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/usT'kC)(c -0G 100 RECEIVED 15-3 ( SA-) 14is31.sstr'/' lerMAR 14 2016 MiTek° BUILDIOF D ARD MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-412_UPPER Fax 916/676-1909 POLYGON The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R43351178 thru R43351215 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. t 2 '� 87022PE -�. -114 - SAT OREGON t5Ali �, c �ER '\\ Q A. H e EXPIRES:06/30/2015 December 5,2014 Hernandez,Marcos 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 ANSUTPI 1. > Job Truss Truss Type Qty Ply POLYGON R43351178 Floor Girder I1 1 PL14-412_UPPER F01 Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:47 2014 Page 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon ID:c53KNt9S8cIZANgLpvMEnZkyCd11 J0279JfB8OSCye6W5j)uNuSouREwTrj2agllfVlyCJy2 1-0-0 1.5x3 II Scale=1:13.2 1 3x4= 5 2 0 R N lii U �,� 61111 4Ertl 3 1.553 II 3x4= I 1-30 1-3-0 LOADING(psf)40.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft IA PLATES GRIP . TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) 0.00 4 .'999.. 38600 MT20 220/1951 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a Weight:11 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-0 oc purlins, except end verticals. BOT CHORD 2x4 DF No.1&Btr(flat) BOT CHORD aRigid rtiadirectly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (Ib/size) 4=183/0-3-8 (min.0-1-8),3=219/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)277 lb down at 0-8-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:3-4=-10,1-2=-100 Concentrated Loads(Ib) "cc- 870 2PE �9f ©cam%��, OREGt7N:,Z<:V ;'QF48ER \\ EXPIRES:06/3012015 December 5,2014 A AWWRNI/K-Ver: dello wan*Crsand READ AOIESCMTN:BAh MUSED BM REFEREPa PAGE HIT 7413mx1,/25/21f88EEs'EREPSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and B 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 constnrcMl @k' tion is the responsibillity 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/TPI1 Qualify Criteria,DSB-89 and ICS!Building Component 77777s ea, L,ne,Sa Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. ItyuwthareMoe t5P)lumber is apeethed,the--*-sign vatres are there effective 116/01,401.3 W/O/SC Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F02 FLOOR GIRDER 843351179 1 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.5 e 1 ID:c53KNt9S8dZANgLp1MIEnZkul 11 yCdI14 i FBnAk ta?hRg?ivCyFuD8xrztuGC2X7JInc.Thu Dec 04 12:13:49 Zzs73E014 maeyCJyo 0-1-8 H i t 0.0, fL011 1-2-0 1 P-8-711 1-2-0 1.1 Scale=1.41.4 4x6 II 3x6 FP= 3x6 FP= 1.5x3=5x8 II 5x6 I I 4x6 I I 5x6 II 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 42 MI N I._ VA Allmik=rye i / VW. 11 Y I� ilf ALVAN \ 9 di OM \WI \WA \=.=_- _-_--mminmommimmomindommminmsminimmomw I d 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 5x6 II 6x8 I I 6x8=3x6 FP= 5x6 II 5x6 I I 3x6 FP=5x6 I I 6x6= 6x6= 1.5x3= 6x6= 5x6 I I 11-8-7 I 10-6-7 iQ-17-0 07 I 23-8-4 10-6-7 11-11-13 0-7-0 Plate Offsets(X.Y)- [33:0-3-0.0-0-0].[35:0-3-0 Edge].[41'0-1-8,0-0-8].[42:0-1-8 0-0-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.19 34 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0,30 34 >944 360 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.06 26 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:208 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 41=1738/0-5-8 (min.0-1-8),26=1460/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2053/0,3-4=-2053/0,4-5=-3815/0,5-6=-3815/0,6-7=-5351/0,7-8=-5351/0, 8-9=-5351/0,9-10=-6071/0,10-11=-6071/0,11-12=-5955/0,12-13=-5955/0, 13-14=-5690/0,14-15=-5690/0,15-16=-5173/0,16-17=-5173/0,17-18=-4311/0, 18-19=-4311/0,19-20=-4311/0,20-21=-3119/0,21-22=-3119/0,22-23=-1699/0, 23-24=-1699/0 BOT CHORD 40-41=0/1093,39-40=0/2964,38-39=0/4611,37-38=0/4611,36-37=0/6017,35-36=0/6071, 34-35=0/6071,33-34=0/5955,32-33=0/5955,31-32=0/5465,30-31=0/4823, 29-30=0/3745,28-29=0/3745,27-28=0/2439,26-27=0/907 WEBS 2-41=-2001/0,2-40=0/1849,4-40=-1756/0,4-39=0/1640,11-34=-271/0,24-26=-1677/0, 2427=0/1527,22-27=-1426/0,22-28=0/1309,20-28=-1207/0,6-39=-1535/0, 6-37=0/1425,9-37=1354/0,9-36=0/257,20-30=0/1091,17-30=-986/0,17-31=0/674, ' 15-31=-563/0,15-32=0/434,13-32=494/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. ' R Or S 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)41 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity �5 �NG] d of bearing surface. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �� y 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to {�'L be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1029 lb down at 7-6-0,and 177 lb down at 16-0-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 1:11 h 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 1,.6:41,01:3:G80.0 �© 4(J� LOAD CASE(S) Standardt� l!`4 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 l) A HES Uniform Loads(plf) Vert:26-41=-8,1-25=-80 EXPIRES:06/30/2015 Continued on page 2 December 5,2014 t ..... I A ARICY5-Vera',design parameters and READ KiES ON THIS INCLIZ EDI f41TE.YREFERE/4 E PAGE Kir 7 473 ter.I/29/20148E334E iSE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component., Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek" fabrication,qualify control,storage,delivery,erection and bracing,consult ANSI/TM Quality Cdteda,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights.CA,s561g 7777 Greenback Lane,Suite 109 If Southern Pi:ne(sal king ,is:specified,therewire.values ares R.M effeethre OEJO1/zuss by Sc Truss TypeQty Ply POLYGON R43351179 Job Truss FLOOR GIRDER 1 1 PL14-412_UPPER F02 Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:49 2014 Page 2 Pacific LumberBTruss Co., Lake Oswego,Oregon ID:c53KNt9S8dZANgLpvMEnZkyCd11-FnAta?hRg?ivCyFuDBxrztuGC2X7JZzs73EmaeyCJyO LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=-965(B)17=-177(B) 1 .r 4 AORMa-Verify desgnpamemrsundREAL+ICIESONTHrEANDi#aim MI EKR€FERENLFPAGENIL7473rEeT25120r18B£OREUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and k for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 101 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the G erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1!0@k Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Crilmia,DS1-89 and BCSI Building Component 77777s Greenbackea,CA,L ne,Su Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. f Eisurthern Pine(SP)lsssnxueisz-'tad,the drstgn'agues ant tfiostelt ct=veoe/O1/2015 by MkC Job Truss (Truss Type Qty Ply POLYGON PL14-412_UPPER F03 Floor Girder 843351180 1 1 Pacific Lumber&Truss Co., Lake Osw o Job Reference(optional) e9o, regon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 1213:50 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-jzkFnLi3RJgmp6g5mrS4V4QR5Rx1V2yCOMjzJ64yCJy? I 1-7-0 I I 1-9-0 I Scale=1:17.8 6x6= 3x6 II 3x6 I 1 11 3x6 II 3x6 II 3x6 II 2 3 4 12 5 13 6 • N0 d ---3 10 9 X e b II 6x6= 8 3x6 I I 5x6 I I 6x6 = I 9-4-0 9-4-0I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.01 8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.02 8-9 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:78 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=1045/Mechanical,7=889/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=1033/0,1-11=-770/0,2-11=-770/0,2-3=-770/0,3-4=-1123/0,4-12=-1123/0,5-12=-1123/0 BOT CHORD 8-9=0/1102,7-8=0/781 WEBS 5-7=-1068/0,5-8=0/476,4-8=-311/0,3-9=-463/0,2-9=-417/0,1-9=0/1082 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)276 lb down at 0-6-10,132 lb down at 2-1-13,132 lb down at 3-9-0,132 lb down at 5-4-3,and 132 lb down at 6-11-6,and 132 lb down at 8-6-9 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-10=-10,1-6=-100 �tO PROpe. Concentrated Loads(Ib) 6' Vert:4=-132(F)3=-132(F)2=-132(F)11=-276(F)12=-132(F)13=-132(F) 444 \� ��70 2PE: rIN��� cStyQ1 47c- ' $ /14 A S OREGON 1� , '��., ��$ER 1� .4 A. HEc EXPIRES:06/30/2015 December 5,2014 4 A wARNrpri-4e,tyttes n paraineem and READ N FS ONmrsANL MIXED ED 7€ REFERENCEM1ENff7473res1/2/2OU9fF fEtf3 mi.- Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and a for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown a for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Cdteda,084-89 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 CiVus Heights,CA.95610 elSouthernPin*OSP)ismrl.