The URL can be used to link to this page

Plans (2) t P F(,� I V F i MST2019-00323-14255 SW 168TH AVE-LOT 67 No S MST2019-00324-14271 SW 168TH AVE-LOT 68 F EB 0 7 2019 MST2019-00325-14279 SW 168TH AVE-LOT 69 MST2019-00326-14293 SW 168TH AVE-LOT 70 M�� Ll I Y OF l IC kiRD MST2019-00327-14297 SW 168TH 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. %01 t;Foss/0 87022PE 9r yN ti �A), OREGON qc 2U 0 FMBER \\ OS A. HeV1/4 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 not 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 ON Ply POLYGON a I R55803514 PL18-349_UPPER F01 Floor 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:44 2018 Page 1 ID:SeV?idjYilzOX2xysiFDVpzsmUO<9ihtZExLNIi9sVFgPnBKwzF82CahOWW UU9yU9HP 1-9-12 2-6.0 Scale=1:17.7 1,5X3 II 3x4 = 1.513 II 3x4 = 1.5x3 II 1 2 3 4 5 R 8 7 e / \ 3x5 = 3x4= 3x4 = 0/118 9-8-4 I 0-1 9-6-12 LOADING (pet) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Lid 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 Incr YES WB 0.17 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:47 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.18Btr(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) 6=420/0-4-0,8=420/0-4-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-688/0,3-0=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. vEO PROFE. 'tE S jO; ... 9 ?y� '� N 187022PE ti y0 xOJ OREGON ct 4/ 9 or, .0O S A. Heck EXPIRES:06/30/2019 October 12,2018 A WARNING-V deal n parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII- it Verify g P 70a bu component, BEFOREotUSE. ��' a Design valid foruse o ly with iteldi connectors.designer This design is basedp only upon parametersnparameters shown,andis for pra tbuildingde noNo the not a truss system.Before use,the building designer must verily the apDlicabiliry of design and properly incorporate this design into the overall ;� building design. Bracing indicated is to prevent buckling of individual Puss web and/or chord members only.Additional temporary and permanent bracing M7ek- isalways required far stabilgy and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery.erection and bracing of busses and truss systems,see ANSIITP11 Quality Criterla,DSB-89 and BOSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Sage 312,Alexandria,VA 22314. Suite 109 .._.. Carus Heights,CA 35810 Job Truss Truss Type Qty Ply POLYGON R55803515 PL18-349_UPPER IF02 Floor ,12 1 i 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 IO:5eV?tdjYilz0X2xysiFDVpzsmUO-YMG35vFZ6htZn?4S061Nt7 WQIrWEQnxvb8TXT9yU9H0 O-90 I 2-6-0 Scale=1:23.4 1.5x3 II 4x8 = 1.5x3 II 3x4= 1.5x3 II 3x5 = 1.5x3 II 1 2 3 4 5 6 7 ILI i = — e X 11 10 9 I 4x4 = 4x8 = 3xS= 3x5= 01118 13-94 I 0-1-8 13-7-12 Plate Offsets(X,Y1— [11:Edge,D-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) 1/defi lid 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 BOLL 0.0 Rep Stress liter YES WB 0.42 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:67 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(Bat) 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=600/0-1-B,11=600/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1028/0,34=1028/0,4-5=1282/0,5-6=-1282/0 BOT CHORD 10-11=0/323,9-10=0/1326,8-9=0/834 WEBS 6-8=973/0,6-9=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. �``�ED PROFe615, & �NGINEFR ��i'44( 9 870 2PE CV y �Aj, OREGO ti: �� 90��ABEHE��Q� EXPIRES: 06/30/2019 October 12,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. lilt Design valid for use only with Mures®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 colapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSllTP11 Quality Criteria,DSB-59 and SCSI Building Component 7777 Greenback Lane Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R55803516 PL18-349_UPPER F03 ,Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:46 2018 Page 1 I D:5eV?tdjYilz0X2xyslF DVpzsmUO-OYgRIEGCt_?QO9feygpcP L2b_Esu9F42goC4?cyU9HN 2-1-4 2-6-0 Scala=1:25.6 1.5x3 I I 4x8 = 1.5x3 I I 3x4 = 1.54 I I 3x8= 1.5x3 I I vw7 W 8E 3x5 = 4x8= 3x8 = 3x5 = 01118 15-1-4 1 0-1-8 14-11-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (bc) I/dell 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 0.30 Vert(TL) -0.10 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:71 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.i&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, ROT