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Plans (61) 1 5— j 7L �e q � rt, -te ml le 1717] r;;; s'2., Z 0 5 ,, MiTek® 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. ���c0 PROFFss <co, SNGINE rte* 4 87022PE 9�'" N tk 4.1 NI OREGON , �C'©SMBER ANS A. H'SR 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 ANSI/TPI 1. 4 Job Truss Truss Type Oty Ply POLYGON R43351178 PL14-412_UPPER F01 Floor Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:47 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl l-J0279JfB8OSCye6W5juNuSouREwTrj2agl11VlyCJy2 I 1-0-0 I 1.5x3 II 1 3x4= 5 2 Scale=1:13.2 _-U 0 0 N II .-=/ kill 4 =' 3 1.5x3 II 3x4= I 1-3-0 I 1-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 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 NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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 1-3-0 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=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) Vert:5=-277(F) ........-- €�1,0 PR W, 870 2PE , T- .717. I'0,,, OREGON ti4©� Cbs, BER A,. HERR EXPIRES:06/30/2015 December 5,2014 r ®W4ftNTMI-Verity dcxign pammeters and READ N3 TES OH 17.0 AND That//SEE 14ITEK REFERENCE iVICE MIT 7473 tee 1,/25/20146FOif£td5£ ..' 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 Bt�B T is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the IYB�IQ.k* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYB fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quaflly Criteria,058.89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Phase 151T 1umiesrIs specinect,the dessgrtvalues ate cse 44f.Ctilfit 06f03f2O14 by MS Job Truss Truss Type City Ply POLYGON R43351179 PL14-412_UPPER F02 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:49 2014 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCdl l-FnAta?hRg?ivCyFuDBxrztuGC2X7JZzs73EmaeyCJyO 0-1-8 HI-1'11-D-1 P 8 011 1-2-0 I P-8-7 ii 1-2-0 IfEttlai Scale=1:41.4 4x6 II 3x6 FP= 3x6 FP= 1.5x3=5x8 II 5x6 II 4x6 II 5x6 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 0r42 � A - A�///f.1\ v- . lit 1 - /. r ```�---- ///i;4 _ N e e A - - el e e e/ m e ° `a i40 9 ? �4 . 0....741o 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 5x6 ll 6x8 I I 6x8= 3x6 FP= 5x6 II 5x6 II 3x6 FP=5x6 II 656= 8x6= 1.5x3= 6x8= 5x8 I I 11-8-7 I 10-6-7 1)Q-1-71 I 73-8-4 I 10-6-7 6-7-0 11-11-13 0-7-0 Plate Offsets DX 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 (loc) 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/TPI2007 (Matrix) Weight:208 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(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.18&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. (Ib)-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, 24-27=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. t� PR of ss 3)Refer to girder(s)for truss to truss connections. \. F 4)Bearing at joint(s)41 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity r kA GINE f© of bearing surface. V 1- 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. l: 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 $ • 2P E f 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 (I down at 16-0-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5. S%A � � try�A 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �0 BER 1\,� t 0 LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 AHE.t Uniform Loads(plf) Vert:26-41=-8,1-25=-80 EXPIRES:06/30/2015 December 5,2014 Continued on page 2 r A ®WARNING-Verify des(upuametErsaxdREM iICTES ONTHIS AND IMK.L/LEDN17FKREFERENCE PAGE 1411.7473see1/2i 2i33Uft 8£USE Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. '» Applicability of design parameters and proper incorporation of component is responsibility of building designer-not 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 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/TPIl Qualify Csiierfa,DSB-89 and BC51 Building Component 7777 Greenback Lane,Surte 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Sautha€n:Pine OM hamberis specified,the design vexes are these e%'.estive 06/O1/2O13 by ALSC Job Truss Truss Type Qty Ply POLYGON R43351179 PL14-412_UPPER F02 FLOOR GIRDER 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 12:13:49 2014 Page 2 ID:c53KNt9S8dZANgLpvMEnZkyCd11-FnAta hRg?ivCyFuDBxrztuGC2X7JZzs73EmaeyCJy0 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=-965(B)17=-177(B) W4JWIMS-Verity design putuua:srs and READ MU CA+THIS AM(7iat€SED MSTEK REFERENM PAGE MIT 7 473;ex 1/1512014BERIVIISE Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. ip 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 M�Te.k•. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing,consul ANSI/1911 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 tt 5nuthetn Pine(OP)hmseet is specified,the deagrsvatsues a1e:t4fase effective 06/456/2019 be ALSC Job Truss Truss Type Qty Ply POLYGON R43351180 PL14-412_UPPER F03 Floor Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 Mitek Industries,Inc.Thu Dec 04 12:13:50 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-jzkFnLi3RJgmp6g5mrS4V4QR5RxW2yCOMjzJ64yCJy? I 1-7-0 I I 1-9-0 I Scale=1:17.8 6x96= 356 II 3x6 II 3x6 II 3x6 II 3x6 II 1 11 2 3 4 12 5 13 6 2 N 4 d 10 9 8 6x6= 5x6 II 34 11 sxs = 1 9-4-0 9-4-0 LOADING(pd) SPACING- 2-0-0 CSI. DEFL. in (loc) I/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/rP12007 (Matrix) Weight:78 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(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(pIf) Vert:7-1o=-1o,,-s=-100 �?,t0 PROFFs Concentrated Loads(Ib) .,S GINS / Vert:4=-132(F)3=-132(F)2=-132(F)11=-276(F)12=-132(F)13=132(F) 47� 4t- .87E 2PE ,,r" (n h 7 5. �A� OREGON rya o `� $ER1� •Q . ©s A. HE EXPIRES:06130/2015 December 5,2014 t I ®lYARNI+a-Verffirrfcsiyoparariersxr1:dREAD NOTES ONTFtfS AND MIMED MITEK REFERENCE PAGE mrr.747.3 rev..1,125/201411ffOREINE Design valid for use only with Mgek connectors.This design is based only upon parameters shown,and is for an individual building component. . Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Mitek° erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. if Southern.Piose)SR)lumber is specifirta„The design rreku3 s aretifase effective 06/01/20 byALSC Citrus Heights CA.95610 Job Truss Truss Type Qty Ply POLYGON R43351181 PL14-412_UPPER F04 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:51 2014 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCdl1-BAIe?hihCdydRGP H ICZzJ2lzdZr9fnL_9aNjseWyCJy_ 0-1-8 0- 8 H11436I 7.6-13I Sae=1:42.6 3x6 FP= 1.5x3= 1.5x3= 3x6 FP= 1.5x3=6x6= 4x6 II 556 II 1.5x3= 1 2 253 4 5 6 7 8 9 10 11 12 13 22 .—r .U� V I' 'll 24 \ / N 23 20 19 18 17 16 15 14 3x4= 4x8= 3x6 FP= 3x5= 355= 4x8= 3x4= 1.5x3 SP= 24-6-8 I I 24-6-8 Plate Offsets(X.Y)— [22:0-1-8.0-0-8).[240-1-8 0-0-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP 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 0.63 Vert(TL) -0.32 16-17 >896 360 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.08 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:155 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) 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=0/3087,1415=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=0/723,4-19=-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). LOAD CASE(S) Standard ,k71/4`:O PR 0t- . 