Lane,Suite 109 .. •effective{tCa+{i1r"104.be ALSO or proposed b"SPE, Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Timbendge Development R34101947 OT-07208 J22A Jack-Open Truss 1 1 iii, Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR 97015,r 7250 s May 11 2011 MiTek Induseles,Inc.Tue Jan 31 15:15:30 2012 Page 1 ID:UWPuU3XD55?OunTglErmOUzgUw7-nGUZnvDxOZbGeoxAnt43hzy0wjXgvxef CizVZ4zpmjh 1-11-4 3-10-15 1 - 1-11-4 1-11-11 Scale=1:24.6 2 Zn 10.00 12 /7/ l i / o m / 2x4 II 1 • / d In piti a 4 3 3x4 II I 1-11-4 1 • 1-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.39 Vert(LL) -0.00 3-4 >999 240 MT20 220/195 TCDL 7.0• Lumber Increase 1.15 BC 0.13 Vert(TL) -0.00 3-4 >999 180 BOLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 2 Na n/a Weight 11 lb FT=0% BCDL 10.0 Code IRC2009/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals. WEBS 2 x 4 OF 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=12110-3-8 (min.0-1-8),2=104/Mechanical,3=48/Mechanical Max Horz 4=131(LC 5) Max Uplift 2=-93(LC 5),3=-50(LC 5) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 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)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. cal PROP LOAD CASE(S) Standard 6.29 ri cc, 83;,OPE c' y OREG•k ti• c,:tir./,4, el 0° SOON• s Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 * a WARNING-Verify design parameters and READ NOTES OW THIS AND INCLUDED MIT E1CREF ERENCE PAGE&217.7473 BEFORE USE Design valid for use only with MOek connectors.This design is based only upon parameters shown,and Is for an individual building component. ,,, �• • Applicability at design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shownI�e�{ 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 7777 Greenback Lane,Suite 109 fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandra,VA 22314. - Citrus Heights.CA,95810 If Southern Pine(SP or WO)lumber is specttiect.the design values are those effective 06.4112012 by ALSO or proposed by SPM. ` Job (Truss Truss Type Qty Ply Timbandge Development OT-07206 161 JACK R34101948 5 1 PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015,r Job Reference(Optional) 7.250 s May 11 MiTek Industries,Inc.Tue Jan 31 15:1531 2012 Page • 1 1ID:UWPuU3X055?OunTg4gUw7-FT2x-FEZBt7ExWMKabIEBUaY7tEe0o5t25Wz mJ-1-0-0 0-11-4 I1-0-0 1-10-15 4-0-5 3 Scale=1:16.2 4 / 10.00 12 // / ��, % / `1' 3x4 II // // 7,7N 2 / / 1 /7// i ./ � - I0 6 7 4 a 5 3X4 II I 5-11-4 .5-11-4 I LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.34 TCDL 7.0 Lumber Increase 1.15 BC 0.18 Vert(LL)VeTL) 0.04 4-5 >999 240 M120 220/195 BCLL 0.0 * Rep Stress Incr YESHorz(TL -0.10 4-5 >697/a n/a BCDL 10.0 Code IRC2009/TPI2007 WB 0.00 Horz(TL) 0.02 3 n!a rile (Matrix) Weight:14 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G WEBS 2 x 4 DF Std G except end verticals. 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 REACTIONS (lb/size) 5=190/0-5-8 (min.0-1-8),3=59/0-1-8 (min.0-1-8),4=57/0-1-8 (min.0-1-8) Installation ouide. Max Harz-5=125(LC 5) Max Uplift 5=-43(LC 5),3=-58(LC 5),4=-16(LC 5) Max Gray 5=190(LC 1),3=59(LC 1),4=97(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 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)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 6)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. �E� PRO p ) be ovided 8)Hanger(s)or other connection down and 62 lb up at 4-0-0 on bottoms chord. Ther design/seelection of such cocient to support nnection de ice(s)d (s)the responsibility 23 lb up at 2-0-0: of others. b N )N .-.z. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). s�� LOAD CASE(S) Standard •a/ OP ` 1)Regular.Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) IS Vert:1-2=-64,2-3=64,4-5=-20 Concentrated Loads(lb) Vert 6=7(B)7=16(B) �)F�I=G! .IInC O�Q Cfq Ry O SOON Digital Signature EXPIRATION DATE:12-31-12 January 31,2012 a WiliMINtr-Verify designparameters and READ NOTES ON THIS AND INCLuDEr)JIHTE}idt'RFEREAtCE PAGE 1917-7473 BEFORE USE. t Design void for use only with MOek connectors.This design is based only upon parameters shown,and is for an individual building component. pr Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shownMi 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 at the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Buildin � 'ire Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 Com twnenf nback Lane, k. Citrus Heights, If Southern Pine I SF or SPpt lumber in hpe i,ist.the design values are those eftectiyC tigtltf:2012 by ALSC or proposed by SPSE,. 7777 Gre ght-.CA, 5610ite 109 Job Truss Truss Type Qty Ply Timberidge Development R34101949 OT-07206 J62 JACK 5 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC..CLACKAMAS,OR.97015,r 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:32 2012 Page 1 ID:UWPuU3XD5570unTglErmDUzgUw7-kfcJCbFCyAr s55Yul7XnO11oWB4Nr8yKXScdyzpmjf -1-0-0 3-10-15 5-11-4 I 1.11.4.° -0-0 3-10-15 2-0-5 Scale=1:25.1 3 10.00 12 / r' , / 2x4 II / 2 /// ill 1 7 II: I; ENCI ru MI 2 5 4 3x4 II I 5-11-4 I 5-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.37 • Vert(LL) -0.04 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.21 Vert(TL) -0.12 4-5 >589 180 BCLL 0.0 " Rep Stress Incl YES WB 0.00 Horz(TL) 0.03 3 Na n/a Weight:18 lb FT=0% BCDL 10.0 Code IRC2009/TP12007 (Matrix) LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, BOT CHORD 2 x 4 OF No.1&Btr G except end verticals. WEBS 2 x 4 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) 5=259/0-5-3 (min.0-1-8),3=110/Mechanical,4=55/0-1-3 (min.0-1-3) Max Horz 5=185(LC 5) Max Uplift 5=-13(LC 5),3=-92(LC 5) Max Gray 5=259(LC 1),3=110(LC 1),4=103(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and ti�� , P ri referenced standard ANSI/TPI 1. `�� s c{N E- ,es, LOAD CASE(S) Standard / 9 [[jt 8364•PE r" L , f i '-74.GREG*k- * O. C • Co -xiq \\Q SOON Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 ®WrYR.NING-51 .)J),design parameters and READ NOTES ON TEM AND INCLUDED MITEKREFERENCE RAGE;BG-7470 BEFORE UBE. Design valid for use only with h11Tek connectors.This design Is bused only upon parameters shown,and is for an individual building component. I" ~ Applicability of design parameters and proper incorporation of component is responsibility of building designer-not tans designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of thei1 A�T�.d:' erector.Additional permanent bracing of the overall structure is the responsibility or the budding designer.For general guidance regarding Greenback Lane,Suite 109 fabrication.quality control.storage,delivery,erection and bracing,consult ANSI/711 Quality Criteria.DSB-B9 and SCSI Building Component 7777 9 Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 IF Southern Pine(SP or SPp)dumber 1s.specified,the design values are those effective 46/01/2012 by ALSC or proposed by SPIG. a Job Truss Truss Type Qty Ply Tvnberidge Development OT-07206 J63 JACK 3 1 834101950 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r Job Reference(optional) JI 7.250 s May 11 2011 MRek Industries,Inc.Tue Jan 31 15:15:32 2012 Page 1 ID: UWPuU3XD5570unTglErm 7-kfWCbFCyAr s55Yu17Xn01fUWBmNrayKXScdyzpmjf• lI 5-10-15 -11-4 1-0-0 5-10-15 0.15 3 Scale=1:33.6 % . - • 7 10.00 12 /J///7 N 7•�/// 2X4117 2 / E 4x4 II 4 I 5-11-4 Plate Offsets(X,Y): 12:0-2-0,0-0-12) 5-11-4 LOADING (psf) SPACING 2-0-0 CSI TCLL 25.0 Plates Increase 1.15DEFL i7 (f 4-5 >978fl 2400 PLATES GRIP TCDL 7.0 TC 0.71 Vert(LL)T0.073 4-5 1MT2D 220/195 Lumber Increase 1.15 BC 0.23 Vert(TL) -0.13 4-5 >510 180 BCLL 0.0 " Rep Stress Inc, YES WB 0.00 BCDL 10.0 Code IRC2009/TPI2007 Horz(TL) 0.07 3 n/a n/a (Matrix) Weight 21 lb FT=0% LUMBER TOP CHORD 2 x 4 DF No.1&Btr G BRACING BOT CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, WEBS 2 x 4 DF Std G except end verticals. 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 • REACTIONS (ib/size) 5=321/0-5-8 (min.0-1-8),3=163/Mechanical,4=70/0-1-8 (min.0-1-8) Installation guide. Max Horz 5=244(LC 5) Max Uplift 5=-6(LC 5),3=-138(LC 5) Max Gray 5=321(LC 1),3=163(LC 1),4=108(LC 2) FORCES (lb)-Max.Comp,/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-276/73 NOTES 1)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. ��d P R u/F 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and �� c5` vo referenced standard ANSI/TPI 1. c$ LOAD CASE(S) Standard Ape 8364,PE -57f 1 .0 soon a Digital Signature I EXPIRATION DATE: 12-31-12 J t January 31,2012 A WARNING.