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/i 7:,4 c=/(.., c'(t)` / 3i'2= SLS Vi « e, rcL 5 > Mlle ..a(4$ - i . ;..,,s> r`a'y. FEB 1 2016 MiTek� OF , ,.. 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 ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. C.. DPROFecS'd' ,,XyGI NE' ',$:. o � 2 `c 87022PE 9 m y •45,,, OREGON n Vit' 6'4/$ERA\ \-\C'0,s, A_ HeP ck 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. , Job Truss Truss Type Qty Ply POLYGON 843351178 PL14Al2 UPPER F01 Floor Girder 1 1 Job Reference(optional) Parc 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:c53KNt9S8dZANgLpvMEnZkyCd11-JO279JfB80SCye6W5juNuSouREwTrj2agllfVlyCJy2 1-0-0 1.5x3 II 1 3x4= 5 2 Scale=1:13.2 Mil IIII 11E11 IN 0 _ o N ■ M ■�-. Lig Pr Ail 4 " 3 1.5x3 II 3x4= I 1-3-0 I 1-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 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 Weight:11 lb FT=0%F,0%E BCDL 5.0 Code IBC20121TPI2007 (Matrix) 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.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=183/0-3-8 (min.0-1-8),3=219/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Refer togirder(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 CASES) 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) Veil:5=-277(F) ti4EO PRQp �,\5� IPJ �� 817 70 2PE N ICV ���,,OREGON ��©� 1OQ�46EF, t'� `s A. NRS EXPIRES:06/30/2015 December 5,2014 S 4 ®lorAANM-Verity deaz3n,caranreforsandREAD ICTES ONTHIS AND mama WEEK PAGE 14ff.7473reB1,`2f%ECU tFt Design valid for use only with M7ek 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 MI is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the (t A'Te1R.' 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/TP11 Quality Cdteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 faflvaeoo Plate Street,Suite 312,Alexandria,VA Citrus Heights,CA,95610 ISouthern F " lusTruss the ��utsur oss entiee €Oi[ nyASSC Job Truss Truss Type Qty Ply POLYGON R43351179 PL14-412_UPPER F02 FLOOR GIRDER 1 1 Job Reference(optional) Parc Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:49 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-FnAta?hRg?ivCyFuD8xrztuGC2X7JZzs73EmaeyCJyo 0-1-8 HI--1 -11-1 f-R-011 1-2-0 I f11-8-71 11-2-0 11111-13A Scale=1:41.4 4x6 I I 3x6 FP= 3x6 FP= 1.5x3=5x8 II 5x6 I I 4x6 I I 5x6 I I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1920 21 22 23 24 25 42 /. `. H L L _ S- m „ zre.\ r/ el e o *21 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 5x6 I I 6x8 I I 8x8= 3x6 FP= 5x6 II 5x6 II 3x6 FP=5x6 11 8x6= 6x6= 1.5x3= 8x6= 5x6 I I a 11-8-7 10 7 18 Dl I 11-11-13 I 0-7-0 Plate Offsets(X.Y)- [33:0-3-0,0-0-0]135:0-3-0 Edge] [41:0-1-8,0-0-5],[42:0-1-8 0-0-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.19 34 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.30 34 >944 360 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.06 26 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:208 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.OE(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 41=1738/0-5-8 (min.0-1-8),26=1460/Mechanical FORCES. (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. � �£o PR OF�st� 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)41 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity �y�,;INEF f0 of bearing surface. 2 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �✓ I� 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 > 4 2�E / 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 (j3 / >CV down at 16-0-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. Cy" �� rst 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,40 . AP 4 LOAD CASE(S) Standard 0 $ 'R 1 '' 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 A He?, Uniform Loads(plf) Vert:26-41=-8,1-25=-80 EXPIRES:06/30/2015 December 5,2014 Continued on page 2 li ® LARNIM3-Ye"Pg deaz7m:arameaa:jPfAbt�;�SGNFFfifl�ZKS[v€4 HIM flzPAGE tar T473imtr1;Z4%Z[588E'£!SE ..« Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify of the MiTele erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 It Sauxhasn Pine t3:P)hueelesa is specified.th*fesigas�sttues are these r3€rctivr 06/01/2o15 tspAt Job Truss Truss Type Qty 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 2 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-Fr1Ata?hRg?ivCyFuDBxrztUGC2X7JZzs73EmaeyCJyO LOAD CASE(S) Standard Concentrated Loads(lb) Vert:9=-965(B)17=-177(B) t mi 1 � AifA: lI?,-Ver'fdesiyurasaamtersuralREAP IES ON THIS AMi111211C'FD14.17EfIEFL.tcEM e PAGE 1111.7473 ml/2SJ2f1€87 1 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. . Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown T is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibillity of the Mi Aek� 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/TPIt Qualify Cdteda,DM-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 tSafety Information tbe Southern fere'Oa)vaaeeber is stseTifred„athedeadgn veah.Nas aen 58 n 4becPcttsre 0041212013 beALS[4. Citrus Heights CA,95810 Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F03 R43351180 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 Paget ID:c53KNt9S8dZANgLpvMEnZkyCdll-jzkFnLi3RJgmp6g5mrS4V4QR5RxW2yCOMjzJ64yCJy? I 1-7-0 I I 1-9-0 Scale=1:17.8 6x6= 3x6 II 3x6 II 3x6 II 3x6 II3x6 II 1 11 2 3 4 12 5 13 6 2,rtiX' • II 10 g = 8 6x6 3x6 II sub II 6x6 = I 9-4-0 9-4-0 I LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ud 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/TPI2007 (Matrix) Weight:78 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=1045/Mechanical,7=889/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1033/0,1-11=-770/0,2-11=-770/0,2-3=-770/0,3-4=-1123/0,4-12=-1123/0,5-12=1123/0 BOT CHORD 8-9=0/1102,7-8=0/781 WEBS 5-7=-1068/0,5-8=0/476,4-8=-311/0,3-9=-463/0,2-9=-417/0,1-9=0/1082 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)276 lb down at 0-6-10,132 lb down at 2-1-13,132 lb down at 3-9-0,132 lb down at 5-4-3,and 132 lb down at 6-11-6,and 132 lb down at 8-6-9 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). - LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) skt0 Rape Concentrated Loads(Ib) tSCSI Vert:4=-132(F)3=-132(F)2=-132(F)11=-276(F)12=-132(F)13=-132(F) 0.4G1N fi„,,, ,O2 870 2PE ,, r. , 0 - mpTOREGON 40 'P fiiii A. HE . EXPIRES:06/30/2015 December 5,2014 4 At kTARPef6-Vaal/desgnparametersaudREAD!iOTES°MRCSANDNEMER KIER`s£££f€£fd'TPAGE m 7473rcx.129,11014DffOfEi 1.. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown . is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the �t erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MITek• fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPIl Qualify Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights.CA,95610 7777 Greenback Lane,Suite 109 tfSautharrt Pine tsyv).tunsstar is specified.rise esignr values are Stfate effective OG/8@itzon by At•.;SC Job Truss Truss Type Qty Ply POLYGON R43351181 PL14-412_UPPER F04 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:51 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-BAle?hihCdydRGPHKZzJ2lzdZr9fnL_9whi5 yCJy_ 0-1-8 0-1146 H 11-0-8 1 2-6-0 1 sae=1:42.6 1.5x3= 1.5x3= 3x6 FP= 3x6 FP= 5x6 II 1.5x3 = 1.5x3=6x6= 4x6 II 6 7 8 9 10 11 12 13 1 2 253 4 5 � ,s g � L 24 22 mlc L d V2321 rfi ►� , oriii 16 14 30 19 18 17 3x5= 4x8= 3x4= 3x4= 4x8= 3x6 FP= 3x5= 1.5x3 SP= 24-6-8 I I 24-6-8 Plate Offsets(X.Y)— 122:0-1-8.0-0-81.124:0-1-8.0-0-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft 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 Weight:155 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) 14=1065/0-5-4 (min.0-1-8),20=1080/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-25=-1884/0,3-25=-1884/0,3-4=-1884/0,4-5=-3330/0,5-6=-3330/0,6-7=-3330/0,7-8=-3502/0,8-9=-3502/0, 9-10=-2404/0,10-11=-2404/0,11-12=-2404/0 BOT CHORD 19-20=0/644,18-19=0/2741,17-18=0/2741,16-17=0/3547,15-16=0/3087,14-15=0/1360 WEBS 12-14=-1666/0,12-15=0/1279,9-15=-836/0,9-16=0/509,7-17=-265/0,4-17=0/723,4-19=-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 { CO PROEMS' 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ,...,‘GINE , 6-./O. Uniform Loads(plf) Vert:14-20=8,1-13=-80 $ 1' Concentrated Loads(Ib) 70 2PE �/ Vert:25=-20(B) V to '6,,,OREGON 455 L/ O ' 8ER \'� Pte. A. Hen EXPIRES:06/30/2015 December 5,2014 4 .r 1 A SRNft -Verify design pararrte rsrs lad READ iS1 I€5 CM FffESAN&MIXED MIER REF€REfKE PAGE If11.7 473 me 1,12513 t11Bff t1SE. ... 