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Plans (16) # PERMIT ADDRESS • mil ion 1.1 MST2016-00227 13740 SW SILENT FOX TER 1.2 MST2016-00228 13750 SW SILENT FOX TER 1.3 MST2016-00229 13756 SW SILENT FOX TER 1.4 MST2016-00230 13760 SW SILENT FOX TER lie k. 1.5 MST2016-00231 13768 SW SILENT FOX TER MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL16-32_UPPER Fax 916/676-1909 POLYGON The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R46397390 thru R46397404 My license renewal date for the state of Oregon is June 30,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. PROFESS 5 NGINE�c9 /�29 87022PE N � � SAT OREGON rE <U 9bAMBER 1 Os A. HE?' EX• ' :06130/ 0 January 25,2016 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 R46397390 PL16-32_UPPER F01 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co.. Beaverton,Oregon 7.530 s Jul 11 2014 Mick Industries,Inc.Mon Jan 25 06:53:39 2016 Page 1 ID:SeV?tdjYi Iz0X2xysi F DVpzsm UO-Zy V2IwssYmohMpsS Si sdFbngeb WN MZLdy6mgJ6zrseA 1-9-12 I 2-6-0 Scale=1:18.2 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 2 8 7v 3x5= 3x4= 3x4= 011-8g84 I 0.1 9-6-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.01 7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.16 Vert(TL) -0.06 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code 1BC2012/TP12007 (Matrix) Weight:47 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18,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) 6=420/0-4-0,8=420/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-688/0,3-4=-688/0 BOT CHORD 7-8=0/430,6-7=0/536 WEBS 4-6=626/0,2-7=0/300,2-8=557/0 NOTES- 1)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. . �ti�E4 P R aFFss IN �,`G, ANG EF9 ��� 870 2PE 9 cv 7 "c>,OREGO �ry�O�l/1/ EXPIRES:06/30/2017 January 25,2016 l I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building coponent,not a truss system.Before use,the butding designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TM1 Quality Criteria,008-89 and BCSI Building Component Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R46397391 PL16-32_UPPER F02 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon - 7.530 5 Jul 11 2014 MTek Industries,Inc.Mon Jan 25 06:53:40 2016 Page 1 ID:5eV?tdjYilzoX2xysiFDVpzsmUO-183QyGsUl4wY zRf?PNsooK?I?plsymnBmWErYzrse9 1 0-9.4 1 2-6-0 I Scale:1/2"=1' 1.5x3 I I 4x8= 1.5x3 I I 3x4= 1.5x3 I I 3x5= 1.5x3 I I 1 2 34 5 6 7 I -ii. b e e e 11 10 9 8k 4x4= 4x8 = 3x8= 3x5= 0.11.18 13-9-4 1 0.1-g 13-7-12 Plate Offsets(X,Y)— I11:Edae,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl 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 0.26 Vert(TL) -0.09 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:67 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=600/0-1-8,11=600/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1028/0,34=1028/0,4-5=-1282/0,5-6=1282/0 BOT CHORD 10-11=0/323,9-10=0/1326,8-9=0/834 WEBS 6-8=-973/0,6-C=0/523,4-10=349/0,2-10=0/822,2-11=-680/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 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. -SC° PRQp ��\� ,NGINEF,9 ' - 870 2PE N />v� H -y 'o), OREGO c75),,,4/ SsOn MBER \ .: �S A. HE.V EXPIRES:06/30/2017 January 25,2016 -- a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIL7473 rev.10/0312015 BEFORE USE. 1" Design valid for use only with MiTekL9 connectors.This design is based only upon parameters shown,and is for an individual building coponent,not rs a truss system.Before use,the building designer must verify the applicability of design parameteand properly incorporate this design into the overall ._ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quaely Criteria,001-89 and ICSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R46397392 PL16-32_UPPER F03 Floor 22 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon.- - • 7.530 5 Jul 11 2014 MiTek Industries,Inc.Mon Jan 25 06:53:40 2016 Page 1 ID:5eV?td/Yilz0X2xysiFDVpzsmUO-183QyGsU I4wY_zRf?PNsooK?E?pSSzfnBmWErYzrse9 I 2-1-4 I 2-6-0 I Scale=1:26.3 1.5x3 I I 4x6= 1.5x3 II 3x4= 1.5x3 I I 3x8= 1.5x3 II 1 2 3 4 5 6 7 CI o o I. 444444111111411111111111111111111111111114116.- .