-V et*/design pomarnetans and READ NOTES ON MIS AND INCLUDED MITER"REFERENCEPAGEATII-7473 BEFORE USE, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an Individual building component. �e�'", Applicability of design parameters and proper incorporation of component is responsibility of building designs,-not truss designer.Bracing shown 111rs • is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibilliry of the tabdcati Additionallpermanent e tmo age delivery,erection and bracing,consult cing of the overall structure is the responsibilityANSI/rp11 Quality Criteria OSB-89 and SCSI Building Compor.For general guidance nent Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. IA I}_Sotfttner11 Pine ISP or SPp1 lumber i5 specified.the design values are those effective t16."il1r20t2 by ALSO ar proposed by SP15. 7777 Greenback CA,95610ite 109 Citrus Heights, Job Truss Type Qty Ply TimberidgeDevelopment 834101951 OT-07206 J63A JACKTruss 2 1 Job Reference Developm(optional) ~ PRECISION TRUSS&LUMBER,INC..CLACKAMAS.OR 97015,r 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:33 2012 Page 1 ID:UWPuU3XD5570unTglErmDUzgUw7-CrAhPxFgjUzrTFglS7emJcZrOwXy61N5Z8C9APzpmje 5-10-15 5-10-4 5-10-15 0-d-5 • Scale=1:33.6 2 10.00 12 ,/7 / 3x4 IIj 1 =1MINIIMMEMINEIMIIMIMMIMMIMM 1°° Mill I o 43 404 II I 5-11-4 5-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid • PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.70 Vert(LL) 0.07 3-4 >951 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.23 Vert(TL) -0.14 3-4 >498 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.07 2 n/a n/a Weight:20 lb FT=0% BCDL 10.0 Code IRC2009/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals. WEBS 2 x 4 OF 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=240/0-5-8 (min.0-1-8),2=167/Mechanical,3=73/0-1-8 (min.0-1-8) Max Horz 4=190(LC 5) Max Uplift 2=-140(LC 5) Max Gray 4=240(LC 1),2=167(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;100mph;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=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. • 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and ci`F,O Pc,AFF • rreferenced standard ANSI/TPI 1. `zo �, GINE =5"/LOAD CASE(S) Standard - .3640P <' 11111 "gn�OREGON 0 CSARY 2.,..:-o/-e. . • 00 S00N • Digital Signature EXPIRATION DATE:12-31-12 January 31,2012 A WARPING-Vert`ftj design parameters;and READ NOTES ON THIS AND INCLUDED MfITEKREFERENCE PAGE MPI-7470 BEFORE USE. WIWI.Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. WI ' Applicdbtlty of design parameters and proper incorporation of component is responsibitly of building designer-not truss designer.Bracing shown h for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the responsibilityof the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Lane.Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCS]lauding Component 7777a Greenbackea. L ne.Su Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria,VA 22314. IP Southern Pine i SP or SPp)lumber Isspecified.the design values are those effective d&fHf2012 by AL SC or prupesed by SPIE. Job Truss Truss Type Qty Ply Timberinge Development OT-07206 .164 - Jack-Open Truss 3 1 834101952 PRECISION TRUSS..8 LUMBER,INC.,CLACKAMAS,OR.97015,r Job Reference(optional) 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:33 2012 Page 1 ID:UWPuU3XD551DunTglErmDUzgUw7-CrAhPxFgjUzrTFgIVemJcZr wX861N5ZBC9APzpmje 1-1-0-0 5-11-4 7-10-15 I 1-0-0 5-11-4 1-11-11 e 4 Scale=1:42.6 M Io / // 3 10,00 12 7/. / O //� // 2x4 II 2 j/ 6 5 4514 I I 5-11-4 5-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.66 Vert(LL) 0.07 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.22 Vert(TL) -0.13 5-6 >541 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.06 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:25 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals. WEBS 2 x 4 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 REACTIONS All bearings Mechanical except(jt=length)6=0-5-8,3=0-1-8. Installation guide. • (Ib)- Max Horz 6=304(LC 5) Max Uplift All uplift 100 lb or less at joint(s)4 except 3=-321(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5 except 6=293(LC 1),3=365(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and c?�D PR Ope referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 7.4:41\11:1:E:6>°4— referenced )NE�C� s/�,� ..';,rIW SPE 9f C • OREGON '� 0 �E' RYi SOV-Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 WARNING-Verify design panzer-refers and READ IJOTEB ON THIS AND INCLUDED LSlTEIi REPERENCE PAGE NII-7473 BEFORE USE. 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 IVJI ek: fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,001,89 and SCSI Building Component Safety information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. 7777 OreLane,Suite 109 1 Southern Pine ISP or aPpi tumberis specified.the lesion values are these eftective 05411t2012 b:AL5:.or Proposed by SPIE Citrus Heights,cA,95610 Job Truss Truss Type Qty Ply Timbendge Development R34101953 07-07206 J64A Jack-Open Truss 4 1 Job Reference(optional) PRECISION TRUSS Si LUMBER,INC.,CLACKAMAS,OR.97015,r 7.250 s May 11 2011 MITek Industries.Inc.Tue Jan 31 15:15:34 2012 Page 1 ID:U WPuU3XD55?OunTgl ErmDUzgUw7-g2j3dHGSUo5i5PFxOj9?sp60dKt2rldEngxiirzpmid 5-11-4 I 7-10-15 5-11-4 1-11-11 Scale=1:42.6 3 cn T� / m // o 2 / 10.00 12 / / N / / r .7 r / 2x4 111/ g 5 4 3x5 II 5-11-4 I 5-10-14 Plate Offsets(X,Y): [5:0-1-12,0-1-41 " LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udef Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.67 Vert(LL) 0.07 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.24 Vert(TL) -0.13 4-5 >530 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.06 2 Na n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:23 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except(t=length)2=0-1-8. (lb)- Max Hors 4=250(LC 5) Max Uplift All uplift 100 lb or less at joint(s)3 except 2=327(LC 5) Max Gray All reactions 250 lb or less at joint(s)5,3,4 except 2=376(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 4-5=-24/250 NOTES 1)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 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. Gri PR rF 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. � ess 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. c";\.`" GINE.F / 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and \ . O referenced standard ANSI/TPI 1. • 8361 PE �r LOAD CASE(S) Standard v�OEEG.,, ' , ,,.........:--7,1f.,., -� ��PYi2-'�' C °° soot ° . Digital Signature EXPIRATION DATE:12-31-12 January 31,2012 a WARNING-Vent,design parameters and READ NOTES ON TEM AND INCLUDED 837TEKREFERENCE PAGE 11E7-7473 BEFORE USE. 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 responsiblitity of the p/R��peg,,' erector.Additional permanent bracing of the overall structure a the responsibility of the building designer.For general guidance regarding WV 'i� fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSS-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 It Southern Plne ES1?or SPol lumber is specified.the design values are Those effectivelt6/0201.2 by ALSC or proposed by SPIE. ` Job Truss Truss Type Qty Ply Timheridge Development OT-07206 J65 Jack-Open Truss 3 1 R34101954 PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015,r Job Reference(optional) a 7.250 s May 11 2011 MITek Industries.Inc.Tue Jan 31 15:15:34 2012 Page 1 I D:U W PuU3XD5570unTq lErm DUzq Uw7-g2j3d HGS Uo515PFx0j9?sp6?KKsOrldEngxi irzpmjd r1-0-0i 5-11-4 1-0-0 5-11-4 I 3-11-11 I a Scale=1:51.0 m 4 I; /% o 10.00 12 r '/ 't, /4 re O ; O /;, 3x4 II // i 2 6 5 4x4 II 5-11-4 5-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) l/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.75 Vert(LL) 0.08 5-6 >915 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.31 Vert(TL) -0.13 5-6 >539 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.07 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 28 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals. WEBS 2 x 4 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 REACTIONS All bearings Mechanical except(jt=length)6=0-5-8,3=0-1-8. Installation guide. • (Ib)- Max Horz 6=364(LC 5) Max Uplift All uplift 100 lb or less at joint(s)4,5 except 3=-331(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5 except 6=293(LC 1),3=379(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-296/132 NOTES , 1)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 2)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. �n' -' P F1 Opts 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2and < referenced standard ANSI/TPI 1. �\ '= s1• LOAD CASE(S) Standard 83.4 P y� M .rr y OREG s • 03 Q,Y 2 2.