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 '< ] '61. Uniform Loads(plf) �C �iN E l0, Vert:1420=-8,1-13=-80 Concentrated Loads(Ib) Q 870 PE Vert:25=-20(B) 7 �A,,,OREGON (1a 4� 0©�4�BER \' �� ` A. NE . EXPIRES:06130/2015 December 5,2014 4 it ®t fNWJ-Ve=ity'design rnaamctsnaniREALINS7SCMTHIS MCI:M3 M MNEK REFERENCE PAGE MTb7473per.124/2CSSBE?'J.T£#ISE iiii. 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 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction a the responsibillity of the (i A;T�IA4i' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IY� E fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPU Qualify Cdterla,D5B-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Infom salon available horn Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If s wmanti fiat Eel larnter is spatirmd.the easier vsmivws are those ariasane 05/4114.4013 byALSC Job Truss Truss Type Qty Ply POLYGON R43351182 PL14-412_UPPER F05 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 5 Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:51 2014 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCdl1-BAIe?hihCdydRGPH KZZJ21zd4rIOnX19aNjseWyCJy_ I 1-2-12 1 1.5x3 II 1 3x4= 2 Scale=1:13.2 0 0 s 4 3 1.5x3 II 3x4= I 1-5.12 I 1-5-12 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud 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 Incr 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 2400E 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.18Btr(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(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. LOAD CASE(S) Standard �,R p PR opec 5 ��GI EEAf©-71' 12PE , y �4),>,OREGO cf A,. He EXPIRES:06/30/2015 December 5,2014 4 9 A itAm /ra-Vere,idea a paranmers sadPlEAS 1f 1;5 ON 17.175AND Th LFM€➢/di7EK,fEFEk£/KE PAGE i4UU7473 sex 112512t14 BEMUSE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. MI Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M-Tek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Crtieda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine IABP)tuxattes is specified,the lestga eatues art those effective 000i/201A byM SC Job Truss -. Truss Type Qty Ply POLYGON R43351183 PL14-412_UPPER F06 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 Mitek Industries,Inc.Thu Dec 04 12:13:52 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-fMr9CljKzw4U3P_TuGUYbV WmrFYbWMNJp1 SQ9yyCJxz 0-1-8 H I 2-1-12 1 2-6-0 Scale=1:35.5 1.5x3 II 1.5x3= 1.5x3= 3x5= 1.5x3 II 3x4 = 1.5x3 II 3x4= 3x6 FP=1 5x3 I I 3x5= 1.5x3 I I 1 2 3 4 5 6 7 6 9 10 o w 400/ .Nosto. 7 4N, 7 ANN 7 'Ns,. NVNV 16 15 14 13 12 11 3x4= 3x6= 3x6 FP= 3x5= 3x6= 3x4= I 20-4-12 I 20-4-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP 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 BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:101 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) 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 -,i,,,EO PR Open 4i� GINE 'y 87022P, c" i 04 -7 �A,,,OR GON ti,4zv '0 �'iBEF; \1 A. HEP EXPIRES:06/30/2015 December 5,2014 rt AWA.r(MJT ,Ve„fydcsignrusuweaaniREAD IOW C/THIS Ale MUM KWIC REFERENCE PAa mrr.7473rcn1/23f20Jd :.EUSE _'� 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 IYI�[Qi R- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 R fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 tfsaint eve Pine ISO)Mambas is s}sasifiaat,OMzrasign values are those effective 06/01/2013by A1SC Job Truss Truss Type Qty Ply POLYGON R43351184 PL14-412_UPPER F07 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:53 2014 Page 1 ID:c53KNt9S8d7ANgLpvMEn7kyCd11-7YPOQNkykECLy7fS_?n7j2zcfztFQ1 S2hCziPyCJxy 0- 8 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 a _ ° e . 5 _ _ • —� a e = t a 42 0 d N E � ° Pr e ' ' ° °. 4e ° P • 41 40 39 38 37 38 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= 1-4-0 2-8-0 4-0-0i 5-4-0 i 6-8-0 i 8-0-0 i 9-4-0 i 10-8-0 I 12-0-0 I 13-40 i 14-8-0 i 16-0-0 I 17-4-0 i 18-8-0 I 20-0.0 i 21-4-0 i 22-8-0 i 23-11-12 i 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-3-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud 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 Incr 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. (Ib)- 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 ANSI/TPI 1. 6)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. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard El) PR ape, ate' �tG`INEE`Q ./0 - 'w .8 $ 2PE ,9c (f}... �'A.BER HE}\ Q*�A,,, OREGO 5)� / EXPIRES:06/30/2015 December 5,2014 1 I A W4:RNTM'-Verity design parameters and READ fA11ES Oft THIS AND INCLUDED H(3%K REFERENCE PAGE MU 7 013 tee.1/26/2Ol40E:4£tS£ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 111111. 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/TPI1 QuaBly Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pin*ISP)!umber is spstrified.the design statues arethese effective 09/00/7:01.3 by MSC Job Truss Truss Type Qty Ply POLYGON R43351185 PL14-412_UPPER F08 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:54 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-blzmdjlaVYLClj8s?hWOgwb88Y3JO_g1 bHlf<xx�XREryCJxx I 2-0.0 I (18-1?1 1-2-12 T f1- Scale=1:42.9 3x6= 3x4 I I 3x4= 3x4= 3x4= 3x4= 3x6 FP=3x4 = 4x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m nzs . 24 23 22 21 20 19 18 17 16 3x6= 3x5= 3x6 FP= 3x5 = 3x5= 3x5= 3x5= 4x6= 3x4= 25-2-0 23-6-12 23-A-4 I I 23-6-12 0-V-8 1-5-12 Plate Offsets(X.V)— F1:Edge.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (loc) I/deft LJd 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 BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:138 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 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),17c768(LC 1),23=392(LC 3), 21=364(LC 3),20=363(LC 3),19=361(LC 3),18e296(LC 3) FORCES. (lb)-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=-377/0,13-14=0/286 BOT CHORD 16-17=-286/0 WEBS 14-17=-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 chord. The design/selection of such connection device(s)is the responsibility of others. J PR QEF 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). � ��) co LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 $7�22E � Uniform Loads(plf) Vert:16-24=-8,1-14=-80,14-15=-180(F=-100) Concentrated Loads(lb) Vert:15=-272(F) 0.1 .5. 0` m.. "\, -ois OREGO t)5 ©4t - ER ID, S A. He . EXPI RES:06/30/2015 December 5,2014 1 _ . t kydRNiF/t( A -Ves:tpdeo/ggnparameeersand READ TESONTICS AN MUM HSIEKREFEREMrPAGEKP71473set1,129/29(B�tUS£ Design valid for use only with Mifek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component 6 responsibility of building designer-not truss designer.Bracing shown !Ariel('is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the IYi�lek* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPl1 QualIty Oltenia,058-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If SetahernFirROSMtumber is spec: ed,the,dodgeevalues areettese***salve 06f011f2O12 byALSC Job Truss Truss Type Qty Ply POLYGON R43351186 PL14-412_UPPER F09 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:55 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd114xX8r3ICGrT3wtj2ZP2FC88KOSfMjKXIV h4mHyCJxw Scale=1:14.0 1 2 3 4 5 6 7 16 0 0 N 15 — — — — — — — / O \ 14 13 12 11 10 9 8 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0I 7-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/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 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. (lb)- Max Gray All reactions 250 lb or less at joint(s)14,8,13,12,11,10,9 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 ��EO PR Ops� cc" �co �cLNEF9 0% -57 `t 870221E 7 '0,,, GREG© (1© <u 0 �41SER4hugyp A. HER P EXPIRES:06/30/2015 December 5,2014 4 4 A WARNIMS-4erttgdeuJgepram mrsInd READ PC7ESONTIES AND ACMES MITEKREFERENCE 5405?6II.1473ne&1/26/2214B TEt15E itill—.'