-410°1111°°°°°°°°°°°°P' '4114.11111111111114414111111141114141111111110- e 0 d e U1 174 10 9 6 3x5 = 4x8= 3x8= 3x5= 0-1118 15-1-4 I 0-1-8 14-11-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.06 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.10 8-9 >999 360 BCLL 0.0 Rep Stress Inc( YES WB 0.36 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:71 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=659/0-1-8,11=659/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1418/0,3-4=1418/0,4-5=-1476/0,5-6=-1476/0 BOT CHORD 10-11=0/811,9-10=0/1620,8-9=0/931 WEBS 6-8=1086/0,6-9=0/636,2-10=0/709,2-11=995/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8,11. 2)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. ,cc50 PROFFss �c\� tiNGINEE9 /02 870 2PE 9/- -N >N SAT OREG N c15 40 9�, AMBER �1 4 Or, A. HECk EXPIRES:06/30/2017 January 25,2016 f I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and is for an individual building coponent,not es a truss system.Before use,the building designermustverify the applicability of design parameters and properly incorporate the designminto the overall .. ,, building design.Bracing indicated B toprevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MIT@k* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Tril QuaWy Criteria,DSB-89 and ICU Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R46397393 PL18-32 UPPER F04 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Jan 25 06:53:41 2016 Page 1 I D:5eV?tdjYi IzoX2xysiFD VpzsmU O-V LdpAct63O2 Pb7?rZ7u5K0sA4PASgPIwQQ FnO_zrse8 ?-4-9 2-6-0 I Scale=1:23.2 5x8 = 1.5x3 II 1.5x3 II 3x4 = 1.5x3 II 3x5 = 1.5x3 II 1 2 3 4 5 6 7 0 . ill 11 10 e 9 8� 5x5= 4x8= 3x6= 3x4= 0111813-1-(1 I 0.1 13-2-8 Plate Offsets(X,Y)— PI1:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.25 Vert(TL) -0.08 8-9 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.43 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:65 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=581/0-1-8,11=581/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-899/0,3-4=-899/0,4-5=-1219/0,5-6=1219/0 BOT CHORD 9-10=0/1230,8-9=0/802 WEBS 6-8=-936/0,6-9=0/486,410=387/0,2-10=0/855.2-11=670/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 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. k,�' �co NG'�E�R io29 ct 87022PE t-- / ' / N w y (1\ - ,...4)), OREGO ryo 41.,N OcN S A. HER�P EXPIRES:06/30/2017 January 25,2016 I t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 111111 Design valid for use only with Mnek®connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of designparameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek` is always required for stability and to prevent collapse with possible personal injury and property damage.Far general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T611 Quaity Criteria,DSI-89 and SCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R46397394 PL16-32_UPPER F05 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Jan 25 06:53:41 2016 Page 1 I D:SeV?tdjYiIzoX2xysi FDVpzsm UO-V LdpAct63O2 Pb7?rZ7 u5K0s5ZP7dq N2wQQ FnO_zrse8 I 1-10-4 1 2-6-0 I Scale=1:25.7 3x4 II 4x10= 1.5x3 II 3x4= 1.5x3 II 4x10 = 3x4 II 1 12 2 13 3 14 4 15 16 5 17 6 18 19 e • 0 . 7ab o a > 10 9 4x8= 4x10 = 4x8= 4x8= I 15-1-4 I 15-1-4 Plate Offsets(X,Y)- 11:Edge,0-1-81.18:Edae,0-1-81,Il l:Edge,O-1-81 LOADING(pst) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.47 Vert(LL) -0.09 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.43 Vert(TL) -0.14 9-10 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.54 Horz(TL) 0:04 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:75 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=950/0-5-8,8=1077/0-5-8 - FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-2061/0,3-13=2061/0,3-14=-2061/0,4-14=2061/0,4-15=-2230/0,15-16=2230/0,5-16=2230/0, 5-17=2230/0,6-17=2230/0 BOT CHORD 10-11=011143,9 10=0/2405,8-9=0/1546 WEBS 6-8=-1792/0,6-9=0/799,5-9=-279/0,4-10=402/0,3-10=-320/0,2-10=0/1071,2-11=-1449/0 NOTES- 1)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. 2)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)152 lb down at 3-0-0,152 lb down at 13-2-8,117 lb down at 1-5-7,112 lb down at 4-7-13,112 lb down at 6-3-0,112 lb down at 7-10-3,112 lb down at 9-5-6,112 lb down at 11-0-9,and 112 lb down at 12-7-12,and 117 lb down at 14-2-15 on top chord. The design/selection of such connection device(s)is the responsibility of others. 