+er is eaar ied,shedesig+nvalues are those effective 06/01/201.3dsq Ret • Job Truss TrussType lQty Ply POLYGON R43351181 1 2 PL14-412_UPPER F04 FLOOR GIRDER Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:51 2014 Page 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon ID:c53KNt9S8dZANgLINMEnZkyCd11-BAIe?hihCdydRGPHKZzJ21zdZr9fnL_9aNiseWyCJy_ 0-1-8 0418 H 1 1-0-8 I 2-6-0 1 Scale=1:42.6 1.5x3= 1.5x3= 3x6 FP= 3x6 FP= x3= 1.5x3=6x6= 5x6 II 1.5 4x6 II 8 9 10 11 12 .5 13 1 2 253 4 5 6 7 hlvi-igt WI 24 f I e - --&-- it - Id � d a I _ 17 -123 li 21 �� ,. •• 15 14 20 19 18 17 16 4x8= 3x4= 3x4= 4x8= 3x6 FP 3x5= 3x5= 1.5x3 SP== 24-6-8 1 I 24-6-8 Plate Offsets(X.Y1— 122:0-1-8.0-0-81.124:0-1-8.0-0-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP 40.0 TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) -0.19 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.63er(TL) 0.08 16-14 >896 n 6 a BCLL 0.0 Rep Stress[nor NO WB 0.77 Matrix Weight:155 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/fP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 DF No.1&Btr(flat) BOT CHORD Rigid rtiadirectly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (lb/size) 14=1065/0-5-4 (min.0-1-8),20=1080/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-25=-1884/0,3-25=-1884/0,3-4=-1884/0,4-5=-3330/0,5-6=-3330/0,6-7=-3330/0,7-8=-3502/0,8-9=-3502/0, 9-10=-2404/0,10-11=-2404/0,11-12=-2404/0 BOT CHORD 19-20=0/644,18-19=0/2741,17-18=0/2741,16-17=0/3547,15-16=0/3087,14-15=0/1360 WEBS 12-14=-1666/0,12-15=0/1279,9-15=-836/0,9-16=0/509,7-17=-265/0,4-17=0/123,419=-1049/0,2-19=0/1519, 2-20=-1238/0 NOTES- 1)All plates are 3x6 MT20 unless otherwise indicated. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)20 lb down at 3-6-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Lto PR QF�s 1)DeadD +FloorS) Live(balanced):Stanbard �A , S sfO29 1) +Floor Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1420=-8,1-13=-80E ! Concentrated Loads(Ib) Vert:25=-20(B) 7��A OREG 7N (IT©'� �� s48 ER 1� Q' N E i A. S EXPIRES:06/30/2015 December 5,2014 i1 ®W,,J1NT?3 Vertdcusi7n rararncsers aAd REAR MISON THIS A74 man KAN REFERENCE PAGE MU 7473 me 1,129/26+14BG-R38Et1SE pill. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and n for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown '��is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1P11 Quality CrBedo,DSB-89 and SCSI Building Component 777renbak Lane,Suite 109 Safahreinvsnafrom cg,7� eeeit10 /23 VA ta. Citr75 Heneu 8 SStaPe(SPumspeed the desina;us arChass ei.tive061201by At Job12_UPPER Truss Truss Type GIRDER Oty Ply POLYGON R43351102 PL14-4F05 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 Miiek Industries,Inc.Thu Dec 04 12:13:51 2014 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCd11-BAte?hihCdydRGPHKZzJ21zd4rIOnXl 9aNjse WyCJy_ 1-2-12 1.x3 I I 1 3x4= 2 Scale=1:13.2 0 d z 4 3 1.5x3 II 3x4= 1-5-12 1-5-12 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) 0.00 4 "^* 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress lncr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:12 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 1-5-12 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=74/Mechanical,3=74/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Pb)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard s-R�D FRQ,�Fss H ca N l � ') 0 `r 8 • 2PE y '°,x OREGO 0 18'ER \\ �© OSA NERN EXPIRES:06/30/2015 December 5,2014 4 r fNTNS`Neat riestyrz parameters and READ WITS Cr'DU MC iAUtfsrs£fl tII'F£;f REFERENCE PAGE#g 7473 mg 1,//5/20.t4&E04ft15?' 1 Deign valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek` fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and 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 lit Southern Pine(SP)Is bee is specified,ci a design values are thosee - 936/(411263.3 byAISC Truss Truss Type Qty Ply POLYGON (optional) R43351183 Job PL14-412_UPPER F06 Floor 2 1 Job Pacific Lumber&Truss Co., Lake Oswego,Oregon7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:52 2014 Page 1 ID:c53KNt9S8dZAN9LpvMEit3WCdll-fMr0C1jKzw4U3P_TuGUYbVWmrFYbtMNJp1 SQ9yyCJxz 0-1-8 H I 2-1-12 1 2-6-0 1 Scale=1:35.5 1.5x3 I I 1.5x3= 1.5x3 II 1.5x3= 3x5= 1.5x3 II 3x4= 1.5x3 I I 3x4= 3x6 FP=1.5x3 II 3x5= 1 2 3 4 5 6 7e 8e 9 1. e ' - 7, il8 a yo 7 Y N a N: 17 12 16 15 14 13 1x6= 3x4= 11 3x4= 3x6= 3x6 FP= 3x5= 20-4-12 I I 70-4-12 LOADING SPACING- 1-7-3 CSI. DEFL. in Om) I/deft IAPLATES GRIP 40.0 TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.12 13 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.39 Vert(TL) -0.20 13-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.05 11 n/a n/a Weight:101 lb FT=0°h F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=886/0-2-12 (min.0-1-8),16=886/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1750/0,3-4=-1750/0,4-5=-2406/0,5-6=-2406/0,6-7=-1835/0,7-8=-1835/0,8-9=-1835/0 BOT CHORD 15-16=0/945,14-15=0/2219,13-14=0/2219,12-13=0/2262,11-12=0/1076 WEBS 9-11=-1334/0,9-12=0/940,6-12=-529/0,4-15=-581/0,2-15=0/998,2-16=-1240/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard * 87022PJ i sN �A� OH GON q,, 41/ -P ' BER i\ \q `5 A. H P EXPIRES:06130/2015 December 5,2014 ii/ ®�WARNO Vers1ydes:atpaametersa dREMITlrTFSOsNTHISAM)1!KYt/SEQHITE(REFE /sEPAGE/417.7473rec.1/29/2E1411SMEf Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and a for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek.ek� is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction a 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,State 109 Safety Information control,storage, from Truss delivery, Plate Institute,781d I.Lee Street,Suite 312,Alexandria,sult ANSI/TPIl VA 223 a DSB-89 and SCSI Building Component Citrus Heights,CA,95610 rts°uxt,ann eine OP)lumber is agresiftest.tisa.deaignvalues are these effective G6/01/2301.3 byh1.SC Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F07 GABLE 1 1 R43351184 Pacific camber 3 Truss Co., Lake Oswego, Job Reference(optional) Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:53 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-7YPOQNkykECLgZZfS_?n7j2zcfztFQ1 S2hCziPyCJxy 0-08 Scale=1.39.4 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 e e o o - - a o o e _ o m"-2 e e B 42 I r 7 - - 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= I 1-4-01 2-8-0 4-0-0 5-4-0 I 6-8-0 8-0-0 9-4-0 I 10-8-0 I 12-0-0 I 13-4-0 I 14-8-0 I 16-0-0 I 17-4-0 18-8-0 20-0-0 I 21-4-0 � 22-8-0 23-11-12 1-4-0 1-4-0 1-4-0 1-40 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-n 1-4-n 1-3-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.03 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:112 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 23-11-12. (lb)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,34,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 4,��t} P R Q� SA-1 " 9'INEF0 8 e 2PE y �'0, OREGO tis 40 ,�� $ER Al Pip ` A. NERC EXPIRES:06/30/2015 December 5,2014 4 A WARND5G.'Yeares;n/.ara.nle rs a i READ al T S 074IUTSAND DEVILED MI7EK(tE€?={sc'tdta PAGE MIL 7413 rex 1,/d/ZtIIS g'IISEpitii Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MITek` fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl 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 Swoct ern pin.$3P)iumtxnr is s#secifised.Ow design values are them effective 06/03/2413 byALSt Job Truss Twos Type Oty Ply POLYGON 843351165 FLOOR GIRDER 1 I 1 PL14-412_UPPER FOB Job Reference(optional) 7.530 s Jul 11 2014 Mitek Industries,Inc.Thu Dec 04 12:13:54 2014 Page 1 Pacific Lumber B Truss Co., Lake Oswego,Oregon ID:c53KNt9S8dZAN9Lp`MIEnZkyCd11-blundjlaVYLCIjBs?hWOgwb8Y3J0_g1bHKx�XEEryCJxx "1..119tie 1-7-17 T 1 2-0-0 1 n Scale=1:42.9 3x6= 3x4 II 3x4= 3x4= 3x4= 3x4= 3x6 FP=3x4 = 454 = 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 _ - :.1 NV41104.4444144&)41 A 0 25 e 20 t9 18 17 16 24 23 22 x1 355= 3x5= 4x6= 354= 356= -=3x5= 3x6 FP= 3x5= 355 25-2-0 23-6-12 z 1 5.-1:8 1-5-12 1 23b-12 Plate Offsets((.Y)— 11:Edae.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.12 Vert(LL) 0.00 18 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.05 Vert(TL) -0.02 23-24 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.00 18 n/a n/a Weight 138 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD 2x4 DF 2400F 2.0E(flat) BOT CHORD Rigid rtiadirectly applied or 6-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 23-8-4. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)18 Max Gray All reactions 250 lb or less at joint(s)24 except 17=768(LC 1),17=768(LC 1),23=392(LC 3), 21=364(LC 3),20=363(LC 3),19=361(LC 3),18=296(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 16-25=-377/0,25-26=-377/0,15-26=-377/0,1314=0/286 BOT CHORD 16-17=-266/0 WEBS 14-170-579/0,14-16=0/474 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)272 lb down at 24-11-12 on top PROF�� chord. The design/selection of such connection device(s)is the responsibility of others. { 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ��, , of j1 E cS'J0 LOAD CASE(S) Standard - $�ti2�IE 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ` Uniform Loads(plf) Vert:16-24=-8,1-14=-80,14-15=-180(F=-100) Concentrated Loads(Ib) Vert:15=-272(F) U) Ckl 7 �'0 ()REGO q?