` a SOON Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 a WARNING-1Te-ij r design parameters arid READ NOTES ON THIS AND INCLUDED IDTEK REPERENCE PAGE MPF-7473 BEFORE USE< _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 shownMI is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsiblllity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MITE*. fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/1111 Quality Criteria,DSB-89 and BCS!Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. 7777 Greenback Lane.Suite 199 Citrus Heights.CA,95810 if Southern Pine!SP or Sh'p(lumber is specified.the design vales are those effecttve 0"v."fl1'f2012 by ALSO or Or0posett b1`PIE. Job Truss Truss Type Qty PlyTimbendge Development R34101955 OT-07206 J65A Jack-Open Truss 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC..CLACIAMAS,OR.97015,r 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:35 2012 Page 1 ID:U W PW3XD5570unTglErmDUzgUw7-BEHSOH4F5DZjZg7ZagEOlfAykBhaCt000hGEHzpmjc 5-11-4 9-10-15 { 5-11-4 3-11-11 Scale=1:51,0 3 m / Io //`/ 10.00 12 // /;/ 4 / • j q' m 2x4 II �/ / 5 4 4x4 II 5-11-4 5-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.76 Vert(LL) 0.08 4-5 >894 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.34 Vert(TL) -0.13 4-5 >528 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.07 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 27 lb FT=0% • LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except(it-length)2=0-1-8. (Ib)- Max Horz 4=310(LC 5) Max Uplift All uplift 100 lb or less at joint(s)3,4 except 2=-335(LC 5) Max Gray All reactions 250 lb or less at joint(s)5,3,4 except 2=386(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-298/136 BOT CHORD 4-5=-26/310 NOTES 1)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 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. �� P R rs 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. <9, 0 �� exp 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. ej 3(NE - S 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and N 9 y, referenced standard ANSI/TPI 1. 3 64d0P �,t LOAD CASE(S) Standard • NW "-7 OREGOb ,:" � CIA, &,4RY 2 0. OSOON Digital Signature EXPIRATION DATE:12-31-12 January 31,2012 A WARNING-Ver•/J design parameters and READ NOTES ON THIS AND INCLUDED Mf 7 E1CREFERENCE PAGE 4111.74713 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. MOI�• 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 , 8�J', erector..Additional permanent bracing of the overall structure is the responsibility of me building designer,For general guidance regarding i V' Ni 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.78I N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95810 If Southern Pine ESP or SPpb lumber is specIfiied,the design values are those effective ttrv41 0i2 by ALSO or proposed by SF15. ^ Job Truss Truss Type Qty Ply Timberidge Development OT-07206 J66 Jack-Open Truss 1 1 834101956 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015,r 7.250 s May 11 2011 MRek Industries,Inc.Tue Jan 31 1515:36 2012 Page 1 • ID:UWPuU3XD5570unTglErmDUzgUw7-cQrg l zliOPLQKj0J78BTxEBJW8XzJf7XF8Qpmjzpmjb • 1-0-0) 5-11-4 11-10-15 '1-0-0 5-11-4 5-11-11 s Scale=1:60.0 5/; I� /1 10.00 12 4/1/ 3 /� ./Y; 1 a // 354 I7 1 1 a 8 7 4x5 II 5-11-4 5-11-4 Plate Offsets(X,Y): 18:0-2-4,0-0-8) LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/dell L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.83 Vert(LL) 0.08 7-8 >820 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.34 Vert(TL) -0.13 7-8 >541 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.07 6 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight 32 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G • TOP CHORD Structural wood sheathing directly applied or 511-4 oc purlins, BOT CHORD 2 x 4 DF No.t&Btr G except end verticals. WEBS 2 x 4 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 • REACTIONS All bearings 0-1-8 except(jt=length)8=0-5-8,6=Mechanical,7=Mechanical. Installation guide. (Ib)- Max Horz 8=423(LC 5) Max Uplift All uplift 100 lb or less at joint(s)6,7,4 except 3=-353(LC 5),5=-148(LC 5) Max Gray All reactions 250 lb or less at joint(s)6,7,4,5 except 8=293(LC 1),3=375(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-378/132 NOTES 1)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. - ,v,s0 R R(J/ 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. u -,5,L9(5)..0 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and �� f��(N --0' referenced standard ANSI/TPI 1. LOAD CASES) Standard :+.4 OPE. S411 — — .."1/(........11,7 Ali y OREG•r. 06, G—t RY 2'w }C) SOCA`\ Digital Signature EXPIRATION DATE:12-31-12 January 31,2012 A WARiNONG-Ver3 fit design parameters and PI'A O NOTES ON THIS ARO I==CLUISED MITER'REFERENCE PAGE h?[F-7473 BEFORE USE, Design valid for use only with Mnek 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 I is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responslblllliy of the. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IViIiek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPi1 Quality Criteria,0313-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 If Southern Pine(SP or Pei lumber is specified,.the design values are those effective atf.(t:"2012 by AL 5£or praposed'.by ORE. -Citrus Heights.CA,95610 Job Truss Truss Type Qty Ply Timberidge Development R34101957 OT-07206 J66A Jack-Open Truss 3 1 • Job Reference(optional) PRECISION TRUSS&LUMBER,INC..CLACKAMAS,OR.97015,r 7.250 s May 11 2011 MITek Industries,Inc.Tue Jan 31 15:15:36 2012 Page 1 ID:U W PUU3XD557OunTglErmDUzgUw7-cQrglzliOPLOKjOJ78BTXEBKzBXWJf7XF8Qpmjzpmjb 5-11-4 I 11-10-15 5-11-4 5-11-11 Scale=1:60.0 3 m o .10.00 12 i 2 / 2x4 u 7:///7// 4I , 5 4 4x4 II I 5-11-4 I 5-11-4 Plate Offsets(X,Y): [5:0-1-8.0-0-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.80 Vert(LL) 0.08 4-5 >849 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.37 Vert(TL) -0.13 4-5 >536 180 BCLL 0.0 ' Rep Stress Ina: YES WB 0.00 Horz(TL) -0.07 3 Na n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:30 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, BUT CHORD 2 x 4 OF No.1&Btr G except end verticals. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except(jt=length)2=0-1-8. (Ib)- Max Horz 4=369(LC 5) Max Uplift All uplift 100 lb or less at joint(s)4 except 3=-112(LC 5),2=-397(LC 5) Max Gray All reactions 250 lb or less at joint(s)3,4 except 5=262(LC 5),2=459(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-386/145 BOT CHORD 4-5=29/369 NOTES 1)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 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. ��p P �Fst$' 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. •-..c ''C- GIN E� /� 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. �' ?." 