Loading...
Plans (2) g' JM9 V ..r E ,.. MST2019-00323-14255 SW 168T"AVE—LOT 67 �I® - MST2019-00324-14271 SW 168T"AVE—LOT 68 FEB 0 7 2019 MST2019-00325-14279 SW 168T"AVE—LOT 69 MST2019-00326-14293 SW 168T"AVE—LOT 70 MiTek� y OF I!u�1F1�) ' MST2019-00327-14297 SW 168T"AVE—LOT 71 BUILDING DIVISION' MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL18-349_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: R55803514 thru R55803529 My license renewal date for the state of Oregon is June 30,2019. <<- G NEE,4 S/o2 87022PE v� (P y iA OREGON 1 ,N Q� 90 418ER 5� OS A. H0'o- EX : 06/30 9 October 12,2018 Hernandez, Marcos IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have riot been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type QV Ply POLYGON ' R55803514 PL18-349_UPPER F01 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:44 2018 Page 1 ID:5eV?LdjYiIz0X2xysiF DVpzsmU049ihtZExL NIi9sVFgpnBKwzFfRCahOwMNUj_xlyU9H P 1 1-9-12 1 26-0 Scale=1:17.7 1.5x3 II 3x4 = 1.5x3 II 3x4 = 1.5x3 II 1 2 3 4 5 _ e e' \C'gX 3x5 = e%,� B 7 / \3x4= 3x4 = 9-8-4 0 14 9-6-12 I LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (toe) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.01 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.16 Vert(TL) -0.06 6-7 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.17 Herz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012/1712007 Matrix-R Weight:47 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, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(8at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=420/04-0,8=420/044 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=688/0,34=-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 2x8 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strong backs to be attached to walls at their outer ends or restrained by other means. <cQ`E4 P R opens „,c 4GINEF9 /,2 87022PE pr y �'oj, OREGON cp k// 90, FM8ER 4A �O OS A. HE:Qk EXPIRES: 06/30/2019 October 12,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. or Design valid for use only with MDek®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 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 properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing oftrusses and truss systems,see ANSIITPII Quality Criteria,DSB29 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Guts 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R55803515 PL18-349_UPPER F02 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:45 2018 Page 1 ID:5eV?tdYiIz0X2xysiFDVpzsmUO-YMG35vFZfihtZn?4SO61Nt7 WQIrWEOrlxvb8TXT9yU9H0 0-9a I 2-6-0 Scale=1:23.4 1.5x3 11 4x8 = 1.54 II 3x4= 1.5x3 II 3x5 = 1.5x3 II 1 2 3 4 5 8 7 i - o .... -!Xs'!''!''''''!''!''6!'!'!''!!'!'!''''!''''''r6'° ; 11 10 9 8k 4x4 = 4x8 = 3x8= 3x5= C11118 0-1-8 t3-9-4 I 13-7-12 —_-. Plate Offsets(X,Y)— 111:Edne,0-1-81 LOADING (psf) SPACING- 1-7-3 C51. DEFL. in (Ioc) I/de0 L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 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-R 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 puffins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(8at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/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=-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. ��� o P R opFs ��\� LNG`NEF'7 s/�2 kCa 870 2 P E 9T- ry y��Aj, OREGO ry O4// 9O AMBER .%� O cs n A. lie0 EXPIRES:06/30/2019 October 12,2018 Q WARNING.Verify design parameters and READ NOTES ON MIS AND INCLUDED MITER REFERENCE PAGE Mg-7473 rev.10/03/2015 BEFORE USE. ill Design valid for use only with MiTeke 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 verily 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 coHapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRP11 Quallly Criteria,DSB-89 end 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 95810 Job Truss Truss Type Qty Ply POLYGON a R55603516 PL18-349_UPPER F03 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2016 MiTek Industries,Inc. Fri Oct 12 12:38:46 2018 Page 1 ID:5eV?tdjY1z0X2xysiFDVpzsmUO-0YgRIEGCt_?Q09feygpcPL2b Esu9F42goC4?cyU9HN 2-1-0 2-6-0 Scale=1,25.8 1.5x3 I I 4x6 = 1.54 I I 3x4= 1.5x3 II 3x8= 1.5x3 I I 1 2 3 4 5 8 7 e e 0 1 e ty 10 9 Elk 3x5 = 4x8= 3x8 = 3x5 = 0-1F8 15-1-4 0-1-8 14-11-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdef Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.06 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.30 Vert(TL) -0.10 8-9 >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 8 Ma n/a BCDL 