Loading...
Plans (3) It PERMIT ADDRESS simim 4.1 MST2016-00247 13731 SW SILENT FOX TER 1111111 4.2 MST2016-00248 13725 SW SILENT FOX TER 4.3 MST2016-00249 13711 SW SILENT FOX TER"~ I ,1 iTek 4.4 MST2016-00250 13705 SW SILENT FOX TER MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL1 6-1 23 UPPER Fax916/676-1909 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: R46937014 thru R46937028 My license renewal date for the state of Oregon is December 31,2016. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ����0 P R©FFss ,., 0NGINEF� L 83640PE 9f y OREGON '.cz) ° (76IRY12Zo ' ' �� S•ON O Di•s -ture EXPIRATI► ? ' •f . 31-16 4110- March 30,2016 Ong,Choo Soon The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Qty Ply POLYGON R46937014 PL16-123_UPPER F01 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon - 7.530 5 Jul 11 2014 MiTek Industries,Inc.Wed Mar 30 10:04:21 2016 Page 1 D:SeV?tdjYi lzOX2xysi FDVpzsm UO-ugCtgytuC Ecj l ROhn5SeJC9k9C6YLH LckDX9bxzVl Re I 1-9-12 I 2-6-0 I Scale=1:18.2 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 0 05 8.3 7 3 ' 3x5= 3x4= 3x4= 9-8-4 I 00--1 9-6-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl 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 0.16 Vert(TL) -0.06 6-7 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.17 Horz(TL) 0.01 6 n/a Na Weight:47 lb FT=0%F,50%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 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. : >640PE � cc 1.' OF P V 41011r y406, (ORE ^o ff Ov SooN o Digital Signature EXPIRATION DATE:12-31-16 March 30,2016 1 .r I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. --» Design valid for use only with MTekN 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 designparameters and properly incorporate this design into the overal 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 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualtly Criteria,DSB-89 and B 7777 CSI Building Component Suite Greenback Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R46937015 PL16-123 UPPER F02 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon - 7.530 s Jul 11 2014 Mitek Industries,Inc.Wed Mar 30 10:04:22 2016 Page 1 ID:5eV?tdjYilzOX2xysi FD Vpzsm UO-Mtrn F l ltVJyXkavbztKortsQhupcQC4gm mztHj7NzVIRd 1 0-9-4 1 2-6-0 Scale:1/2"=1' 1.5x3 II 4x8= 1.5x3 i i 3x4= 1.5x3 II 3x5= 1.5x3 I I 1 2 3 4 5 6 7 e LL o 0 o 0 e 6 11 10 9 811 4x4= 4x8 = 3x8= 3x5= /-1111 13-9-41 13-7-12 Plate Offsets(X,Y)- Fl1:Edge,D-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 Inc( YES WB 0.42 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 67 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.l&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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=1028/0,3-4=-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=973/0,6-9=0/523,4-10 49/0,2-10=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. R '\(��o PoFFss ,_5 �NGiNEF9 /p �� $ •40PE of dr i y ORE +AP Cs - 0y�&q RY 12•Z��C? OO SOON O Digital Signature 1 EXPIRATION DATE: 12-31-16 March 30,2016 I 1 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M147473 rev.10Po3/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not14 , 111i. 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 IY!■ �k iT " is akvays required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the A4. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 QeaHy Criteria,DSB•89 and BCSI 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 R46937016 PL16-123_UPPER F03 Floor 22 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon -- - 7.530 3 Jul 11 2014 MiTek Industries,Inc.Wed Mar 30 10:04:22 2016 Page 1 .. ID:5eV?tdjYi lz0X2xysiFDVpzsmUO-MtmFl ltVJyXkavbztKortsQhulcQd4hfmztHj7NzVIRd 2-1-4 I 2-6-0 Scale=1:26.3 1.5x3 I I 4x6= 1.5x3 II 3x4= 1.5x3 II 3x8= 1.5x3 II 1 2 3 4 5 6 7 e- MAI e _ V 7 4114111414114114414111111111%44% y of e 0 e f1 10 9 8k 1.1 3x5= 4x8= 3x8= 3x5= 0-'16 15-1-4 I 00_i_8 14-11-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) 