CHORD 2x4 DF No.1&13tr(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=659/0-1-8,11=659/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1418/0,3-4=1418/0,4-5=-1476/0,5-6=1476/0 BOT CHORD 10-11=0/811,9-10=0/1620,8-9=0/931 WEBS 6-8=1086/0,6-9=3/636,2-10=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<c,P5D P R OFFS C4u *NGINEFR `Sj029 87022PE r ytP N SAT OREGON 2? O�ti 9O FMBER �1 OS A• HECk EXPIRES: 06/30/2019 October 12,2018 1 A WARNING•Verify design parameters and READ NOTES ON TIES AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.l0r0S,2015 BEFORE USE ll 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 andlor chord members only.Additional temporary and permanent bracing MTek' 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 ANS6TPI1 Quality Criteria,DSB-99 and BCSI Balding Component 7777 Greenback Lane Safety Information available front Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Suite 109 Citrus Heights,GA 95610 Job Truss Truss Type Cry 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 (W ID:5eV7tdjYilz0X2xysIFDVpzsmUO-UkOpWaHge17HOJDgWXKryYbmqeDuuh9B3SyeY2y1J9HM 2� Scale 1:22.6 5x8= 1.5x3 II 1,5x3 II 3x4 = 1.5x3 II 3x5 = 1.5x3 II 1 2 3 4 5 6 7 e X 11 10 8 8 5x5 = 4x8= 3x6 = 3x4 =- 01118 13-4-0 0-1-8 13-2-8 1 Plate Offsets(X,Y)— 111:Edge,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft 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/TPI2007 Matrix-R Weight:65 lb FT=0%F,50a/oE 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 DF Stud/Std(ftat) 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=0/486,4-10=-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. ��:N.A° P ROFes GI NEFR 6%, 444 cc jjz._ 7 87O22PE r N y SAT OREG N cp 44 �O E48ER \\ �O �s A. Hrcp'�P EXPIRES: 06/30/2019 October 12,2018 WARNING-Way design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE ME-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mrrek®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 busses and truss systems,see ANSIRPI7 Quality Criteria,OS829 and BCSI Building Component 7777 Greenback Lane Safety Intonation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 108 Citrus Heights,CA 95610 Job Truss Truss Type Oty (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 I D:5eV?tdjYilz0X2xysiF DVpzsmUO-zxxCIwH SPcF8eTo03Fr4Vm8pH2WOd6DL16hB4UyU9HL 1-8-8 ( 2-6-0 Scale=1'.24.9 3x4 II 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 • e • e a 4. 10 g CO= 4x12 = 4)6= 4x6 = I 14-11-8 1 14-11-8 Plate Offsets(X,Y)— 11:Edge,0-1-81,f6:Edae,0-1-81.111:Edge,0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (roc) Ildefi L/d 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!nor NO WB 0.57 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:75 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(fat) 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=984/0-5-8,8=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 3-10d(0.131"X 3")nails. Strong backs 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 13-2-8,121 lb down at 0-8-13,112 lb 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)DDeadrm floor Live l(balanced):Lumberincrease=1.00,Plate Increase=1.00 �k��E GPtROpeS'cSj (p Vert:8-11=-5,1-7=-50 �G �N F,Q Opp Concentrated Loads(Ib) 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) Q 87022 P E N -y �Aj, OREGO 20 144 9C AMBER 11 �O ma`s A. HE 's EXPIRES: 06/30/2019 October 12,2018 AWARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111 Design valid for use only with MRekiS 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 incorporale 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 le k" is always required for stability and to prevent colapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPl1 Quality Criteria,1365-59 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 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?tdjYiIz0X2xysiFDVpzsmUO-vJ3y8cJixOVstnyPBgtYaBDHpsFL54deIQA18NyU9HJ 1-3-8 2-6-0 Scale=1:24.9 3x4 II 3x5= 1.5x3 II 3x4= 1.5x3 I I 3x4= 3x4 I I 1 2 3 4 5 6 7 o ° o e > 0 9 3x6 = 3x6= 3.4= 3x6= I 14-11-8 I 14-11-8 Plate Offsets(X,Y1- t1:Edoe.0-1-81 LOADING (psi) SPACING- 1-D-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(a) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.20 Veri(TL) -0.06 8-9 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.26 Horz(TL) 0.01 5 r1/a rJa BCDL 5.0 Code IBC2012/TP12007 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 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 cc bracing. REACTIONS. (lb/size) 11=40410-5-8,8=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 farces 250(Ib)or less except when shown. TOP CHORD 2-3=-938/172,3-4=-938/172.4-5=-997/156,55=997/156,6-7-351/351 BOT CHORD 10-11=261/609,9-10=151/1054,8-9=-233/731 WEBS 6-8=-855/280,6-9=-310/611,4-9=-413/394,4-10=-438/375,2-10=-296/683, 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 pH. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. _O PROF-E. <<- S � s /0G �. 9 2� 9c-� 87022PE y �qj, OREG N re itI4)y9 FOOMgER \1 SA- Hes', EXPIRES: 06/30/2019 October 12,2018 MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��- a truss system.Sabre use,the building designer must very the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k- Is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses and truss systems,see ANSIITPII Quality Criteria,DSB29 and BCSI Building Component 7777 Greenback Lane Safely Information available front Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type City PlyPOLYGON ' 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:5eV?tdjYilz0X2xysiFDVpzsmUO-tJ3y8cJixDVslnyPBgtYaBDHAsHN581 elQAI8NyU9HJ 0-11-4 I 23-0 I 1 1.5x3 II 2 3x4 = 31.54 I) Scale=1:11.1 II II II NMI 1111 NM PIEN 5 IA 3x4= 3x4 = Q-11 3-8-4 I 3-6-12 LOADING (psi) SPACING- 1-7-3 CSI. DEFL. in (roc) Vdef Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) 0.00 5 **** 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 Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC20121TP12007 Matrix-P Weight:20 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(tlat) TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, BOT CHORD 2x4 DE 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. �FR�D P R OFFS C1/4��5 .NGIN4r7 cS,02-9 87022PE c tN Cy' CA), OREG N r1 ,4� qO �MBERN� �O EXPIRES:06/30/2019 October 12,2018 1 a WARNING-Verily design parameters and READ NOTES ON Ms AND INCLUDED MITER REFERENCE PAGE M0-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and Is for an individual building component,notNI a truss system.Before use,the budding 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 choral members only.Additional temporary and permanent bracing MiTek- is always required for stability and to prevent colapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bradng of trusses and truss systems,see ANSUTPIl Quality Criteria,DSB49 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 City Ply POLYGON R55803521 PL18-349_UPPER F08 Floor 12 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:53 2018 Page 1 ID:5eV?1djYilz0X2xysiFDVpzsmUO-Ju15meLbD8uQkEh_soRFCpmt3JFl Vd4RN PyliyU9HG 2F.0 0-11-12 0-6-12 eel= 1 1.5x3 II 2 3x4= 3 3x4 II 4 Scale=1:11.1 J — t t / — 7 5 1.5x3 II 3x4 = 3-74 tea di-tl 0-8-4 0-1-8 Plate Offsets(X,Y)— f4:0-1-8.Edoel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl 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 Incr NO WB 0.05 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012iTPI2007 Matrix-P Weight:28 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 OF No.18B11r(flat) TOP CHORD Structural wood sheathing directly applied or4-6-8 oc purlins, BOT CHORD 2x4 DF No.18Btr(flat) except 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 UnNonn Loads Vert:5-7�8,1-4=80 '<C PROFF6,s Concentrated Loads(Ib) �co �.AGIN�FR /O Vert:4=125(F) ,� 87022PE 9r yN >" �Aj, OREGON r�0 �N 90, AMBER A- �O �`S A. HERN4P EXPIRES:06/30/2019 October 12,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI/-7473 rev.10103/2015 BEFORE USE Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an Individual building component,not in 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 colapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUrPl1 quality Criteria,DSB-B9 and BCSI Building Component 7777 Greenback Lane Safety Information available from Miss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Oty Ply POLYGON R55803522 PL18-349 UPPER F09 Floor 15 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. FD Oct 12 12:38:53 2018 Page 1 ID:5eV?tdjYiIz0X2xysiFDVpzsmUOJul5meLbD8uQkEh_soRFCpmy3JV IVY4RNPyliyU9HG 2-6-0 0-5-12 I 0-6-12 4x41= 1 1.5x3 II 2 4x4= 3 3x4 II 4 Scale=1:11.1 \ /,___ S5 15x3 II 3x4= 4/p44 I 3-1-4 0.212 I 4A-8 I 3-1-41 08-4 0-1-8 Plate Offsets(X,Y)— f4:0-1-8,Edoel - LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdef 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(LL) -0.01 6-7 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.06 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-P Weight:27 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DE No.1&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 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. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)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 responslbiliy of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads Vert:5-7=8,1-4=-80 <F-- G NE PROFF6:51 Concentrated Loads(lb) Co��\ . ... FR 029 Vert:4=125(F) 870 2PE r yN N �4), OREGO (1, 0� 90 AMBER "`1 Or, A. HEp`‘4:1?, EXPIRES: 06/30/2019 October 12,2018 A WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7477 rev.10,a3/2015 BEFORE USE. tut Design valid for use only with MTek®connectors.This design is based only upon parameters Shown,and is for an Individual building component,not 1 a truss system.Before use,the building designer must verify the appicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Miele' 1 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 ANSITPII Quality Criteria,DSB49 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 'Py POLYGON R55803523 PL18-349_UPPER F10 Floor 6 1 •Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:54 2018 Page 1 I D:5eV?tdjYllz0X2xysiFDVpzsmU 0-n5JT_MD_SOHMOGAOVyUk00y7Tfd t yu Dg18 W H8yU9HF I 0-5.4 2-6-0 11.5x3 II 2 4x4 = 31.54 II Scale=1:11.2 J 7 5 rill 4x4 = 3x4 = 3-2-4 3-0-12 Plate Offsets(X,Y)— 15:Edge,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) pdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) 0.00 5 "•` 480 MT2O 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!nor YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:18 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF Nc.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 OF Stud/Std(Ilat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/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. \ EO P R OFFS G• NGINfiF91�/p2 87022P 9r e N - t1N-aj, OR GON (9 ;; 130 �4/gER .\\ �O O5 A- HE ' EXPIRES:06/30/2019 October 12,2018 NI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AW.7473 rev.10/63/2015 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 esign 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 alabibry and to prevent collapse with possible personal injury and property damage.Far general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.see ANSPTPI1 Quality Criteria,D9B-59 and seal Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,219 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qy 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?tdjYilz0X2xysiFDVpzsmUO-FHtrBJNr1188zYrN_DTjHEw7jtx4mKANvhu3gayU9HE 1-11-4 2-6-0 Scale=1:25.4 1.5x3 II 438= 1.533 II 3x4 = 1.5x3 II 336= 1.5x3 I I 1 2 3 4 5 6 7 R i z e b 11 10 e 9 8 335 = 438= 338= 3x5 = 01118 14-11-4 I 0-1-8 8 14-9-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (bc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TO 0.18 Veri(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 BCLL 0.0 Rep Stress Ina YES WB 0.37 Horz(TL) 0.02 8 rt/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 OF 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. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)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. ��Ep P R OFFS, ��c:3, �NC,1 NEFR si�.0. 87022PE -51 '5, OREGONcl, Oiv net A. HE % EXPIRES: 06/30/2019 October 12,2018 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PACE MII-7473 rev.10/03/2015 BEFORE USE. 01 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 buckling of individual truss web and/or chord members ony.