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and -p referenced standard ANSI/TPI 1. . •36�-O LOAD CASE(S) Standard /art ill: , Nil / OREGO •N C% °tfgRY 22'4°. ° soot Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 i e a WARNING-Verify design parameters and.READ NOTES OWTSIS AND INCLUDED MITER'REFERENCE PAGE 7411-7473 BEFORE USE. Design valid for use only with Welk 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 budding 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 responsibilllty of the ill g�4�9�fR- erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IVl t fabrication,quality control,storage,delivery-erection and bracing,consult ANSI/711 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,95810 if Southern Pine(SP or Spill lumberlr a1leQJflect.the design values are those effective 06.301?2812 by ALSC er prt:nosed by SPIE. Job Truss Truss Type Qty Ply Timberidge Development OT-07206 J67 Jack-Open Truss 1 1 834101958 PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015,r Job Reference(optional) • 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:37 2012 Page 1 1ID:UWPu3unTglErmDUzgUw7-4dPCFJIKnjTHyszWhriiUSkTvXte26NhUoANJAzpmja -0-9 5-11-0 1 13-10.1510-15 -D-0 5-11-4 I 7-11-11 I 7 Scale=1:68.5 m o s ; 5 /0 / 10.00 12 / ' 4 i i N � rA<t 3 ../////, 4 cii f/ 3x4 I I 11 Gr a 9 8 4x5=- 1 1 5-11-4 5-11-4 ' Plate Offsets(X,Y): (9:0-0-0.0-1-12] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.92 Vert(LL) 0.09 8-9 >740 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.38 Vert(TL) -0.13 8-9 >541 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.08 7 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:35 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals. WEBS 2 x 4 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 REACTIONS All bearings 0-1-8 except(jt=length)9=0-5-8,7=Mechanical,8=Mechanical. Installation guide. (Ib)- Max Horz 9=483(LC 5) Max Uplift All uplift 100 lb or less at joint(s)7,8,4 except 3=-364(LC 5),5e 141(LC 5),6=-103(LC 5) Max Gray All reactions 250 lb or less at joint(s)7,8,4,5,6 except 9=293(LC 1),3=374(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-459/132 NOTES 1)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,6. �c p P R q F 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6. �� ✓- cS�, 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and N - ,I NEE--3s �d referenced standard ANSI/TPI 1. LOAD CASE(S) Standard jt 8354•PE �r' /. -,. 7' � �REG� d* ,00 saga o • Digital Signature 1 EXPIRATION DATE: 12-31-12 January 31,2012 4 Ammo WARNING-VesTjlj design parameters and READ NOTES ON THIS AND INCLUDED IEITEF'REFERENCE F.AGE 99II.74TS BEFORE USE - Design valid for use only with Wel: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-riot truss designer.Bracing shown Lir is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the respomiblllIty of the gg erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding' MeV' fabrication.quality control,storage,delivey,erection and bracing.consult ANSI/IPll Quality Criteria,056.89 and ICS!Building Component Solely information available from Truss Plate institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,c0.95stD If Southern Pine.(SP Cr SPO lumber is specified.the design values are those€ffectiye.Ofi/ti1120.12 by ALS or Drapose5 by SM. Job Truss Truss Type Qty Ply Timberidge Development R34101959 OT-07206 J67A Jack-Open Truss 3 1 • Job Reference(optional) PRECISION TRUSS&LUMBER,INC..CLACKAMAS,OR.97015,r 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:38 2012 Page I ID:UWPuU3XD55?OunTglErmDUzgUw7-YpzaSfJyY0b8a0YiFYDxOfHeNxBlnZdgiSvwrczpmjZ I 5-11-4 13-10-15 5-11-4 7-11-11 Scale=1:68.5 5 r, 4 / lc, /1 10.00 12 3 // ./; rl• 2 cv r// 3x4 II % 1 i 7 6 4x5= I 5-11-4 1 5-11.4 Plate Offsets(X.Y): 17:0-0-0,0-1-81 LOADING (psi) SPACING 2-0-0 CSI DEFL in (lac) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.94 Vert(LL) 0.10 6-7 >717 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.43 Vert(TL) -0.13 6-7 >527 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.09 5 n/a n/a - BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:34 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, BOT CHORD 2 x 4 OF No.1&Btr G except end verticals. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-1-8 except(t=length)7=0-5-8,S=Mechanical,6=Mechanical (Ib)- Max Horz 6=429(LC 5)• Max Uplift All uplift 100 lb or less at joint(s)5,6,3 except 2=-342(LC 5),4=-149(LC 5) Max Gray All reactions 250 lb or less at joint(s)5,6,4,3 except 7=312(LC 5),2=369(LC 1) FORCES (Ib)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-459/134 BOT CHORD 6-7=-31/429 NOTES 1)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 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. ��`� O�Fss 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,4,3. �o GIN Etc > 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,4,3. N '9 .,2. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and , _ - referenced standard ANSUTPI 1. �3640P <- 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. mrd LOAD CASE(S) Standard / -7 OREGON 0 GgFly ,2 ,z:,;,. . .C? Q • O SOON - Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 • a WARMED-Ver(flj design parameters and READ NOTES ON TIES AND INCLUDED BET33KREFERENCE PAGE 1f2rf-7470 SORE USE. 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 responsibilllty of the g{p�T - erector.Additional permanent bracing of the overall structure B IVI the responsibility of the building designer.For general guidance regarding C ek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1PI1 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 Roe 1 SP or Slip)lumber is specified.the design npBlues are chose effeosere iluil11/2012 by ALSO or proposed by SPIE. Job Truss Truss Type Qty Ply Timberidge Development OT-07206 J68A Jack-Open Truss 3 1 R34101960 PRECISION TRUB6 8 LUMBER,INC..CLACKAMAS,OR.97015,r Job Reference(optional) ♦ 7.250 s May 11 2011 MiTek Industries.Inc.Tue Jan 31 15:15:35 2012 Page 1 ID:U WPuU3XD55?OunTglErmDUzgUw7-YpzaSfJyY0b8a0YiFYDxOfHclnelnZdgiSvwrczpmjZ 5-11-4 I 12-0-12 15-4-3 5-11-4 6-1-8 3-3-7 l . 10.00 12 Scale=1:74.9 4441 M 3x6 • i /// 1 /// 4 � a 6 5 4x10 M18SHS II 5-11-4 6-(10 15-4-3 5-11-4 0-0-12 9-4 3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) 1/deft L/d PLATES GRIP TOLL 25.0 Plates Increase 1.15 TC 0.97 Vert(LL) 0.10 5-6 >696 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.45 Vert(TL) -0.13 5-6 >533 180 M18SHS 220/195 BOLL 0.0 " Rep Stress!nor YES WB 0.00 Horz(TL) -0.09 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:36 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals. WEBS 2 x 4 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 REACTIONS All bearings 0-1-8 except(jt=length)6=0-5-8,4=Mechanical,5=Mechanical. Installation guide. (Ib)- Max Holz 5=472(LC 5) Max Uplift All uplift 100 lb or less at joint(s)4,5 except 3=-259(LC 5),2=-390(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5 except 6=360(LC 5),3=331(LC 1),2=435(LC 1) FORCES (Ib)-Max.Comp./Max.Ten,-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-279/0,1-2=-522/142 BOT CHORD 5-6=-33/472 NOTES 1)Wind:ASCE 7-05:100mph;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=1.33 plate grip DOL=1.33 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. 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. - P R OFFS, 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,2. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,2. SCJ GIN Ele? CNFA s/, 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and v referenced standard ANSI/TPI 1. .3640P fir' LOAD CASE(S) Standard / of ,11111 -v OREGOI Q •1RY 2 �'+� O SOOV. Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 a WARNING.Veriftr design parameters and READ NOTES ON THIS AND INCLUDED LIITEE REFERENCE PAGE B0fI-7473 BEFORE USE Design valid for use only with Mllek 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 s 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/Ten Qualify Criteria,038-89 and SCSI Butiding Component Safety Information available from Truss Note Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314, Carus Heights,CA,9561D 7777 Greenback Lane,Suite 109 If_Southern Pte.-lg.,Pte.-lg.,or s-Pp)lumber to 0peciftect,the disstgn values are those effectiveQ6BB1,'26t2 by ALSO or proposed.by EPItz Job Truss Truss Type Qty PlyTimbeddge Development R34101961 OT-07206 J69A Jack-Open Truss 2• 1 Job Reference(optional) PRECISION TRUSS Si LUMBER,INC.,CLACKAMAS,OR.97015,r 7.250 s May 11 2011 MITek Industries,Inc.Tue Jan 31 15:15:39 2012 Page 1 ID:UWPuU3XD55?OunTglErmDUzgUw7-0?Xyg_KbJKI?BA7uoGIAZspyl3LWsWot_xOfrN2zpmjY 17-10-9 1 5-11-4 1.8.0-12 110.0-121 2-0-12174-0-12'18-0-121 17-1?