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 0.30 Vert(TL) -0.10 8-9 >999 360 BCLL 0.0 Rep Stress!nor 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=-1418/0,4-55=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. c��co t,\G N F'Q <<- So �� : •640PE 9f di 9 �y2(ORE•oo� .S.O XIRY12. O`4 sooty Digital Signature ( EXPIRATION DATE: 12-31-16 March 30,2016 1 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11.7473 rev.10/032015 BEFORE USE. !, Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 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 Quality Criteria.DSI-139 and ICSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Soda 109 Citrus Fleiohts,CA 95610 Job Truss Truss Type Qty Ply POLYGON R46937017 PL16-123_UPPER F04 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11:2014 MiTek Industries,Inc.Wed Mar 30 10:04:23 2016 Page 1 ID:5eV7tdjYilz0X2xysiFDVpzsmU0 g3KdFeu8jrsRXIY3uWU60dE3b0mdp7IvCXOGfgzVlRc 19 2-6-0 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 • — _ Ri I_i - 0 I 11 10 9 Br 5x5= 4x8= 3x6= 3x4= 1 00--14 13-4-0 13-2-8 I Plate Offsets(X,Y)— 111:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) l/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/TPI2007 (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. .c< PR OFF 74N4\\2 8 .40PE 9f AO 9 ORE �N r.. Q,, RY12.,e1' OO SOON O Digital Signature • EXPIRATION DATE: 12-31-16 J March 30,2016 I ..a. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 �p a truss.system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek*building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IY11y'1Qk is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the BMI 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/M1 Quarrly Criteria,DSI-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Hetahts,CA 95610 Job Truss Truss Type Qty Ply POLYGON R46937018 PL16-123_UPPER F05 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 5 Jul 11 2014 MiTek Industries,Inc.Wed Mar 30-10:04:23 2016 Page 1 ID:SeV?tdjYilzOX2 tysiFDVpzsmUO-g3KdFeuBjrsRXIY3uVVU6OdE_40jop52vCXOGfgzVlRc 1-10-4 I 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 7 e e e e Zr — 0 03 e e a e e 10 9 4x8x88= 4x10 = 4x8= 4x8 = I 15-1-4 I 15-1-4 Plate Offsets(XX)- 11:Edae,0-1-81,f8:Edoe,0-1-81,f11:Edae,0-1-81 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in floc) 1/defl L/d 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 lncr NO WB 0.54 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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=0/1143,9-10=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)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ���G�c4 P R OFFS'd' Uniform Loads(Of) Vert:B-11=5,1-7=so �� �NGINE'9 /0 Concentrated Loads(Ib) 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) 8 ,,z1-OPE t' glIF A - ORE4� o,. Digital Signature EXPIRATION DATE: 12-31-16 March 30,2016 9 a ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE. lir Design valid for use only with Mirek®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 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/711 Qualify Criteria,DSI.89 and SCSI 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 PL16-123 2 1 UPPER FOB FLOOR GIRDER 846937019 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Mar 30 10:04:24 2016 Page 1 ID:SeV?tdjYilz0X2xysiFDVpzsmUO-JFuOS_vnU9 19v7FSD?LxrmE4Q6ZYan3QBmpCGzVIRb 1-10-4 I 2-6-0 I Scale=1:25.7 3x4 II 3x5= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x4 II 12 3 4 5 6 7 o oT ."°°" -44111144111141114%Illit . - 11.111111111111111111.1.1111111.1111.1IIIIIIIIIIIIIIIIIIII°. 4141111111144111114111114141111%111411111.- ; e e a e 10 g 3x6 = 3x6= 3x6= 3x6= I 15-1-4 15-1-4 I Plate Offsets(X,Y)— fl:Edge,0-1-81 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Udefl Lid 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=-262/262,2-0=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. \c¢E0 PROFFss 7 N5 ENGINEER /9 8 '40PE of -7,,,ORE �N r.. O C? Cay VqRY 12? O� SOON O Digital Signature EXPIRATION DATE: 12-31-16 J March 30,2016 t t WARNING-Ve r.