5.0 Code 1BC2012/TP12007 Matrix-R 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, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 OF Stud/Std(flat) DOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8�59/0-1-8,11=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=0/1620,6-9=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. QED PROFF ��\ca�F NGINEF��%OfL CC' 87022PE �r -y N 1N �Aj, OREGON 2q Ozu 90 FMBER '6 OS A. HEY% EXPIRES:06/30/2019 October 12,2018 o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MRek®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 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 ANSIRPI1 Quality 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 R55803517 PL18-349_UPPER F04 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:47 2018 Page 1 I D:5eV?tdjYllz0X2xysiFDVpzsmUO-UkOp Wa Hgel7H0JDq WXKryYbmgeDuuh9B3SyeY2yU9H M 1'-4-I 2-6-0 I Scale=1:22.6 5x8—1.5x3 II 1.5x3 II 3x4 = 1.5Y3 I I 3x5 = 1.5x3 II 1 2 3 4 5 6 7I,, c a R a o e 11 10 9 e 5x5= 4x8= 3x6 = 3x4 = 0-118 13-4-0 I 0-1-8 13-2-8 Plate Offsets(X,Y)— 111:Edge,O-1-81 LOADING (paf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(TL) -0.08 8-9 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.43 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R 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 puffins, BOT CHORD 2x4 OF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(fiat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/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=0/123D,8-9=0/802 WEBS 6-8=936/0,6-9=0/486,4-10=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. e`EO PROFF Ss FR /0G. ,,,. � 9t-� 87022PE ( 'Ilie N t �yAj, ORE „Ida 'A0 AMBER A\ EXPIRES: 06/30/2019 October 12,2018 A WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. MIS" Design valid for use only with MITeke 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 verily 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 properly damage.For general guidance regarding the fabrication.storage,delivery,erection and bracing of busses and truss systems,see ANSVTPI1 Quality Criteria,DSB-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 Cilrue Heights,CA 95610 _ Job Truss Truss Type Qty Ply POLYGON , R55803518 PL18-349_UPPER F05 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:48 2018 Page 1 ID:5eV?tdjYilz0X2xysiFDVpzsmUO-zoxCjwHSPcF8eTo03Fr4Vm8pH2 WOd6D LI6hB4UyU9H L I 1-8-8 I 2-6-0 Scale=1:24.9 3x4 I I 4x10 = 1.5x3 II 3x4= 1.5x3 II 4x8 = 3x4 II 1 12 2 13 14 3 15 4 16 5 17 6 18 19 7 o a e e o °H� - 1�Y� 10 9 4x7= 4x12 = 4x8= 4x8= I _ 14-11-8 I 14-11-8 Plate Offsets(X,Y)— I1:Edge,0-1-81.IS:Edoe.0-1-81.111:Edae,0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.09 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(TL) -0.14 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code IBC2012/iP12007 Matrix-R 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 puffins, BOT CHORD 2x4 DF No.i&Btr(flat) except end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Iblsize) 11=984/05-8,8=1040/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2030/0,3-4=-2030/0,4-5=-2173/0,5-6=-2173/0 BOT CHORD 10-11=0/1061,9-10=0/2360,8-9=0/1512 WEBS 6-8=1754/0,6-9=0/771,5-9=257/0,4-10=-385/0,3-10=-360/0,2-10=0/1131,2.11=-1386/0 NOTES- 1)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-led(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 devlce(s)shall be provided sufficient to support concentrated load(s)152 lb down at 3-0-0,152 lb down at 13-2-8,121 lb down at 0-8-13,112 Ib down at 3-11-3,112 lb down at 5-6-6,112 lb down at 7-1-9,112 lb down at 8-8-12, 112 lb down at 10-3-15,and 112 lb down at 11-11-2,and 117 lb down at 13-6-5 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 ��ED PROpt Uniform Loads(plf) < GI NE 10 Vert:8-11=-5,1-7=-50 �CD N F p Concentrated Loads(Ib) ,,? �' 9 29 Vert:6=112(F)4=-112(F)12=121(F)13=152(F)14=-112(F)15=112(F)16=112(F)17=-112(F)18=152(F)19=117(F) 87022PE y AT OREGO tiN 1\ � �M1 4 �O 8EA1 OS A. HEk EXPIRES: 06/30/2019 October 12,2018 __ A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIr-7473 rev.10/03/2015 BEFORE USE. �t 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 buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI i{ e k' is always required for sherry 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 ANSV Quality Criteria,DSB489 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street.Sake 312,Alexandria,VAA 22314. Suite 109 Citrus Heights,CA 95610 Jot; Truss Truss Type Qty Ply POLYGON R55803519 PL18-349_UPPER F06 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton.Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc Fri Oct 12 12:38:50 2018 Page 1 ID:5eV?tdjYilzUX2xysiFDVpzsmUO-vJ 3y8cJixDVstnyPBgtYaBDHpsFL54de1QAl8 NyU9HJ I 1-8-8 I 2-6-0 I Scale=1:24.9 3x4 II 3x5= 1.54 II 3x4= 1.5x3 II 3x4 = 3x4 I I 1 2 3 4 5 6 7 s e e s e e e . 10 9 3x6 = 3x6= 3x6= 3x6 = I 14-11.8 I 14-11-8 Plate Offsets(X,Y)— f1:Edge,0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loci Udell Lid PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(LL) -0.06 8-9 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R IWeight: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, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=404/0-5-8,8=404/0-5-8 Max Uplift 11=-125(LC 6),8=-125(LC 7) Max Gray 11=486(LC 3),8=486(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=938/172,3-4=-938/172,4-5=-997/156,5-6=-997/156,6-7-351/351 BOT CHORD 10-11=261/609,9-10=151/1054,8-9=-233/731 WEBS 6-8-855/280,8-9-310/611,4-9=-413/394,4-10=-438/375,2-10=-296/883, 2-11=700/214 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=125,8=125. 3)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 14-11-8 for 133.7 plf. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. accD P R O Strong backs to be attached to walls at their outer ends or restrained by other means. ` F� Gs. LNG{NEF�`s/02 87022PE 9� yN N �Aj, OREG N tip0� 90 ��BER , �`S �A. HECk EXPIRES: 06/30/2019 October 12,2018 A WARNING-Verify design peremefera end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit 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 building design. Bracing indicated is to prevent budding 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 ANSIRPll Quality Criteria,DSB.89 and BCSI Balding 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 • R55803520 PL18-349_UPPER F07 Floor 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:50 2018 Page 1 ID:5eV7tdjYilz0X2xysiFDVpzsmUO-vJ3y8 W ixDVslnyPBgtYaBDHAsHN581 e1QA18NyU9HJ 0-11-4 2-6-0 1 1.5x3 I I 2 3x4 = 31.5x3 II Scale=1:11.1 III gl ill II II 1 WM 5 n qq-- 3x4= 3x4 d11 3-8-4 I 3-6-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) 0.00 5 "1' 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL) -0.02 4-5 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.04 H02(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012iTP12007 Matrix-P Weight:20 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Blr(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except 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. '' 87022PE Sr- rN y 1'oj, OREG N 44 O�ti �On AMBER 1� S A- HE5k EXPIRES: 06/30/2019 October 12,2018 A WARNING-Verify deals.,parameters and READ NOTES ON THIS AND INCLUDED MI TEN REFERENCE PAGE MIt-7473 rev.10/93R815 BEFORE USE. 1' Design valid for use only with MITekO 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 MiTe 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 ANSIRPI1 Quality Criteria,DSB419 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Suite 109 Citrus Heights,CA 95610 Job - Truss Truss Type Qty Ply POLYGON R55803521 PL18-349_UPPER F08 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co.. Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:53 2018 Page 1 ID:5eV7tdjYilz0X2xysiF DVpzsmUO-Jul5meLbD8uQkEh_soRFCpmt3JFl Vd4RNPyliyU9HG 2-6-0 0-11-12 I 0-6-12 dal= 1 1.5x3 II 2 3x4= 3 3x4 II 4 Scale=1.11 1 J 7 51.54 II 3x4 = o-a 3-7-4 _ 8-2_1 3-7-4 1- 0-8-4 0-1-8 Plate Offsets(X.Y)— [4:0-1-8,Edge] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) 0.00 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 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 IBC20121TP12007 Matrix-P 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, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 OF 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 PR Uniform Loads(plf) c1/40) Op Concent Me d 5-7 Loads(Ib)^80 NGI NEF `<S> Vert:4=-125(F) 87022PE 9f' -y � OREGON cL O�ti 'AO cMBER 11 ma`s A. _ ; EXPIRES:06/30/2019 October 12,2018 WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE 8g1-7473 rev.10.93l2018 BEFORE USE. Design valid for use only with Wake 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 assign.