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Specifications I Job Truss 'Truss Type YP Qty 1Ply I TAYLOR MORR-MH TU-TRIPLEX(A) R75987259 25185-1 I A11 COMMON 1 6 1 I Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.630 s Nov 21 2022 MiTek Industries,Inc.Thu Apr 27 16:03:18 2023 Page 1 ID:nzrkzlDlhpsggrFkkmpjSzylly-P9z99N7PCEZGnvO_SconG2bBu7yseAKIL02J6dzM RZ7 -1-6-0; 8-3-5 16-0-3 23-9-0 31-5-13 39-2-11 47-6-0 pp9-0-0o 1-6-0' 8-3-5 7-8-13 7-8-13 7-8-13 7-8-13 8-3-5 I1-8-0I REPAIR:ADD FAU PLATFORM LEDGER FOR A 200LBS.AIR UNIT LOAD OVER 3 TRUSS. Scale=1:80.9 35LBS.POINT LOADS ADDED AT 34 AND 35 AS SHOWN. �/T', APPLY 2 X 6 X 9'-6"DF NO.2 SCAB TO ONE FACE OF 5x6= / TRUSS WITH CLUSTER OF(3)(0.131"X 3")NAILS 6 /222„, INTO EACH MEMBER SHOWN IN O. til 24 25 6.00 112 3x6% 23 26 3x6 3x6 5 3x6 1--'.- 4 .111‘111111444priiitiiiiiiiiNI44g 3x4 \\ 3x4 // 3 9 0 if I. 0 ilIllk22 35 (3) (3) 27 rt t 2 r' if, ../ 4 '.J 7AV 07,74 Ma 6 Al 15 28 29 14 30 31 13 32 33 12 3x6= 5x12= 5x12= 3x6= 4x6= 4x6= 9-9-14 _ 19-1-5 1 37-8-2 47-6-0 9-9-14 9-3-6 9-3-6 9-3-6 i 9-9-14 Plate Offsets(X,Y)-- [13:0-6-0,0-3-0],[14:0-6-0,0-3-0] TCLL OADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.39 13-14 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.95 Vert(CT) -0.64 13-14 >888 180 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.18 10 n/a n/a BCDL 10.0 Code IBC2018rrPI2014 Matrix-AS Wind(LL) 0.13 15-18 >999 240 Weight:236 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 7-13,5-14 6-13,6-14:2x4 DF No.1&Btr REACTIONS. (size) 2=0-5-8,10=0-5-8 Max Horz 2=-170(LC 19) Max Uplift 2=-190(LC 14),10=-190(LC 15) Max Gray 2=2279(LC 2),10=2279(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4216/310,3-5=-4095/359,5-6=-3151/343,6-7=-3139/341,7-9=-4096/359, 9-10=-4217/309 BOT CHORD 2-15=-348/3725,14-15=-197/3005,13-14=-39/2269,12-13=-88/3004,10-12=-178/3725 WEBS 6-13=-162/1357,7-13=-949/279,7-12=-119/947,9-12=-482/217,6-14=-166/1361, 5-14=-950/279,5-15=-120/944,3-15=-482/217 NOTES- 1)Wind:ASCE 7-16;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 3-3-0,Interior(1)3-3-0 to 23-9-0,Exterior(2R)23-9-0 to 28-6-0, Interior(1)28-6-0 to 49-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& coPROFc MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 G C 2)TCLL:na Anc d 7-16; ads a p (Lu considered Plate s=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 ��5`�NG�NEF�s��2 3)Unbalanced snow loads have been considered for this design. .T 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ,9 non-concurrent with other live loads. 89200PE 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 190 lb uplift at joint 2 and 190 lb uplift at 1�'joint 10. 0 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. OREGON (v 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum '� L sheetrock be applied directly to the bottom chord. L/0 'q y 4'20 P-r� 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s). The design/selection of such c connection device(s)is the responsibility of others. ill`R A I L- 11) 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 RENEWAL DATE: 12-31-2023 April 28,2023 l.UruLriUGU Vn pckyc L WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 Mill 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 IJob Truss I Truss Type YP 'Qty Ply I TAYLOR MORR-MH TU-TRIPLEX(A) —I R75987259 25185-1 All COMMON 6 1 I I Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.630 s Nov 21 2022 MiTek Industries,Inc.Thu Apr 27 16:03:19 2023 Page 2 ID:nzrkzl_DlhpsggrFkkmpjSzylly-uLXXMj81 zYh7P2zA0KJOpG7Me W l5Ndauagosf3zMRZ6 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1,15 Uniform Loads(plf) Vert:1-6=-64,6-11=-64,16-19=-20 Concentrated Loads(lb) Vert:34=-35(F)35=-35 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 r Job I Truss Truss Type I Qty Ply TAYLOR MORR-MH TU-TRIPLEX(A) —I R75987260 25185-1 A21 i CALIFORNIA 1 1 Pacific Lumber&Truss Co.,Beaverton,OR 97005 -- Job Reference(optional) 8.630 s Nov 21 2022 MiTek Industries,Inc. Fri Apr 28 11:03:17 2023 Page 1 I D:nzrkzl_D I hpsgq rFkkm pj Szylly-D?PocM u i8g6EAMns7Qcx0z2xAQu8twU g 2 N B I czMAsO r1-6-0 6-1-12 11-8-15 17-6-12 17-11,-11 23-9-0 i 29-5-4 29 1 -4 37-5-3 45-0-0 46-6-9 '1-6-0 6-1-12 5-7-4 5-9-13 0-4-15 5-9-5 5-8-4 0-640 7-5-15 7-6-13 '1-6-0 REPAIR:ADD FAU PLATFORM LEDGER FOR A 200LBS.AIR UNIT LOAD OVER 3 TRUSS. 35LBS.POINT LOADS ADDED AT 7 AND 41 AS SHOWN. Scale=1:83.4 ' APPLY 2 X 6 X 6'DF NO.2 SCAB TO ONE FACE OF TRUSS WITH CLUSTER OF(3)(0.131"X 3")NAILS INTO EACH MEMBER SHOWN IN (). f7 SEE NOTE 1 BELOW FOR TOP ��� CHORD SCAB ATTACMENT. 3x8= 5x8 J: 2515x: 263x64273045sX6682c4lB32223T343T:6M18 iRa 10M1836 • `�` - 12 rh 18 37 38 17 39 i6 40 15 14 13 3x4= 4x6= 5x8= 1.5x4 I I 5x8= 5x8= 5x8 M18SHS I I 8-11-5 _ 17-6-12 23-9-0 29-11-4 37-5-3 45-0-0 8-11-5 8-7-7 6-2-4 i 6-2-4 7-5-15 l 7-6-13 Plate Offsets(X,Y)-- [6.0-2-8,0-1-12],[8:0-3-15,0-2-8],[11:0-3-0,0-1-12],[13:0-3-8,Edge],[14:0-3-8,0-2-8],[15:0-4-0,0-3-0j,[17:0-4-0,0-3-0] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d II PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.37 17-18 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.96 Vert(CT) -0.56 17-18 >954 180 M18SHS 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(CT) 0.17 13 n/a n/a ' BCDL 10.0 Code IBC2018/TPI2014 Matrix-MS Wind(LL) 0.10 17 >999 240 Weight:262 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-6-9 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals,and 2-0-0 oc purlins(3-5-6 max.):6-8. WEBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 11-13,11-14:2x4 DF No.1&Btr WEBS 1 Row at midpt 5-17,7-17,7-15,10-15 OTHERS 2x4 DF No.1&Btr LBR SCAB 8-10 2x4 DF No.1&Btr one side REACTIONS. (size) 2=0-5-8,13=0-5-8 Max Horz 2=127(LC 62) Max Uplift 2=-174(LC 14),13=-158(LC 15) Max Gray 2=2509(LC 35),13=2566(LC 35) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4838/363,3-5=-4521/354,5-6=-3418/362,6-7=-2947/353,7-8=-2734/353, 8-10=-3213/334,10-11=-3608/276,11-13=-2490/283 BOT CHORD 2-18=-308/4262,17-18=-210/3635,16-17=-143/3026,15-16=-143/3026,14-15=-159/3100, 13-14=-49/289 WEBS 3-18=-540/156,5-18=-8/739,5-17=-1064/189,6-17=-86/1113,7-17=-528/163, 7-16=0/324,7-15=-791/121,8-15=-2/941,10-15=-513/161,10-14=-369/124, 11-14=-144/2869 NOTES- �'t PRQF, 1)Attached 8-8-7 scab 8 to 10,front face(s)2x4 DF No.1&Btr with 1 row(s)of 10d(0.131"x3")nails spaced 9"o.c.except:starting at GJ�. GIN sr.r/0-1-1 from end at joint 8,nail 1 row(s)at 7"o.c.for 2-0-0;starting at 5-7-12 from end at joint 8,nail 1 row(s)at 7"o.c.for 2-9-14. !N E ,n 0 2)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=25ft;Cat.II;Exp B;Enclosed; v 7 /�j� MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 3-0-0,Interior(1)3-0-0 to 17-6-12,Exterior(2R)17-6-12 to 23-9-0, K- 89200PE v Interior(1)23-9-0 to 29-11-4,Exterior(2R)29-5-4 to 35-9-10,Interior(1)35-9-10 to 46-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum considered 15 Plate DOL=1.15);5);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 - / 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs A AZ- non-concurrent with other live loads. 9G 41OREGON k� 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. /O '9 y 1 4 201a 4 8)The Fabrication Tolerance at joint 11=15% MC C5Q` 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <R R({_,- 10)*This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 174 lb uplift at joint 2 and 158 lb uplift at RENEWAL DATE: 12-31-2023 joint 13. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. April 28,2023 COng� design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. 111111 �� U 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 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 I Job Truss Truss Type Qty I Ply !TAYLOR MORR-MH TU-TRIPLEX(A) R75987260 i 25185-1 A21 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.630 s Nov 21 2022 MiTek Industries,Inc. Fri Apr 28 11:03:18 2023 Page 2 ID:nzrkzl_DlhpsggrFkkm pjSzylly-h BzApivKv8E5oW QvPgxrUD WCham7tKAdvi6kg2zMAsN NOTES- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)213 lb down and 133 lb up at 17-11-10,and 35 lb down and 5 lb up at 23-9-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-64,6-8=-64,8-9=-64,8-11=-64,11-12=-64,13-19=-20 Concentrated Loads(lb) Vert:7=-35 28=-114 41=-35 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek` 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 ' Job I Truss I Truss Type I Qty I Ply I TAYLOR MORR-MH TU-TRIPLEX(A) R75987261 25185-1 I A22 CALIFORNIA 1 1 I _ ;Job Reference(optional) Pacific Lumber 8 Truss Co.,Beaverton,OR 97005 8.630 s Nov 21 2022 MiTek Industries,Inc. Fri Apr 28 11,31,25 2023 Page 1 ID:nzrkzl DlhpsggrFkkmpjSzylly-olOxtYJWcTnkhmuBkei5-0-0-cY4e17xggGVYmzMASO • r1-6-0, 6-1-12 11-8-15 17-6-12 17- 1II-11 23-9-0 29-5-4 29 11-4 37-5-3 45-0-0 '1-6-0' 6-1-12 5-7-4 5-9-13 0-4-'15 5-9-5 5-8-4 0-6-0 7-5-15 • 7-6-13 1-6-0 REPAIR:ADD FAU PLATFORM LEDGER FOR A 200LBS.AIR UNIT LOAD OVER 3 TRUSS. 35LBS.POINT LOADS ADDED AT 8 AND 45 AS SHOWN. Scale=1:83.4 I I APPLY 2 X 6 X 6'DF NO.2 SCAB TO ONE FACE OF — ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32"RATED SHEATHING . TRUSS WITH CLUSTER OF(3)(0.131"X 3")NAILS 32/16 EXP 1)TO EACH FACE OF TRUSS WITH(0.131"X 2.5"MIN.)NAILS IN 3 ROWS • INTO EACH MEMBER SHOWN IN (). , _ _`, SPACED @ 4"0.C.NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING - - +'I FROM FRONT TO BACK FACE FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS 7 I SEE NOTES 1 AND 2 BELOW FOR TOP MEMBER.USE 2"MEMBER END DISTANCE. / AND BOTTOM CHORD SCAB ATTACMENTS. i / 6.00 5x6= 10 :Z/Zj 12 30 7 3x8= 37 5x6 6 / 8 44,11 i .r .. _-_ ._. 24 31 32 33 34 35 36 9: 3x4 29 I 38 3x6 • 3x6 i 5 I�, 11 3x4 28 I[ 25 1.5x4\\ 4�a 12 327 d 3_g_0 0 39 40 26 8x16 v 3 3 '-010.7,I 45 13 1 M 2 �` _ 4\ iM 1 20 41 42 19 43 ,18 O 44 17• 16 •15 3x4= 4x8= 8x8= 1.5x4 I'' Sx8= 5x8= 5x8 M18AHS II 8-11-5 17-6-12 i 23-9-0 _ 29-11-4 37-5-3 45-0-0 - 8-11-5 8-7-7 6-2-4 6-2-4 7-5-15 7-6-13 Plate Offsets(X,Y)-- [2:Edge,0-0-4],[6:0-2-15,0-2-7],[13:0-3-1,0-2-11],[15:0-3-8,Edge],[16:0-3-8,0-2-8],[17:0-4-0,0-3-0] TCLLLOADING (psf2)5 0 SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.90 , Vert(LL) -0.42 19-20 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.95 Vert(CT) -0.62 19-20 >862 180 M18AHS 169/162 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.19 15 n/a n/a BCDL 10.0 Code IBC2018/TP12014 Matrix-MS Wind(LL) 0.11 19 >999 240 Weight:280 lb FT=20% ' I I LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(2-10-4 max.):6-9. WEBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 13-15,13-16:2x4 DF No.1&Btr WEBS 1 Row at midpt 5-19,8-19,8-17,12-17 OTHERS 2x4 DF No.1&Btr LBR SCAB 9-12 2x4 DF No.1&Btr one side 2-20 2x4 DF No.1&Btr one side REACTIONS. (size) 2=0-5-8,15=0-5-8 Max Horz 2=147(LC 18) Max Uplift 2=-147(LC 14),15=-118(LC 15) Max Gray 2=2767(LC 35),15=2884(LC 35) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5421/467,3-5=-5133/456,5-6=-4128/476,6-8=-3575/582,8-9=-3374/564, 9-12=-3950/448,12-13=-4177/358,13-15=-2807/336 BOT CHORD 2-20=-424/4787,19-20=-349/4240,18-19=-265/3667,17-18=-265/3667,16-17=-230/3629, 15-16=-50/252 WEBS 3-20=-448/160,5-20=-10/679,5-19=-953/183,6-19=-85/1119,8-19=-605/168, 8-18=0/325,8-17=-850/158,9-17=-38/976,12-17=-330/158,12-16=-474/135, 13-16=-202/3433 NOTES- �'�ED PROfe`sd' 1)Attached 8-8-7 scab 9 to 12,front face(s)2x4 DF No.1&Btr with 1 row(s)of 10d(0.131"x3")nails spaced 9"o.c.except:starting at ��\� !NG NE4$9 /O� 0-1-1 from end at joint 9,nail 1 row(s)at 7"o.c.for 2-0-0;starting at 5-9-3 from end at joint 9,nail 1 row(s)at 7"o.c.for 2-8-7. ,9 2)Attached 9-1-5 scab 2 to 20,front face(s)2x4 DF No.1&Btr with 1 row(s)of 10d(0.131"x3")nails spaced 9"o.c.. Q' 89200PE c 3)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 3-0-0,Interior(1)3-0-0 to 19-11-11,Exterior(2R)17-6-12 to 23-9-0, Interior(1)23-9-0 to 29-11-4,Exterior(2R)27-5-4 to 33-9-10,Interior(1)33-9-10 to 46-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 9 OREGON WA--5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs /Q 1 non-concurrent with other live loads. L M�q y 4 Z� P+� 7)Provide adequate drainage to prevent water ponding. FR R'L` 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. __ 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. RENEWAL DATE: 12-31-2023 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 147 lb uplift at joint 2 and 118 lb uplift at April 28,2023 joint 15. ConiUP arR =Nen�'ry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. •imm Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not1111 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* iTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 2060t 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 ji Job [Truss Truss Type Qty Ply TAYLOR MORR-MH TU-TRIPLEX(A) R75987261 25185-1 A22 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co.,Beaverton,OR 97005 8.630 s Nov 21 2022 MiTek Industries,Inc. Fri Apr 28 11.3125 2023 Page 2 I D:nzrkzI DlhpsggrFkkmpjSzylly-olOxtYJ WcTnkh mu8keiSL_tVjcY4e17xggG VYmzMASO NOTES- 13)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36,37,38,39,40,41,42,43,44,45, 46,47,48,49,50,51,52,53,54,55,56,57,58,59,60,61,62,63,64,65,66,67,68,69,70,71,72,73,74,75,76,77 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)241 lb down and 114 lb up at 19-11-10 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-64,6-7=-64,6-9=-64,9-10=-64,9-13=-64,13-14=-64,15-21=-20 Concentrated Loads(Ib) Vert:8=-35 32=-35 45=-35 2)Dead+0.75 Snow(balanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-52,6-7=-52,6-9=-51,9-10=-52,9-13=-52,13-14=-52,21-41=-35,41-42=-50,42-43=-35,43-44=-50,15-44=-35 Concentrated Loads(Ib) Vert:8=-35 32=-26 45=-35 3)Dead+0.75 Snow(Unbal.Left)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-52,6-30=-52,7-30=-72,6-31=-51,31-35=-72,9-35=-25,9-10=-25,9-13=-25,13-14=-25,21-41=-35,41-42=-50,42-43=-35,43-44=-50,15-44=-35 Concentrated Loads(Ib) Vert:8=-35 45=-35 4)Dead+0.75 Snow(Unbal.Right)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-25,6-7=-25,6-32=-25,32-36=-73,9-36=-51,10-37=-73,9-37=-52,9-13=-52,13-14=-52,21-41=-35,41-42=-50,42-43=-35,43-44=-50,15-44=-35 Concentrated Loads(Ib) Vert:8=-35 32=-34 45=-35 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-14,6-7=-14,6-9=-14,9-10=-14,9-13=-14,13-14=-14,15-21=-40 Concentrated Loads(Ib) Vert:8=-35 45=-35 6)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=42,2-26=21,6-26=16,6-7=87,6-8=21,8-9=16,9-10=17,9-38=21,13-38=16,13-14=12,15-21=-12 