� My design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1111-7473 rev.10/032015 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 - -a truss system.Beforeuse,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 IYI t AiT is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Crfleria,051-89 and SCSI 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 R46937020 PL16-123_UPPER F07 Floor 4 1 Job Reference(optional) Pacific Lumber&:Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Mar 30 10:04:24 2016 Page 1 ., ID:5eV?tdjYilz0X2xysiFDVpzsmUO-JFu0S_vnU9_I9v7FSD?LxrmERQ8eYg73QBmpCGzVIRb 0-11-4 I 2-6-0 I 1 1.5x3 II 2 3x4 = 3 1.5x3 I I Scale=1:11.3 -- ■ II FAN II111111h I 1 NIA MN ENE IIIMM 5 ¢4 3x434 = 3x4= 61 8 3-8-4 I 1_ 3.6-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl 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 Incr 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 hE 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 stror.3backs,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. G 'F.,.'4 >640PE < !' • y ORE . 0,4„ C/gRYj22 �C" O2 SOON O Digital Signature EXPIRATION DATE:12-31-16 March 30,2016 1 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-1473 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 crtalsssysterrr 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 - -Mik' is always required to 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 Quail,CrIteria,DSS-89 and SCSI Budding 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 PL16-123 12 1 UPPER F08 Floor R46937021 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Mar 30 10:04:25 2016 Page 1 I D:SeWtd)Y izOX2xysi FDVpzsm UO-n RR OgJwP FS69m2iSOxXaU2J0fpV2 H 7ECfrV NkizVlRa l 2-6-0 l 0-11-12 l l 0-6-12 4sr4i= 1 1.5x3 ll 2 354= 3 3x4 II 4 Scale=1:11.2 • • r 0 Z t • 7 S 5 1.5x3 l l 3x4= 4x6= 3--10-4 l 3-7431.8-12 g I 46-8 l 3-7-4 0-1-8 Plate Offsets(X,Y)— f4:0-1-8.Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud 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 Incr NO WB 0.05 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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 Gray 7=152(LC 3),6=385(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 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 �F.��p P R p�Fss Concentrated Loads(Ib) Vert:4=125(F) ,.5 �NGINF9 /O � �OPE "Afyr ir WO 9 ORE Q.N.o 0ti0GgRY12 Z,'1\ O SOON Digital Signature EXPIRATION DATE:12-31-16 ! March 30,2016 t I WARNING-Verify design am rift' gn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/032015 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,note 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 buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing - 891•18iT1k` is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the MiTek` fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DS8-89 and BCSI BuBding Component 7777 Greenback Lane Safety Informallon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Sate 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R46937022 PLI6-123 UPPER F09 Floor 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Mar 30 10:04:25 2016 Page 1 I D:5eV?tdjYi lz0X2xysiFD Vpzsm U O-nRROgJwP FS69m2iS0xXaU2JOkpVJH79CfrV N kizVl Ra I 2-6-0 1 0-5-12 1 1 0-6-12 4v4j= 1 1.5x3 II 2 4x4 = 3 3x4 II 4 Scale=1:11.3 \ /— 1.5x3 II 7 5 3x4= 4x6 I� 3-1-4 0-11 I 0-6-4 0-1-6 Plate Offsets(X,Y)— 14:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl L/d 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/iP12007 (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(p8) Concentrated Loads(lb)—80 SJ'\��NG FFs`Sj0 Vert:4=125(F) ,�� l� 9 * 8 ,LI-OPE c 12 ORE o 4011 o ti 4,,-,�qRY 12? �0 O SOON ° Digital Signature EXPIRATION DATE:12-31-16 March 30,2016 s1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 6111-7473 rev.10/032015 BEFORE USE. __ Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual budding 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.. budding 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/TPI1 QuaMy Criteria,DS1-89 and ICSI Building Component 7777 Greenback Lane Safely Information 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 R46937023 PL16-123_UPPER F10 Floor 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon .. 