-15 5-114 2-1-8 2-0-0 2-0-0 2-0-0 2-0-0 1-9-13 0-0-8 • Scale=1:87.9 8 M 7�� Io /7� 3x4 i� 6 /11 w 10.00 12 4 f/ o 9 2 �r /' 1 10 9 4x10 M18SHS II 1 5-11-4 13-01.0 5-11-4 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (ioc) Ildefl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.36 Vert(LL) 0.11 9-10 >601 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.46 Vert(TL) -0.13 9-10 >534 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.10 8 rl/a n/a Weight 41 lb FT=0% BCDL 10.0 Code IRC2009/TP12007 (Matrix) LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals. WEBS 2 x 4 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)10=0-5-8,9=Mechanical,8=Mechanical. (Ib)- Max Horz 10=548(LC 5) Max Uplift All uplift 100 lb or less at joint(s)5,9,8,3,6 except 2=-390(LC 5),4=154(LC 5),7=-114(LC 5) Max Gray All reactions 250 lb or less at joint(s)5,9,8,3,4,6,7 except 10=432(LC 5),2=385(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-344/0,1-2=622/135,2-3=-345/7,3-4=-371/61,4-5=-262/40 NOTES 1)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 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. 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. P R 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,2,3,4,6,7. 5 9,t_Q OF 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,2,3,4,6,7. co' GIN en- 61, 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and �'- 9 �'1-- LOAD referenced standard ANSITTPI 1. 10) "Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. eJ 8364.+P E r LOAD CASES) Standard /'f Jr ,-1.o,OREGa CQ ,4 RY , o la SO(1)ty ,. Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 AWARtlf/Ntr-Verifij design parameters and,READ NOTES ON THIS AND INCLUDED MIMIC REFERENCE PAGE mix-7472 BEFORE USE. 1 Design valid for use only with MITek connectors.This design is based only upon parameters shown,and Is for an individual building component. El 1• Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown b for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the I1 Ae7�y9l.' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding SVU�I 99 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 If Southern Pine I SP or SPp)Nineteen specified.the design values are those effective 0&t01P20#2 byALSC ortiran0sedby SIRE. Job Truss Truss Type Qty Ply Timberidge Development - OT-07206 J610A Jack-Open Truss 1 1 834101962 PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015,r Job Reference(optional) 7.250 s May 11 2011 MiTek Industries.Inc.Tue Jan 31 15:15:40 2012 Page 1 i ID:UWPuU3XD557OunTglErmDUzgUw7-VCSLtKLD4erspKi5MzGP54M7dIshFT67Am01wVzpmjX 5-11-4 8-0.12�ill0 0-1212-D-02 4 0 1216.0-12 1 118-0-1219-4-3 Br 1211 1 5-11-4 12-1.8 I2-0-0 12.0-0 12.0.0 2-0-0 2-0-0 hva 10.00 12 8 /� Scale=,:94.5 / o ` 7 / 3x4 // 6//'� 2 5 /I AV/ 4�/� 3 j 2 „ ,0 4510 M18SHS II � 5-11-4 6-i-0 19-4-3 ' 5-11-4 0-0-12 13-4-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) 1/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.38 Vert(LL) 0.12 10-11 >569 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 • BC 0.48 Vert(TL) -0.13 10-11 >534 180 M18SHS 220/195 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) -0.11 9 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 43 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals. WEBS 2 x 4 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 REACTIONS All bearings 0-1-8 except(jt=length)11=0-5-8,9=Mechanical,10=Mechanical. Installation guide. (lb)- Max Horz 11=591(LC 5) Max Uplift All uplift 100 lb or less at joint(s)5,9,10,3,6,8 except 2=-398(LC 5),4=-155(LC 5),7=-108(LC 5) Max Gray All reactions 250 lb or less at joint(s)5,9,10,3,4,6,7,8 except 11=475(LC 5),2=385(LC 1) ` FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-383/0,1-2=-681/135,2-3=398/9,3-4=-427/61,4-5=-318/40 NOTES 1)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 2)All plates are MT20 plates unless otherwise indicated. 3)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6) Refer to girder(s)for truss to truss connections. ��E� (�(7F� 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,2,3,4,6,7,8. m •8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,2,3,4,6,7,8. tJG I N c /� 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and �' • referenced standard ANSIITPI 1. " P yV 10) "Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. / LOAD CASE(S) Standard JJ y PI OREGON ,o •0'� 'lRY1 a soo _ Digital Signature 1 EXPIRATION DATE: '12-31-12 January 31,2012 a;TARN/NG-Verify design pararrtetera and READ NOTE.ON THIS AND INCLUDED M(TEE:RSF&EENCE PADS&Zrf-7473 BEFORE USE, I Design valid for use only with Mttek connectors.This design is based only upon parameters shown,and Is for an individual building component. t Applicabi ty of design parameters and proper incorporation of component Is responsibility of building designer-riot truss designer.Bracing shown a is for lateral support of individual web members only. Additional temporary bracing to insure stabiliy during construction is the responsibillliy 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/1711 Quality Criteria,OSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria.VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 ft Soutnern Pine(SP or SPo)lumber is specified.the bastion values Are those effective 05igtr2012 by ALS'or proposed by Pa Job Truss Truss Type Qty PlyTtmberidge Development R34101963 OT-07206 J611 JACK-OPEN TRUSS 3 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC..CLACKAMAS,OR.97015,r 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:40 2012 Page 1 ID:UW PuU3X055?0unTglErmOUzgUw7-VC5LtKLD4erspKi5MzGP54M351woFT67Am01 wVzpmlX -1-0-0{ 5-11.4 I6-11-4 1-0-05-11-4 1-0-0 Scale=1:38.2 4 374/1 I //- 10.00 : //// to 2x3 II /J/- 2 / 'v i1 6 5 3x5 I I I 5-11-4 I 5-11-4 Plate Offsets(X.Y): [2:0-3-3,0-1-41,[6:0-2-4,0-1-01 LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.60 Vert(LL) 0.06 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.22 Vert(TL) -0.13 5-6 >546 180 BOLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.05 3 n/a n/a • BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:23 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-1-8 except(jt=length)6=0-5-8,5=Mechanical. (Ib)- Max Harz 6=275(LC 5) Max Uplift All uplift 100 lb or less at joint(s)except 4=-209(LC 1),3=-419(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5 except 6=290(LC 1),3=475(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2paf;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=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,3. ��- P o rs 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,3. c5' 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and G 1 N fi. �/� referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -37 Ai 8364«PE LOAD CASE(S) Standard ,- y OREG*' 0sooN Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 e a_ A GRAR'IVINff-Pififerdesign parameters and READ NOTES ONTEIS AND INCLUDED f.IITEKR5 E PAGE 11511-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual budding component. �• 4 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 responslbflity of the ,." ,. erector.Additional permanent bracing of the overall structure a the responsibility of the building designer.For general guidance regarding WI B ek fabrication.quality control.storage,delivery,erection and bracing,consult ANSI/1P11 Quality Criteria.039.89 and SCSI Bulldln9 Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 Fl.Lee Sheet.Suite 312.Alexandria,VA 22314. Citrus Heights.CA,95610 A. If Southern Pine(SP or Spp)lumber is specified.the design values are those effective tWAtli'2512 by ALSO,or proposed by Spf6. i Job Truss Truss Type Qty Ply Timberidge Development - OT-07206 J612 JACK-OPEN TRUSS 3 1 834101964 Job Reference(optional) PRECISION TRUSS&LUMBER,INC..CLACKAMAS,OR.97015,r 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:41 2012 Page 1 • ID:UWPuU3XD5570unTglErmDUzgUw7-zOfj5gMrrxziRUHHwhneeHvE19G wMGPQBaSxzpmjW I 5-11-4 7-5-4 5-11-4 1 1-6-0 1 • 3 Scale=1:40.4 /:1 -10'77 - z://// 10.09 12 // /' ri / z W1 b j dx4 II,/ 2/ A 5 4 4x4 II 5-11-4 5-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.64 Vert(LL) 0.06 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.22 Vert(TL) -0.13 4-5 >532 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 2 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:22 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except(jt=length)3=0-1-8,2=0-1-8. (Ib)- Max Horz 5=236(LC 5) Max Uplift All uplift 100 lb or less at joint(s)except 3=-104(LC 1),2=353(LC 5) Max Gray All reactions 250 lb or less at joint(s)5,3,4 except 2=406(LC 1) FORCES (Ib)-Max.Comp-/Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,2. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,2. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and <��Q PR QFFc, referenced standard ANSI/TPI 1. �, 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. NG I NE-1 t0 LOAD CASE(S) Standard ,-,r ,.t - •OPE 1— III ,-- 0REG•,. Q>, C .QCi,1RY 2 � mo 0 SOON Digital Signature EXPIRATION DATE: 12-31-12 1 January 31,2012 _ y A WARNING'..Vertfti design parameters and READ NOTES ON 7711S AND INCLUDED MIME REFERENCE PAGE ARI-7475 BEFORE USE. =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 il is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillIty of the pq 1/C,"G` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IVr!ee fabrication.duality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component Safety information available tram Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Ii Southern Nne ISP or 5('03 lumber is specified.the 6 01515 values are th0s15 effective 06511/21112 by ALSO or proposed by SNE. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Ttmbendge Development R34101965 OT-07206 J513 JACK-OPEN TRUSS 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC..CLACKAMAS,OR.97015,r 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:41 2012 Page 1 ID:UWPuU3XD55?0unTglErmDUzgUw7-zOfj5gMrrxziRUHHwhneeHVBV9EE-wMGPO8aSxzpmjW l-0-01 -0-05-11-4 5-11-4 I 11-11-4 6-0-0 I Scale=1:60.1 8 5 / " /21' 1� 10.00 12 4/4/ /// 3x4 11 // 1 G i 8 7 4x5 II I 5-11-4 1 5-11-4 Plate Offsets)X,Y): (8:0-2-8.0-0-4) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.82 Vert(LL) 0.08 7-8 >836 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.33 Vert(TL) -0.13 7-8 >542 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.07 5 n/a n/a - BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:32 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, BOT CHORD 2 x 4 OF No.1&Btr G except end verticals. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer • Installation guide. REACTIONS All bearings 0-1-8 except Qt=length)8=0-5-8. (Ib)- Max Horz 8=414(LC 5) Max Uplift All uplift 100 lb or less at joint(s)7.4 except 3=-358(LC 5),5=-257(LC 4) Max Gray All reactions 250 lb or less at joint(s)7,4 except 8=293(LC 1),3=388(LC 1),5=271(LC 1) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=365/132 NOTES 1)Wind:ASCE 7-05:100mph;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=1.33 plate grip DOL=1.33 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)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7,3.4,5. 6)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. {: -- PR&JI Q 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and ct GINE u/ referenced standard ANSI/TPI _1. �' F �,5:. 0, -.6,- LOAD CASE(S) Standard Ail. 8364-IPE f "ycA°REG'', ,) 0y0 fiq e-,\- �'Soot.1 Digital Signature EXPIRATION DATE: 12-31-12 1 January 31,2012 • r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIITEI+;REFERENCE PAGE NII-7473 BEFORE USE. -i Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 4 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 responsibllllty of the MiTek' erector.Additional permanent bracing of the overall structure a the responsibility or the building designer.For general guidance regarding CVA N fabrication.quality control,storage,detvery,erection and bracing,consult ANSI/TPI7 Quality 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 It Southern Pine(SP or SPsl lumber is s:pecifleal.the design v4,lues are those edacftve 114t01t2012 by ALSE or proposed by Sp18. u 1" Job Truss Truss Type Qty Ply Timberidge Development OT-07206 J613A JACK-OPEN TRUSS 3 i 834101966 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR 97015,r 7.250 s May 11 2011 MTek Industries,Inc.Tue Jan 31 1515:422012 Page 1 ID:U WPuU3XD5570unTgIErmDUzgUw7-RaC51oMTbF5Z3esTUOItBVRMBYaQjNcod4t7_NzpmjV 5-11-4 I 11-11-4 5-11-4 6-0-0 Scale=1:60.1 5 /4 4 /// r," i ,,� Ici a 10.00 Ti". /� • 2/j .� o // 2x4 II 1 / ;I 7 6 4x5 II I 5-11-4 5-11-4 Plate Offsets(X,Y): 17:0-2-8,0-0-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.83 Vert(LL) 0.08 6-7 >820 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.34 Vert(TL) -0.13 6-7 >530 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.07 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:30 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi Tek 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)7=0-5-8,6=Mechanical. (Ib)- Max Horz 7=360(LC 5) Max Uplift All uplift 100 lb or less at joint(s)6,3 except 2=-364(LC 5),4=-257(LC 4) Max Gray All reactions 250 lb or less at joint(s)7,6,3 except 2=399(LC 1),4=272(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-367/136 NOTES 1)Wind:ASCE 7-05;100mph: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=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3,4. e�- .1) P R Q/:-s 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,4. cS 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and ,C GAG]N� 'Y /�� referenced standard ANSI/TPI 1. (lit -9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. .«.4.0P E r-- LOAD LOAD CASE(S) Standard dir y C�REG•r ti �, C>,4FY 2. ° S©OA Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 " I A WARNINCtr-Vert&desirm patmaefers and-READ NOTES ON THIS AND INCLUDED MIME REFERENCE PAS-BM/7-74 70 BEFORE USE. 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-riot 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,consul ANSI/TPIl Qualify Criteria,DSB-B9 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. S,^ If Southern Tiny lSF'or SPp)lumber is.specified,the design Tailors are those eftecttre•06?012C 01?by AL TIor proposed by SPIECitrus Heights.Co,95610 Job Truss Truss Type Qty Ply Timberidge Development R34101967 07-07206 K1 COMMON 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r 7.250 s May 11 2011 MITek Industries,Inc.Tue Jan 31 15:15:44 2012 Page 1 ID:U W PuU3XD55?OunTglErmDUzgUw7-NzKrjiOj7sMH IxOsbpKLGwXutMKrBGyj5OME3GzpmjT 1-1-0-0 1 7-0-0 1 14-0-0 115-0-01. 1-0-0 7-0-0 7-0-0ri 1-0-0 4x4 = Scale=1:42.1 7 1.5x3 II � 1.5x3 II 6////// N 8 1.5x3 II 2" 1.5x3 II 10.00 12 5 //{ ."- ' . 9 1.5x3 I I /� \�.�\ 1.5x3 II N. 10 ro 5x6 /i / "INiNN,\\ 5x6•,:,/ \ 11 ' • 'x Y Y k �� 12 0 2 N N I a o 0 0 o 0 0 0 o * �'G `. JIl !y ':!`! y 1( 't' '!Y`! Y X� `! X`.< �/ {\ x '!Y .{X Y V;C'Y t '1 X \ 3x8 II 22 21 20 19 18 17 16 15 14 3x8 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II I 14-0-0 I 14-0-0 Plate Offsets(X,Y): [2:Edae,0-0-01,[3:0-2-8,0-2-01,[11:0-2-8.0-2-01,112:Edge,0-4-01 LOADING (psi) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.04 Vert(LL) -0.00 13 n/r 120 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 Vert(TL) -0.00 13 n/r 90 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 12 n/a n/a • BCDL 10.0 Code IRC2009/TPI2007 (Matrix) ' Weight:104 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 x 4 GF Std G MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2 X 6 OF No.2-G 2-2-4,Right 2 X 6 DF No.2-G 2-2-4 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 14-0-0. (Ib)- Max Horz 2=201(LC 4) Max Uplift All uplift 100 lb or less at joint(s)2,12,19,20,21,17,16,15,14 except 22=-104(LC 4) Max Gray All reactions 250 lb or less at joint(s)2,12,18.19,20,21,22,17,16,15,14 FORCES (lb)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7)"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 �c.r P R �� will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. ,c�� . G)N E s/ 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and '— 4 referenced standard ANSI/TPI 1. 