3)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) Uniform Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 t�Rcp P R Ok. (ptf) Vert:8-11=-5,1-7-50 ��\�� , NEF9 O/.1 Concentrated Loads(lb) Vert:6=-112(F)3=112(F)12=117(F)13=-152(F)14=112(F)15=112(F)16=-112(F)17=112(F)18=152(F)19=117(F) $7022PE y c‘-% T".. OREG N (ice Q(l/ 9O cctijSER O1 OS A- HO; EXPIRES:06/3012017 January 25,2016 r.mo ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/0312015 BEFORE USE. Design valid for use only with Mifek®connectors.This design is based only upon parameters shown,and is for an individual building component not a truss system..Before use,the binding designer must verify the applicability of design parameters and properly incorporate this design into the overall - - - -- - building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M,Tek is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Qualify Criteria,051.89 and SCSI Building Component Safety Informatton available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R46397395 PL16-32_UPPER Foe FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Mon Jan 25 06:53:42 2016 Page 1 I D:5e V?tdjYiIz0X2xysiFD Vpzsm U O-zXB BNyukq hAGDGa 17q PKtD PLZp WOZum4e4?KwQzrse7 I 1-10-4 I 2-6-0 I Scale=1:25.7 3x4 II 3x5= 1.5x3 II 3x4= 1.5x3 I I 3x4= 3x4 I I 1 2 3 4 5 6 7 e e e e - 5 7-411114111141111144411114141111411141144411Illtr e a o e 10 9 3x6 = 3x6= 3x6= 3x6= I 15-1-4 15-1-4 Plate Offsets(X,Y)— 11:Edge,0-1-81 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.13 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.07 8-9 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.26 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:75 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=408/0-5-8,8=408/0-5-8 Max Uplift 11=122(LC 6),8=-122(LC 7) Max Gray 11=487(LC 3),8=487(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-262/262,2 3=-957/163,3-4=-957/164,4-5=-1006/150,5-6=-1006/150, 6-7=-348/348 BOT CHORD 10-11=251/634,9-10=144/1068,8-9=229/734 WEBS 6-8=-858/275,6-9=-304/615,4-9=-411/388,4-10=-432/373,2-10=-293/674, 2-11=730/221 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)This truss has been designed for a total drag load of 2000 lb.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 15-1-4 for 132.4 plf. 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. ��REo RP Opp. ,.5 �N�'(NE - /� 870 2PE ,r �, N cv - tl%'0j, OREGON rL, <l// 90,'M8ER \ 44 S A. HO; ‘..4P EXPIRES:06/30/2017 January 25,2016 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. '.. Design valid for use only with Mitek5 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT@k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/ 11 Quality Criteria,DSI-89 and BCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 • Job Truss Truss Type Qty Ply POLYGON R46397396 PL16-32 UPPER F07 Floor 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Mon Jan 25 06:53:42 2016 Page 1 I D:5eV?tdjYilzoX2xysi FD VpzsmU O-zXB BNyukghAG DGa 17q PKtD PLwpYTZy74e4?KwQzrse7 I 0-11-4 I 2-6-0 I 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:11.3 ill MN A II PAM ■ 1 1 KIM MA 5 n 3x4= 3x4= dt13-8-4 I - 3-6-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl 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 0.07 Vert(TL) -0.02 4-5 >999 360 BCLL 0.0 Rep Stress Ina' YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:20 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=157/0-4-0,5=157/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)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. C��Ca tIG N FR v/O 2 ct- 87022P/ 17_,.. r" N 7 �Aj, OR GON qc>OAU 9O �'y8ER �1 On..., A. F1 - EXPIRES:06/30/2017 January 25,2016 1 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/07/2015 BEFORE USE. �_ Design valid for use only with Mifek©connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the.building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design..Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing - Mitek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSI-89 and ICSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R46397397 PL16.32_UPPER F08 Floor 12 1 Job Reference(ootional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Jan 25 06:53:43 2016 Page 1 I D:SeV?tdjYi lzoX2xysiFDVpzsm UO-RjkZblvM b?I7rQ9EhYwZPRyV8DvtIoEDtkkuStzrse6 2-6-0 I 0-11-12 I I 0-6-12 ar4i= 1 1.5x3 II 2 354= 3 3x4 II 4 Scale=1:11.2 • o a1 7 5 1.5x3 I I 3x4= 4x6= 3-10-4 3-7-4 - I 4-6-6 3-7-4 1-8 0-8-4 0-1-8 Plate Offsets WO— f4:0-1-8,Edoel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) 0.00 7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.01 6-7 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.05 