Horz:1-2=-50,2-26=-30,6-26=-25,6-7=-95,9-10=25,9-38=30,13-38=25,13-14=20,13-15=25 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=2 45=-35 7)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=12,2-29=16,6-29=21,6-7=17,6-8=16,8-9=21,9-10=87,9-40=16,13-40=21,13-14=42,15-21=-12 Horz:1-2=-20,2-29=-25,6-29=-30,6-7=-25,9-10=95,9-40=25,13-40=30,13-14=50,13-15=-13 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=2 45=-35 8)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-6,2-6=-26,6-7=1,6-9=-26,9-10=-22,9-13=-26,13-14=-22,15-21=-20 Horz:1-2=-8,2-6=12,6-7=-15,9-10=-8,9-13=-12,13-14=-8,13-15=-22 Drag:6-8=-0,8-9=0 Concentrated Loads(Ib) Vert:8=-35 32=82 45=-35 9)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-22,2-6=-26,6-7=-22,6-9=-26,9-10=1,9-13=-26,13-14=-6,15-21=-20 Horz:1-2=8,2-6=12,6-7=8,9-10=15,9-13=-12,13-14=8,13-15=16 Drag:6-8=-0,8-9=0 Concentrated Loads(Ib) Vert:8=-35 32=114 45=-35 10)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=11,2-6=1,6-7=-4,6-9=23,9-10=21,9-13=11,13-14=6,15-21=-12 Horz:1-2=-20,2-6=-9,6-7=-5,9-10=30,9-13=19,13-14=15,13-15=17 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=2 45=-35 11)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-2=6,2-6=11,6-7=21,6-9=23,9-10=-4,9-13=1,13-14=11,15-21=-12 Horz:1-2=-15,2-6=-19,6-7=-30,9-10=5,9-13=9,13-14=20,13-15=-13 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=2 45=-35 12)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 ,ununucu Vii Rayo a A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing j MiTek' iTek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P11 Quality Criteria,DSB-89 and BCSI Building Component ! MiTek USA,Inc. Safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 • Job Truss ?Truss Type Qty 'Ply `TAYLOR MORR-MH TU-TRIPLEX(A) 1 R75987261 25185-1 A22 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.630 s Nov 21 2022 MiTek Industries,Inc. Fri Apr 28 11:31:25 2023 Page 3 I D:nzrkzl IDlh psgq rFkkmpjSzylly-olOxtYJ WcTnkhmu8keiSL_tVjcY4e17xggGVYmzMASO LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-9,2-6=-14,6-7=-9,6-9=8,9-10=1,9-13=-4,13-14=1,15-21=-20 Horz:1-2=-5,2-6=-0,6-7=-5,9-10=15,9-13=10,13-14=15,13-15=8 Drag:6-8=0,8-9=-0 Concentrated Loads(lb) Vert:8=-35 32=27 45=-35 13)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=1,2-6=-4,6-7=1,6-9=8,9-10=-9,9-13=-14,13-14=-9,15-21=-20 Horz:1-2=-15,2-6=-10,6-7=-15,9-10=5,9-13=0,13-14=5,13-15=-22 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=27 45=-35 14) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-6-23,6-7-18,6-9-9,9-10-5,9-13-9,13-14-5,15-21--12 Horz:1-2=-27,2-6=-31,6-7=-27,9-10=13,9-13=18,13-14=13,13-15=15 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=2 45=-35 15) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-6=9,6-7=5,6-9=9,9-10=18,9-13=23,13-14=18,15-21=-12 Horz:1-2=-13,2-6=-18,6-7=-13,9-10=27,9-13=31,13-14=27,13-15=-11 Drag:6-8=0,8-9=-0 Concentrated Loads(lb) Vert:8=-35 32=2 45=-35 16)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-6=23,6-7=18,6-9=9,9-10=5,9-13=9,13-14=5,15-21=-12 Horz:1-2=-27,2-6=-31,6-7=-27,9-10=13,9-13=18,13-14=13,13-15=15 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=2 45=-35 17) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-6=9,6-7=5,6-9=9,9-10=18,9-13=23,13-14=18,15-21=-12 Horz:1-2=-13,2-6=-18,6-7=-13,9-10=27,9-13=31,13-14=27,13-15=-11 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=2 45=-35 18)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=13,2-6=8,6-7=13,6-9=-5,9-10=-1,9-13=-5,13-14=-1,15-21=-20 Horz:1-2=-27,2-6=-22,6-7=-27,9-10=13,9-13=9,13-14=13,13-15=6 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=27 45=-35 19) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-1,2-6=-5,6-7=-1,6-9=-5,9-10=13,9-13=8,13-14=13,15-21=-20 Horz:1-2=-13,2-6=-9,6-7=-13,9-10=27,9-13=22,13-14=27,13-15=-20 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=27 45=-35 20)Dead+Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-6=-14,6-7=-64,6-9=-14,9-10=-64,9-13=-14,13-14=-64,15-21=-20 Concentrated Loads(Ib) Vert:8=-35 32=-6 45=-35 21)Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-64,6-30=-64,7-30=-91,6-31=-64,31-35=-91,9-35=-29,9-10=-29,9-13=-29,13-14=-29,15-21=-20 Concentrated Loads(Ib) Vert:8=-35 45=-35 22)Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-29,6-7=-29,6-32=-29,32-36=-92,9-36=-64,10-37=-92,9-37=-64,9-13=-64,13-14=-64,15-21=-20 Concentrated Loads(Ib) Vert:8=-35 32=-45 45=-35 23)Dead+Uninhabitable Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-14,6-7=-14,6-9=-14,9-10=-14,9-13=-14,13-14=-14,21-41=-40,41-42=-60,42-43=-40,43-44=-60,15-44=-40 Concentrated Loads(Ib) Vert:8=-35 45=-35 �,v.ununueu ill peyo A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 1 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job [Truss Truss Type Qty Ply TAYLOR MORR-MH TU-TRIPLEX(A) -� R75987261 25185-1 A22 CALIFORNIA .1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.630 s Nov 21 2022 MiTek Industries,Inc. Fri Apr 28 11:31:25 2023 Page 4 ID:nzrkzl_DlhpsggrFkkmpjSzylly-c1GxtYJ WCTnkhmuBkelSL_tVjcY4e17xggGVYmzMA50 LOAD CASE(S) Standard 24)Dead+0.75 Snow(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-2=-48,2-6=-51,6-7=-48,6-9=-35,9-10=-41,9-13=-44,13-14=-41,21-41=-35,41-42=-50,42-43=-35,43-44=-50,15-44=-35 Horz:1-2=-4,2-6=-0,6-7=-4,9-10=11,9-13=8,13-14=11,13-15=6 Drag:6-8=0,8-9=-0 Concentrated Loads(lb) Vert:8=-35 32=20 45=-35 25)Dead+0.75 Snow(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-41,2-6=-44,6-7=-41,6-9=-35,9-10=-48,9-13=-51,13-14=-48,21-41=-35,41-42=-50,42-43=-35,43-44=-50,15-44=-35 Horz:1-2=-11,2-6=-8,6-7=-11,9-10=4,9-13=0,13-14=4,13-15=-16 Drag:6-8=0,8-9=-0 Concentrated Loads(lb) Vert:8=-35 32=20 45=-35 26)Dead+0.75 Snow(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-31,2-6=-35,6-7=-31,6-9=-45,9-10=-42,9-13=-45,13-14=-42,21-41=-35,41-42=-50,42-43=-35,43-44=-50,15-44=-35 Horz:1-2=-20,2-6=-17,6-7=-20,9-10=10,9-13=7,13-14=10,13-15=5 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=20 45=-35 27)Dead+0.75 Snow(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-42,2-6=-45,6-7=-42,6-9=-45,9-10=-31,9-13=-35,13-14=-31,21-41=-35,41-42=-50,42-43=-35,43-44=-50,15-44=-35 Horz:1-2=-10,2-6=-7,6-7=-10,9-10=20,9-13=17,13-14=20,13-15=-15 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=20 45=-35 28)Dead+0.6 C-C Wind Min.Down:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=8,2-6=-25,6-7=24,6-9=-25,9-10=-25,9-13=-25,13-14=-25,15-21=-12 Horz:1-2=-16,2-6=16,6-7=-33,9-10=-16,9-13=-16,13-14=-16,13-15=-16 Drag:6-8=-0,8-9=0 Concentrated Loads(Ib) Vert:8=-35 32=55 45=-35 29)Dead+0.6 C-C Wind Min.Upward:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=8,6-7=24,6-9=8,9-10=8,9-13=8,13-14=8,15-21=-12 Horz:1-6=-16,6-7=-33,9-10=16,9-13=16,13-14=16,13-15=16 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 45=-35 30)3rd Dead+0.75 Snow(Unbal.Left)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-25,6-7=-25,6-32=-63,32-33=-51,33-35=-72,9-35=-83,9-10=-25,9-13=-25,13-14=-25,21-41=-35,41-42=-50,42-43=-35,43-44=-50,15-44=-35 Concentrated Loads(Ib) Vert:8=-35 32=-10 45=-35 31)4th Dead+0.75 Snow(Unbal.Left)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-28=-52,6-28=-76,6-7=-76,6-32=-87,32-35=-25,9-35=-37,9-10=-25,9-13=-25,13-14=-25,21-41=-35,41-42=-50, 