. 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 M�Tek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,058-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. ifsautharePine fsP)Welber is eaaceied,the designtref.a-arethose,e4frstivt 0,0091/2013 beAtSC Citrus Heights,CA,95610 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,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 0412:13:55 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd 114xX8r31CGrT3wtj2ZP2FC88KNSfLj KW IV_h4m HyC Jxw 1 2 3 4 5 6 Scale=1:12.8 -_ —— — — 14 0 • o N J 13 12 11 10 9 8 7 I 1-4-0 I 2-8-0 I 4-0-0 I 5-4-0 I 6-2-12 I 1-4-0 1-4-0 1-4-0 1-4-0 0-10-12 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (roc) Udefl 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 BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:33 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 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 tiRV) PROFs is 2PE �, Is II,UREDO qty'q� On�'I18EB1'' A_ HNP EXPIRES:06/30/2015 December 5,2014 4 f ®k9ArJ/LYJ.Vef;ty dxv)70 rarammrs and READ MS CM THIS AM1 MOM( ED NIT£K REFERENCE PAGE/4II-7 473 m4:1/29/2054 BEMUSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. il 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 ■�'T�1�R° erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPli Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 PIMAihetn Nitve4SP)turiMer is sfracifsackthe design>aulstes are there 0e/O52OL3 by AMSC Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F11 Floor 8 1 R43351188 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Dec 04 12:13:56 2014 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCdl1-Y75X20mq 19bwX1 IE76ZUILgTFsv4Sf4ukeQdJkyCJxv 0-1-8 Hi 1-8-12 I I 1-6-8 1 2-0-0 j Scale=1:38.0 3x4= 3x4= 3x4 I I 4x4= 3x4= 3x4= 3x6 FP= 3x5= 1 2 3 4 5 6 7 8 9 10 11 12 13 a I N ® T v a v o B 21 20 19 18 17 16 15 14 3x6= 3x6 FP= 3x5= 3x5 = 3x6= 3x4= 456= I 1-11-12 2-1114 22-4-12 1-11-12 0-i-8 20-3-8 l LOADING(pst) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft lid 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 Incr 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: 6-0-0 oc bracing:18-20. REACTIONS. (Ib/size) 14=856/0-2-12 (min.0-1-8),20=1364/0-5-8 (min.0-1-8) 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/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. The design/selection of such connection device(s)is the responsibility of others. Ecj P R OF? 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). fS LOAD CASE(S) Standard � ) � fQ� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 'cc' f T� Uniform Loads(plf) 87022 r L t-' Vert:14-21=-8,1-13=-80 Concentrated Loads(Ib) Vert:1=-272(F) tO CV 5. ‘-'' ir. /'y y 41>,OREGeN _ep 1 A. HEY, EXPIRES:06/30/2015 December 5,2014 e f (MARtdT,n-Volt,de_lignyamme rsandREADWTESOhmrsAt1}ACM ED ITEKisEFEREM-7 MOE 8177473;ez1,25/20148f fEUSE mll__ Design valid for use only with MTek connectors.This design is based only upon parameters shown,and isfor 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 Crtierie,058-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312.Alexandria,VA 22314. if Southern Pipe MU)1umlet is specified,the design values are-Owns elfectveO6./O3f2S§1.3 tyAISC Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351189 PL14-412_UPPER F12 FLOOR GIRDER 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 12:13:58 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-UWDHT4o4YmrenKRdEXbygmmrigeewfeBByvkNcyCJxt 0-1-8 H I 1-7-12 I 1:-8-41 2-0-0 I Scale=1:43.4 1.5x3= 3x6 FP= 3x6 FP= 1.5x3= 4x6 I I 1 2 34 5 6 7 8 9 10 11 12 13 14 15 16 . _ Li ' u u u � a r-� N 26 a e 17.21 25 24 23 22 21 20 19 18 17 1.5x3 I I 4x6= 3x6 FP= 3x5 = 355= 3x5= 3x5= 3x4=- I I 1-5-121-7/4 25-2-0 I 1-5.190-i-8 93-6-12 Plate Offsets(X.Y)— [1:0-1-8.0-0-8) LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Ud 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 WB 0.14 Horz(TL) 0.04 17 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:167 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(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.18Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 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 Grav 17=640(LC 4),24=2401(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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. P 6)CAUTION,Do not erect truss backwards. rito7)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 lb �. t � down at 1-8-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. r. .09. 4trio,e. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 'Ct. 87022PE r" LOAD CASE(S) Standard / 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Cy Vert:17-25=-5,1-2=-150(F=-100),2-16=-50 ?� ) "• n/ Concentrated Loads(Ib) A OREGO �� r ,N �� Vert:1=-272(F)2=-1230(F) '51$ �1S ER \1 P EXPIRES:06/30/2015 December 5,2014 i • f A W43WTY3T.wa -Vederdesi3nniTfrs3,adREArf d>:SCHTHISSA//Smaim ICIEK1#€€€PJNEPPAGEMa7473roc I/I9/214BEFORE USE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Y 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 Bt A'7` 1�' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MV! B R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ifSuuthere Pine tS)ivmfsee is specified,the design indoor am-diene effective 06/o1/2013 bey.A SC Job Truss Truss Type Oty Ply POLYGON R43351190 PL14-412_UPPER F13 Floor 5 1 Job Reference(optional) Pacific 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:c53KNt9S8dZANgLpvMEnZkyCdll-U WDHT4o4YmrenKRdEXbygmmpJgfywgcBByvkNcyCJxt I °-6-4 4x4 1-2-0 I I 0-8-7 4x4—I 1-2-0 I I 0-6-1 0013 1 2 3 4 5 4x4= 6 Scale=1:12.9 13 0 o N —\ 12 11 10 4x4= 9 8 4x4= 4x4= 2-10-11 3-5-11 4-0-11 4-11-4 2-10-11 0-7-0 0-7-0 0-10-9 Plate Offsets(X.Y)— 12'0-1-8 Edge].[4:0-1-8.Edge]15:0-1-8.Edae]j7'Edge.0-1-81 [10'0-1-$.Edge] [12•Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft L/d 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 Incr YES WB 0.07 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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. (Ib/size) 12=209/Mechanical,7=204/0-5-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)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 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 ltO RROrz 87022PE �c 7 �AI>,OREG•N ti� ti A. HN EXPIRES:06/30/2015 December 5,2014 � e ®KAMM-Verify deaignparameters andREA.G80155S08MIS ANG175ti 551NIIEtCSE€€P€VEt 74 ME 7413rec091201dD M ft5€ 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 foriateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTele erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding t fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 QuaiBy Catena,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 tfSoutte€ntrine )lumbar is specified,the designs mkras aeundeese offe ttweOSfO9f B1.3 by ALSC Job Truss Truss Type Qty Ply POLYGON R43351191 PL14-412_UPPER F14 Floor 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:59 2014 Page�1 ID:c53KNt9S8dZANgLpvM EnZkyCdl1-yinfgQpjJ4zV 000poE6BN_ly?4ucfzPLQcfHJ2yCJxs 0-1-8 H1 1-CI-82-6-00. 