9 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss, 4%3640 P r LOAD CASE(S) StandardIlf -7 OREGON N. a` C›,116'1RY ,2 C? o SOON • Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 • A I ,a,WARNING-Vez f tj design parameters and READ NOES ON TINS AND INCLUDED bIITEKREFBRENCE PAGE/11f1.7473 BEFORE USE. Design valid for use only with MiTek connectors,This design is based only upon parameters shown,and is for an individual building component. �• P 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 responslbllllty of the MiTek'erector.Additional permanent bracing of the overall structure s the responsibility of the building designer.For general guidance regarding 1V1 1 fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPtt 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 ii Southern Pine i SP or OPpl lumber is specified.the design values are those effective t16i01/2412 lay ALSC or mamma by SPIE. - Job Truss Truss Type Qty Ply Timberidge Development OT-07206 K2 COMMON 1 1 834101966 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015,r 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:45 2012 Page 1 v ID:UWPuU3XD55?OunTglErmDUzgUw7-r9uEw2PLuAU8w5b29Xsao73zsmZAwgCsJ26obizpmjS 1-1-0-0 7-0-0 I 14-0-0 115-0-01 1-0-0 7-0-0 7-0-0 1-0-0 4x5= Scale=1:40.4 4 s. BIN\ % Vv N�v 10.00 12 , / / ` N 4x4<2 % \\ \\\ 4x4 / ' O / \ 3 \ , 4x4 4 �, , /2 �, \ �i/ \\\ \'\\ 4x4\� . /2/ N 2 1 i /C °`' \�67 17, .S 9 8 3x12 II 1.5x3 // 3x12 II 1.5x3 \\ 4-6-7 9-5-9 1 14-0-0 4-6-7 4-11-2 4-6-7 Plate Offsets(X.Y): 12:0-3-8,Edge],(2:2-2-15,0-4-12],(2:4-0-1.0-4-12],(4:0-2-8,0-1-8],(6:2-0-7.0-1-121,(6:3-9-9,0-1-12],[6:0-7-7,Edpe] LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.4.4 Vert(LL) -0.03 8-9 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1,15 BC 0.46 Vert(TL) -0.09 8-9 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.27 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:93 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2 X 8 DF No.2-G 4-7-6,Right 2 X 8 DF No.2-G 4-7-6 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1247/0-5-8 (min.0-1-8),6=1247/0-5-8 (min.0-1-8) Max Horz 2=201(LC 4) Max Uplift 2=-223(LC 5),6=-223(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1264/181,3-4=-1092/205,4-5=-1092/205,5-6=1263/181 " BOT CHORD 2-9=-82/839,8-9=-69/628,6-8=-60/839 WEBS 4-9=58/604,4-8=-58/604 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 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)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and `?,,, PR(..; -4..referenced standard ANSI/TPI 1. <c• ($6, 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. \� G]NE fiR /�G 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 44..r 8364.4PE r. LOAD CASE(S) Standard 1)Regular.Lumber Increase=1.15,Plate Increase=1.15 / ARf Uniform Loads(plf) _{ OF Vert:2-6=-105(F=-85),1-4=-64,4-7=-64 v OREGO .. CS OCryRY ' - v. © SOOA.`1 Digital Signature EXPIRATION DATE:12-31-12 January 31,2012 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIME REFERENCE PAGE 87II-7479 BEFORE USE: Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. MI Applicability of design parameters and proper incorporation of component is responsibility of budding 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 responslbillity of the �//G��S 6` • erector.Additional permanent bracing of the overall structure Ls the responsibility of the building designer.For general guidance regarding y fd{e fr,� fabrication.qualify control,storage,delivery.erection and bracing,consult ANSI/TPI1 Quality Criteria.056-89 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 it Southern Pine ISP or 5Ppl lumber is sheeted,.the(lesion values are those.effective(lee;20f2 by ALSC or proposed by SPIS, Job Truss Truss Type Qty Ply Timberidge Development R34101969 OT-07206 L1 KINGPOST 1 1 • Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC..CLACKAMAS,OR.97015,r 7250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:46 2012 Page 1 ID:UWPuU3XD55?OunTglErmDUzgUw7-JLSc6OP tUc?XF9EjENpLLcDNAOEfAZ?YirL78zpmjR 10-0 7-0-0 14-0-0 1-0-0 I 7-0-0 I 7-0-0 • 4x4 = Scale=1:42.1 7 1.5x3 II ////4 1.5x3 II 8 1.5x3 II /6770;: z- 6 7\ A>`\ 1.5x3 II 10.00 12 % / N\N 9 1.5x3 II /L. \ ,\ 1.5x3 II 4 /-� y 10 •• 5x6 ij j : 5x6 Q \11 i.. Ii2 as b L/ _Tcafrar� �A : 3x8 11 21 20 19 18 17 16 15 14 13 3x8 11 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 14-0-0 14-0-0 Plate Offsets(X.Y): [2:Edge,0-0-01,(3:0-2-8,0-2-01,[11:0-2-8,0-2-0],[12:Edge,0-4-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Udefl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.04 Vert(LL) -0.00 1 n/r 120 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 Vert(TL) -0.00 1 Nr 90 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 12 n/a n/a • BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:102 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid•ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2 X 6 OF No.2-G 2-2-4,Right 2 X 6 DF No.2-G 2-2-4 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 14-0-0. (Ib)- Max Horz 2=205(LC 4) Max Uplift All uplift 100 lb or less at joint(s)2,12,18,19,20,16,15,14 except 21 a 105(LC 4),13=-110(LC 6) Max Gray All reactions 250 lb or less at joint(s)2,12,17,18,19,20,21,16,15,14,13 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*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 <GQ"�D'PR()FFA, will fit between the bottom chord and any other members. c0� G[N E - <S' 8)A plate rating reduction of 20%has been applied for the green lumber members. N 9 .--, 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and 9 referenced standard ANSI/TPI 1. `� 8364 S/PE LOAD CASE(S) Standard i . it i' / • y OREGre °° sooty ° Digital Signature EXPIRATION DATE 12-31-12 i January 31,2012 WARNING-Verift.,design parameiema and.READ NOTES ON TB/S AM)PAL GEED 1-112M REFERENCE PAGE A71f-7473 BEFORE USE. Design valid for use only with Mitch connectors.This design is based only upon parameters shown,and Is for an Individual building component. MI...!�• F 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 responsib�tilty 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-S9 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,95810 i If Southern Pine(SP or 5Pp)lumber is seedbed)the design values are those effecttveitn/01i20 Iv 2y ALSO orprcnosed by SPIE. ao Job Truss Truss Type Qty Ply Timberidge Development R34101970 - OT-07206 L2 COMMON TRUSS 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,r 7.250 s May 11 2011 M7ek Industries,Inc.Tue Jan 31 15:15:47 2012 Page 1 L., ID:UWPuU3XD557OunTglErmDUzgUw7-oYO_LjOcQnks9PkRGxu2uY9HEZISOcg9nMbufbzpmjo 7-0-0 14-0-0 1-11:0-00-0 7-0-0 7-0-0 r 4x4 = Scale=1:41.0 4 10.00 12 / / \\�N 4x4 G /.//// �•\\\ 4x4 Q 3 \\~\ 5 4x4 / \} / i\ 4x4 // `\\N \,\\ \ 4 2 �� I; lad SS 3x9 II 7 3x9 II 1.5x3 II 7-0-0 14-0-0 7-0-0 7-0-0 Plate Offsets(X,Y): [2:3-10-3,0-1-12],[2:2-0-12.0-1-12],[2:0-5-11,0-1-8],[6:0-5-11,0-1-8],[6:2-0-12,0-1-12],[6:3-10-3,0-1-12] LOADING (psf) SPACING 2-0-0 CSI DEFL in (be) I/deft L/d PLATES GRIP TOLL 25.0 Plates Increase 1.15 TC 0.48 Vert(LL) -0.04 6-7 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.28 Vert(TL) -0.11 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.13 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:82 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2 X 8 DF No.2-G 4-8-1,Right 2 X 8 DF No.2-G 4-8-1 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 6=586/0-5-8 (min.0-1-8),2=654/0-5-8 (min.0-1-8) • Max Horz 2=205(LC 4) Max Uplift 6=-65(LC 6),2=-115(LC 5) FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-637/88,3-4=-463/111,4-5=-463/108,5-6=-603/85 ' BOT CHORD 2-7=-30/356,6-7=-30/356 WEBS 4-7=0/320 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 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)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and ,-,.F.d PR '/f' referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �� ,y �]N '-iy• �0, LOAD CASE(S) Standard * 83.d•0 PE 91^" if ' OREGII', I. C, L'`1 RC^�• �Q SOON• b Digital Signature EXPIRATION DATE: 12-31-12 January 31,2012 a;FARMING,Verify demon parameters and READ NOTES ON THIS AND INCId7DEEf MITEICREFERENCE PAGE hJJI.T470 BEFORE USE, 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 responsibllfity of Me he1& �, ¢_- �, erector.Additional permanent bracing of e overall structure is the responsibility of Incthe budding designer.For general guidance regarding 11'y fabrication,duality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 108 Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 IT Southern Piny;SP or SPpi'lumber is.npSrtfied.the desisn+values are those effscfiverkSl01;2012 by ALSO or proposed by SPIf3. Job Truss Truss Type Qty Ply Timbeddge Development of R34101971 OT-07206 L3 COMMON 1 2 Job Reference{optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015.r 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:48 2012 Page 1 ID:U WPuU3XD55?0unTglErmDUzgUw7-GkaMZ3R EB5sjnZJdgfPHQmhTZzTs707I00KSC1 zpmjP I 7-0-0 I 14-0-0 7-0-0 7-0-0 5x6 II Scale=1:40.4 2 `\ N\\N..