42-43=-35,43-44=-50,15-44=-35 Concentrated Loads(lb) Vert:8=-35 32=-13 45=-35 32)5th Dead+0.75 Snow(Unbal.Right)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-25,6-7=-25,6-32=-83,32-34=-72,34-35=-51,9-35=-63,9-10=-25,9-13=-25,13-14=-25,21-41=-35,41-42=-50, 42-43=-35,43-44=-50,15-44=-35 Concentrated Loads(Ib) Vert:8=-35 45=-35 33)6th Dead+0.75 Snow(Unbal.Right)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-25,6-7=-25,6-32=-37,32-35=-25,9-35=-88,9-10=-77,9-12=-77,12-13=-52,13-14=-52,21-41=-35,41-42=-50, 42-43=-35,43-44=-50,15-44=-35 Concentrated Loads(Ib) Vert:8=-35 32=-85 45=-35 34)7th Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-29,6-7=-29,6-32=-125,32-35=-110,9-35=-125,9-10=-29,9-13=-29,13-14=-29,15-21=-20 Concentrated Loads(lb) Vert:8=-35 45=-35 35)8th Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-27=-64,6-27=-110,6-7=-110,6-32=-125,32-35=-29,9-35=-125,9-10=-110,9-39=-110,13-39=-64,13-14=-64, 15-21=-20 Concentrated Loads(lb) Vert:8=-35 45=-35 1 liUI IIII IUGU VI I pay U A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building 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 w•'T®k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIf Quality Criteria,DSB-89 and SCSI Budding Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 _ . Roseville,CA 95661 • ' !Job !Truss !Truss Type i Qty Ply TAYLOR MORR-MH TU-TRIPLEX(A) R75987261 i 25185-1 IA22 CALIFORNIA 1 1 !Job Reference(optional) I Pacific Lumber 8 Truss Co.,Beaverton,OR 97005 8.630 s Nov 21 2022 MiTek Industries,Inc. Fri Apr 28 11:31:25 2023 Page 5 ID:nzrkzl_DlhpsggrFkkmpjSzylIv-olOxtYJ WCTnkhmu8keiSL_tVjcY4e17xggGVYmzMASO LOAD CASE(S) Standard 36)9th Unbal.Dead+Snow(Unbal.Left)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-29,6-7=-29,6-32=-79,32-33=-64,33-35=-91,9-35=-106,9-10=-29,9-13=-29,13-14=-29,15-21=-20 Concentrated Loads(Ib) Vert:8=-35 32=-14 45=-35 37) 10th Unbal.Dead+Snow(Unbal.Left)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-28=-64,6-28=-96,6-7=-96,6-32=-111,32-35=-29,9-35=-44,9-10=-29,9-13=-29,13-14=-29,15-21=-20 Concentrated Loads(Ib) Vert:8=-35 32=-17 45=-35 38) 11th Unbal.Dead+Snow(Unbal.Right)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-29,6-7=-29,6-32=-106,32-34=-91,34-35=-64,9-35=-79,9-10=-29,9-13=-29,13-14=-29,15-21=-20 Concentrated Loads(Ib) Vert:8=-35 45=-35 39) 12th Unbal.Dead+Snow(Unbal.Right)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-29,6-7=-29,6-32=-44,32-35=-29,9-35=-113,9-10=-98,9-12=-98,12-13=-64,13-14=-64,15-21=-20 Concentrated Loads(Ib) Vert:8=-35 32=-113 45=-35 40) 13th Unbal.Dead+0.75 Snow(balanced)+0.75 Uninhab.Attic Storage+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-25,6-7=-25,6-32=-98,32-35=-86,9-35=-98,9-10=-25,9-13=-25,13-14=-25,21-41=-35,41-42=-50,42-43=-35,43-44=-50,15-44=-35 Concentrated Loads(Ib) Vert:8=-35 45=-35 41) 14th Unbal.Dead+0.75 Snow(balanced)+0.75 Uninhab.Attic Storage+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-27=-52,6-27=-86,6-7=-86,6-32=-98,32-35=-25,9-35=-98,9-10=-86,9-39=-86,13-39=-52,13-14=-52,21-41=-35,41-42=-50,42-43=-35,43-44=-50, 15-44=-35 Concentrated Loads(Ib) Vert:8=-35 45=-35 42) 15th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-22,2-6=-25,6-7=-22,6-32=-81,32-35=-70,9-35=-81,9-10=-14,9-13=-18,13-14=-14,21-41=-35,41-42=-50,42-43=-35,43-44=-50,15-44=-35 Horz:1-2=-4,2-6=-0,6-7=-4,9-10=11,9-13=8,13-14=11,13-15=6 Drag:6-8=0,8-9=-0 Concentrated Loads(lb) Vert:8=-35 32=20 45=-35 43) 16th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-48,2-27=-51,6-27=-86,6-7=-83,6-32=-81,32-35=-9,9-35=-81,9-10=-75,9-39=-79,13-39=-44,13-14=-41,21-41=-35,41-42=-50,42-43=-35, 43-44=-50,15-44=-35 Horz:1-2=-4,2-6=-0,6-7=-4,9-10=11,9-13=8,13-14=11,13-15=6 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=20 45=-35 44) 17th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-14,2-6=-18,6-7=-14,6-32=-81,32-35=-70,9-35=-81,9-10=-22,9-13=-25,13-14=-22,21-41=-35,41-42=-50, 42-43=-35,43-44=-50,15-44=-35 Horz:1-2=-11,2-6=-8,6-7=-11,9-10=4,9-13=0,13-14=4,13-15=-16 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=20 45=-35 45) 18th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-41,2-27=-44,6-27=-79,6-7=-75,6-32=-81,32-35=-9,9-35=-81,9-10=-83,9-39=-86,13-39=-51,13-14=-48, 21-41=-35,41-42=-50,42-43=-35,43-44=-50,15-44=-35 Horz:1-2=-11,2-6=-8,6-7=-11,9-10=4,9-13=0,13-14=4,13-15=-16 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=20 45=-35 46) 19th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-5,2-6=-9,6-7=-5,6-32=-91,32-35=-80,9-35=-91,9-10=-15,9-13=-19,13-14=-15,21-41=-35,41-42=-50, 42-43=-35,43-44=-50,15-44=-35 Horz:1-2=-20,2-6=-17,6-7=-20,9-10=10,9-13=7,13-14=10,13-15=5 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=20 45=-35 47)20th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 1lelif IMI umu un paye u I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. mol I Design valid for use only with MiTekn connectors.This design is based only upon parameters shown,and is for an individual building component,not 111111. 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* A 1T k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIf Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 • Job Truss 'Truss Type Qty Ply TAYLOR MORR-MH TU-TRIPLEX(A) R75987261 25185-1 A22 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.630 s Nov 21 2022 MiTek Industries,Inc. Fri Apr 28 11:31:25 2023 Page 6 I D:nzrkzl_DlhpsggrFkkmpjSzylly-olOxtYJ WcTnkh muBkeiSL_tVjcY4e17xggGVYmzMASO LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-31,2-27=-35,6-27=-70,6-7=-66,6-32=-91,32-35=-19,9-35=-91,9-10=-76,9-39=-80,13-39=-45,13-14=-42,21-41=-35,41-42=-50,42-43=-35, 43-44=-50,15-44=-35 Horz:1-2=-20,2-6=-17,6-7=-20,9-10=10,9-13=7,13-14=10,13-15=5 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=20 45=-35 48)21st Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-15,2-6=-19,6-7=-15,6-32=-91,32-35=-80,9-35=-91,9-10=-5,9-13=-9,13-14=-5,21-41=-35,41-42=-50,42-43=-35,43-44=-50,15-44=-35 Horz:1-2=-10,2-6=-7,6-7=-10,9-10=20,9-13=17,13-14=20,13-15=-15 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=20 45=-35 49)22nd Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-42,2-27=-45,6-27=-80,6-7=-76,6-32=-91,32-35=-19,9-35=-91,9-10=-66,9-39=-70,13-39=-35,13-14=-31,21-41=-35,41-42=-50,42-43=-35, 43-44=-50,15-44=-35 Horz:1-2=-10,2-6=-7,6-7=-10,9-10=20,9-13=17,13-14=20,13-15=-15 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=20 45=-35 50)Reversal:Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=42,2-26=21,6-26=16,6-7=87,6-8=21,8-9=16,9-10=17,9-38=21,13-38=16,13-14=12,15-21=-12 Horz:1-2=-50,2-26=-30,6-26=-25,6-7=-95,9-10=25,9-38=30,13-38=25,13-14=20,13-15=25 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=-241 45=-35 51)Reversal:Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=12,2-29=16,6-29=21,6-7=17,6-8=16,8-9=21,9-10=87,9-40=16,13-40=21,13-14=42,15-21=-12 Horz:1-2=-20,2-29=-25,6-29=-30,6-7=-25,9-10=95,9-40=25,13-40=30,13-14=50,13-15=-13 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=-127 45=-35 52)Reversal:Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-6,2-6=-26,6-7=1,6-9=-26,9-10=-22,9-13=-26,13-14=-22,15-21=-20 Horz:1-2=-8,2-6=12,6-7=-15,9-10=-8,9-13=-12,13-14=-8,13-15=-22 Drag:6-8=-0,8-9=0 