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 ��ekr is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction s the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 7777776-Greenbackea, L ne, Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. if 5authere.Mew 1 )taunlas isapatttfied.the design srahaas are ttrasa effective 06/01/201.51ryALS+C Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F05 FLOOR GIRDER 1 1 843351182 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 30 s ID:CS3KNI9S8dZAN9LpvMEnZkul 11 ,dll-�BAIe?hihCdydRGPHfCZz1Inc.Thu Dec 21zd4rI0nX19aN'se1 1 WfCJY_ I 1-2-12 :51 2014 P 1.5x3 I I 1 3x4= 2 Scale=1:t3.2 0 0 r 5 4 3 1.5x3 II 3x4 .--- I I 1-5-12 I 1-5-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) 0.00 (loc) I/dlfl 80 PLATES GRIP TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 MT20 220/195 BCLL 0.0 Rep Stress Incr NO 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- TOP CHORD 2x4 DF 2400E 2.0E(flat) BRACING- BOT CHORD 2x4 DE 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 1-5-12 oc purlins, except WEBS 2x4 DF No.1&Btr(flat) end verticals. 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 � p PR oFFs I 2PE ,ri ~< �' d�1, OREGO �a ' ` A. IA EXPIRES:06/30!2015 December 5,2014 ®€Ca ash C-Verity dcsi",n pa;a»x_ers ar,3 READ 80175 ON 110,ANLI MIMED MUSK t EFEREM.E 1l'tSEE 1111.7413 re 3,/28/22�d t ci 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 . ierector.s for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the fabrication,qualityllcontrol,storage,anent a erection and bracing, onf the overall structure is the responsibility It sibilANSI/TPi1 Quality Criteria,DSB-9ng designer.For eneral guidance regarding MiTek 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 its teen Pine 1 )Aucraba+r is saza£<ed nine design values are tuna.s±4€eataase 1%f8T3,f2iT338ryA SC Cibus Heights,CA,ne, Job Truss Truss Type Qty Ply POLYGON R433511B3 PL14-412 Floor 2 1 UPPER FOB Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:52 2014 Page 1 Pacific LumberB Truss Co., Lake Oswego,Oregon ID:rS3KNt9S8dZANgLpvMEnZkyCd11-fMr0CljKzw4U3P_TuGUYbVWmrFYbWNJp1 SQ9yyCJxz 0-1-8 Scale=1:35.5 H I 7-1-12 2-6-0 1.5x3 II 1.5x3= 5x3 I I 3x4= 1.5x3 II 3x = 1 1.5x3 II 3x5 . 4= 3x6 FP=1.5x3 II 3x5= 1.5x3= 5 2 3 4 6 7 8 9 102 17, m - a_ - > e o 18 g o N a m i17 e 12 0 6 15 14 13 3x6= 3x4= 3x4= 3x6= 3x6 FP= 3x5= 20-4-12I I 20-4-12 CSI. DEFL- in (loc) I/deft Lid PLATES GRIP LOADING(pap40.0 SPACING- 1-7-3.0Vert(LL) -0.12 13 >999 480 MT20 220/195 TCLL 40.0 Platesumbr Increasene 1.00 TC 0.20 -0.20 13-15 >999 360 TCDL 10.0 Lumber InaY1.ES WB 0.39BC 1 Horz(TLL) 0.05 11 n/a n/a BCLL 5.0 Rep Stress 012 YES Weight:101 lb FT=0%F,0%E BCDL 5.0 Code IBC2012lTPI2007 (Matrix) BRACING- TUMBER- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except TOP CHORD 2x4 DF No.1&Btr(flat) end verticals. BOT CHORD 2x4 DF No.1&Btr(flat) BOT CHORD Rigid rtiadirectly applied or 10.0.0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (lb/size) 11=886/0-2-12 (min.0-1-8),16=886/0-5-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)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 �.-''' P R Qp ss 4 -' �p-9 cc 87022P� r' i cv -4, c‘''' A- OR GON ti,-Q� 9C, MSER \°k P+ A. Hec' EXPIRES:06/30/2015 December 5,2014 I a ®fY}g(td7.�.t-S?er.'tf design raranaLtnrs a::d READ d6TEE ON&Sffs�Ah�mama)idIFE,Y/tEfE�4£/i�KE PAif�#lI 7473 res ie Z9j2fatd�115E Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. onsibility ner.Bracing shown i for lateral u designof individual web members only.Additional temp ary bracponent is ing to insure sttabitty during construction k thdesigner-not truss e responsib lily of the - MiTek.erector. Al suppoof bAdditional permanent ge,del of the erection and e is theresponsibility SI the building designee For generaldguidanceigregarding7777 Greenback fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Crrleda,DSB-89 and BCS(Building Component Citrus Heights, Aa95650uite 109 IfSSou Information Picky iSFlvlumber is s5ed„014 destgevs•Iaues are abaseeSucR$evtbee 06,01/2W1.3 by JsLBC 22314. Job (Truss Truss Type (Qty Ply POLYGON PL14-412_UPPER F07 GABLE 843351184 1 1 111 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:53 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-7YPOQNkykECLgZZfS_?n7j2zcfztFQ1 S2hCziPyCJxy 0-11.B Scale=1:39.4 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 1213 14 15 16 17 18 s e o o 9 a 19 20 - - - - - - S 42 I w 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= 1-4-0 ( 2-8-0 ( 4.0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 112-0-0 i i i i i i 13-4-0 14-8-0 16-0-0 17-4-0 16-40 20-0-0 21-4-0 22-8-0 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 (loc) 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/TP12007 (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) WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid verticals. OTHERS 2x4 DF Stud/Std(flat) ceiling directly applied or 10.0.0 oc bracing. 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. (AO PR Ope 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 `6 LAG 4 8 • 2PE / (1) mA),OREGO !La to S A. HERN EXPIRES:06/30/2015 December 5,2014 ®iaRrym-Verity design parameters mid READTESGNMIS AND€St;FlAT0DNITE?€kE€iE N PAGE ffI7.7473rcl/29/2X1.4BEFOREUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for an individual building component.of designparameters and proper incorporation of component is responsibility of building designer-not truss deiner.Bracing shown 11 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the 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/TPII Quality Cdleda,D5B-89 and SCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314.rr, 7777 Greenback Lane, Crus Heghts.CA.95610 109 if Southern ma „atSin ber kpec.is the vatuesAVE MOUE alfadri,;aa3stoa/zcta.sf yA sc 7ITruss Truss Type Qty Ply POLYGON 843351185 J ob FLOOR GIRDER 1 1 PL14-412_UPPER F08 Job Reference(Optional) 7.530 s Jul 11 2014 Mrek Industries, Thu Dec O4 12:13:54 2014 Page 1 Pacific Lumber 6 Truss Co., Lake Oswego,Oregon ID:c53KNt9S8dZANgLp MEn2 014 Mil11zmdjlaVY,Inc.Inc3s?hWO 0 b8Y3 201 KxXE CJxx pI 1-2-12 9i 2-0-0 L Scale=1:42.9 3x6= 3x4 II 3x4= 3x4= 3x4= 3x4= 3x6 FP=3x4= 4x4 = 8 9 10 11 12 13 14 15 1 2 3 4 5 6 A ,•� 3 a 26 °a zot I 1 Iti i t4N- 2 3#i i•to s 4/ N- o A log I 0 k/ N \ a 1 .. 