©1I O � $ER \O P* ` A. He ''t, EXPIRES:06/30/2015 December 5,2014 e .r 1 ®4dd:sra Verify design;Amax�rw and READ MPS GNTN.TS AAS morn:YfTEK REFERENCE PAGE i9IL i:F3 me t;Z9J2�3d ft&�3.TE 17� Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and n for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not taus designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability le`k" 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 Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/1P11 Quality Criteda,DSB-89 and BCSI Building Component 7777 Greenbackea,CA,L ne,Su t#spa. Information ia%aTruss zd Institute,avaues are t9;asc uc�saue 04/0112:01.3 by bey AtSC a. Job Truss Truss Type Qty Ply POLYGON R43351186 PL14-412_UPPER F09 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:55 2014 Paget I D:c53KNt9S8dZANgLpvMEnZkyCd11-4xX8r31CGrT3wtj2ZP2FC88KOSfMj KXI Vh4m HyCJxw 1 2 Scale=1:14.0 3 4 5 6 7 16 0 0 N 15 — — — — — • 14 13 12 11 10 9 8 1-4-0 I 2-8-0 I 40-0 I 5-4-0 I 6-8-0 I 7-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-8-0 LOADING(ps() SPACING- 2-0-0 CSI. DEFL- in (lac) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:38 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 7-4-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)14,8,13,12,11,10,9 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard likED PROPE ss �c`� ��,aGIN 15 �p2 87022PE <' 7 �-,x 0REGO (1� jU ��SER11 �� ` A- HER EXPIRES:06/30/2015 December 5,2014 f ®WA RIVIt s-Yedty del,,gn pram furs sod READ DUES ON mrsAn 2.hnizED PlITEK REFERENCE PAGE 811.7413 ree I,/251.241&Ls£P...<IEUS£ Design valid for use only with MiTek connectors.The design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 11111 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the resporuibillity 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 Quail/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 1f Southern.Plate OP) r in speeifi;r>:d„the4*sngt refuel are thass of estive 06/01/2015 fx}f AIESfi 5 Job Truss - Truss Type Qty Ply POLYGON R43351187 PL14-412_UPPER F10 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:55 2014 PamgeHyCJxw ID:c53f Nt9S8dZANgLpvMEnZkyCdl1-4xX8r31CGrT3wtj2ZP2FC88KNSfLjKWIV_ 0/ 1 2 3 4 5 6 Scale=1:12.8 14 0 0 '' N J 13 12 11 10 9 8 7 2-8-0 4-0-05-4-0 I 6-2-12 I 1-4-0 1-4-0 I 1-4-0 I I 1-4-0 I 1-4-0 0-10-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 7 n/a n/a Weight:33 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 6-2-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)12,7,11,10,9,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ��4ED PROFESS 44 8S2PE �. <` y �••"0? OREGO (lc?4 i C� �41BER 1\ P� 0'S A. HO"' EXPIRES:06/30/2015 December 5,2014 I I 1111 ®W4(NMC-Verify designpraram ren and'READ IC TS ONridrSANC i:S f.t/E€t1if1T€,YREFER€MTE Ma MIL 7473fesI/25/78ISBECAME Design valid for use only with Mick connectors.This design is based only upon parameters shown,and k 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 n the responsibillity of the Mire*.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/TP11 Quality Criteria,DSB-89 and SCSI Building Component 7 jus menta,CA,ne,Su Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. if EooGiern pane fSP).//umber is spuctfle4,tiredcaian.entries DM ttasn effact:-+_n D6fO1 f2O1.3 IsyALSC • Job Truss Truss Type Qty Ply POLYGON PL14412_UPPER F11 Floor 843351188 6 1 Parc Lumber 8 Truss Co., Lake Oswego, Job Reference(optional) eg Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 1213:56 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-Y75X20mg19bwX11E76ZUILgTFsv4Sf4ukeQdJkyCJxv 0-1-8 HI 1-8-12 1 1 1-6-8 1 2-0-0 1 Scale=1:38.0 3x4= 3x4= 3x4 II 4x4= 3x4= 3x4= 3x8 FP= 3x5= 1 2 3 m 4 5 6 7 8 9 10 11 12 13 /MAg 0 o m a 0 / X /of 4/010" a N e T \'- e . le 21 20 19 18 17 16 15 14 3x6= 3x6 FP= 3x5= 3x5 = 3x6= 3x4= 4x6= I 1-11-12 2- 22-4-12 1-11-12 0-i-8 20-3-8 I LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.12 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.42 Vert(TL) -0.19 16-17 >999 360 BCLL 0.0 Rep Stress lncr NO WB 0.52 Horz(TL) 0.05 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:120 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except REACTIONS. (lb/size) 14=856/0-2-12 (min.0-1-8),20=1364/0-5-8 (min.0-1-8) 6-0-0 oc bracing:18-20. Max Grav14=880(LC 4),20=1364(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/346,2-3=0/345,3-4=-1381/0,4-5=-1381/0,5-6=-2237/0,6-7=-2237/0,7-8=-2294/0,8-9=-2294/0, 9-10=-2294/0,10-11=1556/0,11-12=1556/0 BOT CHORD 19-20=-138/646,18-19=-138/646,17-18=0/1900,16-17=0/2357,15-16=0/2017,14-15=0/881 WEBS 1-20=-484/0,12-14=1191/0,12-15=0/912,10-15=-623/0,10-16=0/374,5-17=0/492,5-18=-737/0,3-18=0/1034, 3-20=1116/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/IP'1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)272 lb down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 1) PR ares 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) StandardCo' j� jE�C �/� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 �7 Uniform Loads(plf) 8702€rE 1<, Vert:14-21=-8,1-13=-80 Concentrated Loads(Ib) Vert:1=272(F) 57 �"0, , ()REGION re- jU�/ A- HER EXPIRES:06/30/2015 December 5,2014 i I lPAM WIT design paramtzrs aff:7 READ 8 IES ON MIS AND mama!MIT€:'C.P.EFEBf'Rt7 PAGE t4I7 7 473 CEK 1,125/2014BEM RISE ini. Design valid for use only with Mick connectors.The design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Bonding 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)'Sil lr.rrstarr r is serifiau&the dastgn values are These effective 06/01/2013 hyA&C JNNSS Type - Qty Ply POLYGON R43351189 (FLOOR GIRDER 1 1 PL14ob412_UPPER TF12SS T JOb RefefeflCe(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:58 2014 Page 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon ID:c53KNt9S8dZANgLpvMEnZkyCd11-UVVDHT4o4YmrenKRdEXbygmmrigeewfeBByvkNcyCJxt 0-1-B H I 1-2-12 I p-8-41 2-0-0 1 Scale=1:43.4 1.5z3= 3x6 FP= 3x6 FP= 1.5x3= 4x6 II 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 j ..:\• H m dz I L I I I I`l , L"z o . a 03 701 20 19 18 17 25 24 23 22 213x4= 1.5x3 I I 4x6= 3x6 FP= 3x5 = 3x5= 3x5= 3x5= 25-2-0 I I 1-5-121-7-4 23-(+12 1-5-120-i-8 Plate Offsets(XX)— 11:0-1-8.0-0-81 LOADING(psf) SPACING- 1-0-0 CSI. DEFL- in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) -0.09 20 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.22 Vert(TL) -0.15 19-20 >999 360 BCLL 0.0 Rep Stress Incr NO 1NB 0.14 Horz(TL) 0.04 17 n/a n/a Weight 167 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except TOP CHORD 2x4 DF 2400E 2.OE(flat) end verticals. BOT CHORD 2x4 DF 2400F 2.0E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF No.1&Btr(flat) 6-0-0 oc bracing:24-25,23-24. REACTIONS. (lb/size) 17=622/Mechanical,24=2401/0-5-8 (min.0-1-8) Max Grav17=640(LC 4),24=2401(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/297,2-3=0/293,3-4=-839/24,4-5=-839/24,5-6=-1707/0,6-7=-1707/0, 7-8=-1707/0,8-9=2057/0,9-10=-2057/0,10-11=-1891/0,11-12=-1891/0, 12-13=-1891/0,13-14=-1210/0,14-15=-1210/0 BOT CHORD 22-23=0/1327,21-22=0/1327,20-21=0/1933,19-20=0/2024,18-19=0/1603,17-18=0/668 WEBS 2-24=-1393/0,1-24=-465/0,15-17=-890/0,15-18=0/720,13-18=-524/0,13-19=0/382, 8-21=-329/0,5-21=0/530,5-23=-678/0,3-23=0/857,3-24=-709/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. RE� P � � 6)CAUTION,Do not erect truss backwards. t( tS 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)272 lb down at 0-1-8,and 1230 lbs, �N�(� �' ��AL 9 down at 1-8-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �' ���22 . LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) . Vert:17-25=-5,1-2=-150(F=-100),2-16=-50 7 �A0� ©REGO * iv Concentrated Loads(Ib) �' Q Vert:1=-272(F)2=-1230(F) �'C1 OREG Z\ A. He EXPIRES:06/30/2015 December 5,2014 MIMEO � i I ®GYAi4Nf"�-Verity deai�n Ya;arax fstx and READ NMON MS ANC fi{XC�`ED..#PT€.K REFERENCE PAGE MT 7:73 2r..2 fZ3fZCi&H>�'3.Rf'tISE ». Design valid for use only with M7ek connectors.This design is based ony 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 MiTek* 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 Lane,Suite 109 fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/IP11 Quallly Criteria,DSB-B9 and BCS(Building Component Citrus Greenbackea, L ne,Sa it Swa Information Paint t5Y}lumlbxris+spoctta of a designs Institute,gues areetease Street,Suite 06/O0[Ot ayA3e 4. Job Truss - Truss Type Qty Ply POLYGON PL14-412 UPPER F13 R43351190 Floor 5 1 Job Reference(optional) Pacfic Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:58 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-U WDHT4o4YmrrenKRdEXbygmmpJg(ywgcBByvkNcyCJxt I a-6-4 4xd—1 1-2-n I I 0-8-7 4xd-4 1-2-0 1 1 0-6-1f� �Wp 11 1 1 2 3 4 5 4x4= 6 Scale=1:12.9 13 0 0 0 N O r, 12 11 10 4x4= 9 8 4, 4x4— 4X4— I 2-10-11 1 3-5-11 1 4-0-11 I 411-4 2-41-11 0-7-0 0-7-0 0-10-9 Plate Offsets(X.Y)-- 12:0-1-8 Edge] [4'0-1-8.Edgej.15:0-1-8 Edge] [7:Edge.0-1-83.