Concentrated Loads(Ib) Vert:8=-35 32=-7 45=-35 53)Reversal:Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-22,2-6=-26,6-7=-22,6-9=-26,9-10=1,9-13=-26,13-14=-6,15-21=-20 Horz:1-2=8,2-6=12,6-7=8,9-10=15,9-13=-12,13-14=8,13-15=16 Drag:6-8=-0,8-9=0 Concentrated Loads(Ib) Vert:8=-35 32=-2 45=-35 54)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=11,2-6=1,6-7=-4,6-9=23,9-10=21,9-13=11,13-14=6,15-21=-12 Horz:1-2=-20,2-6=-9,6-7=-5,9-10=30,9-13=19,13-14=15,13-15=17 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=-117 45=-35 55) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=6,2-6=11,6-7=21,6-9=23,9-10=-4,9-13=1,13-14=11,15-21=-12 Horz:1-2=-15,2-6=-19,6-7=-30,9-10=5,9-13=9,13-14=20,13-15=-13 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=-152 45=-35 56)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-9,2-6=-14,6-7=-9,6-9=8,9-10=1,9-13=-4,13-14=1,15-21=-20 Horz:1-2=-5,2-6=-0,6-7=-5,9-10=15,9-13=10,13-14=15,13-15=8 Drag:6-8=0,8-9=-0 Concentrated Loads(lb) Vert:8=-35 32=-90 45=-35 57)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 �,wnunucu un paye I 41,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. hut 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 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 ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 • !Job ITruss 'Truss Type Qty I Ply TAYLOR MORR-MH TU-TRIPLEX(A) - - R75987261 25185-1 A22 CALIFORNIA 1 1 L 1 Job Reference(optional) Pacific Lumber 8 Truss Co.,Beaverton,OR 97005 8.630 s Nov 21 2022 MiTek Industries,Inc. Fri Apr 28 11.31:25 2023 Page 7 ID:nzrkzl_DlhpsggrFkkmpjSzylly-olOxtYJ WcTnkhmu8keiSL_tVjcY4e17xggG VYmzMASO LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=1,2-6=-4,6-7=1,6-9=8,9-10=-9,9-13=-14,13-14=-9,15-21=-20 Horz:1-2=-15,2-6=-10,6-7=-15,9-10=5,9-13=0,13-14=5,13-15=-22 Drag:6-8=0,8-9=-0 Concentrated Loads(lb) Vert:8=-35 32=-104 45=-35 58)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-6=23,6-7=18,6-9=9,9-10=5,9-13=9,13-14=5,15-21=-12 Horz:1-2=-27,2-6=-31,6-7=-27,9-10=13,9-13=18,13-14=13,13-15=15 Drag:6-8=0,8-9=-0 Concentrated Loads(lb) Vert:8=-35 32=-110 45=-35 59)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-6=9,6-7=5,6-9=9,9-10=18,9-13=23,13-14=18,15-21=-12 Horz:1-2=-13,2-6=-18,6-7=-13,9-10=27,9-13=31,13-14=27,13-15=-11 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=-91 45=-35 60)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-6-23,6-7-18,6-9-9,9-10-5,9-13-9,13-14-5,15-21--12 Horz:1-2=-27,2-6=-31,6-7=-27,9-10=13,9-13=18,13-14=13,13-15=15 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=-110 45=-35 61) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-6=9,6-7=5,6-9=9,9-10=18,9-13=23,13-14=18,15-21=-12 Horz:1-2=-13,2-6=-18,6-7=-13,9-10=27,9-13=31,13-14=27,13-15=-11 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=-91 45=-35 62)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=13,2-6=8,6-7=13,6-9=-5,9-10=-1,9-13=-5,13-14=-1,15-21=-20 Horz:1-2=-27,2-6=-22,6-7=-27,9-10=13,9-13=9,13-14=13,13-15=6 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=-83 45=-35 63)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-1,2-6=-5,6-7=-1,6-9=-5,9-10=13,9-13=8,13-14=13,15-21=-20 Horz:1-2=-13,2-6=-9,6-7=-13,9-10=27,9-13=22,13-14=27,13-15=-20 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=-64 45=-35 64) Reversal:Dead+0.75 Snow(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-48,2-6=-51,6-7=-48,6-9=-35,9-10=-41,9-13=-44,13-14=-41,21-41=-35,41-42=-50,42-43=-35,43-44=-50, 15-44=-35 Horz:1-2=-4,2-6=-0,6-7=-4,9-10=11,9-13=8,13-14=11,13-15=6 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=-67 45=-35 65)Reversal:Dead+0.75 Snow(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-41,2-6=44,6-7=-41,6-9=-35,9-10=-48,9-13=-51,13-14=-48,21-41=-35,41-42=-50,42-43=-35,43-44=-50, 15-44=-35 Horz:1-2=-11,2-6=-8,6-7=-11,9-10=4,9-13=0,13-14=4,13-15=-16 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=-78 45=-35 66)Reversal:Dead+0.75 Snow(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-31,2-6=-35,6-7=-31,6-9=-45,9-10=42,9-13=-45,13-14=42,21-41=-35,41-42=-50,42-43=-35,43-44=-50, 15-44=-35 Horz:1-2=-20,2-6=-17,6-7=-20,9-10=10,9-13=7,13-14=10,13-15=5 Drag:6-8=0,8-9=-0 Concentrated Loads(lb) Vert:8=-35 32=-62 45=-35 VVIIIIIIUOU VI peyu U A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' A'1®k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 • Job Truss Truss Type Qty Ply 'TAYLOR MORR-MH Ill-TRIPLEX(A) R75987261 25185-1 A22 CALIFORNIA 1 1 :Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.630 s Nov 21 2022 MiTek Industries,Inc. Fri Apr 28 11,3126 2023 Page 8 I D:nzrkzl_DlhpsggrFkkmpjSzylly-GxyJ 5uK9NnvbJwTKI LDhuBQgTOuJNIN53K025DzMAS? LOAD CASE(S) Standard 67)Reversal:Dead+0.75 Snow(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-42,2-6=-45,6-7=-42,6-9=-45,9-10=-31,9-13=-35,13-14=-31,21-41=-35,41-42=-50,42-43=-35,43-44=-50,15-44=-35 Horz:1-2=-10,2-6=-7,6-7=-10,9-10=20,9-13=17,13-14=20,13-15=-15 Drag:6-8=0,8-9=-0 Concentrated Loads(lb) Vert:8=-35 32=-48 45=-35 68) Reversal:Dead+0.6 C-C Wind Min.Down:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=8,2-6=-25,6-7=24,6-9=-25,9-10=-25,9-13=-25,13-14=-25,15-21=-12 Horz:1-2=-16,2-6=16,6-7=-33,9-10=-16,9-13=-16,13-14=-16,13-15=-16 Drag:6-8=-0,8-9=0 Concentrated Loads(Ib) Vert:8=-35 32=-8 45=-35 69) Reversal:Dead+0.6 C-C Wind Min.Upward:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=8,6-7=24,6-9=8,9-10=8,9-13=8,13-14=8,15-21=-12 Horz:1-6=-16,6-7=-33,9-10=16,9-13=16,13-14=16,13-15=16 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=-100 45=-35 70)Reversal:15th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-22,2-6=-25,6-7=-22,6-32=-81,32-35=-70,9-35=-81,9-10=-14,9-13=-18,13-14=-14,21-41=-35,41-42=-50,42-43=-35,43-44=-50,15-44=-35 Horz:1-2=-4,2-6=-0,6-7=-4,9-10=11,9-13=8,13-14=11,13-15=6 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=-67 45=-35 71)Reversal:16th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-48,2-27=-51,6-27=-86,6-7=-83,6-32=-81,32-35=-9,9-35=-81,9-10=-75,9-39=-79,13-39=-44,13-14=-41,21-41=-35,41-42=-50,42-43=-35, 43-44=-50,15-44=-35 Horz:1-2=-4,2-6=-0,6-7=-4,9-10=11,9-13=8,13-14=11,13-15=6 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=-67 45=-35 72) Reversal:17th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-14,2-6=-18,6-7=-14,6-32=-81,32-35=-70,9-35=-81,9-10=-22,9-13=-25,13-14=-22,21-41=-35,41-42=-50,42-43=-35,43-44=-50,15-44=-35 Horz:1-2=-11,2-6=-8,6-7=-11,9-10=4,9-13=0,13-14=4,13-15=-16 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=-78 45=-35 73)Reversal:18th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-41,2-27=-44,6-27=-79,6-7=-75,6-32=-81,32-35=-9,9-35=-81,9-10=-83,9-39=-86,13-39=-51,13-14=-48, 21-41=-35,41-42=-50,42-43=-35,43-44=-50,15-44=-35 Horz:1-2=-11,2-6=-8,6-7=-11,9-10=4,9-13=0,13-14=4,13-15=-16 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=-78 45=-35 74)Reversal:19th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel): Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-5,2-6=-9,6-7=-5,6-32=-91,32-35=-80,9-35=-91,9-10=-15,9-13=-19,13-14=-15,21-41=-35,41-42=-50, 42-43=-35,43-44=-50,15-44=-35 Horz:1-2=-20,2-6=-17,6-7=-20,9-10=10,9-13=7,13-14=10,13-15=5 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=-62 45=-35 