0 25 41,- 114111104N14 41 114 : 19 18 17 16 24 23 22 21 20 3x5= 3x5= 4x6= 3x4= 3x6 3x5= 3x6 FP= 3x5 = 3x5— 25-2-0 23, 4 I 23-6-12 0-1-8 1-5-12 I 23-6-12 Plate Offsets(X.YI— f1:Edae.O 1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl M Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.12 Vert(LL) 0.00 18 >999 480 T20 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 nor NO WB 0.24 Horz(TL) 0.00 18 n/a n/a weight:138 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF 2400E 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 10-0 0 oc purlins, except end verticals. BOT CHORD 2x4 DF 2400E 2.0E(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing WEBS 2x4 DF Stud/Std(flat) rac REACTIONS. All bearings 23-8-4. (Ib)- Max Uplift All uplift 100 Ib or less at joint(s)18 Max Gray All reactions 250 lb or less at joint(s)24 except 17=768(LC 1),17=768(LC 1),23=392(LC 3), 21=364(LC 3),20=363(LC 3),19=361(LC 3),18=296(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 16-25=-377/0 25 26=-377/0,15-26=-377/0,13-14=0/286 BOT CHORD 16-17=-286/0 WEBS 1417=-579/0,14-16=0/474 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Allplates 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)Han ger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)272 lb down at 24-11-12 on top �Ffii� chord. The design/selection of such connection device(s)is the responsibility of others. C 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). � �)NE /� 7. LOAD CASES) Standard 87022P ,Te9' 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:16-24=-8,1-14=-80,14-15=-180(F=-100) Concentrated Loads(lb) / Vert:15=-272(F) y SAT OREGO tiQ.1 i -xt�©s 8 ER 1\si gyp A. HER EXPIRES:06/30/2015 December 5,2014 1 5 ®6CAkMI.Pa-tenly&lippammrrsrsMdREAD ICUSONTHU DOMED MITERREFERENCE MENEE 3473rDm1,125/2tI8ffi MFM` la 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 s the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Lane,Suite 109 fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/T911 Gaudily Criteria,DSB-89 and BCSI Building Component 7777314. 7s Greenbacke , L ne, e Information e41.46valaunberlsspex. nest ,aalues thus s festive Alexandria, MSC Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F09 GABLE 1 1 843351186 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7330 s Jul 11 2014 014 ID:c53KNt9S8dZANgLpvMEnZkyCdIM�xX8r31CGrT3wtj2ZP2FC88KOInc.Thu Dec 04 8fMj:55 2KXN h4mHyCJxw 1 2 3 4 5 6 7 Scale=1:14.0 L ' ° o e 16 — — — m 0 N 15 — — ► e e 14 13 12 11 10 9 8 1-1-0 2-8-0 I 1-4-0 I 1-4-0 I 1-4-0 I 1 0 I 6-8-0 I 7-4-0 I 1-4-0 0-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/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 Ina YES WB 0.03 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:38 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 7-4-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)14,8,13,12,11,10,9 FORCES. (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 �� [} PROP �t tiCa NG1 ��� �� `Z' 87022PE y.mph OREGO ',17,3-,1.11i �O" '48ER Nri 1\ PN• ' A. H EXPIRES:06/30/2015 December 5,2014 t4'A.IfMP,f}.a-t?er.'Pyr3csiga;.a:amc mr4 aqd f�7€S ON 7df7SA71D I:tiCt.it€4 SIT€!4'fr€'€€f€€hYE�MIT 7473 rag 1;'25fZttld Lam': 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 resporuibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding �I�e fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPIl Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 if Southern Ruse(' jlaarater is specified,tix dita:values are these effective 06/03/201.3 txy,dc SC Citrus Heights,CA,ne, Job Truss Truss Type Oty Ply POLYGON R43351187 1 1 PL14-412_UPPER F10 GABLEJob Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:55 2014 Page 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon ID:c53KNt9S8dZANgLpvMEnZkyed11-4xX8r31CGrT3wtj2ZP2FC88KNSfLjKWIV_h4mHyCJxw 2 3 4 5 6 Scale=1:12.8 1 J - = = 14 O N _ _ — — 13 e < a o- 12 11 10 9 6 7 ¢no 0 I 6-2-12 I 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 0-10-12 1-4-0 LOADING 40.0 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 7 n/a n/0- Weight:33 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 DF No.1&Btr(flat) BOT CHORD Rigid rtical directly applied or 10 0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) 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. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ��4EO PRO;GINE€ 1 8 s 2PE 1r �? S OREG�) �4 0 �C� ' BER 1' P� ©" A. NERC EXPIRES:00/30/2015 December 5,2014 I 8 Q t4At�f.�daVerify dcaign pram yrs 0-:,d READfIFS Gni THIS AND INCLUDED HIM'trfFERENGE PAGE T4fI 7473 rc x i;'��j2C2d B£�bR£tl� Id 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 Lane,Suite 109 fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPI1 QooIIIy Cdieric,DSB-89 and SCSI Building Component 77777s Greenbackea,CA,L ne,Su Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. 0 Souguisas lane)SP)fumiiSe is cpecifiett,€hedasiect vetoes ore'Mese effective 0001J7O13 by.MSC Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F11 Floor 8 1 R43351188 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) e 1 ID:c53KNt9S8dZANgLpvMEnZk530 s Jul 11yCd11-Y75X20mg1k 9bwX11E76ZUILgTFsv4Sf4ukeu Dec 04 12:13:56 2014 OdJkyCJxv 0-1-B H I 1-8-12 I I 1-6-8 1 2-0-0 Scale=1:38.0 3x4= 3x4= 3x4 II 4x4= 3x4= 3x4= 3x6 FP= 3x5= 1 2 3 4 5 6 7 8 9 10 11 12 13 3 E\ / \ / \\* /1/ \\*-40/ X Z \\.. 2 e o • 0 N � e OM m e 9 21 20 19 18 17 16 15 14 3x6= 3x6 FP= 3x5= 3x5 = 3x6= 3x4= 4x6= I 1-11-12 2-44 22-4-12 1-11-12 0-i-B 20-3-8 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.12 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.42 Vert(TL) -0.19 16-17 >999 360 BCLL 0.0 Rep Stress 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. (lb/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(lb)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. � ,?,,t13 ,D P �F�cS' 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard \J NG)N ' y �/0 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Lrr Uniform Loads(plf) 01 U I V E r' Vert:14-21=-8,1-13=-80 Concentrated Loads(Ib) Vert:1=-272(F) ti) N y '0); GREG•N et) IL 16 :48ER 1\ IC"\ A. HEC# EXPIRES:06/30/2015 December 5,2014 a i ByAR$NIMS Ye tydelign^aran>etersmdREA7at4DIESONTHIS AND INCLIt0EDMIER'REFERENCE PAGE NIL 7473rexJ,129/HUBS--8EUSE mll...� 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 insurestabilityduring 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/IPIl Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria,VA 22314. cams Heights,CA,sselD 7777 Greenback Lane,Suite 109 if Southern Pine8sp)iannluy is to the Malign valuesi7a are there ective 0G/oa/a11ss by ASG Job Truss (Truss Type Qty Ply POLYGON R43351189 GIRDER 1 1 PL14-412_UPPER F12 FLOORJob Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:58 2014 Page 1 Pacific Lumber 8 Truss Co., Lake Oswego,Oregon ID7.530 0-1-8 f H I 1-2-12 1 r- I 2-0-0 I Scale=1:43.4 1.5x3= 3x6 FP= 3x6 Fp= 1.5x3= 4x6 I I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 i 4_ y//WNW///rgiNlily III////// ♦\ aNR //NM 9 - a q\� e MCe X20 19 18 17 25 24 23 22 21 1.5x3 II 4x6= 3x6 FP= 3x5 = 3x5= 3x5= 3x5= 3x4= 25-2-0 I 1-5-121-1-4 71-6-12 1-5190.