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Mar 30 10:04:26 2016 Page 1 ID:5eV?tdYi Iz0X2xysiFDVpzsm UO-Fe?mtfw10mEOOCHeZe2pOGsauDrQOaUMuVFwG8zVIRZ I 0-5-4 I 2-6-0 I 1 1.5x3 II 2 4x4= 31.5x3 II Scale=1:11.3 J c. 62 ::: / • 5 3 . 4x4= 3x4= q-i 3-2-4 1- 3-0-12 Plate Offsets(X,Y)— 15:Edge,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/TP12007 (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 conrsctions. 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. <<-`' P R oFFss C_�0 04GIN, FR /O 2 8 .40PE 9<' 0 y OR SON '.. Oy2�AlRY 12 2, 00 SOON O Digital Signature EXPIRATION DATE: 12-31-16 March 30,2016 4 I mllr. WARNING-Ve. desi rtry gn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev.101132015 BEFORE USE. » Design valid for use only with Mirek®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 propertyincorporate 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 �FT ' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPl1 Quality Criteria,DSB-89 and BCSI Budding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. -- Suite 109 Citrus Heiohts,CA 95610 Job Truss Truss Type Qty Ply POLYGON R46937024 PL16-123_UPPER F11 Floor 22 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon .-- 7.530 s Jul 11 2014 MTek Industries,Inc.Wed Mar 30 10:04:28 2016 Page 1 ID:5eV?tdf iIz0X2xysiFDVpzsmUO-Fe?mtfwlOmEDOCHeZe2p0GsakDneOVWMuVFwG8zVIRZ 1-11-4 I 2-8-0 Scale=1:26.0 1.5x3 I I 4x6= 1.5x3 II 3x4 = 1.5x3 I I 3x6= 1.5x3 II 1 2 3 4 5 6 7 e i _ _ 1!J 10 9 8V 3x5= 4x8 = 3x8= 3x5= 1 14-11-4 I 00--1 8 14-9-12 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) -0.06 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 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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=-1369/0,34=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. '\<(- P R OFFsd1 �;co (c.- F9 /u* 8 ,40PE c-- 0 , • �y ORE � ti O OO SOON O Digital Signature EXPIRATION DATE: 12-31-16 March 30,2016 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1" Design void for use only with MTek®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 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/TPII Quaky Criteria,DSI-89 and SCSI 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 PL16-123_UPPER F12 Floor 16 1 R46937025 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Mar 30 10:04:26 2016 Page 1 ID:SeV?tdjYilzOX2xysiFDVpzsmUO-Fe?mtfwlomEQOCHeZe2p0GsatDplOWeMuVFwGBzVIRZ i 0-10-0 1 1 2-6-0 Scale=1:19.7 1.5x3 I I 3x4 = 1.5x3 II 3x4= 1.5x3 II t 4x4 = 2 ® 3 4 5 6 e o _ o- L ob ' \ 0 , /, 7 9 e o �7(y 1lX 4x5= 3x5= 1.5x3 II 3x4 = I 11-4-0 11-4-0 I Plate Offsets(X,Y)— f1: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) -0.02 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=-56710,1-9=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. •\��Eo PROFFss c;-.� �NGiNFF6 j� c4., - 8 .40PE moi' v OR SON .. 0 -IVA!RY 12.-re0 00 SOON ,\-\ Digital Signature EXPIRATION DATE: 12-31-16 March 30,2016 4 I WARNING-Verify design �� parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design-parame}p ,and property 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 Quay Crileda,DSI-89 and BCSI Building Component 7777 Greenback Lane Safety Inlormalion 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 R46937026 PL16-123_UPPER F13 FLOOR GIRDER 2 1 Job Reference(notional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Mar 30 10:04:27 2016 Page 1 - I D:SeV?tdjYilz0X2xysiF DVpzsmU O-jgZ84?xfn4M50Msg7 MZ2ZTOIgd4JIggV79_TobzVIRY 1 1-2-12 1 1-10-0 I I 1-8-8 I 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 