75)Reversal:20th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel): Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-31,2-27=-35,6-27=-70,6-7=-66,6-32=-91,32-35=-19,9-35=-91,9-10=-76,9-39=-80,13-39=-45,13-14=-42, 21-41=-35,41-42=-50,42-43=-35,43-44=-50,15-44=-35 Horz:1-2=-20,2-6=-17,6-7=-20,9-10=10,9-13=7,13-14=10,13-15=5 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=-62 45=-35 76)Reversal:21st Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel): Lumber Increase=1.60,Plate Increase=1.60 VUIInIIUCU VII pery C A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSIITP11 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job I Trussl Truss Type Qty Ply 'TAYLOR MORR-MH TU-TRIPLEX(A) R75987261] '25185-1 A22 CALIFORNIA 1 1 'Job Reference(optional) I' Pacific Lumber 8 Truss Co.,Beaverton,OR 97005 8.630 s Nov 21 2022 MiTek Industries,Inc. Fri Apr 28 11,31:26 2023 Page 9 ID:nzrkzl_DlhpsggrFkkmpjSzylly-GxyJ5uK9NnvbJwTKILDhuBQgTOuJ NIN53K025 DZMAS? LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-15,2-6=-19,6-7=-15,6-32=-91,32-35=-80,9-35=-91,9-10=-5,9-13=-9,13-14=-5,21-41=-35,41-42=-50,42-43=-35,43-44=-50,15-44=-35 Horz:1-2=-10,2-6=-7,6-7=-10,9-10=20,9-13=17,13-14=20,13-15=-15 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=-48 45=-35 77)Reversal:22nd Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-42,2-27=-45,6-27=-80,6-7=-76,6-32=-91,32-35=-19,9-35=-91,9-10=-66,9-39=-70,13-39=-35,13-14=-31,21-41=-35,41-42=-50,42-43=-35, 43-44=-50,15-44=-35 Horz:1-2=-10,2-6=-7,6-7=-10,9-10=20,9-13=17,13-14=20,13-15=-15 Drag:6-8=0,8-9=-0 Concentrated Loads(Ib) Vert:8=-35 32=-48 45=-35 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 11111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek' 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/TPIl Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job I Truss Truss Type i Qty Ply 'TAYLOR MORR-MH TU-TRIPLEX(A) R75987262 25185-1 A23 ;CALIFORNIA 1 • 1 I Job Reference(optional) 1 Pacific Lumber 8 Truss Co.,Beaverton,OR 97005 8.630 s Nov 21 2022 MiTek Industries,Inc. Fri Apr 28 10.30:28 2023 Page 1 I D:nzrkzl_DlhpsggrFkkmpjSzylly-MCwRM53crs 1 cSmp I?5bteowYdSRiJG?fvDvU hEzMBL9 1-6-0i 7-5-12 _ 14-4-15 I 21-6-12 2_1-11�-11 256-5 2 111-4 33-1-1 40-0-5 I_ 45-0-0 46-6-0, 1-6-0 7-5-12 6-11-4 7-1-13 0-4-'15 3-6-10 0-4-15 7-1-13 6-11-4 4-11-11 '1-6-0' REPAIR:ADD FAU PLATFORM LEDGER FOR A 200LBS.AIR UNIT LOAD OVER 3 TRUSS. Scale=1:83.4 35LBS.POINT LOADS ADDED AT 34 AND 35 AS SHOWN. 5x8— APPLY 2 X 6 X 41-4"DF NO.2 SCAB TO ONE FACE OF 5x6 TRUSS WITH CLUSTER OF(3)(0.131"X 3")NAILS 6 7 r INTO EACH MEMBER SHOWN IN (). 6.00 12 • 3x4 i 27 28 3x4 26 3x6 5 • I I 29 8 • 25 30 3x8 Y II 4 • g 3x4 ' 3x4 i 31 q 3 24 • 0 10 0 32 v 5x 6 I 2 3 O3 ‘— 3 I 11 ( ) 12 2 _.... \ m i a 19 18 3317 34 16 3515 14 13 3x8= 1.5x4 I I 8x8= 3x6= 5x8= 3x4= 3x12= 5x8 M18SHS I I 7-5-12 14-4-15 21-6-12 I 25-11-4 33-1-1 40-0-5 45-0-0 7-5-12 6-11-4 7-1-13 4-4-8 7-1-13 6-11-4 4-11-11 Plate Offsets(X,Y)-- [2:0-8-0,0-0-10],[6:0-4-0,0-1-4],[11:0-2-11,0-2-8],[13:0-3-8,Edge],[14:0-3-8,0-1-8],[16:0-4-0,0-3-0] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.35 17-18 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.87 Vert(CT) -0.53 17-18 >999 180 M18SHS 220/195 BCLL 0.0 Rep Stress Ina NO WB 0.85 Horz(CT) 0.18 13 n/a n/a BCDL 10.0 Code IBC2018/TP12014 Matrix-MS Wind(LL) 0.11 17-18 >999 240 Weight:261 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 4-6,7-9:2x4 DF 2400F 2.0E 2-0-0 oc purlins(3-9-15 max.):6-7. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Stud/Std*Except* 6-0-0 oc bracing:13-14. 11-14:2x4 DF No.1&Btr WEBS 1 Row at midpt 5-17,6-16,8-16 REACTIONS. (size) 2=0-5-8,13=0-5-8 Max Horz 2=157(LC 18) Max Uplift 2=-140(LC 14),13=-119(LC 15) Max Gray 2=2534(LC 35),13=2615(LC 35) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4878/193,3-5=-4175/190,5-6=-3208/200,6-7=-2626/216,7-8=-3128/203, 8-10=-3741/180,10-11=-3413/137,11-13=-2566/188 BOT CHORD 2-19=-237/4285,18-19=-237/4285,17-18=-102/3597,16-17=0/2713,15-16=-16/3220, 14-15=-58/3003 WEBS 3-19=0/289,3-18=-775/155,5-18=0/671,5-17=-1254/204,6-17=-77/1101,6-16=-486/169, 7-16=-10/1051,8-16=-859/188,8-15=0/291,10-14=-725/92,10-15=-1/294, 11-14=-64/3077 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; `ik ° PRQFFS MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate ` E s grip DOwind to 60 �� NGi N F,4 ivy 2)C-C wind load user defined. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 Q 89200PE c 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. /� 6)Provide adequate drainage to prevent water ponding. _ _-_ 7)All plates are MT20 plates unless otherwise indicated. 0 �r••' Q 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 17 OREGON 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide L111 '� will fit between the bottom chord and any other members,with BCDL=10.0psf. �Q/��Y�t�r 20 P'�� 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 lb uplift at joint 2 and 119 lb uplift at FR R 10- joint 13. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34, 35,36,37,38,39,40,41,42,43,44,45,46,47,48,49 has/have been modified.Building designer must review loads to verify that RENEWAL DATE: 12-31-2023 they are correct for the intended use of this truss. April 28,2023 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 5.unurrucu Ln payc C. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 • Job I Truss Truss Type Qty I Ply I TAYLOR MORR-MH TV-TRIPLEX(A) 125185-1 A23 CALIFORNIA 1 1 R75987262 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.630 s Nov 21 2022 MiTek Industries,Inc. Fri Apr 28 10:30:28 2023 Page 2 ID:nzrkzl DlhpsggrFkkmpjSzylly-MCwRM53crs1cSmpl?5bteowYdSRiJG?fvDvUhEzMBL9 NOTES- 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s). The design/selection of such connection device(s)is the responsibility of others. 15)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) 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-64,6-7=-64,7-11=-64,11-12=-64,13-20=-20 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 2)Dead+0.75 Snow(balanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-52,6-7=-51,7-11=-52,11-12=-52,18-20=-35,18-33=-50,17-33=-35,17-34=-50,34-35=-35,15-35=-50,13-15=-35 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 3)Dead+0.75 Snow(Unbal.Left)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-27=-52,6-27=-72,6-7=-72,7-11=-25,11-12=-25,18-20=-35,18-33=-50,17-33=-35,17-34=-50,34-35=-35,15-35=-50,13-15=-35 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 4)Dead+0.75 Snow(Unbal.Right)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-25,6-7=-74,7-28=-74,11-28=-52,11-12=-52,18-20=-35,18-33=-50,17-33=-35,17-34=-50,34-35=-35,15-35=-50,13-15=-35 Concentrated Loads(lb) Vert:6=-35 36=-35(F) 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-14,6-7=-14,7-11=-14,11-12=-14,13-20=-40 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 6)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=42,2-23=21,6-23=16,6-7=21,7-29=21,11-29=16,11-12=12,13-20=-12 Horz:1-2=-50,2-23=-30,6-23=-25,6-7=-30,7-29=30,11-29=25,11-12=20,11-13=25 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 7)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=12,2-26=16,6-26=21,6-7=21,7-32=16,11-32=21,11-12=42,13-20=-12 