[10'0-1-8.Edge]j12:Edge 0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.13 Vert(LL) -0.02 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.03 9-10 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.07 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 37 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=209/Mechanical,7=204/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-12=-314/0,5-7=-306/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards: LOAD CASE(S) Standard t} PROk-s, �c� � �NG]N�-� l� 4t- 87022PE -7< to >tv IV � "�,,; OREG•N rtti / 0 '4.BER •1 �G7 00` A,. HER EXPIRES:86/3012015 December 5,2014 4 9 E3'A.mmti Verify design pram r5-and REM W7IS ON IRIS AND MOB NM(REFERENCE PASSE M 7473 rcc J,'i5f2cF3d f5- �� Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. '• Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown111 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the e erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 QuaPiy 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 PiavefSP)lumber iseOsect$iesf,,the design..ratancs are thane affective 06/Os/2013 tsyMSC Truss TFboNSsr .C: Type Qty Ply 1 POLYGON R43351191 Job PL14-412_UPPER F14 JOb Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:59 2014 Page 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon ID7.530 0-1-8 °148 H 11-0-8 I 7-643 I Scale=1:41.5 2 8 3x4= 3x4= 3x6 FP= 4x5 = 4 = 3x4= 7 8 9 10 11 12 1 2 3 4 5 6 g � o '.i e e gzee, 23 a 22 �a ' e 0-11 14 13 19 18 17 16 15 4x6= 3x4= 3x4= 4x8= 3x6 FP= 3x5= 3x5= 1.5x3 SP= 24-6-8 I 24-6-8 LOADING(psf) SPACING- 113 40.0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 Vert(LL)TC 0.27 ( ) -0.23 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) -0.39 15-16 >747 360 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.08 13 n/a n/a Weight:124 lb FT=0%F,0%EBCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 DF Noflat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (lb/size) 13=1063/0-5-4 (min.0-1-8),19=1063/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1792/0,3-4=-1792/0,4-5=-3197/0,5-6=-3197/0,6-7=-3371/0,7-8=-3371/0,8-9=-2318/0,9-10=-2318/0, 10-11=-2318/0 BOT CHORD 18-19=0/611,17-18=0/2634,16-17=0/2634,15-16=0/3425,14-15=0/2986,13-14=0/1317 WEBS 11-13=-1632/0,11-14=0/1239,8-14=829/0,8-15=0/477,6-16=-282/0,4-16=0/698,4-18=-1044/0,2-18=0/1463, 2-19=-1205/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/I-Pi 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.13?X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ��,EO PRO/ 2 870 2PE ,6 OREGO -PC'� BER ,1C� A. NEP EXPIRES:06/30/2015 December 5,2014 1 a / ®1ARNY -Verify deafynrarar mrs aad REM ICTES OWE ANC MIMED HIM(REFERENCE.PAGE MIT.1473;cc 1,/1512E148EF0(tELGE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify of the MiT@k., 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/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 777777s Greenback kL,ne,Su Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. rfkaa#her tPuu ispl turittea lseg*zbfied.the..tteaignuvtaees ace:these elitective 0,5103/2013 bVAtSC Job Truss Truss Type Qty Ply POLYGON PLI4412_UPPER F15 FLOOR R43351192 1 1 Pacific Lumber 8 Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:00 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-QvK1 umpL4O5M0ebOMydQvBr7xTIgoYkUfGOrSVyCJxr 1 0-6-4 1 1 1-2-0 1 I 0.8-7 11 1-2-0 11 1-5-1 I 2-6-0 1 Scale=1:16.4 1.5x3 II 4x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 1 2 3 4x4= 4 5 6 7 0 0 N 1 _\'- 13 12 11 10 9 3x4 = 8 1.5x3 II 1.5x3 II 4x4= 4x4= 3x4= 1 2-10-11 1 3-5-11 4-0-11 1f 8-2-12 2-10-11 0-7-0 0-7-0 42-1 1 Plate Offsets(X 10- 12:0-1-8.Edge] [3:0-1-8.Edgel.[9:0-1-8.Edge].[10:0-1-8.Edge] [13:Edge 0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) -0.03 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.32 Vert(TL) -0.06 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:49 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=356/Mechanical,8=356/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=380/0,4-5=-380/0,5-6=-380/0 BOT CHORD 9-10=0/380,8-9=0/353 WEBS 410=262/0,2-13=-620/0,3-10=0/446,6-8=-437/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PRQp f�[} S co t ;iN> - 0 87022P rr „ a cv uy -0„,,„ ORGON ei) < 13 . 4 COss 8ER " A HER EXPIRES:06/30/2015 December 5,2014 t t FmktditJ.Wereydcs4nparamonrsa.dREM WM'SOtiTIES Ale PPKY,t ED HITEK REFERE Pirk Ma 7473(Pc1129/2010BET ISE: ill. .., 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 a 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.Far general guidance regarding MiTele fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Sheet.Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 If 5omthern Pipe(Sp)tarsus s isscntted,rhedesign aa}sses are those sffsstus 06/031/201.3AL f2083 by MSC Jab Truss Truss Type Qty Ply POLYGON R43351193 FLOOR 9 1 PL14-412_UPPER P18 Job Reference(optional) 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Dec 04 12:14:01 2014 Page 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon ID:c53KNt9S8dZANgLpvMEnayCd11-u5uQ56gzrhDDeoACwfBfSPOJ5ta87uxduw80_xyCJxq 0-1-8 H I 1-2-12 I fl-e-41 7-0-0 1 Scale=1:42.8 455= 3x4= 3x4 II 3x4= 3x4 = 3x4= 3x6 FP=354= 454= g 10 11 12 13 14 15 1 2 3 4 5 6 7 8 _ is - Mil ' N\t/ ,Ilr NIZ I / N d 2 -IL ►� 19 18 17 16 24 23 22 21 20 4x6= 4x6 = 3x6 FP= 3x5= 3x5= 3x5= 4x6= 354= 25-2-0 I 1 1-5-12 1-Tr423-5-12 1-5-12 0-1-91-9 1-R LOADING(pso40.0 SPACING- 1-7-3.0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) -0.21 19 >999 480 MT20 220/195 TCLL 40.0 PlatesumbrIIncrease 1.00 BTC 0.23 -0.33 18-19 >867 360 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.07 16 n/a n/a Weight:1361b FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except TOP CHORD 2x4 DF No.1&Btr(flat) end verticals. BOT CHORD 2x4 DF No.1&Btr(flat) BOT CHORD Rigid vertical directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Stud/Std(flat) 6-0-0 oc bracing:22-23. REACTIONS. (lb/size) 16=1013/Mechanical,23=1450/0-5-8 (min.0-1-8) Max Grav16=1028(LC 4),23=1450(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-1350/0,4-5=-1350/0,5-6=-2679/0,6-7=-2679/0,7-8=-3209/0,8-9=-3209/0,9-10=-2943/0,10-11=-2943/0, 11-12=-2943/0,12-13=-1881/0,13-14=-1881/0 BOT CHORD 22-23=-123/379,21-22=0/2105,20-21=0/2105,19-20=0/3036,18-19=0/3168,17-1800/2504,16-17=0/1043 WEBS 14-16=-1410/0,14-17=0/1132,12-17=-842/0,12-18=0/593,9-18=-304/0,7-19=0/256,7-20=-504/0,5-20=0/797, 5-22=-1042/0,1-23=-399/0,3-22=0/1335,3-23=-1100/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)272 lb down at 0-2-4 on top chord. � � ���F�tS' The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). \4 ( ��0 LOAD CASE(S) Standard •t 2PE f 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 / Uniform Loads(plf) Vert:16-24=-8,1-15=-80 Concentrated Loads(Ib) (1) / , Vert:1=-272(F) yCV' �,p Ow rf1 40 11' ©sA. H �*P EXPIRES:06/30/2015 December 5,2014 6 MAIN ®wARNA6-11erifirdedg5 Foram fus and READ IMES 07v MS AN MUM MITE,K T1IFERE:Va.PAGE MU 7473 re 1/25/20/4/MLS R l& 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-not truss designer.Bracing shown PilMlfl l 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 Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7s Greenbackea,CA,L ne,Su Sar�iti.ril Pine OMlavailable amie ris specified,Plate thezilesigaInstitute, li cues are markt effective 312,Alexandria,0S120Y. by C 22314. Job Truss Truss Type Qty Ply POLYGON R43351194 PL14-412_UPPER F17 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 NTH(Industries,Inc.Thu Dec 04 12:14:02 2014 Page 1 ID:c53KNt9S8dZANgLpvM En2lcyCd l l-M HSoJSrbc?L3FylOTNgu?cwUQ HwdsKwn6atyWNyCJxp 4-7-01 2-6-0 1 01-8 Scale=1:40.7 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 st\! 7_,N.7 .N,.7 , 7,N.,_ 21odor \em 3 s A 20 19 18 17 16 15 14 13 4x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 0-0-)8 23-11-12 23-10-4 Plate Offsets(X Y)— (19:Edge.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.22 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.36 15-16 >783 360 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:120 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1043/0-5-4 (min.0-1-8),19=1043/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1581/0,3-4=-1581/0,4-5=-3040/0,5-6=-3040/0,6-7=-3266/0,7-8=-3266/0,8-9=-2265/0,9-10=-2265/0, 10-11=-2265/0 BOT CHORD 18-19=0/377,17-18=0/2450,16-17=0/2450,15-16=0/3294,14-15=0/2907,13-14=0/1291 WEBS 11-13=-1600/0,11-14=0/1207,8-14=-796/0,8-15=0/444,6-16=-314/0,4-16=0/731,4-18=-1077/0,2-18=0/1492, 2-19=-1125/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard V� PRQ F6' �6\" NG(NEfi� ro. 87022P, r .g"...; '0,,,, OR GON r �N 'P�,�F'qiB'ER �� Yom" `sr A. NERC EXPIRES:86/30/2015 December 5,2014 4 rm3 verity do sxzlnaramfErsandfda 0AaCd€SON7ft13AND Zua€fiN.T€?t'REFERENCE PAGE mI1.74T3;eci;'I4J2CP&MI4£USr IIIMMI Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. . Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 11111111 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MITek.. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Crlteda,DSB-89 and SCSI Building Component Safely Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 ethos Heights,CA,95610 if Saathenss Fine OPT tronbes is cried,tha'design aahcas ace Mose eliesthre 06/01/201.3 tryALSC • Job - Truss Truss Type Qty Ply POLYGON R43351195 PL14-412_UPPER F18 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:03 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-rTOAWosDNJTwt6Ka14B7XgTfHhG2bnOwLEdV2gyCJxo 0-1-8 2g0 I Scale=1:40.1 6x6= 3x4= 3x4= 3x4=3x6 FP= 4x5= 3 4 5 6 7 8 9 10 11 12 1 2 c m ❑ ..;2. e e_ e 20 IIII'�� I' Z eZ Z 7 ';II i :413 19 18 17 16 15 14 6x6= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 23-8-0 { 23-8-0 Plate Offsets(X.Y)— f19:Edae.0-1-81.f19:0-1-8.0-0-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.21 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.53 Vert(TL) -0.35 15-16 >803 360 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.07 13 n/a n/a Weight:120 lb F f=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1032/Mechanical,19=1027/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1461/0,3-4=-1461/0,4-5=-2950/0,5-6=-2950/0,6-7=-3206/0,7-8=-3206/0,8-9=-2235/0,9-10=-2235/0, 10-11=-2235/0 BOT CHORD 17-18=0/2345,16-17=0/2345,15-16=0/3219,14-15=0/2862,13-14=0/1276 WEBS 11-13=-1581/0,11-14=0/1188,8-14=-777/0,8-15=0/426,6-16=-333/0,4-16=0/750,4-18=-1095/0,2-18=0/1511, 2-19=-1125/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)19 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. , V) P R Oren CASE(S) Standard cj GI NE$.� �Jo-s. 87022PE f 5. ��4' DREG N (p 4ti 4 C�©Fw8EB t\ P� A. Heb EXPIRES:06/30/2015 December 5,2014 f 1 ®SBJtJffhra. itrdcsipn;.aamerersand READ A IESCHTHIS L41 I n1417EKREFEREMCEf Mir 7473rem1/28/261$BEMUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and i 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 n the resporuibillity of the MiTek' 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,DSB-89 and SCSI Building Component 7777 Greenbackea, L,ne,Su it Sauhitherst Pune available �.nrrber is speciied,athe design 7vatues ant these effecactive a6/Olf2,01A for ALSO 22314. Job Truss Truss Type Qty - Ply POLYGON PL14d12_UPPER F19 FLOOR GIRDER R43351196 2 1 Pacific Lumber&Truss Co, Lake Oswego,Oregon Job Reference(optional) eg, 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 1214:04 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd 11-JgaYk7sr8cbnV Fvnbni M41?r451(KMh4auM2bGyCJxn 0-1-8 HI 1-8-12 I I 2-2-0 I 2-6-0 Scale=1:38.5 1.5)(3= 3x6 FP= 1.5x3= 5x6 I I 3x6 FP= 4x6 II 1 2 3 4 5 6 7 8 9 10 11 12 in --"NS1.--- 41 A OM 19 18 17 16 Z 15 • 14 13 1.5x3 II 3x6 FP= 3x8= 3x5= 3x4= I 1-11-12 2-I1]4 22-4-12 1-11-12 0-1-8 20-3-8 I Plate Offsets(X Y)— [1'0-1-8 0-0-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.12 Vert(LL) -0.05 15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.13 Vert(TL) -0.09 15-16 >999 360 BCLL 0.0 Rep Stress lncr NO WB 0.23 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:143 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400E 2.OE(flat) end verticals. WEBS 2x4 DF No.t&Btr(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 13=811/0-5-8 (min.0-1-8),18=3148/0-5-8 (min.0-1-8) Max Horz13=-1594(LC 4),18=1594(LC 4) Max Grav13=868(LC 4),18=3148(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/829,2-3=0/828,3-4=-1649/154,4-5=-1649/154,5-6=-1649/154,6-7=-2380/0, 7-8=-2380/0,8-9=-1842/0,9-10=-1842/0,10-11=-1842/0 BOT CHORD 17-18=-1035/0,16-17=-1035/0,15-16=0/575,14-15=0/749,13-14=-501/163 WEBS 2-18=-1533/0,1-18=-1113/0,11-13=-1338/0,11-14=0/917,8-14=-519/1,6-15=0/360, 6-16=-731/0,3-16=0/1140,3-18=-1355/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)Non Standard bearing condition. Review required. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)608 lb down at 0-1-8,and 1200 lb -AY: 6:51 PR 0�6:51 down at 2-3-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. \ NG]N� ✓O 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ± LOAD CASE(S) Standard 87022P- 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plt) Vert:13-19=-8,1-2=-180(F=-100),2-12=-80 . - ' i Concentrated Loads(Ib) .. Vert:1=-608(F)2=-1200(F) '3 n ,�OR GON . �1 0 1I"R 1\ O A. HO; A EXPIRES:06/30/2015 December 5,2014 s 14krog% Ve e r.Py design pararnetars aadd2i=AL+WITS C717741SAND MIMED M.7£k'R€fEkEh>tz PAGE MIL 1473 rex 1;129f2014 Bl��4E't �r Design valid for use only with MiTek connectors.The design is based only upon parameters shown,and is for on individual building component. '• Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown e for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek" fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Muss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 if-Saw/sem pine 45P)id bee is spnuhect,tne design values are:these effective 46/01/201.3 by MSC • Job - Truss Truss Type IOfy Ply POLYGON R43351197 Supported Gable 1 1 PL14412_UPPER F20 Floor upporte Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:04 2014 Page 1 Pacific Lumber&Truss co., Lake Oswego,Oregon ID:c53KNt9S8dZANgLpvMEnZkyCd11-JgaYk7sr8cbnVFvnbniM41?s65kRKPk4auM2bGyCJxn Scale=1:18.7 1 2 3 4 5 6 7 8 9 10 e. 0 0 J a J O 4 O_ — — — 0 d N P O 9 O O O O 20 19 18 17 16 15 14 13 12 11 11-4-8 i i 11-4-8 LOADING SPACING- 2-0-0 CSL DEFL. in (lac) I/dell Lid PLATES GRIP 40.0 TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 11 n/a n/a Weight:55 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 DF No flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 11-4-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)20,11,19,18,17,16,15,14,13,12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard teSk� .°) PRQ/ 8S2PE fr f, cn5. N �A OREGO (d 4 ?On BER �1,65 ��v�' A. HE EXPIRES:06/34/2015 December 5,2014 i i A I&ARNLY5-Ye:'lydesign 7000*.mrs ani!READtrTES Olt THIS Ali Thi LCED KIP(REFERENa PAM Mft 7473 ser 1;z9 oto SE S/USE .r Design valid for use only with MiTek connectors.The 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 a the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding 7777 Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/Wit Quality C,Beda,051-89 and SCSI Building Component 7777 Greenbackea,k Lane nSu ft Southern Plrse65P)lorstb r is specified,the 4entges 7yxdu s are ethoseeifedestirce 06/05/2013. .tsyAt5C 22314. Job Truss Truss Type Qty Ply POLYGON 843351198 PL14-412_UPPER F21 Floor 3 1 Job Reference(optiona) Passe Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:05 2014 Page 1 ID:c53KNt9S8dZA4 gLpvMEnZkyCdl l�1s13wxTtUvwj6PUz9V DbcFY'?xU4v3spDoY6c7iyCJxm 1.5xi II 0-7-12 I 2-6-0 1.15x3 II 1 2 4x4= 3 Scale=1:13.0 IN 4x4= 3x4= 113 3-4-12 I a1 3-3-4 Plate Offsets(X.Y)— [5:Edge.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft LAI PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 ••'• 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.02 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:21 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=144/0-1-8 (min.0-1-8),5=144/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ccOPRQFS 4,4 r87022PE � ti y�-0x, tREGO � - � 04f8ER1 . ` A. Heck- EXPIRES: ebEXPIRES:06/30/2015 December 5,2014 e _ P ^'y esra;aaraAmrs;pi RFAt�fC7i'SG"i3NZS:+WCtAKZL�`€t�.#PF€.Yes€€:REt,R�t346z'MIT 7:73rccS;Z3f2�+ZREf.�,� � Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and B for an individual building component. �" Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MITek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,10 109 1f Southern Pine tOPTPr ber heartsuttee,the designeattres am effective 06/01,4013 byAtSG Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351199 PL14h12_UPPER F22 Floor 2 1 Job Reference(optional) Pacific Lumber 8 Trims Co., Lake Oswego,Oregon7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:05 2014 Page 1 ID:c53KNt9S8dZANgLpVMEnZkyCd11t1s8wxTtUvwje6PUz9VDbCFY?PU1i3o_DoY6c7IyCJxm I 1-3-4 I 2-3-0 Scale=1:22.6 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4 = 1.5x3 I I 1 3 4 5 6 7 2 Le a d N e- e 9 ', 10 i 3x5= 3x4= 3x4= 3x5= 13-0-4 I I 13-0-4 LOADING SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP 40.0 TCLL 40.0 Plates Increase 1.00 TC 0.14 Vert(LL) -0.02 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.05 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.01 8 n/a n/a Weight:67 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=567/0-2-8 (min.0-1-8),11=567/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-815/0,3-4=-815/0,4-5=-922/0,5-6=-922/0 BOT CHORD 10-11=0/372,9-10=0/984,8-9=0/590 WEBS 6-8=-760/0,6-9=0/427,2-10=0/570,2-11=-643/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8,11. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard \`o- .s iN --/ 2 8 ' 2PE / f (.1) 5. 