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:28 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-6-8 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 6-0-0 oc bracing. REACTIONS. (lb/size) 7=128/Mechanical,6=385/0-6-0 Max Grav7=152(LC 3),6=385(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. MOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)125 lb down at 4-5-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-7=8,1-4=80 Concentrated Loads(Ib) QE� P ()Fe R Vert:4=-125(F) �NGINEF� /�2 � 870 2PE tn�AT OREGO ti OCH R OS A. HE EXPIRES:06/30/2017 January 25,2016 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building coponent,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■� 'r building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi IT ek`. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Informalon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Cams Heinhts.CA 95610 Job Truss Truss Type Qty Ply POLYGON R46397398 PL16-32_UPPER F09 Floor 15 1 _,job Reference(optional) _ Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MRek Industries,Inc.Mon Jan 25 06:53:43 2016 Page 1 ID:5eV?tdjYi lz0X2xysi FDVpzsmU O-RjkZbl V Mb?I7rQ9EhYwZPRy V D Dv8109DtkkuStzrse6 I 2-6-0 1 0-5-12 1 1 0-6-12 4e41=- 1 1.5x3 11.5x3 II 2 4x4 = 3 3x4 II 4 Scale=1:11.3 J " 2, { 7 S 5 1.5x3 11 3x4= 4x6= 3-4-4 I 3-1♦ 1 I 4-0-8 I 3-1-4 0-14 0-8-4 0-1-8 Plate Offsets(X,Y)— 14:0-1-8,Edgel LOADING(pst) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) 0.00 7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.04 Vert(TL) -0.01 6-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:27 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-0-8 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 6-0-0 oc bracing. REACTIONS. (lb/size) 7=102/Mechanical,6=368/0-6-0 Max Gray 7=129(LC 3),6=368(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)125 lb down at 3-11-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)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(Of) Vert:Concentrated Loads(lb) '\��EO PROFFss Vert:4=125(F) �C oGINEF- /029 'r 87022PE f / co N 7 SAT OREGO qo QIH 90 c°M$ER '\1 OS A. HECk C4P EXPIRES:06/30/2017 January 25,2016 I ilMIII mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall- building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing - Mitek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/T911 Qualify Criteria,DSS-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R46397399 PL16-32_UPPER F10 Floor 6 1 Job Reference(notional) Pacific Lumber&Truss Co., Beaverton,Oregon - - 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Jan 25 06:53:43 2016 Page 1 I D:5eV?tdjYi IzoX2xysi F D Vpzsm U O-Rj kZblvMb?I7rQ9EhYwZPRy WeDv010FDtkkuStzrse6 I 0-5-4 I 2-6-0 1 1.5x3 II 2 4x4= 31.5x3 II Scale=1:11.3 :// 5 4x4= 3x4= 41-} 3-2-4 0-1-8 3-0-12 Plate Offsets(X,Y)— 15:Edoe,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.05 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:18 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-2-4 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=135/0-4-0,5=135/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)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. 2� 870 2PE -9r" SAT OREG N rye Q44 Or) MeER -V\ N- 1/4.1 - OS A. HE?' EXPIRES:06/30/2017 January 25,2016 r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not boss uss system.Before use,the building designer must verity the applicability of design parameters-and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 QuaNy CrNe1Ia,DSI-B9 and BCSI Building Component Suite 109 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights.CA 95610 Job Truss Truss Type Ory Ply POLYGON R46397400 PL16-32_UPPER F11 Floor 33 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon -, 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Jan 25 06:53:44 2016 Page 1 ID:5eV?tdjYilzoX2xysiFDVpzsmUO-wvlxoev?MJQzSakQEFRoyeUhDcBT1 mXN6OUR_Jzrse5 1 1-11-4 I 2-6-0 I Scale=1:26.0 1.5x3 I I 4x6= 1.5x3 I I 3x4 = 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 .! 7........... .,. o O ab e It e 17i1 10 9 8 3x5= 4x8 = 3x8= 3x5= 0-11-18 14-11-4 I 0--8 149-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.06 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.10 8-9 >999 360 BOLL 0.0 Rep Stress Ina YES WB 0.37 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:71 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=651/0-1-8,11=651/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1369/0,3-4=-1369/0,4-5=-1452/0,5-6=-1452/0 BOT CHORD 10-11=0/748,9-10=0/1583,8-9=0/919 WEBS 6-8=-1072/0,6-9=0/622,2-10=0/725,2-11=945/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8,11. 