-R Plate Offsets(X.Y)— 11:0-1-8.0-0-81 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) -0.09 20 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.22 Vert(TL) -0.15 19-20 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) 0.04 17 n/a n/a Weight 167 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) 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 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 Grav17=640(LC 4),24=2401(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/297,2-3=0/293,3-4=-839/24,4-5=-839/24,5-6=-1707/0,6-7=-1707/0, 7-8=-1707/0,8-9=-2057/0,9-10=-2057/0,10-11=-1891/0,11-12=-1891/0, 12-13=-1891/0,13-14=-1210/0,14-15=-1210/0 BOT CHORD 22-23=0/1327,21-22=0/1327,20-21=0/1933,19-20=0/2024,18-19=0/1603,17-18=0/668 WEBS 2-24=-1393/0,1-24=-465/0,15-17=-890/0,15-18=0/720,13-18=-524/0,13-19=0/382, 8-21=-329/0,5-21=0/530,5-23=-678/0,3-23=0/857,3-24=-709/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. � � P � �� 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 0-1-8,and 1230 lbs � �t � s�o29 down at 1-8-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 87022P - LOAD CASE(S) Standard f 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) in Vert:17-25=-5,1-2=-150(F=100),2-16=-50 •Sls�A� OREGO q` ��✓ Concentrated Loads(Ib) Vert:1=-272(F)2=-1230(F) � s/ f3EF� 1� A Vi • EXPIRES:06/30/2015 December 5,2014 4 _ / a f€4,rtt m-Veerdesfya prated.,ters as:d REAS MTES G)7 T1/1S MIMED LhSB)MZT€K f.E€EEREfa PAGE f111 7413 lec 1,'29/2L14B Clt€t/SE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and 8 for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shownis ����� 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 Lane,Suite 109 fabrication,quality control storage,delivery,erection and bracing,consult ANSt/TPI1 Quailly Criteria,DSB-89 and BCS(Building Component 77777s Greenbackea,CA,ne.Su N Information Pine ISP)vlumbec ctf+zd Plate thedos°SrS:veNBsres are theta Street, .Sur Suite 312, 116/037203-.3 hyAA3:SC4 Job Truss Truss Type Qty 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:c53KNt9S8dZANgLpvMEnZkyCd11-U WDHT4o4YmrenKRdEXbygmmpJgfywgcBByvkNcyCJxt I D"6-4 4x1-I 1-2-11 1 1 0-8-7 4x4-] 1-2-n I I 0-6-1 I D9 1 2 3 4 5 4x4= 6 Scale.1:12.9 J _ 13 o 0 N ry 1 _ / — _ • 12 11 10 4x4= 9 8 41* 4x4= 4x4= 2-10-11 l 3-5-11 I 4-0-11 I 4-11-4 2-10-11 0-7-0 0-7-0 0-10-9 Plate Offsets(X.Y)- 12:0-1-8.Edge]44•0-1-8.Edge].[5:0-1-8 Edge].[7 Edge.0-1-81 j10:0-1-8.Edge].112-Edge 0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft Ud 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/rP12007 (Matrix) Weight:37 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=209/Mechanical,7=204/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(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 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 cc0.0 - ,i10 PROP c,, 14-1 Q 87022PE r 7 i•�p OREG•N ry5` 4/ II A 1-10k EXPIRES:06130/2015 December 5,2014 e 0 A WAVING design poausrersxudREAD AGUSONTHIS riWCDEW&EDMITE. kEFER€NCE PAGE Ml!-7473;me.1/25/2011B 0155/SE miaowDesign valid for use only with MTek connectors.The design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the �B 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 Qualily CrIteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informallon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 1f Southern Pine f5P)1asmher is specified.the designva{axes are These e*ective 08/02/201.3 by AMC Job Truss Truss Type Qty Ply POLYGON R43351191 PL14-412_UPPER F14 Floor 4 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:59 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-yinfgOpjJ4zV000poE6BN_ly?4ucfzPLQcfHv2yCJxs 0-1-8 H I 1-C'-8 I 7-6-0 I Scale=1:41.5 4x6= 3x4 = 3x4= 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 e- 23 a e 22 .1 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(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 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 Weight:124 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. (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=0/698,418=-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 ti�EO PROF-6s 870 2PE C q N" y ,(1,>,©REGC1 ti Y 164418 ER. S A. He- EXPIRES:06/30/2015 December 5,2014 ®MAIM-t'rr/fydesign aramefstssod READ lo-iS0M/THIS AND IM1IIOHIT€KPEFEREI PAGE HIT 7473 res 1,/25/2074BECAME 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 resporuibillity of the L ti'��IRE" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYI fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pane ll'SI)fumlee is spasifiest.the Assign vetoes are those effective O6/G1/2O13 by MSC 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 04 12:14:00 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-QvK1 umpL405M0eb0MydQvBr7xTIgOYkllfGOrSVyCJxr 0-6-4 I I 1-2-0 I I 0.8-7 1-2-0 1-5.1 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 • 9 a- N C C ! s p 13 12 11 10 9 3x4 = 8 1.5x3 II 1.5x3 II 4x4= 4x4= 3x4= 2-10-11 13-5-11 14-0-11 I 8-2-12 I 2-10-11 0-7-0 0-7-0 4-2-1 Plate Offsets(X.Y)— 12:0-1-8.Edge].[3:0-1-8.Edge] [9'0-1-8 Edge].]10:0-1-8.Edge].[13"Edge.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/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/TP12007 (Matrix) Weight:49 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 OF 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 ,c1/4V) PROre. 87022P 9f 9a </ ��FRGGNq , Cbss MSER �. EXPIRES:06/30/2015 December 5,2014 ®W4ANT -Year desiyararaaaeerssodREV)t°.CTESONTHIS ANL MUSED NIIE5REFERENEPAGEMIT 7473rec1115121110 BW,2P£a15:: 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,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 Strut hem Fina gyp)tvmb499 to specified,thiedesiges valuers ate these effectisse0e/01/2013 try A SC Job Truss Truss Type Oty Ply POLYGON R43351193 PL14�12_UPPER F16 - FLOOR 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:01 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll u5u056gzrhDDeoACwf8fSPOJ5ta87uxduw80_xyCJxq 0.1-8 1-?-17 8-4 9-0.0 I Scale=1:42.6 HI I P- I 4x5= 4x4= 3x4= 3x4 I I 3x4= 3x4 = 3x4= 3x6 FP=3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A \ N 2 q e - 19 18 17 16 24 23 22 21 20 4x6= qx6= 3.--x: x6 FP= 3x5= 3x5= 3x5= 4x6= 3x4= 25-2-0 1 1-5-121--4 23-8-12 1-5-12 0.11-R LOADING(psoSPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP 40,0 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 Ina NO WB 0.68 Horz(TL) 0.07 16 n/a n/a Weight:136 lb FT=0%F,0%E BCDL 5.0 Code IBC2012IfP12007 (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, 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=0/2105,20-2100/2105,19-20=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. 1��Q ���s The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �� GINE. --,.OA� LOAD CASE(S) Standard f�f 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 fF'� Uniform Loads(plf) Vert:16-24=-8,1-15=-80 v Concentrated Loads(lb) / „ Vert:1=-272(F) �A GREGG, <1,p 41/ t c'4 O F BER '\ g. A. HER EXPIRES:06/30/2015 December 5,2014 r 5 ®MVA.WdT.6 Verify design rataxrAters agd READ IC TES ON ME AIM<€ U£G M17£K AEF£A£P,YE/PAGE MU 7 473 reg.3,!2512316 BErE.A£1Af 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 a the responsibillity of the IYi)iPrk- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Lane,Suite 109 fabrication,quality control storage,delivery,erection and bracing,consult ANSI/1911 Quality Cdleda,DSB-89 and BCSI Building Component Citrus Greenbackea,k L ne,Su Safety rt I m eat5P/i t is Institute, ti an efective0Alexandria,yAAS 4. Job Truss Truss Type Qty Ply POLYGON R43351194 PLI4-412_UPPER F17 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 Mitek Industries,Inc.Thu Dec 04 12:14:02 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl l-MHSoJSrbc?L3FylOTNgu?cwUQHwdsKwn6atyWNyCJxp ¢7-41 2Fr0 0-N-8 Scale=1:40.7 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5=- 1 1 2 3 4 5 6 7 8 9 10 11 12 P. o - o o m o _ I_ a 21 p/I S ae a w `� �_ a 20 Alf 19 18 17 16 15 14 13 4x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 0118 23-11-12 0-i-8 23-10-4I Plate Offsets(X.Y)— [19:Edge 0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 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 IBC2012TTPI2007 (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(lb)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/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 -�Rc.fl PR Q fibs L45 '..GINE-4 .9 z 87022Pt - „ ' ,� �) OR ©d�� c„.., 418 E \\ ...p__ Li aHeck‘."