'OT°REGO t4 4., -p .6-„.W8ER \\�7. P A- HES EXPIRES:06/30/2015 December 5,2014 11 A Mt VIM f3.Ver;?yrfeaign parame Mrs asr READ WITS ON MEDIC MUM 1417E1C REFEREN S PA1 ma7 473 mu if15/Z01d 8ER"t£t/SE _» 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 IYIilI is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction o the responsibillity 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 ek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component Citrus Greenbackea,k L ne,Su IfS Information (Sr)iam from the design eec ecctive Alexandria, O1J OisbpAt a. Floor 7 1 Job (Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F23 R43351200 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) Page 7.530 s Jul 11 2014 koliTek ID:cS3KNt9S8dZANgLpvMEnZkyCdl1-F2iJ8pu6gElnc.Thu Dec 04 12:14:06 2014 rVkZ39iCkg9S59EuJG BUN1Cr9f8yCJxl 2gs0 apt8 Scale=1.36.6 4x4= 3x4= 3x4= 3x4= 3x6 FP= 3x5= 1 2 3 4 5 o. e 6 7 8 9 10 11 roor NN \ 20 � 19 A 18 17 16 15 14 13 12 4x5= 3x6 FP=3x6= 3x5= 3x8= 3x4= I 21-6-12 Plate Offsets 21-6-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.15 14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.43 Vert(TL) -0.25 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:110 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BRACING- BOT CHORD 2x4 DF No.1&Btr(flat) TOP CHORD end Structural wood wood sheathing directly applied or 6-0.0 oc purlins, except WEBS 2x4 DF Stud/Std(flat) end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=937/0-2-12 (min.0-1-8),12=937/0-5-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-949/0,1-2=-414/0,2-3=-414/0,3-4=-2170/0,4-5=-2170/0,5-6=-2686/0,6-7=-2686/0,7-8=-1975/0, 8-9=-1975/0,9-10=-1975/0 BOT CHORD 16-17=0/1437,15-16=0/1437,14-15=0/2569,13-14=0/2472,12-13=0/1146 WEBS 10-12=-1420/0,10.13=0/1027,7-13=-616/0,7-14=0/264,5-15=-495/0,3-15=0/908,3-17=-1267/0,1-17=0/1042 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 4,4-\\ PR� FS tiNG[N�F�9 sip 870 2PE v <(‘ GREG N ti� �� .`\, X4$ A. EXPIRES:O6130/2O15 December 5,2014 ® wARNDE.Yea;ff desiyp paraaclrsrs coc READ!CIES ON THIS AMS mama)E0 HTT€K REFEREM'E PAGE Mfr.7 73 roir 1,1512014 1E 4FL{S€ 1 Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MITek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane, Citrus Heights,CA,95610 10 109 If5>asrx'ho€n Prue(50)turnbecis spez�ad<tars esign>vafa rasa 111055 a4feusrve 06/01/2013 byA SC Job Truss (TrussGABLE Type O1ty Ply POLYGON R43351201 1 PL14-412_UPPER F24 Job Reference(optional) 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Dec 04 12:14:07 2014 Page 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon ID:c53KNt9S8dZANgLpvMEnZkyCd11-jFFhM9vkRXzMMjeMGwF3igdNM119XmV WGsbjBbyCJxk 0- 8 Scale=1:33.5 3x6 FP= 1 2 9 10 11 12 13 14 15 16 17 18 • a 9 9 2 9 2 3 4 5 6 7 8o-e a o a e e o 38 3 d N a 0 o o e s e °. c o 32 31 30 29 28 25 24 23 22 21 2019 34 33 27 26 36 35 3x6 FP= 1-40 2-8-0 4-0-0 5-4-01 6-8-0 1 8-0-0 j 9-4-0 I 10-8-0 i 12-0-0 I 13-4-0 1 14-8-0 1 16-0-0 I 17-4-0 1 18-8-0 1 20-0-0 29-4-12 1-4-0 1-40 1 1-4D j 1-4-0 1-4-0 1-4-0 1-40 1-4-0 1-4-0 1-4-0 1-40 1-4-0 1-0-0 1-4-0 1-4-0 0-4-1 40.0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 LOADING SPACING- 2-0-0 Vert(LL) n/a - n/a 999 MT20 220/195 Plates Increase 1.00 TC 0.05 1.00 BC 0.01 Vert(TL) n/a n/a 999 TCLL 10.0 Lumber Increase \NB 0.03 Horz(TL) 0.00 19 n/a n/a BCLL 0.0 Rep Stress YES BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:97 lb FT=0%F,0%E BRACING- TUMBER- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except TOP CHORD 2x4 DF No.1&Btr(flat) end verticals. BOT CHORD 2x4 DF No.1&Btr(flat) BOT CHORD Rigid rtiadirectly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 20-4-12. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)19 Max Gray All reactions 250 lb or less at joint(s)36,19,35,34,33,32,31,30,29,28,27,26,25,23,22, 21,20 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI . 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.13V X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 4,(yc O PRO1 e. c NE .. 87022PE c - tv S �TOR � � OQ' ER v�Va A H0 EXPIRES:06/30/2015 December 5,2014 s ~ t ®KAMI/13.Way design Yam=EG and REAP WIER OR THIS A I)matzoMITER P€FEf€ME PAGE MU 7473 rex.1;25/2610BEMt/5E MI Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ���@�C erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Greenba fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/711 Quality Criteria,DSB-89 and BCSI Building Component 77 u Heights k Lane,neSuite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. fi Sautt+ern:Mr.OSP)tzrmhxe is specified„thcdesfg+s values are these wifirctiera 06/0412$113 by MSC • Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F25 GABLE 1 1 R43351202 Pacific Lumber&Truss Co., Lake Osw Job Reference(optional) ego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:08 2014 Page 1 ID.c53KNt9S8dZANgLpvMEnZkyCdl l-BRp3ZVvMCr5D2tCYgdnIEtAXIi5JGDMV WKGk1 yCJxj OAS Scale=1:35.4 3x6 FP= 1 2 3 4 5 6 7 8 9 10 1-1 12 13 14 15 16 17 18 • e o a a a e o a a o a a---. o e c e 38 0 N 4 XXXXXXXXXXXX XX-� XXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXX XXXXXXXXX0q 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x6 FP= I 1-4-0 2-8-0 I 4-0-0 5-4-0 I 6-8-08-0-0 I I 9-4-0 I 10-8-0 12-0-0 13-4-0 14-8-0 I 16-0-0 17-4-0 I 18-8-0 I 20-0-0 21-6-12 1-4-0 1-4-0 1-0-0 1-4-0 1-4-0 1-4-0 1-4-f) 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-6-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 19 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:100 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 21-6-12. (lb)- Max Gray All reactions 250 lb or less at joint(s)36,19,35,34,33,31,30,29,28,27,26,25,24,23,22, 21,20 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard SS . GINE' -9 fp - 87022PE r 547 m0.ah OREGO cL© i Is k',v/SER. '\•\...„‘Z'\ ` A. HE EXPIRES:06/30/2015 December 5,2014 4 Ar 6fA#INf%-Vear*lip pararneprs and READ PC IES ON THIS AM MILTED HITEKIWEFcEN a PAGE mu 7473 rE&1/25/201$ EUSE �� Design valid for use only with M7ek connectors.Tha design is based only upon parameters shown,and is for an individual building component. '. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek` fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Qualfly Cdledo,DSB-89 and BCS!Building Component Safely Informofon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95810 if-Southern Pine)SPta ) nber #s is ecifiad,the6esige uatuus one those e4fective DG/05/201.3 fryAtSC • Job Truss --- Truss Type - - Qty ---Ply POLYGON R43351203 PL14Floor 3 1 412_UPPER F26 Job Reference(optional) 7.530 s Jul 11 2014 WIN(Industries,Inc.Thu Dec 04 12:14:09 2014 Page CJXi Pacific Lumber Truss Co., Lake Oswego,Oregon ID:c53KNt9S8dZANgLpvMErlayCd11-fdNRnrw_z9D4b1nkOLIXn5jfU6Jz?VtpjA4pGT Y ads 1-0-4 2-6-0 j Scale=1:41.5 304= 3x4= 3x6 FP= 4x5 = 4x6= 3x4= 8 9 10 11 12 5 8 7 1 2 3 4 = m BB 21 I/ i♦ I II d I a•I _ 20 I 14 13 19 18 17 16 15 _ 3x4= 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6 1.5x3 SP= 24-4-12 i 0- 01/8 24-4-12 24-3-4 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP LOADING 40.0 PlatesPPACING- 1.00110 TC 0.27 Vert(LL) -0.23 15-16 >999 480 MT20 220/195 TCDL 10.0 Increase Lumber Increase 1.00 BC 0.56 TCLL 40.0Vert(TL) -0.39 15-16 >748 360 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.08 13 n/a n/a Weight 122 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end veRirals. BOT CHORD 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (lb/size) 13=1062/0-5-4 (min.0-1-8),19=106210-1-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1782/0,3-4=-1782/0,4-5=-3190/0,5-6=-3190/0,6-7=-3366/0,7-8=-3366/0,8-9=-2315/0,9-10=-2315/0, 10.11=-2315/0 BOT CHORD 18-19=0/600,17-18=0/2626,16-17=0/2626,15-16=0/3419,14-15=0/2982,13-14=0/1316 WEBS 11-13=-1631/0,11-14=0/1238,8-14=-827/0,8-15=0/475,6-16=-283/0,4-16=0/699,4-18=-1045/0,2-18=0/1464, 2-19=-1200/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. joint(s)19. 2)Provide mechanical connection(by others)of truss to bearing plate at 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/I-PI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard , , D PR Qpex,, 4N�'INr~ 9. -ire 2 87022PE c C‘.