8 zD Scale=1:41.5 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 B 9 10 11 12 Iia 2 r. 23 o \ VAII' I r INN WIII liZA \% �- 22 2 ►� u el PM 1E3 i 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 1.5x3 SP= 24-6-8 I 24-6-8 LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -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 BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:124 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(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. (Ib/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(Ib)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/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 �,0 PR l�,-FS AI -17 870 2PE CSAT OREGO i©©i C'.., „, F4i ' r A. �4' EXPIRES:06/30/2015 December 5,2014 1 ®&WARNTMS-Vest?y design pasamemrs and REAP 107ES 08 iR/S AIVP MIXED 3977EK REFFJ5ROE PAGE 817 7473;EA 1/.251101$BEMUSE USE Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. . Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown ''`` is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the .m BYB 1 11 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding TeR fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,051-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Intommlion available from Truss if 5outbrrern PineIV)lumber xifiedl ttleo Institute,' 7 N. are Sfiase effeSuite ctive 06/01!25}33 byAL&C4 Citrus Heights,CA,95610 • Job Truss Truss Type Qty Ply POLYGON R43351192 PL14-412_UPPER F15 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 5 Jul 11 2014 MiTek Industries,Inc.Thu Dec 54 12:14:00 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-QvKlumpL405M0ebOMydQvBr7xTIgOYkUfGOrSVyCJxr 10 4 I I 1-2-0 i I DR7 I I 1-2-0 I I 1-5-1 I 2-6-0 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 • • e e —/— N e e e e 13 12 11 10 9 3x4= 8 1.5x3 I I 1.5x3 II 4x4= 4x4= 3x4= I 2-10-11 I 3-611 14-0-11 I 8-2-12 I 2-10-11 0-7-0 0-7-0 4-2-1 Plate Offsets(X.Y)— [2:0-1-8.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 Lid 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. (Ib)-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 4-10=-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 t0 PR Ore 87022P; 7i C 4�,ORGONrtt'4ztr Mg�R � � A,. HSR EXPI RES:06/30/2015 December 5,2014 c i ®&9AANDE-Ves i y design parame cm and READ NOTES 074 TN.SAl9G SM1USEO,YITEK REFERENCE PAGE 1411.7 473 ser,1,1299#14 BERMEME Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. 1" Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the resporuibillity of the �T®kP erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding I fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chian Heights,CA,95610 If Southern Pine)7/)lumobezis specified,rise design mitres are theses effective 06fO1f2O1:3 by MSC Job Truss Truss Type Qty Ply POLYGON R43351193 PL14-412_UPPER F18 FLOOR 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Dec 04 12:14:01 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1 u5uQ56gzrhDDeoACwf8fSPOJ5ta87uxduw8O_xyCJxq 0-1-8 H 11-2-12 I P-s-4 I 2-0.0 1 Scale=1:42.8 4x5= 3x4= 3x4 I I 3x4= 3x4= 3x4= 3x8 FP=3x4= 4x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ®' N. e e e 9 —EL- p L - ;ET: \ N a / / N / N / N / \ / 2 R ea CA 24 23 22 21 20 19 18 17 16 4x6= 4x6 = 3x6 FP= 3x5= 3x5= 3x5= 4x6= 3x4= 1 1-5-12 1-7r4 25-2-0 I 1-5-12 0-1-8 23-6-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.21 19 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) -0.33 18-19 >867 360 BCLL 0.0 Rep Stress lncr NO WB 0.68 Horz(TL) 0.07 16 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:136 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: 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=0/3168,17-18=0/2504,16-17=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. The design/selection of such connection device(s)is the responsibility of others. [} PR OFe 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). C� I 6:9 LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00g �ID '7v- Uniform 1r Uniform Loads(plf) l Vert:16-24=-8,1-15=-80 Concentrated Loads(Ib) f y 42l, OREGO (Q©� "P F`� 4 Cb 8'Ef► 1N„ '9 SP A. H EXPIRES:06/302015 December 5,2014 E _ ®%JkWT O-Ve Verity gra paametfwrs S M READ MIS ON THIS AND IMCL.L4lEfa/TTEK RHEUM-7PAGE 147r1413 ret I/2S/2zt1d BE�?°Af usE Design valid for use only with MTek connectors.This design k based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for-lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the a�� �'`R* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding CY[ fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 tf 8eutharr,.Pine(W)lumber is specified.,the dts"sga-sstues are these effective°column by ALSC Job Truss Truss Type Qty Ply POLYGON R43351194 P1.14-412_UPPER F17 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 5 Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:02 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-MHSoJSrbc?L3FylOTNgu?cwUQHwdsKwn&atyWNyCJxp I}7-41 2-6-0 I 0-flt8 Scale=1:40.7 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 7-N e / 9 - mo_ _ e/ 21 N w e 20 . illl 19 18 17 16 15 14 13 4x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 0116 23-11-12 0--8 23-10-4 I Plate Offsets(X Y)— f19:Edge.0-1-8] LOADING(psi) 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/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. 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 �,'s PRQ,cEss �, G,.. "9' goy 87022P p,, RSON q, 0 'OBER 1 r C�s A. HE EXPIRES:06/3012015 December 5,2014 4 t AMANX;Near dex/gnpaws*tcrsa,dREM TsOTTSONTHIS AND 74KUSEOMTTEfREFEREfKJ/PAGE MIT.7473mt.1129/2014Bfs USE �r Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. let 'x 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 MITek. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ifSouthern.Pine tSP)lum5roe ru spat Rad,thedesigrt fares are,those effective 06401/2011 byAtSC 5 Job Truss Truss Type Qty Ply POLYGON R43351195 PL14-412_UPPER F18 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:03 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZlcyCdl1 rTOAWosDNJTwt6Ka14B7XgTfHhG2bnOwLEdV2gyCJxo 0-1-8 [Qf3-3 2-6-0 I Scale=1:40.1 6x8= 3x4= 3x4= 3x4=3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 20 hNN, Z iNN - 7 '''''''''NN-2 o , I N V • e 9 1 ki� CI 19 18 17 16 15 14 13 6x6= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= I 23-8-0 I 9380 Plate Offsets(X.Y)— [19:Edge 0-1-81,119:0-1-8 0-0-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl 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 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. REACTIONS. (lb/size) 13=1032/Mechanical,19=1027/0-5-8 (min.0-1-8) FORCES. (lb)-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 ANSI/TPI 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 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. t8 PR Ope, LOAD CASE(S) Standard N �/0 44. 