e o� e •eo e 2/ NNI 0 _ 40/•,,- e e e 13 12 11 5x8 = 6x16 = 3x5= 4x10= 4x6= 14-11-4 I I 14-11-4 Plate Offsets(X,Y)— ft:Edoe,0-1-81,110:Edoe,0-1-81.114:Edae,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 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 Weight:80 lb FT=0%F,50%E BCDL 5.0 Code 1BC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 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=1673/0,74=1673/0 BOT CHORD 13-14=0/1086,12-13=0/2559,11-12=0/2168,10-11=0/960 WEBS 8-10=1222/0,8-11=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 Loads Concentrate 825(F)) ���'<C�Nc'N E. tv, 8 .40PE 9 cc f dilIF y ORE N 0,5,- RYi2• 00 SOON O Digital Signature EXPIRATION DATE:12-31-16 March 30,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE hill-7473 rev.101032015 BEFORE USE. Design valid for use only with Mlrek®connectors.This design is based only upon parameters shown,and is for an individual building component,not I----- ---- -- - a truss system.Beforeuse,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated b to prevent buckling of individual trans web and/or chord members only.Additional temporary and permanent bracing MiTek"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 SCSI Building Component Sale 109 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suits 191101s.CA 95610 Job Truss Truss Type Qty Ply POLYGON PL16.123_ 2 1 UPPER F14 FLOOR GIRDER R48937027 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon _ 7.530 s Jul 11 2014 Mitek Industries,Inc.Wed Mar 30 10:04:27 2016 Page 1 ID:5eWtdjYilzOX2xpiFDVpzsmUO-jgZ84?xfn4MsOMsg7MZ2ZTOied6hlwmV79 TobzVIRY I 1-8-4 I 2-6-0 I _ ScaIe=1:25.4 3x4 I I 4x8= 1.5x3 II 3x4= 1.5x3 II 4x8= 3x4 II 1 12 2 13 14 3 15 4 16 5 17 6 18 7 • e $ • 0 a. e ` / e a a .1`x�J 10 9 //*88**\.. 4x6= 4x10 = 4x8= 4x6= I 14-11-4 14-11-4 I Plate Offsets(X Y)— 11:Edge,O-1 81,I8:Edge,O-1 81 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCL L 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.07 9-10 >999 480M T20 220/195 TCD 10.0 Lumber Increase 1.00 BC 0.37 Vert(TL) -0.12 9-10 >999 360 BCL2 0.0 Rep Stress Inca 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. (Ib/size) 11=868/0-5-8,8=833/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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=-1756/0,416=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 WEBS6-8=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 Loads(plt) Vert:8-11=5,1a=so ���D PROp Concentrated Loads(Ib) \�� ��G(NEFR `r�0 Vert:6=-89(B)4=89(B)12=-95(B)13=95(B)14=-129(F)15=-89(B)16=89(B)17=-89(B)18=129(F) 4t? 2 .40PE f i 9 4010,ORE �� C),4Z./4 1.5) °0 SOON O Digital Signature EXPIRATION DATE: 12-31-16 J March 30,2016 I ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 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 properly incorporate this design into the overall 11111 - building design.Bracing indicated is to prevent buckling of individual-truss web and/or chord members only.Additional temporary and permanent bracing IL I[�"f k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the INI 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Irll Qualify Criteria.DSI-89 and ICSI Building Component 7777 Greenback Lane Safety Information available horn 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 R46937028 PL16-123_UPPER F15 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Wed Mar 30 10:04:28 2016 Page 1 ID:5eV?tdjYilz0X2xysiFDVpzsmlJO-B07WILyHYNUjeWR1 h34H5hxwO1 VFUS9eLpk1 L1zVIRX I 1-5-12 I 2-6-0 I Scale=1:17.6 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 o 2 ab 84/ 7 3x5= 3x4= 3x4= 944 I 0.1 9-2-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 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 Inc( YES WB 0.17 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:46 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) 6=406/0-4-0,8=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. C�����NGNEfi'4s/�2 �� 8 >,40PE -7_,.. r i -7 ORE *N ..o A. 0 C>y C41Ry12? \- O� SOONO Digital Signature EXPIRATION DATE: 12-31-16 ) March 30,2016 4 .r 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M147473 rev.10/03/2015 BEFORE USE. 1111!. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual bulding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate thisdesign 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/TPI1 Quality Criteria,DSB-89 and ICSI/adding 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 Symbols Numbering System A General Safety PLATE LOCATION AND ORIENTATION Notes 1 3j4' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury MIME Dimensions are in ft-in-sixteenths. I� Apply plates to both sides of truss 1 and fully embed teeth. 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 01 n Ct-2 C2-3 '/16 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves /11111114010,12, 4 cmay require bracing,or alternative Tor I _IIIIME pbracing should be considered. 1-� O 3. Never exceed the design loading shown and never Ustack materials on inadequately braced trusses. ~ C7-8p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locatec�� C5-6 designer,erection supervisor,property owner and BOTTOM CHORDS all other interested parties. plates 0 '/i 'from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 6. Place plates on each face of truss at each required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locatio andoint are bregula embed ed by ANS%PI Knots and wane at joint • connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from "Plate location details available in MITek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation plating and loca requitionrements.dimensions indicated are minimum LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and �� Trusses are designed in all respects,equal to or better than that �� Indicated by symbol shown and/or g d 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 bracingspacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling 1s installed,unless otherwise noted. established by others. No's' 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but 16.Do not cut or alter truss member or plate without prior p___47 reaction section indicates joint ©2012 MiTek®All Rights Reserved approval of an engineer. number where bearings occur. Min size shown is for crushing only. 17.Install and load vertically unless indicated otherwise. ® I1110 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(frontback,words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. isnot sufficient. miTeke BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015 ROSEBURG FRAMING SYSTEM a = PACIFIC LUMBER COPYRIGHT2016 '" a;wy,• - -ate° II qualify engineered wood products fortodav'sbuilder." •www•. SOLI,CLOCK Au These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2076. ° -"oW" , i I� rosrz FROM ABOVE The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber �•"m ;n•" roseAR:�SS�orv. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGIDLAM-LVL RIGIDRIM' °^• °�• _ _ INSTALL s�As HAMA« product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ��,! I�� BEAM.o EAORBLOCKS O C S copying of these plans,InfrInges rights under the Copyright Act.Infringes face liabilities that include aOSEYae9FOa6St PRODUCES aoscauaorosaTPvoal,ers `� penalties of up to 420,000 per work infringed,and 510D000 willfully.4.1 MST2 _ ADDRESS GONTRAcTORNOTES: oEsi6NNQTt5. ,�',,,,,>„,,,-,„-,,,, 016 00241 p7 13731 SW SILENT FOX TER 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS `..'°.".::e`�.•"�"..,�q�v.�,- 4.2 MST2016-00248 13725 SW SILENT FOX TER 2)(U LFOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE YS LOAD IZFPi 3Lockws PANELS WITH seAlxNs rvALLneovE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA 4.3 MST2016 00249 13711 SW SILENT FOX TER (UNLESS NOTED OTHERWISE) OF L/450 N.rs. Nrs. 4)USE CAUTION WHEN GUTTING 4.4 MST2016 00250 13705 SW SILENT FOX TER FOR PLUMBING FLOOLIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 40p5f LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD 3Opef TH/5 I5 A PLACEMENT PLAN ONLY. SLIVE OD This layout is to be used in conjunction with 1 2p5f DVDEAD LOAD Architectural/Structural plans.Verify all 9-1/2 RFPI-20 a 1 6"O.G. 9-1/2 RFPI-20 a 16°0.0. 