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 blowing of trusses and truss systems,see ANSI/TOM Quality Criteria,0S8-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Tess Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Helphta CA 99810 Job Truss Truss Type Oty Ply POLYGON I ' R55803522 PL18-349_UPPER F09 Floor 15 1 Job Reference(optional) Pad6c Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:53 2018 Page 1 I D:5eV?tdjYiIz0X2xysiFDVpzsmUO-Ju15meLbD8uQkEh_soRFCpmy3JWIW4RNPyliyU9HG 280 0-5-12 I 0-6-12 4z4 = 1 1.5x3 II 2 4x4= 3 3x4 II q Scale=1:11.1 Til < \ 41* 1.Sx3 II 7 5 3x4= 4r4 3-1-4 3r2-12 I 4-0-8 3-1-4 1- 0-8-4 0-1-8 Plate Offsets(X,Y)- 14:0-1-8,Edael LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/de0 lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) 0.00 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 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-P Weight:27 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.t&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 OF Slud/Std(tlat) 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. Strong backs 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 Vert:5-71—8,1-4=80 '<0 P R()Fe Concentrated Loads(Ib) ��� �NC'1 NFF'7 /229 Vert:4=125(F) 870 2PE c- yN A ni °%oj, OREGO R� ,...4./90 �MBER11 OS A. HE.?` EXPIRES:06/30/2019 October 12,2018 -- A WARNING.Verify design parameter and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10A7i2015 BEFORE USE. �t 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 building design.Bracing indicated is m prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing Milia k- is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-69 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 R55803523 PL18-349_UPPER F10 Floor 8 1 Job Reference(optional) Padfic Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:54 2018 Page 1 I D:5eV?tdjYilz0X2xysiFDVpzsmUO-n5JT_M D_SOHMOGAQVyUk00y7Tfd 1 yu Dg18W H8yU9HF 0-5-4 2-6-0 1 1.5x3 II 2 4x4 = 3 1.5x3 I IScale=1:11.2 2 7 5 q -4gx4 = 3x4 = -1 3-24 I 14 3-0-12 Plate Offsets(X.Y)— 15:Edoe,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) 0.00 5 f11 480 MT20 220/195 TCDL 10.0 Lumber DOL 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-P 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 puffins, BOT CHORD 2x4 DF No.1&Blr(flat) except end verticals. WEBS 2x4 OF 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. ��"CoPROp , ��Co tNGINEF9 S/0 2 44 87022P of 9 AAA OR CON OWN '9c' cc,�BER �1 OS A. HEp. EXPIRES:06/30/2019 October 12,2018 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MN•7473 rev.10/03/2015 BEFORE USE. Mil 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 verily the applicabiy of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual boss 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,DSe-a9 and DCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Initiate,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qly Ply POLYGON ' R55803524 PL18-349_UPPER F11 Floor 33 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:55 2018 Page 1 ID:5eV?tdYi Iz0X2xysiFDVpzsmU O-F T199 JN d188zYrN_DTIH Ew7jtx4mKANvhu3gayU9HE 1-11-4 2-6-0 Scale=1:25.4 1.5Y3 11 4x8= 1.5x3 II 3x4 = 1.5x3 II 34= 1.5x3 II 1 2 3 4 5 6 7 L.z' e d/ .ems le 1i 10 ® 9 8k 3x5 = 4x8= 3x8= 3x5 = 011 8 14-11-4 1 0-1-6 14-9-12 LOADING (psi) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defi L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.06 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(TL) -0.10 8-9 >999 360 BOLL 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-R 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, BOT CHORD 2x4 DF No.1&Btr(flat) except 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. #a ) PPOFFss ��c;5 �tJGINEE'7 /ci9 87022PE c- 71j, OREGON rL�O� 9On AMBER 1\ S A. HE?' EXPIRES: 06/30/2019 October 12,2018 .... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.1010312015 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 applicabity 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 MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVrPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Suite 109 Citrus Heights.CA 95610 • Job Truss Truss Type Qty Ply POLYGON R55803525 PL1B-349_UPPER F12 Floor 24 1 Job Reference(optional) Pacific Lumber&Truss Co. Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:56 2018 Page 1 ID:5eV?tdjYilz0X2xysi F DVpzsmUO-kTODPfNT W3G?bi PZXwypRTIcGJzVoY W7LdcM 1 yU9HD 0-10-0 2.6-0 Scale=1:19.2 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 I I 14 = 2 3 4 5 e ee X 10�( 9 By 7 4x5= 3x5 = 1.5x3 I I 3x4 = I 11-4-0 I 11-4-0 Plate Offsets(X,Y)— f1:Edoe.0-1-81 LOADING (psf) SPACING- 1-7-3 i, CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TO 0.18 Vert(LL) -0.02 8 >999 480 MT20 220/195 TOOL 10.0 Lumber DOL 1.00 BC 0.19 Vert(TL) -0.07 7-8 >999 360 BOLL 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-R 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, BOT CHORD 2x4 DF No.1&51r(flat) except end verticals. WEBS 2x4 OF 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=309/0,3-0=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=567/0,1-9=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. Strong backs to be attached to walls at their outer ends or restrained by other means. ���,0) PROFe- ��5 NGtNEF'V s/D�� 87022PE r 9 N N �36 OREGON ti� <v� 9O -BER \� �O �`S A. HE.C1/4 ‘4P EXPIRES:06/30/2019 October 12,2018 AWARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AM-7473 rev.10/0S2015 BEFORE USE. ivill. Design valid for use only with MWTek®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 parameter 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 NITek is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality 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. Sale 109 I Citrus Heights,CA 95610 Job Truss Truss Type (Ay Ply POLYGON - '' R55803526 PL18349_UPPER F13 FLOOR GIRDER 3 1 Job Reference(ootionall Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:57 2018 Page 1 ID:5eV7Idffilz0X2xysiFDVpzsmUO-Cg_bc705HNOsDr 15eVBMRTZgZ_E5agM?NAuTyU9HC 1-2-12 1-10-0 1 I 1-8-8 I Scale=1:24.8 3x4 II 6x12 = 3x4 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 4x8 = 3x4 I I 1 2 3 4 5 6 7 8 9 o p e e c ® e e o e • o e • C�>^ 13 12 11 Jp� 5x8 = 6x16= 3x5 = 4x10 = 4x6 = I 14-11-4 14-11-4 Plate Offsets(X,Y)— 11:Edge,0-1-8),110:Edge,0-1-81.114:Edge,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.08 12 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.46 Vert(TL) -0.13 12-13 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R 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, ROT CHORD 2x4 OF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 ac 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=2458/0,4-5=-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 8-10-1222/0,8-11=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 cc 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) Concentrated Loads(lb')1 s—fio ' '" PRpF�-Ss Vert:3=-625(F) 4t.:" ttJGINE? /02 87022PE 91' y �Aj, OREGO �o 1N 9Or,AMBER t� �O S A A. HeckrNY- EXPIRES: 06/30/2019 October 12,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 ray.1010312015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is loran 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 ANSVTPt1 quality Criteria,058-119 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 Oty Ply POLYGON R55803527 PL18-349_UPPER F14 FLOOR GIRDER 3 1 Job Reference(optional) Pacific Lumber&Truss Co.. Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:58 2018 Page 1 ID:5eV?tdjYilz0X2xysiFDVpzsmUO-gsY_gLPj2g Wtq?ZxfL1 OvsYb64xbzewpbf6jOvyU9H B 1-8-4 2-6-0 Scale=1:24.8 3x4 I I 438= 1.5x3 II 3x4 = 1.5x3 II 4x8 = 3x4 II 1 12 2 13 14 3 15 4 16 5 17 6 18 7 a a izzizz a ® a W a- a e 10 9 e 4x6 = 4x10= 4x8= 4x6= 14-11-4 I 14-11-4 Plate Offsets(X,Y)— I1:Edge,0-1-81.f8:Edge,0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.07 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(LL) -0.12 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:74 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flet) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(ftat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=873/0-5-8,8=833/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1758/0,3-4=-1758/0,4-5=-1867/0,5-6=-1867/0 BOT CHORD 10-11=0/921,9-10=0/2041,8-9=0/1245 WEBS 6-8=1444/0,6-9=0/726,4-10=-331/0,3-10=-308/0,2-10=0/977,2-11=-1209/0 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-D,100 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 CASES) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 RED PR OFFS Uniform Loads(pIf) '<C. s Vert:8-11=-5,1-7=-S0 `4c�5 ��`1Gi NE�'7 /Q29 Concentrated Loads(Ib) Vert:6=-89(B)4=-89(B)12=-100(B)13=-95(B)14=-129(F)15=-89(8)16=-89(B)17=-89(B)18=-129(F) 870 2PE f` yN�Aj OREGO R <u� �O FM8ER1, \,o CN: EXPIRES: 06/30/2019 October 12,2018 a.e. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10N3/2015 BEFORE USE. Design valid for use oNy 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 mud verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml l;�'ak_ 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 ANSIITPI7 Quality Criteria,D5B-89 and BCSI 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 R55803528 PL18-349_UPPER F15 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:59 2018 Page 1 ID:5eV?tdjYIIz0X2xysIFDVpzsmUO-826M1 hQLp_eaS988D3YfR45psUK9iAlypJsGzLyU9HA 1-5-12 I 2-6-0 Scale=1:17.1 1.5x3 II 3x4 = 1.54 II 3x4 = 1.5x3 I 1 2 3 4 5 R 8 7 y 3x5 = /\ 3x4= 3x4 = 071 9-4-4 0-1 A 9-2-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (bc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.01 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.15 Vert(TL) -0.07 6-7 >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC2012TrPl2007 Matrix-R Weight:46 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&16tr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/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=-639/0,34=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. ���EO PR OFFSS �G... NGVNEFR i�29 870 2PE r- • 5 ��o OREGO / vs. Zvi 790 �6M4,1, 1 `t�O OS A. HE'i; EXPIRES: 06/30/2019 October 12,2018 A WARNING-Verily design parameter and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PACE Ma-7473 rev.10Po3l2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an IndMdual 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 Wok' 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 ANSUiP11 Quality Criteria,DSB-99 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 R55803529 PL18-349_UPPER F16 FLOOR 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8,130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:39:01 2018 Page 1 ID:5eV?td(Yilz0X2xysiFDVpzsmUO-4RE6SNRcLbulhTl WKTa7WVA9CH_TA1 gFHdLN1 EyU9H8 1.11-8 1 2-6-0 1 Scale=1:25.4 1.5x3 II 4x8 = 1.5x2J 11 3x4= 1.5x3 11 3x6= 1.5x3 11 1 2 3 4 5 e 7 e e qq R • \o o o e 11 10 9 B 3x5 = 4x8 = 3x6= 3x5 = 411-0 —1 14-11A LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (Mc) I/dell Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.06 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(TL) -0.10 8-9 >999 360 BOLL 0.0 Rep Stress nor YES WB 0.37 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:71 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 OF Slud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=652/0-1-8,11�52/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1376/0,3-4=-1376/0,4-5=-1455/0,5-6=-1455/0 BOT CHORD 10-11=0/756,9-10=0/1588,8-9=0/920 WEBS 6-8=1074/0,6-9=0/624,2-10=0/723,2-11=-951/0 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. � o PROFFS ��G �NGINEF•7 sip'-_ 870 2PE c- cr) CV y <-0j, OR EGO q° /4 9O AMBER \1 .O OS A. HECk EXPIRES: 06/30/2019 October 12,2018 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE h111-7473 rev.10/03/2015 BEFORE USE. Mt 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 buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MTelc' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing at trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Balding Component 7777 Greenback Lane safety Information available from Truss Plate Institute,218 N.Lee Street.Sate 312,Alexandria.VA 22314. Suite 109 Citrus HelgMs,CA 95610 Symbols Numbering System ' A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' 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. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. 114k Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See SCSI. O-;1fi 2. Truss bracing must be designed by an engineer.For N wide truss spacing,individual lateral braces themselves p may require bracing,or alternative Tor I O O bracing should be considered. 3. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. 2 U A 2 O dU 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate G7.8 cat cos designer,erection supervisor,property owner and plates 0- 'r,e 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 NUMBERSILETTERS.or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at lime of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: 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 ��� Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specked. bytext in the bracingsection 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 relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING g or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. 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. ■MEW reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. Mu 18.Use of green or treated lumber may pose unacceptable 06=64 environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. a ae isnot sufficient BCSI: Building Component Safety Information, M l i l( 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANS/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet MII-7473 rev.10/03/2015