87022PE �r" Ua ' N. ��'T OREG N rja©� SbQ4 4 ER 1\ �4 SA. HE. EXPIRES:06/30/2015 December 5,2014 ®*MAC-Yer.'tp design parameters and REM M IES ON THIS Ale DOMED PIIEK REFERENCE PAGE(YI7-7 413 ex 25120141EMISE Design valid for use only with M7ek connectors.This design is based onlyupon parameters shown,and b for an individual building component. Pill. 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 ''B'�'}R° 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/TPIl 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 Ifheuclsere Pine OPT lumber is specified,the design uedues are those effective 06/0112013 byAtSC Job Truss Truss Type Qty Ply POLYGON R43351196 PL14-412_UPPER F19 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 S Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:04 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-JgaYk7sr8cbnVFvnbniM41?r45i I<Mh4auM2bGyCJxn 0-1-8 H I 1-8-12 I I 2-2-0 1 2-6-0 Scale=1:38.5 1.5x3= 3x6 FP= 3x6 FP= 1.5x3= 5x6 II 4x6 II v..„ 1 2 3 4 5 6 7 8 9 10 11 12 .__ Iiiiv _ __ E I - ,,,, N O a m a o k.. PM 19 18 17 16 15 14 13 1.5x3 I I 3x6 FP= 3x8= 3x5= 3x4= I 1-11-12 2-114 22-4-12 I 1-11-12 0-1-8 20-3-8 Plate Offsets(X.Y)— [1:0-1-8 0-0-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) l/defl Ud 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 2.0E(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 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 Horz 13=1594(LC 4),18=1594(LC 4) Max Grav13=868(LC 4),18=3148(LC 1) FORCES. (lb)-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 ��� � P�(?FESS down at 2-3-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. ,,, !4C3I N4�- /p 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �13 V LOAD CASE(S) Standard Q 87022P 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 t Uniform Loads(plf) Vert:13-19=-8,1-2=-180(F=-100),2-12=-80 g i Concentrated Loads(Ib) . Vert:1=-608(F)2=-1200(F) 7 ',ix OR GON r],4:> 4/ A. H e, EXPIRES:06/30/2015 December 5,2014 4 i ®KAA.RPM+Veer design pararaaetarsand READ N23ESOYTIM AND MUM MIME!f£i€FE.RENEPAGE tiff 7473ren Val 014A Et/SE ��' Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Nil Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the -MiTek` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/Tell Quality Criteria,DSB-89 and BCS!Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ff Seutiserru Pine ISP).tumbea is specified,,she design vetoes are those effective OG/0112013 by ABC Job Truss Truss Type Qty Ply POLYGON R43351197 PL14 412_UPPER F20 Floor Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:04 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1JgaYk7sr8cbnVFvnbniM41?s65kRKPk4auM2bGyCJxn Scale=1:18.7 1 2 3 4 5 6 7 8 9 10 0 0 0 0 0 0 0 0 o r 0 A N a e o r o r r O o r 20 19 18 17 16 15 14 13 12 11 11-4-8 I 11-4-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/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 lncr YES WB 0.03 Horz(TL) 0.00 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:55 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 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 t�r9Z) PROFFS �0• 0GI NE cS'/O�9 8 f 2PE ! r - 4 ,0REGO 2d 'PC)Os 4/BER \\ 1?.-�c A. Heck EXPIRES:06/3012015 December 5,2014 r r A WJ'NZ -Yerey design parameters wad READ//2IES ON MIS AND Ifs LSED MIRK 8€FERENCs PAGE Hfb 7473 r1=li 0512010 BEMUSE Design valid for use only with MiTek connectors.Thu 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 u for lateral support of individual web members only.Additional temporary bracing to insure stability during construction u the responsibility of the 6 r{'Te'f' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IME F R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Boning 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 1f Southern Pine(Sly)lumber is specified.the design yaf xcs are ttwxse a£festfve r10019.01.4 byAtSC Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F21 R43351198 Floor 3 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:05 2014 Page 1 a� ID:c53KNt9S8cIZANgLpvMEnZkyCd11-nsBwxTtUvwje6PUz9VDbcFY?xU4v3spDoY6c7iyCJxm 1.5A-112-1 2 '1 5x3 II 12 4x4= 3 Scale=1:13.0 J L a N •/ 5 4 4x4= 3x4= 18 l-1--a 3-4-123-3-4 I Plate Offsets(X.Y)— .5:Edge.0-1$] LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (lac) I/deft Ud 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 lncr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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(lb)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 0 PR Ore 4t' 87022P21 IN, E v1' 7 a1,,OREGO �� 4 A. HE EXPIRES:06/30/2015 December 5,2014 e A8 omnis nis-)?earriesign Foram tsrs;Ad READ hCTES ON THIS AND INCLUDED 14I7EKREFERENa PAGE Mil 7473 re c 1/29/2MBEWE UV l ,, 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,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,051-89 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 it Southern Pine ISP)lumber it specified,.the design eskkax are.R.§rase affective 06/0012013 fre,kiSG Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351199 PL14-412_UPPER F22 Floor 2 1 Job Reference(optional) Pacific 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:c53KNt9S8dZANgLpvMEnZkyCd11-nsBwxTtUvwje6PUz9VDbcFY?PU1 i3o_DoY6c7iyCJxm 1 1-3-4 1 2-3-0 I Scale=1:22.6 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 6 7 2, o- o- 9 1 10 3x4= 3x5= 3x5= 3x4= 13-0-4 I I 13-0-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP 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 BOLL 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/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) 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 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 5p PRO ~,s �NGINEfi,9 S�©2(id - 8 $ 2PE r �"' CD 'cli 5' A °REGO t-5 9. Odd' BER \R_� A. He EXPIRES:06/30/2015 December 5,2014 4 t ®W411N+f.`.Very design raaate rs and R£ALI ICUS ON 57010 AND ACM lt£FE6EME MOD KU 7473 rsx 1/15/216 BEFOREUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. MI Applicability of design parameters and proper incorporation of component is responsibility of 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 �T1�Ir° erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYB Al fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPl1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 tgbestInformation hzrnPine(SP)vRmstaaa isor4assi6ecathe design vetoes are-these uitactive 04/001201.3 by 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351200 PL14-412_UPPER F23 Floor 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:06 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl l-F2iJ8pu6gErVkZ39iCkg9S59EuJGoBUN1 Cr9f8yCJx1 If-a=1-1 I 2-6-0 I 0-f18 Scale=1:36.6 4x4= 3x4= 3x4= 3x4= 3x6 FP= 3x5= 1 2 3 4 5 6 7 8 9 10 11 0 '2 V- 'N.l'V- 9 V 'N:1 7- a 20 \ d N a o • o o 19 18 17 16 15 14 13 12 4x5= 3x6 FP=3x6= 3x5= 3x8= 3x4= I 21.6-12 21-6-12 Plate Offsets(X Y)— [1"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 0.20 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- 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) 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(lb)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 <<',co PRQFfiINE ss 2 870 2PE 9r,. 