9-1/2 RFPI-20 5 1 6"0.C. • 9-1/2 RFPI-20 a 1 6"O.G. shear wall blocking placement and connectors ROOFLOAD/N6: R 1 Purchaser responsible for approving 1 ART FRAMING HERE ART FRAMING HERE START FRAMING HERE ption. this 25psf LIVE LOAD START FRAMING HERE R 1 / ayout prior to any construction. 11p5f DEAD LOAD .I-. =--_ ,t AJC 1 I , D I R 1 -_ R 1 RIIr. H�-3 I H1:jRo ! WII 'I .fly l~ D�3ry ND'3! 1 ! 1 ; ______6 (N 11 I : R1 I J1 Ir - ii i a1. @, 1 1 $ J 1 R i j I ® CONFORMS TO DESIGN CONCEPT Ir J(2 !2 J ❑ CONFORMS TO DESIGN CONCEPT WITH B I1 i $1 #h ?" 1 T - e L - D i 2 T 11 rl J 1 JIt J1 a1 t a, J t � I�2 REVISIONS AS SHOWN N 3 ❑ NON-CONFORMING-REVISE AND RESUBMIT 3 413 1 I __. _ 3 Jp-3 ! j -16.i-J3 J -�3 J -3.1B _... ! ! - _-- H R A THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1 - il 1 - 1 �i ` WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ® ! I I FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE I 2 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ®LANDING ' B O I' I 51....$I4 k BT ! OVER THIS SHOP DRAWING. B3 I BIO- _a LANDING LEVEL ■ - ! LEVEL By: Arnold R. Solomon Date:April 5, 2016 3 �1 1 R1 Rt Ri �(�I CT ENGINEERING INC BT_ 1 R2 . HD - I B ;. R1 R1 2 Irmi CONFORMS TO DESIGN CONCEPT H2 �' 1 .'�' ct, , 2 CONFORMS TO DESIGN CONCEPT WITH �a its' 2 REVISIONS NOTED 61r �" 1 )t NON-CONFORMING-REVISE&RESUBMIT 1F M. I i : !B1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE H2I 1I I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN $$8 B� B 51t.)! B$; S B,,b J2 2 DRAWINGS SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH RAVE 1 J'1 1 41 J1 I 6 KLI PRIORITY OVER THIS SHOP DRAWING. II .� J:,2J J4 B1_-- 51 J• 2 J2.`I J1 1 .11 1 ..I1 -1 d,! .11 J2 .j2 `IT r tr .IR ? By David R Burnett Date 4/6/16 _ �� �� MILBRANDT ARCHITECTS R2 ! : B T �• .�2 JII J R2 ■ J ! 1 == 61 W Bf -r i I I BT n 5'7 51 B 1.� J , II !I I I� i' ! i4 _!r1H:yf JT B 1 O I 1 Ei El -J- B9 LLP 1�.:a'':c: R1 f w y - .. a '1 C] �--- ,F-syn-.- .--�a�L, R� Y - BL L U!L t- .mitam1 I I" ,Iii R1 R1 .I T. ; I . 1 ,ni _ 139 I ( 1 H3 €/ PL 1 6-1 23(MAIN) ���JJJ VVV POLYGON FRENCH REVIVAL 4-PLEX E-5(17),K-5(0) Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth R1 1.15 LVL Rim 1 3/4 I 1/2 1.5E 29 20 500 R2 055 Rim 1 9 1/2 3 16 40 HDR1 BIG BEAM 5 1/2 11 1/0 2.1E 2 20 40 HDR2 Cascade 5.L.24F-V4 3 1/2 10 1/2 Fb-2400 4 12 40 HORS Cascade5.L.24F-V4 3 1/2 10 1/2 Fb-2400 4 16 54 /MPORTANT/ HDR4 Cascade 5.L 24F-V4 3 1/2 9 Fb-2400 2 6 12 REFERENCE INSTALLATION .51 ELKS 1.95 LVL 1 3/4 9 1/2 1.5E 00 3 240 GUIDE FOR ALL FRAMING 51 RIgiALam LVL 1 3/4 9 1/2 1.5E 4 4 15 52 RIgiALam LVL 1 3/4 9 1/2 1.5! 2 a 16 DETAILS AND I-JOIST INFORMATION B3 RiaidLam LVL 1 3/4 9 1/2 1.5E 4 2 0 B4 RigldLam LVL 1 3/4 9 1/2 1.5E 2 10 20 85 RigldLam LVL 1 3/4 9 1/2 1.5E 2 14 20 LEGEND: Be, BIG BEAM 3 1/2 9 1/2 2.1E 6 4 24 . , �--� 57 BIG BEAM 3 1/2 9 1/2 2.1E 14 14 196 pacmumber a.HANGER 50 BIG BEAM 3 1/2 9 1/2 2.1E a to taa MAIN FLOOR JOIST LAYOUT Bq BIG BEAM 3 1/2 9 1/2 2.1E 2 0 15 SCALE: 1/4"-1'-0" ® 510 BIG BEAM 3 1/2 9 1/2 2.1E 4 6 24 SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 26 20 520 ® -POST LOAD ABOVE .J2 RFPI-20 1 3/4 9 1/2 22 10 396 & TRUSS 1 COMPANY J3 RFPI-20 1 3/4 9 1/2 20 22 440 R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 10 0 00 JB REM-20 1 3/4 9 1/2 B 4 32 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)050-9663 LB -LVL BLOCKING J6 RFPI-20 1 3/4 9 1/2 2 lb 32 - JB -JOIST BLOCKING J1 RFPI-20 1 3/4 9 1/2 4 12 40 PLAN: FRENCH REVIVAL 4-PLEX E-5(12)•K-5(D) 18 RFPI-20 1 3/4 9 1/2 4 5 24 CUSTOMER: POLYGON J -JOIST GALLOUT Acceeaarlea PLAN DATED: 2/1 9/16 B -BEAM(FLUSH w/JOIST) H1 TH017950-or-ITT9.5 44 HDR -HEADER(BEAMBELOWJOIST) H2 H12410-or-HU410 14 DESIGNER: /G4M/LHENDER50N DATE: 