2)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. •\``'.. PRop 44 c'`cNGINEF-T /02 2 87022PE rT N fiAT OREG•N 19 O4ti 9O cc'tij8ER 'N OS A. HE 0 EXPIRES:06/30/2017 January 25,2016 0 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. '- Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Vii. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall / building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only.Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quaiy Criteria,058-89 and 11051 Building Component 7777 Greenback Lane Safely Intormaion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heiahts.CA 95610 Job Truss Truss Type Qty Ply POLYGON R46397401 PL16-32_UPPER F12 Floor 24 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon - - 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Jan 25 06:53:44 2016 Page 1 ID:5eV?tdjYlz0X2xysiFDVpzsmUO-wvlxoev?MJQzSakQEFRoyeUhMcD71 nfN6OUR_Jzrse5 1 0-10-0 1 1 2-6-0 I Scale=1:19.7 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 II 1 4x4 2 3 4 5 6 ‘_ e\_ v a v 10 9 8 7 \ 4x5= 3x5= 1.5x3 II 3x4 = I 11-4-0 I 11-4-0 Plate Offsets(X,Y)— 11:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.02 8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.19 Vert(TL) -0.07 7-8 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.30 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:56 lb FT=0%F,50%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=493/0-4-0,7=493/0-1-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=501/0,1-2=309/0,2-3=309/0,3-4=-927/0,4-5=927/0 BOT CHORD 8-9=0/795,7-8=0/656 WEBS 5-7=766/0,5-8=0/315,3-9=-067/0,1-9=0/584 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 2)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. co GINEi e . �N '7 o2w9�' 87022PE 1- / • N >CV pv .5* c‘SATOREGON q5.),,,@ / ''P '111 AMBER 41 OS A. He?' -E ' EXPIRES:06/30/2017 January 25,2016 1 __ i a WARNINGg -Verify design parameters and BREAD NOTES ON THIS ANDpINCLUDEDpMITER REFERANCE PAGEArora 47J rev.ual10/03/2015gBEFOREEUSE.* Design valid for use on with Mitek©connectors.This design is based on upon parameters shown,and is for an individual buildin com Hent,not I a truss system.Before use,the budding designer must verifythea applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chordmembersonly.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSS-89 and BCS1 Building Component Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R46397402 PL16-32_UPPER F13 FLOOR GIRDER 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon - - - 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Jan 25 06:53:45 2016 Page 1 ID:SeV?tdjYilzOX2xysiFDVpzsmUO-06sJOzwd7cYg4kJcozzl Vs1 sJOU8m5h WL2D?Xlzrse4 1 1-2-12 1 1-10-0 I I 1-8-8 1 Scale=1:25.4 3x4 II 6x12= 3x4 II 3x4= 1.5x3 II 3x4= 1.5x3 II 4x8= 3x4 II 1 2 3 4 5 6 7 8 9 e NI •• e e e • N Zir orb ////iNN N, e a a e s13 e 12 11 5x8 = 6x16= 3x5= 4x10= 4x6= 1 14-11-4 1 14-11-4 Plate Offsets(X,Y)— 11:Edae,0-1-81,ft0:Edae,0-1.81,114:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) Udefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.08 12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) -0.13 12-13 >999 360 BCLL 0.0 Rep Stress Ina' NO WB 0.89 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:80 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=1285/0-5-8,10=832/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2457/0,3-4=-2458/0,45=2473/0,5-6=-2473/0,6-7=1673/0,7-8=-1673/0 BOT CHORD 13-14=0/1086,12-13=0/2559,11-12=0/2168,10-11=0/960 WEBS 8-10=1222/C,8-11=0/920,6-11=638/0,6-12=0/393,3-13=967!0,2-13=0/1745,2-14=1646/0 NOTES- 1)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. 