7 '0); OREG N5)44 SA, HEN EXPIRES::06/30/2015 December 5,2014 4 A WARNIM-b rtf4 deli a parameters ax.i READ ETES ON TES ANC T ttt0ES NITEK REFERENT PACE ME 7413 spa 1/2S/2O14SERtiEUSE ... ,Y 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 responsibillily of the Miler( .. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control.storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria,VA 22314. Citrus Heights,CA,95610 If Souhern Pine ISM iaa bet is specified,the.doxi;n.:uatueu am-these effective 06,fO1/203..3 by MSC Job Truss Truss Type Qty Ply POLYGON R43351201 PL14-412_UPPER F24 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 12:14:07 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-jFFhM9vkRXzMMjeMGwF3igdNM119XmV WGsbjBbyCJxk 0-146 Scale=1:33.5 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 • 2 9 c o a a a a c a o- m a e e e - 38 a 0 d 3E 37 o . a 6 e e e e e e ., e e e e e 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x6 FP= 1-4-0i 2-8-0 4-0-0 5-40 6-8-0 I 8-0-0 I 9-4-0 1 10-6-0 i 12-0-0 1 13-0-0 1 14-8-0 I 16-0-0 1 17-40 i 18-8-0 1 20-0-0 29-4-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-40 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-4-1 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl 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 Ina' YES WB 0.03 Horz(TL) 0.00 19 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:97 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 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 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 REO PR O Fs yo 87022PEr .54 lClk�,,; OREG N €),(3',14/1\1 Cf $ER ,\ P� EXPIRES:06/3012015 December 5,2014 s e A W,458756.Verity dvsr/tt,avatar ocs ar,d READ P i5S ON TICS MIF'7M 11/550 MIMIC REFERENCE Pia'MI•7473 lea 09/2014 WOREU r Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the BI p-� �^ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding !VI fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Ifs*amohem oo$SP}available lumber is specified,from Truss d t desiU22314. Citrus Heights,CA,95610 Bst asses arm those etteectitre 0Gj02/2013 by.AR OC Job Truss Truss Type Qty Ply POLYGON R43351202 PL14-412_UPPER F25 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 12:14:08 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl l-BRp3ZVvMCr5DztCYgdnIEtAXIi5JGDkPV VVKGkl yCJxj 041-8 Scale=1:35.4 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 P. 0 0 0 0 0 0 0 2 2 2 o 2 m o 2 o e _ _ _ _ _ _ _ _ _ _ _ 38 0 N d XXXXXXXXXXXXXrXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX i ii o - 37 X X 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x6 FP= l 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0i 8-0-0 l 9-4-0 10-8-0 12-0-0 13-4-0l 14-8-0 16-0-0 17-4-0 18-8-0 20-0-0 21-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-6-12 LOADING(psi) SPACING- 2_0-0 CSI. DEFL. in (lac) 1/deft Lid 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 puffins, 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. (Ib)- 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. (lb)-Max.Comp./Max.Ten.-All forces 250(Pb)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 (C4,E0 PR°Pe. 2 4 87022PE " / 7 'o, OREGO (f,© kt • A. Heck EXPI RES:06/30/2015 December 5,2014 i t ®m7Rt"J-Ver,'/ydtuiopatametsrsxlfdREAD ND7ESONMIS AM INCLUDED Nfla FIFERENCE PKUI.7:13:Ts 1/25f2tffd1,ERWtJSE —•• Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. I* Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is-for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Mire erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quattty Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pim(sP)tumbee is coed,ttseciesi}m vatues are these rdfestive 06/01/201.3 b+yA SC Job Truss Truss Type Qty Ply POLYGON R43351203 PL14-412_UPPER F26 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 Mirek Industries,Inc.Thu Dec 04 12:14:09 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZcyCdl1-fdNRnrw z9D4b1nkOLIXn5jfU6Jz?VtpjA4pGTyCJxi 1-0-4 l 2-6-0 I 0-fire Scale=1:41.5 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5 = 1 2 3 4 5 6 7 8 9 10 11 12 •' I/ 7V Z721 7 -' N ,A,,,- 20 20 19 18 17 16 15 14 213511 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 1.5x3 SP= 0-'lr8 244-12 0-1-8 24-3-4 DEFL. PLATES GRIP LOADING(psf) SPACING- 1-7-3 CSI. in (loc) I/deft Ud TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -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 >748 360 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:122 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. (Ib/size) 13=1062/0-5-4 (min.0-1-8),19=1062/0-1-12 (min.0-1-8) FORCES. (lb)-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. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)19. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/7P11. 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 �? ,s11/4t.0 PRO,' 87022PE c N , ry ' �'0); OREG•N (1'57). �4i �°CI -''SER. \\ P� EXPIRES:06/30/2015 December 5,2014 t _ A WARNEY3-Ver,'irdeOgn aan>eirtsandREALL TES OM}THISS,MM)72 €DfiTEKREFE.'.rtEMiE:AGEEHit7473rex1,/25/29S6EfR MBE Design valid for use only with Welt connectors.This design is based only upon parameters shown,and'a for an individual building component. �k 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 FYI fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1P11 Qualify Criteria,D5B-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine(Say(1aambee is sssciN1a4,the s}tslgn viatrues are those MEsstirat rib/oa flo1.3 byrAtSC Job Truss Truss Type Qty Ply POLYGON R43351204 PL14-412_UPPER F27 Floor 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:09 2014 Page 1 ID.c53KNt9S8dZANgLpvMEnZkyCdl1-fdNRnrw_z9D4b1 nkOLIXn5jhg6ORbHpjA4pGTyCJxi 1-7-12 1 2-6-0 I 0118 Scale=1:25.6 1.5x3 II 1.5x3= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3= 1 2 3 4 5 6 7 1 /Nr. -.7--Nit. -.0,-No... 13 0N 7 o- c e 12 L h/ 1+.. 10 9 / 3x4= 3x5 = 3x5= 3x4= 01118 149-4 I 0-1-8 14-7-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud 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(lb)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/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 �?,Ep PRO,L mac,. 'G"Gt Ec cSrO 17 870 2PE. to t‘i " "t>, OREGO (1cJ4/ 'P �41ass 8ER1' 4 A. I-1— EXPIRES:06/30/2015 December 5,2014 e f a WARNING.Verity dvs nraralarrersandREA,/0 FSCtiTICS AND miCtIPZEDNITEKREFEAENKPGE11/77473i£n.112912014RE:MEUSE 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 BL erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Mi ET ek* fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Bonding 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 tis nes tSP)/lumber is specked,the de s values are there ed€eccive oe/011301.s by MSC Job Truss Truss Type Qty Ply POLYGON R43351205 PL14-412_UPPER F28 FLOOR SUPPORTED GABL 25 1 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:c53KNt9S8dZANgLpvMEnZJcyCdl1-fdNRnrw_z9D4b1 nkOLIXn5jji6Rc?gUpjA4pGTyCJxi I 1-0.8 1.553 II 1 3x4= 2 Scale=1:13.2 L L ♦♦♦♦.♦♦♦♦•♦♦.♦ 4 St 1.5x3 II 3x4= t r r 1-3-8 I 0.i 3 1-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/deft 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 BCDL 5.0 Code IBC2012/TP12007 (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 '?,g) PRQp $s '(NE�,9 61‘C. cc 87022PE r 5. �A� QREG N (c,All -'?'0 �'1/8ER 1\ A. HSTN EXPIRES:06/30/2015 December 5,2014 4 r ®tYA./sNTY3-Yerfffdexinparameors and READ f '1£SG/{THISANG/tifTL£D MITK, FET4Ef473345EtfII7473rel1121/2014BEMUSE g.. 