/%. EXPIRES:06/3012015 December 5,2014 4 1 ®WARN1PS3..V . dcz sIXIL €QPITE.YREFERENCE tMff1P}3tc3,}z5j2f1d8EREi ` �� 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 IYii1p.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/Till Quality Criteda,DSB-B9 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. If-satsthere Pine tsa)lumber is specified,the design sseiues arethese effective 0G/G1/301.3 byALSC Citrus Heights,CA,95610 7Job 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:c53KNt9S8dZANgLpvMEnZkyCd11{TOAWosDNJTwt6Ka14B7XgTfHhG2bnOwLEdV2gyCJxo 0-1-8 itv.%p2-6-0 I Scale=1:40.1 6x6= 3x4= 3x4= 3x4=3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 9 z o z, = 20 II r ►tet 19 18 17 16 15 14 13 6x6= 4x8= 3x6 FP= 3x5= 3x5= 4x6 = 3x4= 23-8-0 I 23-8-0 Plate Offsets 0(.Y)— [19•Edge.0-1-81.[19:0-1-8.0-0-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 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 lncr YES WB 0.77 Horz(TL) 0.07 13 n/a n/a Weight:120 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) 13=1032/Mechanical,19=1027/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOPCHORD 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. R Of-es LOAD CASE(S) Standard C.) ��(j 1)U sfO9 87022PEca <' yv'ATOREG N �© ©s •. HR4 EXPIRES:06/30/2015 December 5,2014 4 � / ®PL4.#NT7 3-Vc,:tydcsign,aameinrs;Ad READ ETES OM INCIZED MTV( PAGE Hf}.7473 sex 1,119/Z014 Eat fEL#SE �" 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 responsibilliity of the (s IT�1.' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Greenback Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality CrIteda,DSB-89 and SCSI Building Component Safely inavalnbr from datele, s ee Sheet,Suite z Alexandria, Citrus Heights,CA,95610 f (�)8a &eeuct treesignrlu.aee aibMSC Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F19 FLOOR GIRDER 2 1 843351196 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:c53KNt9S8dZANgLpvMEnZJcyCd 11-JgaYk7sr8cbnVFvnbniM41?r45iTKMh4auM2bGyCJxn 0-1-8 1111 H I 1-8 1z I I 2-2-0 1 2-6-0 I Scale=1:38.5 Weight:143 lb FT=0%F,0%E 1.5x3 1.5x3= 1 = 3x6 FP= 3x6 FP= 5x6 II 4x6 II 2 3 4 5 6 7 8 9 10 11 12 eiti 0 ' - m Ill 19 18 17 16 15 14 13 1.5x3 I 3x6 FP= 3x8= 3x5= 3x4= 1 1-11-12 2-11]4 22-4-12 1-11-12 0-1-8 20-3-8 Plate Offsets(X.Y)— [1.0-1-8 0-0-8] LOADING(pst) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d 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 Incr NO WB 0.23 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) 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 Horz13=-1594(LC 4),18=1594(LC 4) Max Grav13=868(LC 4),18=3148(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Pb)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 -230/OH, 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. cT3 PRQF 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 4x?" 6+ down at 2-3-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 1� t t3I N4- Sip' 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �C. LOAD CASE(S) Standard � 0Z2PI 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) "44 17 Vert:13-19=-8,1-2=-180(F=-100),2-12=-80 <14 Concentrated Loads(Pb) ) Vert:1=-608(F)2=-1200(F) Y �0 OR GC?N o [u'y EXPIRES:06/30/2015 December 5,2014 e aI (4'�3fi1t7�`-t�'er.'3p design paame�rs and REAP7€3 ON 3N:&;4th tib i�€Ti MID(REFERENCE PAGE hilt 74I3 repat,3;'Z5fI&_bA€tI� �- Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MI 8 ° fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,058-89 and BCSI Building Component M. 7777 Greenback Lane,Suite 109 Citr Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. tt5 sithereax['.S A1P;}Surrr3.fac is specified.the design.vats on utiitesas astiwc 06/41/21#13 by MSC A. He?, Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351197 Gable 1 1 PL14412_UPPER F20 Floor SupportedJob Reference(optional) Pacific Lumber Si Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Dec 04 12:14:04 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-JgaYk7sr8cbnVFvnbniM417s65kRKPk4auM2bGyCJxn Scale=1:18.7 1 2 3 4 5 6 7 8 9 10 0 o a e o- o- — — — 0 d 20 19 18 17 16 15 14 13 12 11 11-4-8 11-4-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP 40.0 TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 11 n/a n/a Weight 55 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 DF Nod/Std( at)) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 11-4-8. (lb)- 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(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard INE��4ED PRQj fisc t.G ' 8 • 2PE ,_< RE:Gt ti •� �48ER \ P A,. HER- EXPI RES:06/3012015 December 5,2014 1 ®VANIM3..Ver rdcsi7n parametersand READ PIM OHTH:SAtd&I:14 LtS`€DHII€!r/tEFElENCE ME Mir 7473meAIN 2'14ftL::3,4£FISF 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 shownis R M��G for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Greenback Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSS-89 and SCSI Building Component 2314. Citrus Greenback CA,ne,Su Safety 5au#rers Pi>se(W)V t ito tfi Institute,denIseIN.Leeeffective toy AtSC Job Truss Truss Type Qty Ply POLYGON R43351198 PL14-412_UPPER F21 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 12:14:05 2014 Page 1 1 o-7-12 I 2-ID:c53KNt9S8dZANgLpvMEnZkyCdll-ns8wxTtUvwje6PUz9VDbcFY?xU4v3spDoY6c7iyCJxm 1.5x3 ll 4x0 1.5x3 II 1 2 4x4 = 3 Scale=1:13.0 J L 5 4 4x4= 3x4= 0(1- 0.1- 3-4-12 3-3-4 I Plate Offsets(X Y)— 15:Edge.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.02 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:21 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=144/0-1-8 (min,0-1-8),5=144/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard <c- p'E0 PRo GINE- 6, wo2 `c- 87022PE f cv 5:7 '��,, OREGt7 f' 4U 0,9 A,. H ,ck EXPIRES:06/30/2015 December 5,2014 4 41A'RNMS-4e„ deg n c '"s► � raratc��r4aniRrA.cTl;50f47N:&dih�ItY.3.t�'€itFil'F€'i'R€€_4FACEpAGE MIT i473mg,3y-Z5j263d6Ff0.4f't15€' Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Mi[T e IC fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,051-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informaton available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. COs Heights,CA,95610 1f Southern Pine f faaxafaer to specified„the design uarsazs are:More effzcttve 06/09/2053 fsyh:SC Job Truss Truss Type Qty PlyPOLYGON 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:c53KNt9S8dZANgLpVMEnZkyCdl1-ns8wxTtUvwje6PUz9VDbcFY?PU1 i3o_DoY6c7iyCJxm I 1-3-4 1 2-3-0 I Scale=1:22.6 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 6 7 J / N. d N 1 10 9v 3x4= 3x5= 3x5= 3x4= 13-0-4 I I 13-0-4 LOADING(psi) SPACING- 1-7-3 CSI. DEFL- in (loc) 1/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 BCLL 0.0 Rep Stress Incl YES WB 0.29 Horz(TL) 0.01 8 n/a n/a Weight:67 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 ocpurlins, 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. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-815/0,3-4=-815/0,45=-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 _,,,,.