3/30/16 H3 HUG01.131/9 4 BBO-BEAM BY OTHERS PL 1 6- 1 23 (MAIN) SHEET: 10f 2 # PERMIT ADDRESS 4.1 MST2016-00247 13731 SW SILENT FOX TER 4.2 MST2016-00248 13725 SW SILENT FOX TER 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS 4.3 MST2016-00249 13711 SW SILENT FOX TER 4.4 MST2016-00250 13705 SW SILENT FOX TER START FRAMING HERE > START FRAMING HERE START FRAMING HERE > <START FRAMING HERE ® CONFORMS TO DESIGN CONCEPT i, o O p p CONFORMS TO DESIGN CONCEPT WITH IBMsI BM61__ JBMs REVISIONS RM1!I K �RM1 M1!' r v — v ll RM1 !I �_ . RM111 M_ M BMsM M p RM1 ❑ NON-CONFORMING-REVISE AND RESUBMIT t II liI -.,_,-- "-3'-.;I _ _LLT ,,. \ I JI _ �_ Ill_ _. 0'? n :8. 0 0 0 o I! n` rn i _ o m m m m THIS SHOPDRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE u 1 v II o o o I o •• 4 0 wII o 0 0 a o:;•'r - �t IIS { o WITH THEDESIGNCONCEPT ONLY AND DOES NOT RELIEVE THE f o tl a u. tL II c z II "- W�- tl oo FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE v I 'u_ Qrt3 -0 lll E. I m�i �., o 12- 3-150). 't :I 14 4 ii �Im II CI 12-10-15 1141 a u. ip Ilm 1 4 1 kkll qq DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY \ ?E Iii .. am a �. L!I © tC III 3� -0�D� 111 h FOS r A F14 F14 • u m,. III I OVER THIS SHOP DRAWING. t. FD3. F11 ,.... F11... ,I o _ f By: Arnold R.Solomon Date:April 5,2078 l'-::-'-' B CT ENGINEERING INC F03 4 ' F11 11 Y F11 o — m ff F03 W R ' Eli P F11 4 A QX CONFORMS TO DESIGN CONCEPT P t F03 ro Ell F11 G CONFORMS TO DESIGN CONCEPT WITH FM ! I > REVISIONS NOTED • F13 F13 I 0 NON-CONFORMING—REVISE&RESUBMIT I b ,I A Ilb ` II I F06 I F03 ®I. F12 II { III F12 ` ,,, THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1--;� �l � (I " 1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE iRM1 F04 (�F12 II III .��- I FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN N I p C? F121(�l)I I I O 'RM1I DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE ��f I� ( PRIORITY OVER THIS SHOP DRAWING. m I'� F04 IF12 N ll F12 I -2 RM1 m _ 9ll IIP m [I RM1� By David R Burnett Date 4/6/16 F04 F12 , °I,, 2 m NI 4 Flt _• "- MILBRANDT ARCHITECTS F03 1 I. �® 1m — coi F12 I I.qq) ^3 — 1— P F03 1-1 I E Vrg F12 c111 F12 I' � Fes' I L Y�K cc i F03 ! we F12 31 2 i lF12 .11 IP F12 nn I Ali " ft F03 n III BM2 p F12 \�/ I R. I- I � i-pi_ I IBM2I Tj'1 + I I j J:--� F030110 F11 U Li F11 q . RM1 -R F02 F11 ( F11 q� I �" RM1 atll F02 t 1I Eli I A F11 m A I, F0211 ( F11 f+71 `LI Fi7 Eli I 0 MI W F9 w w = i B — F02 II ' Eli 1 2 F11 j g P. 1 P F02 • F11 p Eli • 4® z _ F02 i— Eli ` : F11 1 t. I'.1 IR X111 F01 IdRM1 ' it �E] BM24 �� �3-0i 1X3-00 B�NI2� O M1 ' I'®ans p ®, p 42 ['� RMI] _�.,, re RM1 a —�_ _ A_, RM1� m O UU U U K O N O N O a 3 a as 3 2 O O O = _ N ED 10 iI + Products JOIST WITH RIM of Length Product Plies Net Qty BK1 37-00-00 1-3/4 X 20 LVL 1 4 RM1 37-00-00 1-3/4 X 20 LVL 1 6 POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 ALL BEAMS AND CONNECTORS PER ENGINEER 1 RM1 14-00-00 1-3/4 X 20 LVL 2 FRENCH REVIVAL 4-PLEX E-5(D)&K-5(D) Pacifi umber BM2 14-00-00 1-3/4 X 20 LVL 2 4 BK1=BLOCKING FLOOR LOADING: BK1 12-00-00 1-3/4 X 20 LVL 1 2 PL16-123 UPPER RM1-RIM BOARD 15 LL 5DL TRUSS COMPANY BK1 11-00-00 1-3/4 X 20 LVL 1 2 REFER TO STRUCTURAL PLAN FOR BK1 10-00-00 1-3/4 X 20 LVL 1 4 3/30/2016 ADDITIONAL POST TRANSFER RM1 10-00-00 1-3/4 X 20 LVL 1 6 BLOCKING REQUIREMENTS. BM6 10-00-00 1-3/4 X 20 LVL 2 8 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN RM1 7-00-00 1-3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I tI� ' � �'I BM21 5-00-00 1-3/4 X 20 LVL 1 2 ACCESSORIES QTY fI�--�-` -IIS BM4 5-00-00 1-3/4 X 20 LVL 2 16 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA _ -I BM2 4-00-00 1-3/4 X 20 LVL 1 4 O HIT420 66 SHEET 2 OF 2 _ RM1 4-00-00 1-3/4 X 20 LVL 1 2 BM24 4-00-00 1-3/4 X 20 LVL 2 4 1-3/4 x 20 LVL BLOCKING 56' DO NOT: RM1 3-00-00 1-3/4 X 20 LVL 1 4 Loosen, remove,cut or notch RM1 2-00-00 1-3/4 X 20 LVL 1 18 B RM1 1-00-00 1-3/4 X 20 LVL 1 4 HUC416 8 SCALE: 1/4"=11-0"on 24"x36"SHEET any part of the open web joist.