‘ ery GREG•N ti) ur Q© -ISER � � EXPIRES:06/30/2015 December 5,2014 ®MAMgs,S Verily design parame mrs and REM KIES Oti MIS ANC MUM Ffl TEN REFERENCE PAGE.Mit 7473 re 1125/101$BEMUSE Design valid for use only with Milek connectors.This design is based only upon parameters shown,and s 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 7777 Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPU Quality Criteria,D5B-89 and BCSI Building Component Citrus Greenbackea, L ne,Su Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. If Southern eine OP)lumber is specified,the klinsigovalsors aretiiose~eve lr7A1.5C Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F27 Floor 2 1 R43351204 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:09 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-fdNRnrw z9D4b1nkOLIXn5jhg6Or?bHpjA4pGTyCJxi 1-7-12 2-6-0 I 0-f-I8 Scarle=1:25.6 1.5x3 II 1.5x3=- 1.5x3 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3= 1L1 2 3 4 5 6 7 � 13 0 ,' a e 12 14k 10 9 S 3x4= 3x5= 3x5= 3x4= 0-1-8oille 14-9-4 14-7-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.25 Vert(TL) -0.08 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:75 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=639/0-5-4 (min.0-1-8),11=639/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1057/0,3-4=-1057/0,4-5=-1160/0,5-6=-1160/0 BOT CHORD 10.11=0/527,9-10=0/1250,8-9=0/739 WEBS 6-8=-915/0,6-9=0/522,2-10=0/657,2-11=-782/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/I-PI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard co. IN j �* sft0 'tt✓ f7 870 2PE -y), QREGO . �4$' ER \� \�SA H # EXPIRES:05/30/2015 December 5,2014 k iP.ftNT . ® -Y erfiyu'es4nparanaeta-sandREAD tiKTES GYTHIS ANT ZAaItfDMPTEKftEF::tz'tJtEPrIGcMM.7>73rer.I;N2tild8EJ4FUSE �•• Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTerk` fabrication,quality control.storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 :#Southern Pine )tomribbes is specified,the.detfgrs values ate..these trifectitte 061II1/2301.3 b}rA45C • Job Truss Truss Type Qty Ply POLYGON R43351205 PL14-412_UPPER F28 FLOOR SUPPORTED GAEL 25 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:09 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-fdNRnrw_z9D4b1 nkOLIXn5jji6Rc?gUpjA4pGTyCJxi 1-0-8 1.5x3 II 1 3x4= 2 Scale=1:13.2 F 4 �������♦�7, ,�►jw 1.5x3 II 3x4= 0. 1-3-8 I 0. 3 1-3-8 LOADING 40.0 SPACING- 2-0-0 CSI- DEFL- in (loc) 1/de,,,,ft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) 0.00 4 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Weight:11 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=64/1-3-11 (min.0-1-8),3=64/1-3-11 (min.0-1-8),3=64/1-3-11 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard AOP R QFeS INE 0 zt 87022PE r" 5. (Zk, IV � -0 OREG N <1�Q �0O4/8 ER .k A. H eCk EXPIRES:06/30/2015 December 5,2014 4 _ 4 ®WARM%-tinnilydxv/bra uameersa:,dREAD MilESONTHIS AM71,KI E0H:TEKREFEFEPKE8r4fSMIS7473rex3129/2014B EU?SE ` 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 constructions 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/TPI7 Quality Criteria,DSB-89 and BCSI Building Component 7777 Heights,CL ne,So Safely information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. PS„uttaamre Pane OP)t rmtrm+tz Spardigd,the esteem values an msse 1o1/2013 by MSC Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F29 FLOOR SUPPORTED GABL 1 1 R43351206 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:10 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-7gxp_BxckSMxDBMxx2pmJlFuhVntk7kyygpNowyCJxh 0-10-12 1.5x3 11 3x4 = 2 Scale=1:13.2 0 0 • 4 ��������� 1•4/P 1.5x3 II 3x4= 0-w r 1-1-12 .3 1-1-12 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert(LL) 0.00 4 "•" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-1-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=56/1-1-15 (min.0-1-8),3=56/1-1-15 (min.0-1-8),3=56/1-1-15 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PROFn co t1G �9 `t' 870 2PE raj OREGO © 41i A. H- EXPIRES:06/30/2015 December 5,2014 4 i W48N1M5i-Wry design/:uramesrrs and READ TES ON rdrS /M2i/€t)N:T€K REFER€Na ACE MIr.7 4;x3 mu A/2512014 BEMUSE —_ Design valid for use only with Mitek connectors.This design is based only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MITek� fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteda,DSB-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 Piire(SP}hamtrtxr is specified,the 4&Sign aafcues arestrew effective 04/6313015 b./MSC Jab ITNP3055 Truss Type I Qty Ply POLYGON R43351207 PL14-412_UPPER FLOOR SUPPORTED GAEL 1 1 Job Reference(optional) 7.530 s Jul 112014 MiTek Industries, Inc.Thu Dec D4 126V 110 20140Page 1 Jxh Pacific Lumber&Truss Co., Lake Oswego,Oregon ID:c53KNt9S6dZANgLpvMEnZkyCd11-7gxp_ 1.5x3 II 1 4x4= 2 Scale=1:13.3 I L 0 0 N 1I 4 3 1.5x3 II 4x4= 0.0-0 0-9-12 I 0. .q 0-9-12 Plate Offsets(X-Y)— f1:Edae.0-1-81.f3:Edae.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.02 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a Weight:9 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-9-12 oc purlins, except end verticals. BOT CHORD 2x4 DF No (flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (lb/size) 4=38/0-10-0 (min.0-1-8),3=38/0-10-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASES) Standard oD PRQ<� p 4Nc'�ME Jo 44 ✓0-7 'r 87022PE r "az sr) cv 5. �'� OREG cv4 k1NI 0� '�18ER 4'��c� A. Heb. EXPIRES:06/30/2015 December 5,2014 11 A tARNIN3-Verity desrgnraaatetrsstfdMAD MIS ONYHIE AND MIMED HIM REFERENCE PAGE/41UU7413recJ,/19f2114B LS.fFl/SE �•. Design valid for use only with MEek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Greenback Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPI1 Qualify Criteria,DSB-B9 and BCSI Building Component 7777 Greenback k L ne,Su FSa tf rri �RIIvoilabt le is specified, Truss ePlate tfelee�e a values are Lee Shoow effective er .WM1f2313 byMSC JobTruss Truss Type Qty Ply POLYGON PLI4-412_UPPER P31 FLOOR SUPPORTED GABL 1 1 R43351208 Pacific Lumber&Truss Co., Lake Oswego,O Job Reference(optional) regon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:10 2014 Paget ID:c53KNt9S8dZANgLpvMEnZkyCdl1-7gxp_BxckSMxDBMxx2pmJIFuSVnrk7kyygpNowyCJxh I 1-0-8 1.5x3 II 1 3x4= 2 Scale=1:13.2 0 0 N 1.5x3 II 3x4 = o- 1-3-8 1 043 1-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) 0.00 4 """ 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(LL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=64/1-3-11 (min.0-1-8),3=64/1-3-11 (min.0-1-8),3=64/1-3-11 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 4 2 ` 870 2PE �1. N 77,‘'0,,,, ORE2 N (15 ,.(ti ©S A. HEA EXPI RES:06/30/2015 December 5,2014 I A e BSAk :81`-Verity design parameters and READ FWTES ONMIS AMiPtatZEDKTEYreFFErs PAGE r#ff.7 BreeSJai nu BERWUSE mllm... Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown ' is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek fabrication,quality control,storage,delivery,erection and bracing,consult ANS1/TPI1 godly Crileda,DSB-89 and SCSI!Inkling Component Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights CA,95610 7777 Greenback Lane,Suite 109 IfSeutf rn Pnef5P$karobor is specified.the basign values are:these e%aztinre GGfO5f2O13 byAISG Job Truss Truss Type Qty Ply POLYGON R43351209 PL14-412_UPPER F32 Floor Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon7.530 s Jul 11 2014 MITek Industries,Inc.Thu Dec 04 12:14:11 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdh1 rAVCCXyEVmUogKx7VmK7sWo3Jv74TZS6BUZwKMyCJxg 1 2 3 4 Scale=1:13.0 J _ - _ 4 0 N .... .... . ..... .. . ... . 8 7 6 5 3-7-0 I 3-7-0 LOADING(psoSPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP 40.0 TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012lrP12007 (Matrix) Weight:19 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 3-7-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)8,5,7,6 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 5\c_,'-D PRO eec rt' 87022PE f ev '5- °�A S GREG$ ti� 4tt� A. NeVt�P EXPIRES:06/30/2015 December 5,2014 4 __ 4 ®6 NT3 -Weekfdc_=(jnparame€coasstREADMIESONTN:ShffilML4tlt/SEDt4T€KREFEP.MEPAG€tffl7473roc1/29/26IdBLTORElf5€ 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 a the responsibillity 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 Quaily Criteria.DSB-89 and BCSI Building Component 4. Citrus Greenbackea, L ne,Su Safety Beathnm PirwiSA)lumbea"no st bed.atisellnesign 781ess,r Lee t etr Street,SuiteAlexandria, MtG Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F33 FLOOR SUPPORTED GAOL 1 843351210 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.5 0 s Jul 11 4 MiTek e 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-cOVCCXyEV UogKu7VmK Inc.Thu?sWo2ec 04 dv70TZ 6BUZ4:11 2014 wKMyCJxg I 1-4-0 115x3 11 1 3x4= 2 Scale=1:13.2 d 1.5x3 11 3x4= t t r 1-7-0 0-r 2 1-7-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:12 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-7-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=80/1-7-2 (min.0-1-8),3=80/1-7-2 (min.0-1-8),3=80/1-7-2 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ��RcO PRQFes G .q., N ✓.. 87022PE <" / EXPIRES:06/30/2015 December 5,2014 A k€At�lf�J-Yc' e r.'f design;ararzx yrs and READ trey`ITS 0:`r'MIS AM fttuF UCF)/N.'fE!i`?{€F. fdCE PAGE 1911 7473 mc 1125j2014& 4f'!, . � Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 6�8 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MITek" fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DS8-89 and BCSI 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 Iftauthern Pine(5p)lumber is specified,the design V21.14 are.Rhase ve 06fOsf2c#Sg by MSG Job Truss Truss Type Qty Ply POLYGON 843351211 FLOOR SUPPORTED GABL 1 1 PL14-412_UPPER F34 Job Reference(optional) 7.530 s Jul ii 2014 MTek Industries,Inc.Thu Dec 04 12:14:11 2014 Page 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon ID: 531(NfgSgd7�NgLpvMEn7JcyCdll-cOVCCXyEVmUos,Inc.Thu 66UZwe 1 yCJxg 7x10 II Scale=1:13.3 1 2 I d N L 4 3 7x10 I I •.it 0-7-4 •.2 0-7-4 Plate Offsets(X.Y)— 11:Fdae.0-1-81.