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 a 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 IX! fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quardy Crileda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 if Information #h€n BRrse OP)Witcher oiflad,the deelge aafttzs ere ethaw effece�iv3e00/411/20 3 trek SG 22314. Citrus Heights.CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351206 PL14-412_UPPER F29 FLOOR SUPPORTED GABL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:10 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-7gxp_BxckSMxDBMxx2pmJlFuhVntk7kyygpNowyCJxh 1 0-10-12 1 1.5x3 II 1 3x4 = 2 Scale=1:13.2 0 0 N • a �������'I ... 1.5x3 II 3x4= 0-f-0 1-1-12 0-6-3 1-1-12_ LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid 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 puffins, 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=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 ANSUTPI 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 c= PR Ore, 4t 870 2PE y �.,,,, OREGO ©� M ER .� A. HSn EXPIRES:0£/30/2015 December 5,2014 s 0 AWA'riNL:YJ Very design ruranxtersax:-REA,MIS ON77CSANO!matzo NIT€KREFEft€M PAGE Md77473mc1/251204BEMUSE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. I' Applicability of design parameters and proper incorporation of component is responsibility of building designer-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 - IYI-fpr k, erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citms Heights,CA,95610 IfSnuttsem PinetSP)lamahuc is spoufiett;the sten a utsxcs ere l9tutaseffettierer%/o1f2o1:3 by AMSC g Job Truss Truss Type Qty Ply POLYGON R43351207 PL14-412_UPPER F30 FLOOR SUPPORTED GABL 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Dec 04 12:14:10 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-7gxp_BxckSMxDBMxx2pmJIFu5Vnwk7kyygpNowyCJxh 1.5x3 II 1 4x4= 2 Scale=1:13.3 L 13 1 4 3 1.5x3 II 4x4= �0 0-9-12 I -4 0-9-12 Plate Offsets(X.Y)— 11:Edae_0-1-81.f3:Fdae 0-1-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid 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 Ina YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:9 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-9-12 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=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(lb)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)This truss is designed in accordance with the 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 ROF G I S c�v 'c .87022PE r" ,i/44.,.., �y :A'xOREG N (PV�11 �� 8 ER �� {'' A. HEck P EXPIRES:06/30/2015 December 5,2014 it if ®wAfTPd1.F3-Verify de_=ignpaw ter€attdREAD IC TES OfdTHIS AND INCLLVEDNNTEKREFERENCE.PAGE MIT7473ter.1,25/201d9f2/E 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 e� 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 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/7PI1 QuaBly Crflerfa,DSB-89 end BCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 I#Saratitarr Pima(SP)Kumdsar is epedfied,that desi r vsiucs axe these effective 09/01/2014 byAtSC Job Truss Truss Type Qty Ply POLYGON PL14412_UPPER F31 FLOOR SUPPORTED GABL t 1 R43351208 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:10 2014 Page t ID:c53KNt9S8dZANgLpvMEnZkyCd11-7gxp BxckSMxDBMxx2pmJIFuSVnrk7kyygpNowyCJxh 1 1-0.8 1.5x3 II 1 3x4= 2 Scale=1:13.2 0 0 N ♦♦♦•.♦♦♦.♦.♦♦♦ .% 1.5x3 II 3x4 = 0. 0 1-3-8 I 0-01-3 1-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/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(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/TP12007 (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 p PROF'ikt. etc, ✓\'Si ds) C),4`� 870 2PE r 5. V� h �4) DREG N }Zo LUQ IS., BER 1\ AYa S A. - EXPI RES:06/30/2015 December 5,2014 t Ae WARMS-Ver,'fydesign Ya:amemrsaadkE!Iif IE"SCHTHIS,41 7,5CILg€➢KM(REFEREMTM Mil 7473meF/25M11$OE TRFUSE n.� Design valid for use only with M7ek connectors.Thu 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 Mi ek • fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-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 If Southern Sine ISp)7urnis its specified,the design values art those effective O6/88f2O23 tyA SL` Job Truss Truss Type Qty PlyPOLYGON R43351209 PL14-412_UPPER F32 Floor Supported Gable 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Dec 04 12:14:11 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZ wCd11 cOVCCXyEVmUogKx7VmK?SWo3Jv74TZS6BUZwKMyCJxg 1 2 3 4 Scale=1:13.0 — — J N .. ... . . . . . ..... .. 8 7 6 5 3-7-0 I 3-7-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ltd 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 5 n/a n/a Weight:19 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 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(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 44, ct $7022PE ter' to 04 > . -,�A� OREG®N et©1 CI :' .BER \ EXPIRES:06/30/2015 December 5,2014 e M5 i ®WA/W -Vedfydeliga paaxa n rtr4 d REAP IMES ON THIS AND MUSED NTT€K REFERENCE PAGE 1477 7 473 rec.1/15/2814S9)4ELSE Design valid for use only with Mirek connectors.This design is based only upon parameters shown,and is for an individual building component. MI Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 1[ �I�` 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 Building Component 7777 Greenback Lane,Suite 109 1#SoutInformation hern Wm*OP)vlumbers cited,the desiptvaittttas aceethesee sect-Shia 081131/3013 by.AtSC 22314. Citrus Heights,CA,95610 Job I russ Truss Type Qty Ply POLYGON R43351210 PL14-412_UPPER F33 FLOOR SUPPORTED GAOL 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 12:14:11 2014 Page 1 ID:c53KNt9S8dZANgLpvM EnZkyCdl l-cOVCCXyEVmUogKx7Vm K?sWo2dv70TZ_6BUZwKMyCJxg 1-4-0 1.5x3 II 1 3x4= 2 Scale=1:13.2 0 b • k. 4 ��������������������►a�1 1.5x3 II 3x4= 0.Q-0 1-7-0 0-d-2 1-7-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud 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/TP12007 (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. (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 Rt� PROF s cp 87022PE A„„OREGO tial S A. HE- EXPIRES:06/30/2015 December 5,2014 � 1 A KAMM-Verily design paramers and READ IC TES 01i MIS INCtULED MIRK REFERENCEPAGE1fI7473mcI/29/2kf8BE REUSE a' Design valid for use only with Mifek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Mitek° erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Crileda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 IFS:et Thein.line ISP)lumber is specified,the design values are these effective 000112013 tsyAYSC Job Truss Truss Type Qty Ply POLYGON R43351211 PL14-412_UPPER F34 FLOOR SUPPORTED GABL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:11 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1COVCCXyEVmUogKx7VmK?SWo3?v7ATZ 6BUZwKMyCJxg 7x10 II 1 2 Scale=1:13.3 0 4 -- 3 7x10 II 0.o-0 0-7-4 2 0-7-4 Plate Offsets(X.Y1— 11:Edae.0-1-81.14:Edae.