Horz:1-2=-20,2-26=-25,6-26=-30,6-7=-30,7-32=25,11-32=30,11-12=50,11-13=-13 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 8)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-6,2-6=-26,6-7=-26,7-11=-26,11-12=-22,13-20=-20 Horz:1-2=-8,2-6=12,6-7=12,7-11=-12,11-12=-8,11-13=-22 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 9)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-22,2-6=-26,6-7=-26,7-11=-26,11-12=-6,13-20=-20 Horz:1-2=8,2-6=12,6-7=12,7-11=-12,11-12=8,11-13=16 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 10)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=11,2-6=1,6-7=23,7-11=11,11-12=6,13-20=-12 Horz:1-2=-20,2-6=-9,6-7=-31,7-11=19,11-12=15,11-13=17 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 11)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=6,2-6=11,6-7=23,7-11=1,11-12=11,13-20=-12 Horz:1-2=-15,2-6=-19,6-7=-31,7-11=9,11-12=20,11-13=-13 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 12) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-9,2-6=-14,6-7=8,7-11=-4,11-12=1,13-20=-20 Horz:1-2=-5,2-6=-0,6-7=-22,7-11=10,11-12=15,11-13=8 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 13)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=1,2-6=-4,6-7=8,7-11=-14,11-12=-9,13-20=-20 Horz:1-2=-15,2-6=-10,6-7=-22,7-11=0,11-12=5,11-13=-22 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) t c vnunuou vn page o A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �� a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 I Roseville,CA 95661 Job Truss 'Truss Type I Qty Ply TAYLOR MORR-MH TU-TRIPLEX(A) R75987262 i 25185-1 A23 CALIFORNIA 1 1 I Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.630 s Nov 21 2022 MiTek Industries,Inc. Fri Apr 28 10:30:28 2023 Page 3 I D:nzrkzl_DI hpsggrFkkmpjSzylly-MCwRM 53crs 1 cSmpl?5bteowYdS RiJG?fvDvUh EzMBL9 LOAD CASE(S) 14) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-6=23,6-7=9,7-11=9,11-12=5,13-20=-12 Horz:1-2=-27,2-6=-31,6-7=-18,7-11=18,11-12=13,11-13=15 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 15)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-6=9,6-7=9,7-11=23,11-12=18,13-20=-12 Horz:1-2=-13,2-6=-18,6-7=-18,7-11=31,11-12=27,11-13=-11 Concentrated Loads(lb) Vert:6=-35 36=-35(F) 16)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-6=23,6-7=9,7-11=9,11-12=5,13-20=-12 Horz:1-2=-27,2-6=-31,6-7=-18,7-11=18,11-12=13,11-13=15 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 17)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-6=9,6-7=9,7-11=23,11-12=18,13-20=-12 Horz:1-2=-13,2-6=-18,6-7=-18,7-11=31,11-12=27,11-13=-11 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 18)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=13,2-6=8,6-7=-5,7-11=-5,11-12=-1,13-20=-20 Horz:1-2=-27,2-6=-22,6-7=-9,7-11=9,11-12=13,11-13=6 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 19)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-2=-1,2-6=-5,6-7=-5,7-11=8,11-12=13,13-20=-20 Horz:1-2=-13,2-6=-9,6-7=-9,7-11=22,11-12=27,11-13=-20 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 20)Dead+Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-6=-14,6-7=-14,7-11=-14,11-12=-64,13-20=-20 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 21) Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-27=-64,6-27=-91,6-7=-91,7-11=-29,11-12=-29,13-20=-20 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 22)Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plt) Vert:1-6=-29,6-7=-94,7-28=-94,11-28=-64,11-12=-64,13-20=-20 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 23)Dead+Uninhabitable Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-14,6-7=-14,7-11=-14,11-12=-14,18-20=-40,18-33=-60,17-33=-40,17-34=-60,34-35=-40,15-35=-60, 13-15=-40 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 24)Dead+0.75 Snow(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-48,2-6=-51,6-7=-35,7-11=-44,11-12=-41,18-20=-35,18-33=-50,17-33=-35,17-34=-50,34-35=-35,15-35=-50, 13-15=-35 Horz:1-2=-4,2-6=-0,6-7=-17,7-11=8,11-12=11,11-13=6 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 25)Dead+0.75 Snow(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-41,2-6=-44,6-7=-35,7-11=-51,11-12=-48,18-20=-35,18-33=-50,17-33=-35,17-34=-50,34-35=-35,15-35=-50, 13-15=-35 Horz:1-2=-11,2-6=-8,6-7=-17,7-11=0,11-12=4,11-13=-16 Concentrated Loads(lb) Vert:6=-35 36=-35(F) 26)Dead+0.75 Snow(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60, Plate Increase=1.60 i_.ununueu VI Paya e d WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 111111 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 P1'T®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 ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job • I Truss I Truss Type 'Qty Ply TAYLOR MORR-MH TU-TRIPLEX(A) 25185-1 A23 CALIFORNIA 1 i 1 R75987262 Job Reference(optional) Pacific Lumber 8 Truss Co.,Beaverton,OR 97005 8.630 s Nov 21 2022 MiTek Industries,Inc. Fri Apr 28 10,30:28 2023 Page 4 I D:nzrkzl_DlhpsggrFkkmpjSzylly-MCwRM53crs 1 cSmpl?5bteowYdSRiJG?fvDvU hEzMBL9 LOAD CASE(S) Uniform Loads(plf) Vert:1-2=-31,2-6=-35,6-7=-45,7-11=-45,11-12=-42,18-20=-35,18-33=-50,17-33=-35,17-34=-50,34-35=-35,15-35=-50,13-15=-35 Horz:1-2=-20,2-6=-17,6-7=-7,7-11=7,11-12=10,11-13=5 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 27) Dead+0.75 Snow(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-42,2-6=-45,6-7=-45,7-11=-35,11-12=-31,18-20=-35,18-33=-50,17-33=-35,17-34=-50,34-35=-35,15-35=-50,13-15=-35 Horz:1-2=-10,2-6=-7,6-7=-7,7-11=17,11-12=20,11-13=-15 Concentrated Loads(lb) Vert:6=-35 36=-35(F) 28)Dead+0.6 C-C Wind Min.Down:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=8,2-6=-25,6-7=-25,7-11=-25,11-12=-25,13-20=-12 Horz:1-2=-16,2-6=16,6-7=16,7-11=-16,11-12=-16,11-13=-16 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 29) Dead+0.6 C-C Wind Min.Upward:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=8,6-7=8,7-11=8,11-12=8,13-20=-12 Horz:1-6=-16,6-7=-16,7-11=16,11-12=16,11-13=16 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 30)3rd Dead+0.75 Snow(Unbal.Left)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-25,6-7=-72,7-11=-25,11-12=-25,18-20=-35,18-33=-50,17-33=-35,17-34=-50,34-35=-35,15-35=-50,13-15=-35 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 31)4th Dead+0.75 Snow(Unbal.Left)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-25=-52,6-25=-75,6-7=-25,7-11=-25,11-12=-25,18-20=-35,18-33=-50,17-33=-35,17-34=-50,34-35=-35,15-35=-50,13-15=-35 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 32)5th Dead+0.75 Snow(Unbal.Right)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-6=-25,6-7=-74,7-11=-25,11-12=-25,18-20=-35,18-33=-50,17-33=-35,17-34=-50,34-35=-35,15-35=-50,13-15=-35 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 33)6th Dead+0.75 Snow(Unbal.Right)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-25,6-7=-25,7-30=-76,11-30=-52,11-12=-52,18-20=-35,18-33=-50,17-33=-35,17-34=-50,34-35=-35,15-35=-50,13-15=-35 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 34)7th Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-6=-29,6-7=-110,7-11=-29,11-12=-29,13-20=-20 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 35)8th Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-24=-64,6-24=-110,6-7=-29,7-31=-110,11-31=-64,11-12=-64,13-20=-20 