((5k �, � PRo es s 2PE , C f, u) t\- cl, Q A° OREGO q, BER OS 04 He b EXPI RES:06/30/2015 December 5,2014 I A iMitihS-Ved4stes4a paranneinrs aod READ!CIES ON THISAM 71421g0ED MITEK REFERENCE(ME MIT.7473 tea.1115/76141 F0.REUSE MAIM put Design valid for use only with Mitch connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation 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 EY1 1 R 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 I 8 thern Pine t&P)Isarsfser iso1secifed,MHre�afesign 781 N.ace those effective oG/A]/2G33 by 22314. Citrus Heights,CA.95610 Job Truss Truss Type Oty Ply POLYGON PL14-412_UPPER F23 Floor 7 1 843351200 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 Mi Tek Industries,Inc.Thu Dec 04 12:14:06 2014 Page 1 ID:c53KNt9S8dZANgLpvMEruZkyCdl l-F2iJ8pu6gErVkZ39iCkg9S59EuJGoBUN1 Cr9f8yCJxl P-8-411 2-6-0 0- )8 Scale=1:36.6 4x4= 3x4= 3x4= 3x4 = 3x6 FP= 3x5= 1 2 3 4 5 6 7 89 10 11 e 7 \ .". 20d -7 N -7 o7. 19 A m _J. 18 17 16 15 14 13 12 4x5= 3x6 FP=3x6= 3x5= 3x8= 3x4= I 21-6-12 21-6-12 I Plate Offsets(X.Y)— [1 Edge 0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d 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(Ib)or less except when shown. TOP CHORD 1-18=-949/0,1-2=-414/0,2-3=-414/0,3-4=-2170/0,4-5=-2170/0,5-6=-2686/0,6-7=-2686/0,7-8=-1975/0, 8-9=-1975/0,9-10=-1975/0 BOT CHORD 16-17=0/1437,15-16=0/1437,14-15=0/2569,13-14=0/2472,12-13=0/1146 WEBS 10.12=-1420/0,10-13=0/1027,7-13=-616/0,7-14=0/264,5-15=-495/0,3-15=0/908,3-17=-1267/0,1-17=0/1042 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 90 PROrt, \� ��G]NE •,9 0, 2 870 2PE - '0,GREG Nrp 8Av, / 'Ac (041EB \ \4 b`s & HE)N EXPIRES:06/30/2015 December 5,2014 i $ G ARNE&fa-Verify design parameters asd REAP NM CPI TWEAh'!MIMED MED MP7€KREFERENCE PAGE Mr 7473m r 1129/PPM Pa 'It m.. Design valid for use only with MTek 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 is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Niru(. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 If Southern Piot(SP)lumber is speuhlad,the design sutures ars Sine a effective 06/01/2013 by A SC Job Truss Truss Type Qty Ply POLYGON R43351201 PL14-412_UPPER F24 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:07 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-jFFhM9v1d XzMMjeMGwF3igdNM119XmVWCsbiBbyCJxk 0-P8 Scale=1:33.5 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 0 0 0_—115— e a a ° • • 0 o 0 o o a e o 38 - d N 3 a e e o e o e • 37 e e e o e ° ° ° ., 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x6 FP= l 1-4-0 l 2-8-0 l 4-0-0 l 5-4-0 l 6-8-0 l 8-0-0 I 9-4-0 l 10-8-0 l 12-0-0 I 13-4-0 1 14-8-0 1 16-0-0 l 17-4-0 l 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 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-41 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 19 n/a n/a Weight:97 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. 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 Grav All reactions 250 lb or less at joint(s)36,19,35,34,33,32,31,30,29,28,27,26,25,23,22, 21,20 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPi 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 �4tO PR OFe� GINE- j 87022PE 1-' 5-7`:::0,,, UREG N q5)7-41"..)f �'© BEA 1\ pC� A. HES EXPIRES:06/30/2015 December 5,2014 6 ®6f4ENTMS-Ver:'ydesgn,alarm•ersand READ FEESCal RCS AM£ tKiEDMfIEKREFERENCEME/87.7473rear1/25/201$88738E1l9E Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 11111 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify of the M-TekF erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Greenback Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1PI1 Quoin),Criteria,DSB-89 and SCSI Building Component if SSouohnsmMaw(SP)tumbberri spocitbea Plate Institute, ,7u^a5uues ane ase esue�#€zistxs. /Alexandria,byAtS 4 Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F25 GABLE 1 1 843351202 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 5 Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:08 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-BRp3ZWMCr5DztCYgdnIEtAXIi5JGDkA VNCGk1yCJxj 0--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 0 38 N d XXXXXXXXXXXXXXX- XXXXXXxXXXXXXXXXXXXXXXXXXXXXAXXXXXXXXXXXXXXXXXXXA 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x6 FP= 1-4-0I 2-B-0 4-0-0 5-4-0 { 6-8-08-0-0 I j 9-4-0 10-8-0 12-0-0 13-4-0j 14-8-0 I 16-0-0 I 17-4-0 18-8-0 I 20-0-0 21-6-12 j 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(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud 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/TPI2007 (Matrix) Weight:100 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 21-6-12. (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(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 QEDPRare ��co ti�GIN�fi� /0 1- Q' 87O22FE 9{ r yclkA.,,,()REGO fp it/� Cb `,ti8ER11 ��� '' Al. HEWN EXPIRES:06/30/2015 December 5,2014 t A A KAMM-Verify design para noErs arrd REM PC:7ES ON TNISAND ThaMED 1477EK REFERENCE PAGE MI 7473 ma I/25720M 8 E USE 11 Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and b for an individual building component. .. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delvery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Intormalion available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights.CA,95610 If Southern Pine(SP)lumber is se es tile design values eecChase effective 06/01/2010 byALBC Job Truss Truss Type Qty Ply POLYGON 843351203 PL74-412_UPPER F28 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:09 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-fdNRnrw_z9D4b1 nkOLIXn5jfU6Jz?VtpjA4pGTyCJxi aa-6 1-0-0 9-60 Scale=1:41.5 4x6 = 3x4= 3x4= 3x4= 3x6 FP= 4x5 = 1 2 4 5 6 7 8 9 10 11 12 gVV ,m. 22SS 19 18 17 16 15 14 13 304= 4x8= 3x6 FP= 3x5 = 3x5= 4x6= 3x4= 1.5x3 SP= 0 ,88 24412 I n-1-88 94-3-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) 999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) -0.39 15-16 > BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.08 13 n/a n/a Weight:122 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 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=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/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 ,i'Ep PRO,e, , ,NG(tki A sJo Ct 87022PE c'" n N y �^0 OREG.N fp©4 ,--r4 8ER 1 P� ' A- HES EXPIRES:06/30/2015 December 5,2014 A I r ®wAFN773-We.'ydesiynparainemrsand READ 9+rri5ObiTHIS AM/Mt18EDH/TEK8EFEIEMTPA t4Tf:473rsr.1;191201409F38EttsE •. , Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/IPI1 Qua81y Criteria,DSB-89 and BCSI Building Component 7777 eba,GreenbackCne,Su If Southern Pine l'SS}vhxnbo*iss SpikcitaSi.OM design ratsres urn those a Suite is isse 06/011` 13 trot,A BC:4. Job Truss Truss Type Qty Ply POLYGON R43351204 PL14-412_UPPER F27 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 12:14:09 2014 Paget ID:c53KNt9S8dZANgLpvMEnZRyCdl1-fdNRnrw_z9D4b1 nkOLIXn5jhg6Or?bHpjA4pGTyCJxi 1-7-17 2-6-0 01118 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 o o • 13 0 0 12 1,4# 10 9 3x4= 3x5= 3x5= 3x4 011T8 14-9-4 0-1-8 14-7-12 LOADING(pat) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft 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/TP12007 (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. (Ib/size) 8=639/0-5-4 (min.0-1-8),11=639/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1057/0,3-4=-1057/0,4-5=-1160/0,5-6=-1160/0 BOT CHORD 10-11=0/527,9-10=0/1250,8-9=0/739 WEBS 6-8=-915/0,6-9=0/522,2-10=0/657,2-11=-782/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/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. Strongbacics 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 tatt) P R°Fess 2'19 `r 870 2P 0.4 , ``A,,.6)0 REDO 1400'` M$ERr� ' A. HER EXPIRES:06/30/2015 December 5,2014 ®WARN):, War deign rarann ers and READ WITS ON THIS AND INCIIX<'EO l4.7EY REFERENCE lW%E MIT•7473 me 112512014 BEMUSE 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 �tpi� erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 'Af'IY1, fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Cdteda,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 Sau#herss€*irie f517)lumber is specified,.The designsaauzs ace these reflective 06/131.12o13 byrMSC 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:c53KNt9S8dZANgLpvMEflZkyCdl1-fdNRnrw_z9D4b1 nkOLIXn5jji6Rc?gUpjA4pGTyCJxi 1-0-8 1.5x3 II 1 3x4= 2 Scale=1:13.2 c 0 ry ♦♦♦♦1♦♦♦♦♦♦♦♦♦♦�7. . 