2)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)825 lb down at 3-6-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 3)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-14=-8,1-9=-80 Concentrated Loads(Ib) �Eo P R oj- S Vert:3=- �5 NGINEF- io Q., 2.9 cz- 870 2PE 7 NEAT OREGO ti OWN 9O AMBER ON On A. HE'e% EXPIRES:06/30/2017 January 25,2016 1 I aWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek0"connectors.This design is based only upon parameters shown,and is for an individual building component,not tY a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall -. building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSI-89 and ICS!Wilding Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R46397403 PL16-32 UPPER F14 FLOOR GIRDER 3 1 _ Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon _ 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Jan 25 06:53:45 2016 Page 1 ID:SeV?tdjYilz0X2xysiFDVpzsmUO-06sJOzwd7cYg4ItJcozz1 Vs1 p7OVWVmBnVVL2D?Xlzrse4 I 1-8-4 I 2-6-0 Scale=1:25.4 3x4 I I 4x8= 1.5x3 I I 3x4= 1.5x3 I I 4x8= 3x4 II 1 12 2 13 14 3 15 4 16 5 17 6 18 7 e e e e 0 ,,,,,,,,,,,...: o 2 e de e e • 10 9 4x6= 4x10 = 4x8= 4x6= I 14-11-4 I 14-11-4 Plate Offsets(X,Y)— PI:Edae,0-1-81,I8:Edue,0-1-81 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.07 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.37 Vert(TL) -0.12 9-10 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.50 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:74 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=868/0-5-8,8=833/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=1756/0,13-14=1756/0,3-14=-1756/0,3-15=-1756/0,4-15=-1756/0,4-16=-1867/0,5-16=-1867/0, 5-17=1867/0,6-17=1867/0 BOT CHORD 10-11=0/919,9-10=0/2040,8-9=0/1245 WEBS 6-8=1444/0,6-9=0/725,4-10=331/0,3-10=308/0,2-10=0/978,2-11=1206/0 NOTES- 1)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. 2)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)129 lb down at 3-11.8,129 lb down at 13-3-0,95 lb down at 0-8-9,95 lb down at 2-3-12,89 lb down at 5-6-2,89 lb down at 7-1-5,89 lb down at 8-8-8,and 89 lb down at 10-3-11,and 89 lb down at 11-10-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. 3)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 LoaVert 8(P� 5,1-7=50 �<���G N Org. Concentrated Loads(Ib) ��a !GN F.9 o Vert:6=89(F)4=-89(F)12=-95(F)13=95(F)14=129(F)15=-89(F)16=-89(F)170-89(F)18=129(F) 87022PE -7:— (r) N N 7 4>, OREG NeP <li 'Ac AMBER 11 On A. HE.C; EXPIRES:06/30/2017 January 25,2016 t1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M147473 rev.10Po3/2015 BEFORE USE. IIIII Design valid for use only with M7eld&connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate the design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. - • is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 QuaBy Criteria,D51-89 and BCSI Building Component Suite 109 Safely Informalon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suites Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R46397404 PL16-32_UPPER F15 Floor 3 1 Job Reference(notional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Mon Jan 25 06:53:46 2016 Page 1 ID:5eV?tdjYi lzoX2xysiFDVpzsmUO-slQiDJxFuwghiuuoMgUG 13Z1 tQu3Vj9fZizY3Czrse3 { 1-5-12 2-6-0 Scale=1:17.6 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 8 7 e 6� 3x5= 3x4= 3x4= _11-18 9-4-4 0.1-§ 9-2-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.01 7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.15 Vert(TL) -0.07 6-7 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.17 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:46 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=406/0-40,8=406/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-639/0,3-4=-639/0 BOT CHORD 7-8=0/356,6-7=0/511 WEBS 4-6=-597/0,2-7=0/330,2-8=504/0 NOTES- 1)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. Y PROFESS �\cJ �NGINEF�4 /02� 870 2PE N SAT OREG N qc,) Or) , AMBER '1 � A. HER40P EXPIRES:06/30/2017 January 25,2016 I I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters-and property incorporatethis design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only:Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify CrIeda,DSB-89 and SCSI Building Component Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 3/" Center plate on joint unless x,y p 4 (Drawings not to scale) offsets are indicated. I I Damage or Personal Injury MNDimensions are in ft-in-sixteenths. �� Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. onal or dia TOP CHORDS 9 g,is always required. See BCSI. 1 2. Truss bracing must be designed by an engineer.For 0'/16„ IUM 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor O 1111111,11111111M10:41 pbracing should be considered. 