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Ud 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 BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:9 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-7-4 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) 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 PROF c6 tGINE . /0 870 2PE C c', 7 -0„,,, GREG N 15,,©� '"P 00 F�8'ER \\ r' EXPIRES:06/30/2015 December 5,2014 4 f _ ,. WA.riNT (-V&ffdeai7nparawmrs andRREAP!VGTESOHTNISAND Damn NTTEYRsEFEREN PAGE MUT 7473 mc.1,/252U1dfl.C<4fE/S Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ii 1[i�� * erector.Additional perm �XB anent 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/Till Quality CrftmM,D5B-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informalion available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 IfSaathere HinIS3:1111111b42dis specified,the designeafoer are them efactf+.e 06/01/2013 byM SC Job Truss Truss Type Qty Ply POLYGON R43351212 PL14-412_UPPER F35 FLOOR SUPPORTED GAEL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:12 2014 Page 1 ID:c531W t9S8dZANgLpvMEnZkyCd11-4C3aPtztF4cfSUWJ3TrEPjLD8JSECOEFP81UtoyCJxf 1-5-4 1.5xx3 II 1 3x4= 2 Scale=1:13.2 0 N 4 ♦♦ ♦••••♦ ♦*4- 1.5x3 II 3x4= 0.¢0 1-8-4 1 1-8-4 LOADING(psf) 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/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 1-8-4 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. (lb/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. (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 PR Ore, ti'`�o c5 �NGI E� �fp2 87O22P, �< 'b); OR GON (1, 4u 90 4)148ER \5 •\ ©SA,. N P EXPIRES:06/30/2015 December 5,2014 f ®W4RNIt/"i.Veritydro/ a raramctcrs and READ A&TES 04 MS AND PPATIISES NI7€t(,RETEREM"E PAGE MU 7413 ret.1;`29/22IUBErsWt/S 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 MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 QuaBly 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 it Southern Pine OOP}&Amber is specified,rhedesigrr rrstues are Those eductive OG/01/2013 by MSC Job Truss Truss Type Qty Ply POLYGON R43351213 PL14-412_UPPER F36 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:12 2014 Page 1 I D:c53KNt9S8dZANgLpvM EnZkyCdl1-4C3aPtztF4cfSU WJ3TrEPj LDrJ SJ C0EFP81UtoyCJxf I 1-1-4 I 1.5x3 II 1 3x4= 2 Scale=1:13.2 0 0 1.5x3 II 3x4= 1-4-4 I 0- 2 1-4-4 LOADING(psf) 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 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 1-4-4 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=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 OF 4\AGP 4;9 % c 870 2PE N ,� ili 5. �"P,x OREGO ,) Cb,s :ERHe\v,'\a‘>-`'. EXPIRES:06/30/2015 December 5,2014 t _ r A ONCE-Verey design rarar lrs and READ PLIES ON TINS ANL IM2MJMES MIEN REFERENCE PAGE Ma 7473 rat 1/19/2SJ4 BIFO1E(ISE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. I Applicability of design parameters and proper incorporation of component is responsibility of building designer-riot 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 N}iTek* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Inlormaiton available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 1fSouthiernPirse(SP)lsr rleer Is specified,nine design velum one thole effective 06/01/2013 ayALSC Job Truss Truss Type Qty Ply POLYGON R43351214 PL14-412_UPPER F37 FLOOR SUPPORTED GABL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:12 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-4C3aPtztF4dSU WJ3TrEPj LEUJSN C0EFP81 UtoyCJxf 1.5x3 II 1 4x4= 2 Scale=1:13.3 0 4 3� 1.5x3 II 4x4= 0-4o 0-11-0 01-1 0-11-o Plate Offsets(X.Y)— [1•Edge 0-1-8].[3:Edge 0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Ud 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 WE 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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 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 Rip PR 0Fes. kAG c‘s . 870 2PE to cl1/4'0�,OREGON rya©tU ` A. HR EXPIRES:06/30/2015 December 5,2014 4 ®I1ArtNl5/3.Ver/tp dculyn parameters sed READ A.C-'TES 0Y 17415 AM MIMED MITES REFEREM E MSS#42£7 413 res 1129/201413E,lEf1SE: —� Design valid for use only with Wei(connectors.This design is based only upon parameters shown,and is for an individual building component. �A Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibiltity of the - A��T��+ - - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,00-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 S hern lhnetsis)Inmates is specked,the designvalues are.thole eee¢tive 05/O2f2O5.3 IWALSC g Job Truss Truss Type Qty Ply POLYGON R43351215 PL14-412_UPPER F38 Floor Supported Gable 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:12 2014 Page 1 ID:c53KNt9S8d7ANgLpvMEn7JcyCd114C3aPtztF4cISUWJ3TrEPjLE1 JSKCOEFP81UtoyCJxf 1-0-0 1.5x3 I I 3x4 = 2 Scale=1:13.2 o 1.5x3 II 3x4= 1-3-0 1-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 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 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.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(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=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(lb)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 tat° PROF&t., tc�g N l F9 S0 87022PE y `S' N '°,,,OREG*N t- a 14/ BER S A,. HERS EXPIRES:06/30/2015 December 5,2014 4 WARITIM3-Vecity denim parametErs god READ WITS OW THIS ANL MIMED NITEK REFERENCE PAGE KIT 7413 me 1125/2014 reimiSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1$111111 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the hie�* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYe fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPI1 Quallly Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If South.anPine(0P)hnarben is spec iffirsd.the'dgn vmtasas are-thaws effective 0,0O1f2O1.3hY AMSC Symbols Numbering System Al General Safety Notes PLATE LOCATION AND ORIENTATION 1 s " Center plate on joint unless x,y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property/q I (Drawings not to scale) Damage or Personal Injury rM� Dimensions are in ft-in-sixteenths. U4 Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal orX-bracing,is always required. See SCSI. 2. Truss bracing must be designed by an engineer.For 0-1/16' 4 wide truss spacing,individual lateral braces themselves 0may require bracing,or alternative Tor I c0 bracing should be considered. F r 3. Never exceed the design loading shown and never Alli stack materials on inadequately braced trusses. Olding ,(1) 4. designer,ProvIerection e copies of tsu his tervisorr,propruss design erto y ownere land For 4 x 2 orientation,locate c�$ BOTTOM CHORDS cs6all other interested parties. p y plates 0 'fig' from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE Joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. `Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1 352,ESR1988 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 i� Indicated bysymbol shown and/or SYP represents values as published specified. �i Y 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. 11\1111Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. .M. reaction section indicates joint111 M6=J11111 il number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MI EMI ►_. 10 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. Milwek7 BCSI: Building Component Safety Information, 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