4 ♦♦♦♦♦♦♦♦♦♦♦`�• 1.5x3 I I 3x4= 01-0 1-3-8 I 0-0-3 1-3-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 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 IBC2012/1-P12007 (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 �>?,Eo PR Ore, ct 87022PE 1- (P j'illiAtli� SAT (DREG N (6) 40 -FA 418 E'S, -Vt G A,. HEP+ EXPIRES:06/30/2015 December 5,2014 i1 IPA ® NMG.Vci r design para en and READ W M'S ON THIS AM)INCUR,'ED NITER REFERENCE PAGE T 1.173 reg.1/25/37138ff08Etz 0... 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 s the responsibillity of the Bt IBiel�" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding A fabrication,quality control.storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 3Ittr information available Truss PlateInstitute,the ede 781N.ree Suiteeca�/Q1/203 B be 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 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 M7ek Industries,Inc.Thu Dec 04 12:14:10 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-7gxp_BxckSMxDBMxx2pmJlFuhVntk7kyygpNowyCJxh 0-10-12 1.5x3 II 1 3x4 = 2 Scale=1:13.2 0 0 • 4 •4 1.553 II 3x4 0-9-0 1-1-12 043 1-1-12 LOADING(ps() SPACING- 2-0-0 OSI. DEFL- in (loc) I/defl 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/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 1-1-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=56/1-1-15 (min.0-1-8),3=56/1-1-15 (min.0-1-8),3=56/1-1-15 (min.0-1-8) FORCES. (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(Le.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 ���\ PRO/ NGiNE.�•q 44 17 `rl0 `r' 870 2PE ct> or,, QREGO q9 � A. HEF' '55' ��6E`P14� 4O '� EXPIRES:06/30/2015 December 5,2014 tf ®tERt1NIMS-4e,r(y dvuiyn rucsine srs and READ IO TES SW THIS AND maw.;ED HiTEK R€€0-i-NcE PAGE mit 1473 re r.1/25/20.14 AFUSE —_ Design valid for use only with MTek connectors.This design a based only upon parameters shown,and S for an individual building component. ". Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MITek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314.is 7777 Greenback Lane,10 109 if Southern Pine MP)lumber spas-afixd„the values are Sisesa**active04/01/2031.3 tryAt:SC Citrus Heights.CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351207 PL14-412_UPPER F30 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 JIFu6V 10 n k7kyygage 1 CJxh ID:rS3KNt9S8dZANgLpvMEnl11201 mrrek_ Dec 1.5x3 II 1 Scale=1:13.3 L d 1 1 L 4 3 1.5x3 II 4x4= r n s 0-9-12 I 0-i4x4= 2 0-9-12 Plate Offsets(X.Y)— f1:Fdne 0-1-81.13:Edae.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.02 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a Weight:9 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.18,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. (lb)-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 ,EI) PRQFes 87022PE s. von ,v GREG N q5)©/ 9'POR:1116ER1 �1c� A. HE EXPI RES:06/30/2015 December 5,2014 r FdT i mil.. ®WAM3..4e„<'ydesignpaamefsirsand READ ICUS O ICTEK REFERENa PAGE EF777473mt..y29J2aU8EF0NE'lISE 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 a the responsibility of the erector.Additional permanent bracing of the overall stricture is the responsibility of the building designer.For general guidance regarding Lane,Suite 109 fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/1711 Quality Criteria,DSB-89 and BCSI Building Component 7777us Greenbackea,k L ne, €f res l&P(I Truss rhe Institute.s 781 euou aree Street. eeAlexandria, .tSC 4. Job Truss Truss Type Qty Ply POLYGON R43351208 PL14-412_UPPER F31 FLOOR SUPPORTED GABL 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 12:14:10 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-7gxp_BxckSMxDBMxx2pmJIFuSVnrk7kyygpNowyCJxh I 1-0-8 1.5x3 I1 1 3x4= 2 Scale=1:13.2 0 0 • 1.5x3 I I 3x4= 0-9-01-3-8 1 0-O-3 1-3-8 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) I/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 BCLL0.0 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 tO PR e. �OINE - 0 2 870 2PE r 7q-12. OREGN2) kr Or � L3ER \� �� A. NRNP EXPIRES:06/30/2015 December 5,2014 1 AWA -Verity deign raraoie ten uv-READ Kau CNTICS AND mati-no WPCR.EMENIEaAG€H717473rcr.1/25/IgJ4Bf.75 £ 1.1. Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Ij■.� �, 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,001-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,9561D If feutherr,:l+ine gEP)ltrmixer isspeceicd,rbeeteslge vetuves 'Mese effectiver /01/2013 b9 ASC g • • Job Truss Truss Type Qty Ply POLYGON 843351209 PL14-412_UPPER F32 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 12:14:11 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdllcOVCCXyEVmUogKx7VmK?sWo3Jv74TZS6BUZwKMyCJxg 1 2 3 4 Scale=1:13.0 L - - 9 R N _ •••••••••• ...... . ..... 8 7 6 5 I 3-7-0 I 3-7-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl 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 " 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 'tcV p PRQFfi`c, 5 tiNG1 B�9 }Q* c . 87022PE r' u2, OREG®N fl,' ' c0Y Ft 0© BER 1 p‘ A. He- EXPIRES:06/3012015 December 5,2014 iV MITA A WftJ(BIP -Verity des(Rn aramemrs 311d READ WITS CM THIS AM)matzo A REFEREPla PAGE MU 7473 rev.1;/2 f2D140FPREUSE Design valid for use only with MiTek 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 responsibillify of the R/l;Tel.` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Greenback Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria.DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 0 r frerr,PinnefSP)l offs c n irsuats am a -. 06/OS/EOtak-AS9C Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F33 FLOOR SUPPORTED GABL 843351210 1 1 Parc Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thuc 04 12:14.11 2014 Pe 1 ID:c53KNt9S8dZANgLpvMEnZkyCdllcOVCCXyEVmUogKx7VmK�Wo2dv 7OTZ 6BUZwKMyCJxg I 1-4-0 15x3 II 1 3x4= 2 Scale=1:13.2 ( — d N 4 'V y4!'' 4V'V"V'V'v rw 1.5x3 II 3x4= O-q-o 1-7-0 0-0-2 1-7-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code IBC2012/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. (Ib/size) 4=80/1-7-2 (min.0-1-8),3=80/1-7-2 (min.0-1-8),3=80/1-7-2 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard '<<"`. D PRO ass `.` �NG(N 9 fo kof 2 'cc 87022PE r / r-. ? '0 (,)REGO tic,s 0 ' BER ti' �4 ©s A Heck EXPIRES:06/30/2015 i December 5,2014 RNJ?Y`-Y B er'ydesn paransaRrs azf READ!CIES ON THIS AND maim *T€.YREFERENCE PAS MIT 7473 mu 2J29f2t1&BGT14€t �.. Design valid for use only with MTek 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 MiTek. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criterfo,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 If Southam Pint fsP)iaurfter is stueej d,tht dgaigrs aatues are.thasa afft¢tbia 06/01/1:01.1 by ALSC Truss Type -- -- a1y - Ply POLYGON R43351211 Job Truss - _ FLOOR SUPPORTED GABL 1 1 -- PL14-412_UPPER F34 Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:1411 2014 Page 1 Pacific LumberBTruu Co., Lake Oswego,Oregon ID:c53KNf9S8dZANgLpVMEnZl1yCd11cOVCCXyEVmUogKx7VmK?sWo37v7ATZ_6BUZwKMyCJxg 7x10 II Scale=1:13.3 1 2 d N C - ^J. 4 3 7x10 II 0-9-0 0-7-4 0-6-2 0-7-4 Plate Offsets(X Y)-- f1:Fdae.0-1-81.f4:Fdae 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP 195 40.0 TCLL 40.0 Plates Increase 1.00 TC 0.01 Vert(LL) n/a n/a 999 MT20 220/ TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Weight 9 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-7-4 oc purlins, except end verticals. BOT CHORD 2x4 DF No.1&Btr(flat) BOT CHORD Rigid rtiadirectly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (lb/size) 4=26/0-7-6 (min.0-1-8),3=26/0-7-6 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard c PRQPt� �C.N iE€,?)t /0 �, 870 2PE g‘� OREG I ti9 zo -17 '0,), 49 Qv 8—ER p A. H EXPIRES:06/30/2015 December 5,2014 s ®GTr1.4NI.