(4:Fdae.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.01 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Weight 9 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-7-4 oc purlins, except end verticals. BOT CHORD 2x4 DF No (flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (lb/size) 4=26/0-7-6 (min.0-1-8),3=26/0-7-6 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ��1;p PR(1k7Fs6 8703 2PE N cl',o OREG N qa ,4 p -po�F'18ER \1 P�4 Otss A,. HEWN EXPIRES:06/30/2015 December 5,2014 t t ®WA'NL/ -Verify des£ym parame8rs usu READ DOTES GM 7741E A &INCLUDED NTTEK REFEREfKF PAGE 1rev. �` Design valid for use only with MTek connectors.This design s based only upon parameters shown,and hfor an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown N11Tek 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 Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Qualtly Criteria,DSB-89 and SCSI Building Component Citrus Greenbackea, Lane,neSa ttSomth uss p�ISPavailablefrom T_"t4 esd,the eel Institute,781one thaso t,Suiteeime 06/ t.GAlexandria,yAALSC a. Job Truss Truss Type Qty Ply POLYGON PL14-412 UPPER F35 FLOOR SUPPORTED GABL 2 1 R43351212 Pacific Lumber 8 Truss Co., Lake Oswego, Job Reference(optional) Oregon - 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 1214:12 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd114C3aPtztF4dSU WJ3TrEPjLD8JSEC0EFP81UtoyCJxf 1-5-4 1.5x3 II 1 304= 2 Scale=1:13.2 2 o G • 1.5x3 II 3x4= 0 -0 1-8-4 0.41 1-8-4 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.11 Vert(LL) 0.00 4 ***' 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 3-4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight:12 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-8-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=86/1-8-5 (min.0-1-8),3=86/1-8-5 (min.0-1-8),3=86/1-8-5 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1 c PRok-E 44, $7O22P, r" c "0), ORGONq®Q�u C> 18ER '0 A. NE EXPIRES:06/30/2015 December 5,2014 thilmIPti-4'e;3y design;saramxf2rs ar.et READ MES ON THIS ANS MILTED MIIF:f REFERENCE PAGE MIL 7473 me 3;'2912024 RfF:.R£!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 o for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Catede,DSB-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,95810 if Southern.Pine$3P)lumber is specified.rise design Wales are those efik. ve 0Gf£tt[5015 byA SG Truss FLOOR TSUPPORTED ype GAEL 3 Q 1 ty Ply POLYGON Jab Truss R43351213 PL14-412_UPPER F36 Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:12 2014 Page 1 Pacific Lumber 6.Truss Co., Lake Oswego,Oregon ID:c53KNt9S8dZAN9LpVMEnZkyCd11-4C3aPtztF4dSUWJ3TrEPjLDrJSJC0EFP81UtoyCJxf 1-1-4 15x3 II Scale=1:13.2 1 3x4= 2 1.5x3 11 3x4 01-0 1-4-4 n-it2 1-4-4 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP 40.0 LOADING SPACING- 2-0-0 »» 480 MT20 220/195 TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) 0.00 4 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Weight:11 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc purlins, except end verticals. BOT CHORD 2x4 DF No.1&Btr(flat) BOT CHORD Rigid rtical directly applied or 10.0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (lb/size) 4=68/1-4-6 (min.0-1-8),3=68/1-4-6 (min.0-1-8),3=68/1-4-6 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard itr 870 2PE '-$7� cv ySAT OREGO qm.41./ Ib BER 1� A,. H�R� EXPIRES:06/30/2015 December 5,2014 ®WPM- desinri ratar:x:wrs ami READ WITS CN MEM MIMED MYT€K REFERENCE MGE MIT 7473 rcc 0500I4 BEMUSE ��• Design valid for use only with Wick 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 responsibiliYf�MiTek rity of 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 BCSI Building Component 77777s Greenbackea,CA,L ne, Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. If Eaurtuen Pira )Isarnbax is spacifiert nx designrukxes are those wff+ctnax 06/0112015 bttMSC Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F37 FLOOR SUPPORTED GABL R43351214 1 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.530 s Jul 11 2014 iTek Industries,Inc.Thu Dec 04 12:14:12 2014 e 1 I D:c53KNt9S8dZANgLpvM EnZkyCd11-4C3aPtztF4cfSU WJ3TrEPj LEUJSN C0E FP81UtoyCJxf 1.5x3 II 1 4x4= 2 Sale=1:13.3 l L O 4 3 1.5x3 II 4x4= r r r 0-11-0 Plate Offsets(X Y)— [1:Edge,0-1-8].[3:Edge.0-1-8] 0-I 1 0-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:10 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-11-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=44/0-11-1 (min.0-1-8),3=44/0-11-1 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard BRED PROr � ‘AG-INE 't 870 2PE to OREGON (9„it/ p 48ER ti` A� EXPIRES:06/30/2015 December 5,2014 4 A WA/(N%-Ver;trricsi�zrs;a:ametsrsa:.rREASdau•ri3ON7RZS AND ihaigEldkf7E,KREFERENCE PAGE IH 7473mg,1/29/25;4WOE 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 B responsibility of building designer-not truss designer.Bracing shown . B for latera!support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the �■T '( erector-.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYB�IeR* fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Quarrty Criteria,DSB-89 and BCS,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 1#Southern Pirse(SP)iarmnser in#wssitud,the afesign.:uafrsac are tlwxe 05/03f2013 by,R SG Job Truss (Truss Type Oty Ply POLYGON 843351215 Floor Supported Gable 2 1 PL14-412_UPPER F38 Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:12 2014 Page 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon ID:c53KNt9S8dZANgLpvMEnZkyCd11-4C3aPtztF4cfSUWJ3TrEPjLE1JSKCOEFP81UtoyCJxf I 1-110 1 I II Scale=1:13.2 1 3x4 = 2 1 0 4 O % N ���..+���•�e7 .A.A.A. A.A. l' ., • 1.5x3 II 3x4= I 1-3-0 1-3-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP 40.0 LOADING SPACING- 2-0-0 ..,. TCLL 40.0 Plates Increase 1..0000 TC 0.05 Vert(LL) 0.00 4 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a Weight:11 lb FT=0%F,0%EBCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-0 oc purlins, except end verticals. BOT CHORD 2x4 DF No.1&Btr(flat) BOT CHORD Rigid rtiadirectly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (Ib/size) 4=62/1-3-0 (min.0-1-8),3=62/1-3-0 (min.0-1-8),3=62/1-3-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/I-PI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 5 cO PRQ . � 51 � ANG i N A f©2•9 ' 87022PE 1' o ow y SAT DREG®N if) h Is F'�BE4� \\ 4). EXPIRES:06/30/2015 December 5,2014 II ®WARNIAts-Yer;!fdes£ga raraaleSrs and REAP t'TES ON WAND Mama)Hilt REFERENCE PAGE HU 7473 re&1,/Zs/2l1d850.4E/ € •. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and n for an individual building component. is flateral Applicability u designof individual web members only.Additional temporarytbracng to insurefstalbitty designer-not truss during construction is therespons bill ty oner.Bracing f Milek'is for loreral supportof erector.Additionalupermanent ge.del of the erection overall structure is the responsibility Si the building designer.For 9 and guidanceig regardingmo 7777 Greenback Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSIRPI7 Quallly Cdleda,DSB•89 and BCS(Bugling Component Citrus Heights,CA,95610 If (them Inineo(513)�aribba(Lom sact.tt Ina-sign vaal3 are 11104.11.affective O&M/2013 by MSC 22314. Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 3/4' Center plate on joint unless x,y p y (Drawings not to scale) offsets are indicated. Damage or Personal Injury r�11= Dimensions are in ft-in-sixteenths. ii‘bh„ Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. NRIEQ,T/16� 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I _ O .. p bracing should be considered. 1.14imir O 41 :, 3. stack materials on inadequately braced trusses. iO 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8ce-� css designer,erection supervisor,property owner and plates 0 'hd' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in Mack 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR 1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER 3907,ESR-2362,ESR 1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that / Indicated by symbol shown and/or SYP represents values as published specified. by AWC in the 2005/2012 NDS by text in the bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. lib.111 Indicates location where bearings (supports) occur. Icons vary but 16.Do not cut or alter truss member or plate without prior ■�N reaction section indicates joint ©2012 MiTek®AII Rights Reserved pproval of an engineer. 1.11111911 number where bearings occur. 17.Install and load vertically unless indicated otherwise. _' Min size shown is for crushing only. 41, 18.Use of green or treated lumber may pose unacceptable ....-.7. environmental,health or performance risks.Consult with Industry Standards: project engineer before use. Mil 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, MiTek: 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013