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 ANSITTPI1 Quality Criteria,DSB-99 and BCSt 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 Truss Type Oty Ply POLYGON R55803525 PL18349 UPPER F12 Floor 24 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MTek Industries,Inc. Fri Oct 12 12:38:56 2018 Page 1 ID:5eV?tdjYilz0X2xysiFDVpzsmUO-kTQDPfNTW3G?biPZXwypRTlcGJzVoYW7LdcM1 yU9HD 0-10-0 I 2-8-0 I Scale=1:19.2 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 I I 1 4x4= 2 3 4 5 6 A 0 q W 1g 9 8 7 495= 395 = 1.593 II 3x4 I 11-4-0 I 11-4-0 Plate Offsets(X,Y1— f1:Ediie,0-1-81 LOADING (psf) SPACING- 1-7-3 CST. DEFL. in (Ioc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.02 8 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(TL) -0.07 7-8 >999 360 BCLL 0.0 Rep Stress!nor 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&Btr(flat) except end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-D 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=-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. Strongbacks to be attached to walls at their outer ends or restrained by other means. < b PROpe c.;..o NGi NE�c9 /0yq 87022PE r N � A,y 1-oj, OREGON R:,41. 'A crtijBER �1 O`s A, HE��P 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. 1 Design valid for use only with MiTek®connectors,This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the balding 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 lcr stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of'Musses and Truss systems.see ANSVTPI1 Quality Criteria,DSB-59 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 Oty Ply POLYGON - R55803526 PL1B-349_UPPER F13 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 12:38:57 2018 Page 1 ID:5eV7tdjYiIz0X2xysiFDVpzsmUO-Cg_bc?05HNOsDr I5eVBMt7TZg2_E5agM?NAuTyU9HC i 1-2-12 r 1-10-0 I I 141- Scale=1:24.8 3x4 II 6x12 = 3x4 II 3x4 = 1.5x3 II 3x4 = 1.5x3 II 4x8 = 3x4 II 1 2 3 4 5 6 7 e 9 a e a a W 13 12 11 5x8 = ex18 = 3x5 = 4x10 = 4x6 = I 14-11-4 14-11-4 Plate Offsets(X.Y)— f1:Edge,0-1-81.110:Edge,O-1-81,114:Edoe,0-1-8) LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in floc) 1/defl Ud 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) -0.1312-13 >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/TPI2007 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, 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) 14=1285/0-5-8,10=832/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)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 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) VerL 10-14=-8,1-9=80 ated ConcentrVert:3�825(F) ��C.J��GI F9 s/O2 Q 87022PE �r- N y 1Aj, OREGO ryo 1� 9O AMBER ,va, �o ma`s A. HE��P 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. III" 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 buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'is always regained 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,DSB89 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 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:5eV7tdjYilz0X2xysiFDVpzsmUO.geY_gLPj2g 1g7ZxfL1QvsYb64xbzewpbt6jQvyU9HB I 143-4 2-6-0 Scale=1:24.8 3x4 II 4x8= 1.5x3 I I 3x4 = 1.54 I I 4x8 = 3x4 I I 1 12 2 13 14 3 15 4 18 5 17 6 18 7 ea 9 s a � o a 0 e g e . 4x6 = 4x10= 4x8= 4x6 = 14-11-4 14-11-4 Plate Offsets(X.Y)— 11:Edae,0-1-81,18:Edge,0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defi Lid 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(TL) -0.12 9-10 >999 360 BOLL 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=O%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. (Ib/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=1667/0,5-6=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 13-3-0,100 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 CASE(S) Standard 1)Deadad+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 rm Loads(plf) ��c.ROO PR 0pe UVert:8-11=-5,1-7=-50 �Co �NGI NEFR /0 Concentrated Loads(Ib) �� 1- Vert:6=89(B)4=-89(B)12=100(B)13=95(B)14=-129(F)15=-89(B)16—89(B)17—89(B)18=-129(F) 870 2PE c- i tv yN�-0j, OREGO ryo iv 90 �M8ER ° '‘'O EXPIRES: 06/30/2019 October 12,2018 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with Mlrek®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 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 property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITP11 Quality Criteria,08Bie and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plale Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Suite 109 0111115 Heights,CA 95610 Job Truss Truss Type Oty Ply POLYGON R55803528 PL18-349_UPPER F15 Floor 3 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Oct 12 12:38:59 2018 Page 1 ID:5eV71djYilz0X2xysiFDVpzsmU0-826M1 hQLp_eaS988D3YfR45psU K9iAlypJsGzLyU9HA 1-5-12 2-6-0 Scale=1:17.1 1.5x3 II 3x4 = 1.5x3 I I 3x4 = 1.5x3 II 1 2 3 4 5 e _I _ _ I e e e 8 7 3x5 = /\ 3x4= 3x4 = 011-,8 94-0 0-1-8 9-2-12 LOADING (psf) SPACING- 1-7-3 CS!. DEFL. In (roc) I/defl 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 BCLL 0.0 Rep Stress'nor YES NB 0.17 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:46 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 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=639/0,3-4=-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. Strong backs to be attached to walls at their outer ends or restrained by other means. \<_%. PROFESS V,1g ,NGINBFR /0 l 870 2PE Yc N cV y �'oj., OREGO 9, <v� 9O FMBER 1` �p On A- He?