§t'a-Veedy design pram€s!rs ani NM IC TES ON WS AND MIMED MIENFtErEFk€f,G PAGE NIT 7473 mg,1;'14f26P4 IMPS USE �• Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and h 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 B the responsibillity of the MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 777-/ Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quagly Criteria,DSB-89 and SCSI Building Component Citrus Greenbackea, L ne,Su IPSeryth;nrn FineotsP Kentret is spectff atl¢Idessigne,7aatus aee2t,ere ef€etive D6/O4f2OS.3 byAt 22314. Job Truss Truss Type Qty Ply POLYGON R43351212 PL14-412_UPPER F35 FLOOR SUPPORTED GABL 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 12:1412 2014 Page 1 I D:c53KNt9S8dZANgLpvM EnZkyCdl1-4C3aPtztF4CfSU WJ3TrEPj LD8J SEC0EFP81UtoyCJxf I 1-5-4 1 1.5x3 I I 1 3x4= 2 Scale=1:13.2 0 0 0 d or N 4 ���•�������������lj� • ��� ���e'.. o-1.5ox3 II 354 = od 1-8-4I 1 1-8-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/deft L/d 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/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 1-84 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) SOT 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. (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 87022Pt r- „ a 04 7 `�-0, OR GON 1? ©``' �4.,, �" � fs A. HE EXPIRES:06/30/2015 December 5,2014 i 0 A 8-J1NI7,6-Verilydxxigapar aaxlers3AdREAD Atm'TES CMTHIS, 1 3.)SEDMI EKR€€€RENEdAGEMIT7473mx i,/24f2tr14WORE 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 111111 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 Qualtiy 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 He' 1f5:auahem:Pint t )Welber ix silted,the dadignvaktct are theta effective DeR11/201I byAtSC Heights,CA,95610 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 MTek Industries,Inc.Thu Dec 04 12:14:12 2014 Page 1 ID:c53KNt9S8dZANgLpVMEnZkyCdl1-4C3aPtztF4dSUWJ3TrEPjLDrJSJC0EFP81UtoyCJxf 1 1-1-4 15x3 I I 1 3x4= 2 Scale=1:13.2 a 0 4 411E.4,4 1.5x3 II 3x4= D- 1-4-4 I 042 1-4-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 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 WE 0.00 Horz(TL) -0.00 3 n/a n/a Weight:11 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc purlins, except 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=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 Rt, PR04., 2�� .870 2PE C. �p sOREG0 /rye � 8E'R 1R�$� A. N� EXPIRES:06/30/2015 December 5,2014 s 1 ®WArMMMM3-yeprdesign parameters andREAIIMTESONmI ANC I i €QHTTEKRE€EREN PAGE KU 7473 ex 1115120149 £US£ Design valid for use only with Mifek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiT@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/1111 Quality Criteda,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 ifSo Sinformation afety Pte elSp)vlumbcr is�acifiad,the Institute,stues are there eda}save oe/01/2013 byMtG 4 Citrus Heights,CA.95610 Job Truss Truss Type Qty Ply POLYGON PL14112 UPPER F37 R43351214 - 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:c53KNt9S8dZANgLpvMEnZkyCd11-4C3aPtztF4dSUWJ3TrEPjLEUJSNC0EFP81UtoyCJxf j 1.5x3 II 1 4x4= 2 Scale=1:13.3 4 3 1.5x3 II 4x4= 0-0-0 0-11-0 041 0-11-0 Plate Offsets OM-- 11•E 0-1-81 (3•Edge 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/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 ANSITTPI 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 � ,, PROFS taGINEk- 870 2PE N 7 OREGON r)5.) ' --$ER \ A. He RNP EXPIRES:06/30/2015 December 5,2014 A COMM a e 5c,.'y design ={.ametutx sod READ IC 1€S CM DO fl DOZED?4.7EKTSfF€fs€NT PAGE MIT 3473 rem 1;'Z4fXtI&9Frt2£1/5€ �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 responsibility of the p 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/TPII QualBy Criteria,D5B-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 1f Southern Pine tsrpl lumber is specified,the dca6/ ge.vetoes are those affective 04@2f2c5134yA SC Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351215 PL14-412_UPPER F38 Floor Supported Gable 2 1 Job Reference(optional) Pectic Lumber&Truss Co., Lake Oswego,Oregon7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:12 2014 Page 1 ID:c53KNt9S8d7ANgLpvMEnZkyCd11-4C3aPtztF4cfSUWJ3TrEPjLE1 JSKCOEFP8IUtoyCJxf 1-0-0 I 1.5x3 11 3x4 2 Scale=1:13.2 = o G o G �����+••�•6i•� 1.5x3 11 354= 1-3-0 1-3-0 LOADING SPACING- 2-0-0 CSI- DEFL- in (loc) 1/deft L/d PLATES GRIP 40.0 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 Weight:11 lb FT=0%F,0 kE BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-0 oc purlins, except 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=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. (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 ANSUfPI 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 IPNREO:.,0,.es, 87022PE C .7 SAT OREG•N ©4 C�©$'4$ER 1' A. Hegv. EXPIRES:06/3012015 December 5,2014 ®imamsNear design parameters and READ AOTESONTNISAND INCLUDED;KEKREFE/4Nad MI-7:73fen 1/28/2014$N US€ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Greenback Lane,Suite 109 fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPII Quoin,/Criteria,DSB-89 and BCSI Building Component Safely Information m of )rami sbakr Truss Institute,781N.are ettedact nt Alexandria,0by MSC 4 canis Heights,CA,95610 Symbols Numbering System A General SafetyNotes PLATE LOCATION AND ORIENTATION 134;" Center plate on joint unless x,y I 6-4-8 ( dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury I Dimensions are in ft-in-sixteenths. U4 Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. 0-1/16" IIIMEIFIMIIIIREI 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves IhiliA21)%4 may require bracing,or alternative Tor I MIN7illit O bracing should be considered. F , U Aiel O= 3. Never exceed the design loading shown and never OO stack materials on inadequately braced trusses. 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate cr$ Co.? cse designer,erection supervisor,property owner and plates 0-'i ' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from + CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available In Mack 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,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 Southern Pine lumber designations are as follows: 12.Lumber used shall be of the species and size,and i�� SYP values as published specified.n all cts,equal to or better than that �� Indicated by symbol shown and/or by text in the bracing section of the by AWC represents the as published2005/2012 NDS SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. *111 Indicates 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. ■�. reaction section indicates joint lilt _ number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. In 18.Use ofteen or treated lumber ma �' le environmental,health or performanceoose risks.Con ulltttwith Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. miTeke BCS): 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