„„, 10.00 12 �, �` ; zz, //I 1 1\I \ i \,t N // / // ti 1 / r \ \ 3 ,1 siiimilmimmumm om , I4 5 4 Iffil 6x8 ,i 3x9 II 3x9 11 6x8 2- I 6-0-0 1 8-0-0 1 14-0-0 I 6-0-0 2-0-0 6-0-0 Plate Offsets(X.Y): [1:Edge,0-2-0],[2:0-2-8,0-2-8],[3:Edge,0-2-0],[4:0-6-4,0-1-8],[5:0-6-4.0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.06 3-4 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.97 Vert(TL) -0.15 3-4 >999 180 BCLL 0.0 ” Rep Stress Incr NO WB 0.32 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:200 lb FT=0% LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 8 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF No.1&Btr G WEDGE Left:2 X 6 DF No.2,Right:2 X 6 DF No.2 REACTIONS (lb/size) 1=4231/0-5-8 (min.0-2-4),3=6285/0-5-8 (min.0-3-6) Max Horz 1=-193(LC 3) Max Uplift 1=-761(LC 5),3=-1178(LC 6) FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=5918/1115,2-3=-6228/1186 BOT CHORD 1-5=748/4283,4-5=-659/3765,3-4=-798/4530 WEBS 2-5=-534/3128,2-4=-871/4608 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 8-2 rows at 0-2-0 oc. Webs connected as follows:2 x 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4 P R O 4)Winghtexposed:ASCE 7-05;;end/erti al left a d right exposed;LumberlDOL=33 plate exp C;enclosed;gr p DOL 1 33MWFRS(low-rise);cantilever left and \�'( F`�G I NE'A..0/, 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 • 836 r tiP E 9r will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. OP 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Girder carries tie-in span(s):39-0-0 from 6-0-0 to 14-0-0 4 OREG• , *. • 10) "Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 0 'V& 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3300 lb down and 605 lb up at ,9O " RY 2 6-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 0 soON O " LOAD CASE(S) Standard Digital Signature 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRATION DATE: 12-.31-12 Vert 1-5=-20,3-5=-797(F=777),1-2=64,2-3=64 January 31,2012 ••'1 I11dPMNG..‘17 er r Of design.pw-carseters and READ NOTES ON THIS AND INCLUDED bII)EKREFERE.NCE PAGE NH-7475 BEFORE USE. C Design valid for use only with MITek connectors.fits design Is based only upon parameters shown,and is for an individual building component. I• 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 responsibilllty of the p - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding I VII 6e fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria.008.89 and BCSI Building Component .7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights-CA,95610 • if Southern Pine(SP or 5Poi•lumber is specified.ffle design ValiieS are those effective 0518112912 by ALSC or proposed by SP18. Ai Job Truss Truss Type Qty Ply Timberidge Development R34101971 • OT-07206 L3 COMMON 1 2 Job Reference(optional) PRECISION TRUSS&LUMBER,INC..CLACKAMAS,OR.97015,r 7.250 s May 11 2011 MiTek Industries,Inc.Tue Jan 31 15:15:48 2012 Page 2 ID:UWPuU3XD557DunTglErmDUzgUw7-GkaMZ3REB5sjnZJdgfPHQmhTZzTs7D7100KSClzpmjP LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:5=-3300(F) • • • • • • • ErstAWARmATG,-Verily y design parameters and READ ROTES ON THIS AND DIMMED&gTEICREFERENCE PAGE M1T-7472 B. ORE USE Design valid for use only with Mttek 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 responsibtmy of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding Mk** • fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TP11 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.45810 If Southern Piste SP or OPp}lumber is.specified.the design values are those e`te'iy:e(l tK1i2tt12 by A`_SC or proposed by SPIE, Job Truss Truss Type Oty Ply Timberidge Development R34101972 01-07206 V1 VALLEY TRUSS 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,CR.97015,r 7.250 s May 11 2011 MITek Industries,Inc.Tue Jan 31 15:15:49 2012 Page I ID:UWPuU3XD55?OunTglErmOUzgUw7-kw7kmP5syP aOiupOMwWzzEITNlhsWfSEg4?kTzpmjO 1 7-9-14 1 15-7-13 I 7-9-14 7-9-15 4x4 = 1 Scale=1:40.3 3 �j/r � //Z./ 10.00 12 / \‘ 1.5x3 II „,,,, 1.5x3 II • f//// \\\ 4 r N.N \� 5 1 Al, N /s/ ry 0- Varilli .st ��raTA. MWAIMNIE 1 Z9 d 0 3x4/i 8 9 7 10 6 3x4\\ \ 1.5x3 II 1.5x3 II 1.5x3 II I 15-7-13 I 15-7-13 _ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.11 Vert(LL) n/a - n/a 999 MT20 220/195 TCOL 7.0 Lumber Increase 1.15 BC 0.10 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Ina YES WB 0.11 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:63 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 15-7-13. (Ib)- Max Horz 1=-192(LC 3) Max Uplift All uplift 100 lb or less at joint(s)1,5 except 6=-173(LC 6),8=-173(LC 5) Max Gray All reactions 250 lb or less at joint(s)1,5 except 7=392(LC 1),6=400(LC 8),8=400(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 4-6=-266/206,2-8=-266/207 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;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=1.33 plate grip DOL=1.33 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.1.1.,1 and R802.10.2 and Q P R,fi referenced standard ANSI/TPI 1. `C� ` Fss LOAD CASE(S) Standard \� ; GINE�C'9 - 3640P itiff 91-”" y�OREGOO'. '4'/✓,4RY ,22;14C, O SOON ' Digital Signature 1 EXPIRATION DATE: 12-31-12 January 31,2012 • a a ®WARNING-Vertj design parameters and READ NOTES ON TEIS AND INCLUDED 3DTEKREFERENCE PAGE 11117-7473 BEFORE USE. -! Design valid for use only with Welt connectors.This design is based only upon parameters shown,and Is for an Individual building component. Mit • 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 responsibilllty of the MiTek' a„• erector.Additional permanent bracing of the overall structure o AYA the responsibility of the building designer,For general guidance regarding C 9i fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria.053.69 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,95810 If Southern Pine i SP or 49p1 lumber 1s specified.the design values are those effective tdi01r2012 by ALSO or proposed by SF15. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/" Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property InT114 offsets are indicated. (Drawings not to scale) Damage or Personal Injury 11 111 Dimensions are in ft-in-sixteenths. 111111 Apply plates to both sides of truss and fully embed teeth. 1 2 3 I. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. Q-1/1 Q' MI I 111 11142. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves �� ai.Ii mac require bracing,nors d redative Tr I bracing should be considered. ampU3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. oC7, 4. Provide copies of this truss design to the building I- For 4 x 2 orientation,locatecs z c 6 r— designer,erection supervisor,property owner and plates 0-1/1 ' 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 Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 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-1 352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 comber for dead load deflection. the length parallel to slots. 1 I.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION Southern Pine lumber designations are as follows: 12.Lumber used shall be of the species and size,and in all 40,/? Indicated by symbol shown and/or SW'represents current/old values as published specified.ecfs,equal to or better than that by AWC in the 2005/2012 NDS by text in the bracing section of the SPp represents SPIB proposed values as provided 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing in SPIB submittal to ALSC dated Sept 15,2011 spacing indicated on design. if indicated. SP represents ALSC approved/new values with effective date of June 1,2012 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING (2x4 No 2 and lower grades and smaller sizes), and all MSR/MEL grades 15.Connections not shown are the responsibility of others. IllAir Indicates location where bearings (supports)occur. Icons vary but 16.Do not cut or alter truss member or plate without prior ■� reaction section indicates joint ©2012 MiTekOO All Rights Reserved approval of an engineer. — number where bearings occur. 17.Install and load vertically unless indicated otherwise. Mr r a 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 16 a 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSUFPI 1 Quality Criteria. Installing&Bracing of Metal Plate 4 .,a S Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/18/2012