` EXPIRES: 06/30/2019 October 12,2018 a WARNING-Verfrydeafen parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.1ON3/2015 BEFORE USE. 1111 Design valid for use only with MITekda 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 or individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse wvh possible personal injury and property damage.For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.see ANSINP11 Quality Criteria,DSB-89 and 8051 Building Component 7777 Greenback Lane safety Information available from TN se Plate Insttule,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights_CA 96610 Job Truss Truss Type Oty Ply POLYGON R55803529 i 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:5eV7tdjYilz0X2xysiFDVpzsmUO-4RE6SNRcLbulhTl WETa7W VA9CH_TA1gFHdLN1 EyU9H8 1-11.8 2-6-0 Scale=1:25.4 1.5x3 I I 4u6 = 1.5x3 I I 3x4= 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 e '....../7: 0 0 \o�� s e e 11 10 9 S��J . 3x5 = 4x8 = 3x8= 3x5 = I 14-11-8 I 14-11-8 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) I/deft 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 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012JTP12007 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=652/0-1-8,11=652/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1376/0,3-4=-1376/0,45=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. <(REO P ROFFS,11' �c�g ��GI NEFR /0-2 870 2PE c CV y N�4j, OREGO 9,A�vi 90 �MEIER '�, OS A. He?` EXPIRES:06/30/2019 October 12,2018 w7 a WARNING-Verify wtdesign parameters and READ NOTES ON THIS based AND INCLUDEDDE meters REFERENCE PAGEMividua3rev.ilding 3/3015Bnt,not USE. �t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is lot 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 Ml lek- is always required for Meaty and to prevent collapse with possible personal injury and property damage. For general guidance regardkig the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI Quality Criteria,DSB-W and BCSI Building Component 7777 Greenback Lane Safety Information available front VA Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/a" on plate y I Center joint unless x, 6-4 8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property offsets are indicated. Damage or Personal Injury MEDimensions are in ft-in-sixteenths. 11%6 Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For 0-y16„ 4 O /� wide truss spacing,individual lateral braces themselves p may require bracing,or alternative Tor I p bracing should be considered. 3. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate cv-s cs� css H designer,erection supervisor,property owner and BOTTOM CHORDS all other interested parties. plates 0- 'i,d'from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber . shall not exceed 19%at time of fabrication. • PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. • The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. • the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that , Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text 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, or less,if no ceiling is installed,unless otherwise noted. BEARING established by others g others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (Supports)occur. Icons vary but m 2012 MiTek®All Rights Reserved approval of an engineer. Ilikii, reaction section indicates jointIIIIIIIIIIIIII g number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MIS® 16.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSIITPII: National Design Specification for Metal WI 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. R i is not sufficient. BCSI: Building Component Safety Information, M Te k 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