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 36)9th Unbal.Dead+Snow(Unbal.Left)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-29,6-7=-91,7-11=-29,11-12=-29,13-20=-20 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 37) 10th Unbal.Dead+Snow(Unbal.Left)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-25=-64,6-25=-95,6-7=-29,7-11=-29,11-12=-29,13-20=-20 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 38) 11th Unbal.Dead+Snow(Unbal.Right)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-29,6-7=-94,7-11=-29,11-12=-29,13-20=-20 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 39) 12th Unbal.Dead+Snow(Unbal.Right)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-29,6-7=-29,7-30=-97,11-30=-64,11-12=-64,13-20=-20 Concentrated Loads(lb) Vert:6=-35 36=-35(F) 40) 13th Unbal.Dead+0.75 Snow(balanced)+0.75 Uninhab.Attic Storage+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Sot,lmluCu uil p09C J A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job ',Truss I Truss Type -1 Qty !Ply j TAYLOR MORR-MH TU-TRIPLEX(A) R75987262 25185-1 ',A23 CALIFORNIA 1 1 i..Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.630 s Nov 21 2022 MiTek Industries,Inc. Fri Apr 28 10,30:28 2023 Page 5 I D:nzrkzl_DlhpsggrFkkm pjSzylly-MCwRM 53crs 1 cSmpl?5bteowYdSRiJG?fvDvUh EzMBL9 LOAD CASE(S) Uniform Loads(plf) Vert:1-6=-25,6-7=-86,7-11=-25,11-12=-25,18-20=-35,18-33=-50,17-33=-35,17-34=-50,34-35=-35,15-35=-50,13-15=-35 Concentrated Loads(lb) Vert:6=-35 36=-35(F) 41) 14th Unbal.Dead+0.75 Snow(balanced)+0.75 Uninhab.Attic Storage+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-24=-52,6-24=-86,6-7=-25,7-31=-86,11-31=-51,11-12=-52,18-20=-35,18-33=-50,17-33=-35,17-34=-50,34-35=-35,15-35=-50,13-15=-35 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 42) 15th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-22,2-6=-25,6-7=-70,7-11=-18,11-12=-14,18-20=-35,18-33=-50,17-33=-35,17-34=-50,34-35=-35,15-35=-50,13-15=-35 Horz:1-2=-4,2-6=-0,6-7=-17,7-11=8,11-12=11,11-13=6 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 43) 16th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-48,2-24=-51,6-24=-86,6-7=-9,7-31=-79,11-31=-44,11-12=-41,18-20=-35,18-33=-50,17-33=-35,17-34=-50,34-35=-35,15-35=-50,13-15=-35 Horz:1-2=-4,2-6=-0,6-7=-17,7-11=8,11-12=11,11-13=6 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 44) 17th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-14,2-6=-18,6-7=-70,7-11=-25,11-12=-22,18-20=-35,18-33=-50,17-33=-35,17-34=-50,34-35=-35,15-35=-50,13-15=-35 Horz:1-2=-11,2-6=-8,6-7=-17,7-11=0,11-12=4,11-13=-16 Concentrated Loads(lb) Vert:6=-35 36=-35(F) 45) 18th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-41,2-24=-44,6-24=-79,6-7=-9,7-31=-86,11-31=-51,11-12=-48,18-20=-35,18-33=-50,17-33=-35,17-34=-50,34-35=-35,15-35=-50,13-15=-35 Horz:1-2=-11,2-6=-8,6-7=-17,7-11=0,11-12=4,11-13=-16 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 46) 19th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-5,2-6=-9,6-7=-80,7-11=-19,11-12=-15,18-20=-35,18-33=-50,17-33=-35,17-34=-50,34-35=-35,15-35=-50,13-15=-35 Horz:1-2=-20,2-6=-17,6-7=-7,7-11=7,11-12=10,11-13=5 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 47)20th Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-31,2-24=-35,6-24=-70,6-7=-19,7-31=-80,11-31=-45,11-12=-42,18-20=-35,18-33=-50,17-33=-35,17-34=-50,34-35=-35,15-35=-50,13-15=-35 Horz:1-2=-20,2-6=-17,6-7=-7,7-11=7,11-12=10,11-13=5 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 48)21st Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-15,2-6=-19,6-7=-80,7-11=-9,11-12=-5,18-20=-35,18-33=-50,17-33=-35,17-34=-50,34-35=-35,15-35=-50, 13-15=-35 Horz:1-2=-10,2-6=-7,6-7=-7,7-11=17,11-12=20,11-13=-15 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) 49)22nd Unbal.Dead+0.75 Snow(unbal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-42,2-24=-45,6-24=-80,6-7=-19,7-31=-70,11-31=-35,11-12=-31,18-20=-35,18-33=-50,17-33=-35,17-34=-50, 34-35=-35,15-35=-50,13-15=-35 Horz:1-2=-10,2-6=-7,6-7=-7,7-11=17,11-12=20,11-13=-15 Concentrated Loads(Ib) Vert:6=-35 36=-35(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall , building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,D5B-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Symbols y Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 34, 6-4-8 Failure to Follow Could Cause Property 1 / Center plate on joint unless x,y dimensions shown in ft-in-sixteenths offsets are indicated. ( (Drawings not to scale) Damage or Personal Injury MEI Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g �� Apply plates to both sides of truss 1 2 3 diagonal or X-bracing,is always required. See'SCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer.For Opt/76 r wide truss spacing,individual lateral braces themselves 4 may require bracing,or alternative Tor I p bracing should be considered. Ai 0 3. Never exceed the design loading shown and never _ stack materials on inadequately braced trusses. U pa 4. Provide copies of this truss design to the building p designer,erection supervisor,property owner and For 4 x 2 orientation,locate c7-e c6-7 cs-s I— all other interested parties. plates 0- 1/16"from outside BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 7. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI 1. `Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber NUMBERS/LETTERS. shall not exceed 19%at time of fabrication. software request. 9. Unless expressly noted,this design is not applicable for PRODUCT CODE APPROVALS use with fire retardant,preservative treated,or green lumber. PLATE SIZE ICC-ES Reports: 10.Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator.General practice is to 4 x 4 width measured perpendicular ESR-1311,ESR-1352, ESR1988 camber for dead load deflection. to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 11.Plate type,size,orientation and location dimensions the length parallel to Slots. 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 specified. OitOPIndicated by symbol shown and/or Trusses are designed for wind loads in the plane of the 13.Top chords must be sheathed or purlins provided at by text in the bracing section of the truss unless otherwise shown. spacing indicated on design. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings approval of an engineer. (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved 16.Do not cut or alter truss member or plate without prior kl=0 reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. __ 18.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. a environmental,health or performance risks.Consult with =� proje engineerbefore Industry Standards: 19.Reviewct allgine portionsbe oof this duse.esign(front,back,words ANSI/TPI1: National Design Specification for Metal Milland pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. 20.Design assumes manufacture in accordance with 4. BCSI: Building Component Safety Information, F/1 iTe Ii ANSI/TPI 1 Quality Criteria. Guide to Good Practice for Handling, 21.The design does not take into account anydynamic Installing&Bracing of Metal Plate 9 v Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.5/19/2020 or other loads other than those expressly stated.