4■_� O 0 3.. Neverstack materials Provide ies exceedcopthe ofone thinadeis desitgrusnquas loading bshowntoracedthe andsnever s. O buildingtruse For 4 x 2 orientation,locate c7 a c�7 cs a designer,erection supervisor,property owner and plates 0-Ii 'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MITek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER 3907,ESR 2362,ESR 1397,ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that 1, Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I 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. *IMMreaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MIN NMI imi 6 18.Use of green or treated lumber may pose unacceptable ►= environmental,health or performance risks.Consult with Industry Standards: ANSI/TPI1: National Design Specification for Metal project engineer before use. 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. e is not sufficient. BCSI: Building Component Safety Information, MiTek 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 • °� PACIFIC Ll1MBERCOPYRIGHT201fi ROSEBURG FRAMING SYSTEM'" �w"°�" "" ` "m quality engineered wood products for todav's builder- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. _ : a ,II (' ��� The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGIDLAM-LVL RIGI DRI M" soup BLOCK Au .ow,,,, Posrs PRoxl Heave :::7=1>m,, ro BeAR;Eiii.ry. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other =m- ,III reR vernu.,e.Hncx product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or I� ' RA4EBVR6 FORM'PRQD4CiS AOSEBURr3 FOREST PROpUG95 ---- BEAR,.AREA OF BLOCKS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include �� `` / BELOW TO POST ABOVE. penalties of up to$20,000 per work Infringed,ands 100,000 per work Infringed willfully. ION RFPI JoisT .=.1r- ' p��1 ` Or # PERMIT ADDRESS RCiSEaRRG FOREST YROi VOTS I� 1.1 MST2016-00227 13740 SW SILENT FOX TER GONTRAGTORNOTE5: THISFLDESIGNOTES: sr�.," ..ww d 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS r.,-«,-: p`mJ9"-41FeWn ee•,x�., 1.2 MST2016-00228 13750 SW SILENT FOX TER 2)(u LESS NOTEDINGS OTHERWISE) WISER'S PLAN EXCEEPTHDESIGNED LIVMEET OR `:;4 dv.m FT,,,crv-.. WINLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFFi 3LockIRSPANELs WITH BEARD.*WALL ABOVE POST LOAD TRANSFER DETAIL 2)ALL BEAMS PER DESIGNER'S PLAN CRITERIA 1.3 MST2016 00229 13756 SW SILENT FOX TER (UNLE55NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN GUTTING FLOODEFLECTION CRIT nrs. Hr.s FOR PLUMBING 1.4 MST2016 00230 13760 SW SILENT FOX TER AD 5)PROVIDE SHEARWALROPER SUPPORT AT ALL 42psf DEAD LIVE LOAD 1.5 MST2016 00231 13768 SW SILENT FOX TER SLEEPING AREAS: THIS/5 A PLACEMENT PLAN ONLY. 5opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all q-1/2 RFPI-20 5 1 6"O.G. 9-1/2 RFPI-20 5 1 6"O.G. 9-1/2 RFPI-20 5 1 6"O.G. 9-1/2 RFPI-20 5 1 6"O.G. - 9-1/2 RFPI-20 S i b"O.G. shear wall blocking placement and connectors ROOF LOADING: START FRAMING HERE START FRAMING HERE START FRAMING HERE Purchaser responsible for approving ng this 1 Gpsf DEADVOD START FRAMING HERE START FRAMING HERE ayout prior to any construction. 1 Tpsf LOAD R1 \ / R1 / R1 R1 / Rt F No;li II I� I II m� q r il �jI I o R1 II I' 1 Ili II •; II jl 1. m 113 II it li li i l R1 _ 3 .f3 .�' d 3 Ja -3 - 13 .3 J .13 -5 .t3 II I I I I II p ii .1 11 Jh 1 11 JA P ..ti - _-- LR a r_ H•Re -I, tt 1. J51 1 x 7 n 1 1 R, I HDA9 Al; rrl.... �! 1 i 1P; R1 R3F r HD 1 1 'I .1 i 1i Jh 14 Ji i .`. .- ---- NDR 1..� -.. R1 ,�la � -i Jh _1 11 Ji ,�1 -Fr J1 Ji .1 JIr .� 4W i 1 ill I i 1 , T 0 l it QU `a -- ro CONFORMS TO DESIGN CONCEPT m p t 11 ell i Aly .1L 4 I i �g Q z a j x•t ❑ CONFORMS TO DESIGN CONCEPT WITH i 1, REVISIONS AS SHOWN H J �� I R1 R1 R1 ii R1 it RI 21 R1 rJ �..�. *0 j I Cl jl R' R' ji R' R' 'i I' R' ❑ NON-CONFORMING-REVISE AND RESUBMIT II ;I Rt11 , R, it -5 85 11 I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE j i _ II Ra I R� - ',I - I 1 j ROTH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 1 ,i 'i FABAICATOA!VENWA OF RESPONSIBILITY FOR CONFORMANCE'r11TH THE Ra - II i� I I Ja DESIGN DRAWINGS AND SPECIFICATIONS ALL OP NIGH HAVE PRIORITY lh • a Y 'I II Ra OVER THIS SHOP DRAWING. ¢ �e J5 '-" "'"^""' I- � � ri.. RalF y' a II By: Arnold R.Solomon Date: Feb.9,2016 11 Jh J J_B1 pH 1e 1 __ �6 a J J }y.,� fu I.I '11 ii Il w- �� CT ENGINEERING INC R3 Rte_ _- �; a _,- ___ VDRa 11 1 i'11 it 11 1 I 4", I 3 H3 1 i;0!, .v, J j d1� 1' YF d '. �� J3 1 Jtl J 3 Js ;IP l3 a, �Bh. Bh J .3 J� J444444 .3 B V{[4[ I B �h J=87 I R1 1 i'r ah s'i ah a" i 1 I y ..f„1 ea 0 ea 1 I t[e 1 e7 0? av 2P R 84 AO J o J •.,j .'!% z J I as •J` Jk '' - � � II I� ! !I ' ...A...4.1,0 J10 no as • II �I ii 1 �I i . H ii I H1H-o N - 1-,43 I ii SS �I HD�R3 yy 11 -=. 111i11i 3 I til t � �' :.1n` -.{ J,q _ - - Ri HD a 1 R1 L - �9 - $� xi. -_ __ _._, CONFORMS TO DESIGN CONCEPT Ri 1 - Ci R1 -.. -x-'' ., , 1 �r X❑ --L - L-' R1 '--- ( 111 i.-d Ij:. ---,P.A.,::::: :,...,,,,, _.I.. f PD .moi R.'.� CONFORMS TO DESIGN CONCEPT WITH -- ,,.ii__ a-____ ...,.,E_. ❑ REVISIONS NOTED NON-CONFORMING-REVISE&RESUBMIT 2 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 2 2 WITH DESIGN CONCEPT ONLY AND COWITH DOES NOT R ITHE THE FABRICATORNENDOR OF RESPONSIBILITY FOP.CONFORMANCE WIDESIGN REVISED 112616 KLM DRAWINGS.SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PL 1 b-32(MAIN) PRIORITY OVER THIS SHOP DRAWING. POLYGON FRENCH REVIVAL 5-PLEX E-b(D)K-5(0) By David R Burnett Date 129(16 MN(s Material Width Depth _ Grade Gtg Gut Lth Tot Lth MILBRANDT A R[H I T E C T S R1 1./5LVLRIm 1 5/4 9 1/2 1.5E 39 20 780 R2 056 Rim 1 9 1/2 5 16 80 HDR1 BIG BEAM 5 1/2 11 1/8 2.1E 4 16 64 /MPORT"ANT/ 510R2 Cascade 5.L 24F-V4 5 1/2 10 1/2 Fb-2400 2 14 28 HD1123 Cascades.L 24F-V4 5 1/2 10 1/2 Fb-2400 9 12 108 REFERENCE INSTALLATION 51 RigidLam LVL 1 5/4 1/2 1.5E 3 4 12 GUIDE FOR ALL FRAMING B2 RigidLam LVL 1 3/4 1/2 1.5E 4 2 8 63 RigidLam LVL 1 3/4 1/2 1.5E s 10 so DETAILS AND I-JOIST INFORMATION B4 BIG BEAM 5 1/2 1/2 2.1E 4 6 24 55 RigidLam LVL 1 3/4 1/2 1.5E 3 12 36 66 BIG BEAM 3 1/2 1/2 2.1E 7 4 28 BT BIG BEAM 3 i/2 2 2.1E 22 14 308 MAIN FLOOR JOIST LAYOUT m ._. Be BIGBEAM 1./ 3 1/4 1/2 2.1E 2 6 32 pacm �% umber �� 59 BIG BEAM 3 1/2 1/2 2.1E 2 12 24 SCALE: 1/4"- 1'-0" (H }- HANGER- GALLOVT -B 1 BLKG 1.7 5 LVL 3/4 1/2 1.5E 120 3 360 ®/ J1 RPM-20 3/4 1/2 9 18 162 -SUPPORTING POST J2 RFPI-20 3/4 1/2 11 5 86 a ® J3 RFPI-20 3/4 1/2 36 14 504 POST LOAD ABOVE RPM-204 RF -20 3/4 1/2 2 10 20 & TRU 5 5 COMPANY J R -RIMBOARD 5 RPM-20 5/4 1/2 2 16 32 J6 RFPI-20 3/4 1/2 14 28 392 105 15 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)855-9665 LB =LVL BLOCKING J7 RFPI-20 3/4 1/2 26 26 616 J8 RFPI-20 3/4 1/2 6 4 24 PLAN: FRENCH REVIVAL 5-PLEX E-b(D)K-6(P) JB -JOIST BLOCKING J9 RFPI-20 5/4 1/2 5 12 60 CUSTOMER: POLYGON J =JOIST GALLOUT ...110 RFPI-20 3/4 1/2 6 6 36 PLAN DATED: 5/1/15 B -BEAM(FLUSH w/JOIST) Acceseoriea HDR -HEADER(BEAM BELOYV JOIST) Hi TH011950-or-ITT9.5 54 DESIGNER: KAM/L HENDER5ON PATE: 1/22/1 b H2 HUG0181/9 4 H5 HU4 1 O 5130-BEAM BY OTHERS 1 PL 1 6-5 2 (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19.2"O.C. 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REVISIONS AS 540,0 o ere-CONFOrene-REGIS!AND R5tanrr rW rw". ..M LL M«:M.h,'a,. ill 11 CA'ENG Ci.-R.-LIE ,,atp CT ENINFFRING INCProduc I PIotID Length Product Plies Net Qty I ALL BEAMS AND CONNECTORS PER ENGINEER 1 JOIST WITH RIM J]X CONFORMS TO DESIGN CONCEPT BK1 37-00-00 1-3/4 X 20 LVL 1 5 CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED RM1 37-00-00 1-3/4 X 20 LVL 1 8 POLYGON BKS=BLOCKING FLOOR LOADING ❑NON-CONFORMING-REVISE&RESUBMIT RM1 15-00-00 1-3/4 X 20 LVL 1 2 RMI=RIM BOARD 40 LL TIS s I i w, FELE "''t o E col 4 n F RM1 14-00-00 1-3/4 X 20 LVL 1 3 FRENCH REVIVAL 5-PLEX E-6(D)&K-6(D) 15 DL m IT DESIGN CU1,N ON A DES F1EC H� Pacifi .' umber aHRI T.,VENDOR OF E ' I Jt C O A K NI.':SKN DR/LININGS s.sFEaHcar Ncvur,Fa a CODES r,-E or w I - ve BM23 14-00-00 1-3/4 X 20 LVL 2 6 REFER TO STRUCTURAL PLAN FOR ADDITIONAL PRIOR,OVER THIS I—,CRA ., PL16-32 UPPER POST TRANSFER BLOCKING By David R Burnett Date 1/27/16 BK1 12-00-00 1-3/4 X 20 LVL 1 3 AND SHEAR BLOCKING REQUIREMENTS. 8t TRUSS k COMPANY MILBRANDT ARCHITECTS BK1 11-00-00 1-3/4X20LVL 1 3 1/22/2016 BK1 10-00-00 1-3/4 X 20 LVL 1 5 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I RM1 10-00-00 1-3/4 X 20 LVL 1 7 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. 1 All 10-00-00 1-3/4 X 20 LVL 2 10 RM1 7-00-00 1-3/4 X 20 LVL 1 2 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I BM21 5-00-00 1-3/4 X 20 LVL 1 2 ACCESSORIES QTY II1!:-.....-!= ,.,-..- ...„=-;-=-:!1-`�.�II BM4 5-00-00 1-3/4 X 20 LVL 2 20 t— —= t BM2 4-00-00 1-3/4X20 LVL 1 5 A® HIT420 84 SHEET 2 OF 2 RM1 4-00-00 1-3/4 X 20 LVL 1 3 BM24 4-00-00 1-3/4 X 20 LVL 2 6 1-3/4 x 20 LVL BLOCKING 76' DO NOT: RM1 3-00-00 1-3/4 X 20 LVL 1 4 RM1 2-00-00 1-3/4 X 20 LVL 1 20 © HUC416 10 SCALE: 1/4"=1'-0" on 24"x36" SHEET Loosen,rtof the remove,cut webr notch RM1 1-00-00 1-3/4 X 20 LVL 1 6 y part the open joist.