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Specifications (2) --1 / YYSa- AtsT ao?t-0037D MiTek v MiTek USA, Inc. MiTek USA,Inc. 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Telephone 916-755-3571 Re: 25185-1 TAYLOR MORR-MH TU-TRIPLEX(A) 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: R75987259 thru R75987262 My license renewal date for the state of Oregon is December 31,2023. <��EO PROFee, 0.0 inise 9 Q 89200PE 17 G OREGON ��� D` <Q 4 l'14,2° P'4' MERRI1.-‘- April 28,2023 Baxter,David IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. I Job Truss 1Truss Type Qty Ply li TAYLOR MORR-MH TU-TRIPLEX(A) i R75987259 25185-1 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 16:03:18 2023 Page 1 ID:nzrkzl_DlhpsggrFkkm pjSzylly-P9z99N7PCEZGnvO_SconG2bBu7yseAKIL02J6dzM RZ7 i 1-6-0I 8-3-5 16-0-3 23-9-0 31-5-13 39-2-11 47-6-0 f19-0-0 1-6-0 8-3-5 7-8-13 7-8-13 7-8-13 7-8-13 8-3-5 1-6-01 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. r/z, 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 /iz// INTO EACH MEMBER SHOWN IN (). 'ra 24 25 6.00 12 3x6 i 23 26 3x6 3x6 O 5 7 3x6 4 8 N 3x4 \\ 3x4 // 9 O 22 (3) a 1 (3) /.''' 27 M 2 Ll1_l1L11_LLL1l.L1 iil_ 10'2 15 28 29 14 30 31 13 32 33 12 3x6= 5x12= 5x12= 3x6= 4x6= 4x6= 9-9-14 19-1-5 28-4-11 37-8-2 _ __ _ 47-6-0 9-9-14 9-3-6 9-3-6 9-3-6 9-9-14 Plate Offsets(X,Y)-- [13:0-6-0,0-3-0],[14:0-6-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. ! DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 (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 IBC2018/TP12014 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=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 3-3-0,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& ` MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�`D PR°Fes 2)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 - GI NE try 3)Unbalanced snow loads have been considered for this design. N FR �2 4)This truss has been designed for greater of min roof live load of 18.0 pat or 1.00 times flat roof load of 25.0 psf on overhangs l� non-concurrent with other live loads. Q 89200PE v 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. • CZ- OREGON ./ 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. -57 1 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 G/ q y 4 ,2o 1 \D` �Theetrock be applied directly to the bottom chord. Q 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s). The design/selection of such /'ER R i�� VP s connection device(s)is the responsibility of others. �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 ,u.ViIUIIUGu VII!Jaye L M� 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 M' 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 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 J 1 Job + Truss 'Truss Type I Qty Ply I TAYLOR MORR-MH TO-TRIPLEX(A) 25185-1 All I'COMMON I'I 6 1 R75987259 II __ 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 I D:nzrkzl_DlhpsggrFkkmpjSzylly-u LXXMj81 zYh7P2zA0KJ0pG7MeW l5Ndauagosf3zM RZ6 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,notMT` 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?Pl1 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 Ply TAYLOR MORR-MH TU-TRIPLEX(A) I I :25185-1 A21 CALIFORNIA 1 1 R75987260 ;Job Reference(optional"__ Pacific Lumber 8 Truss Co.,Beaverton,OR 97005 8.630 s Nov 21 2022 MiTek Industries,Inc. Fri Apr 28 11:03.17 2023 Page 1 I D:nzrkzl_Dlhpsgq rFkkmpjSzylly-D?PocMui8g6EAMrjs7Qcx0z2xAQu8twUg2NB IczMAsO .1-6-0 6-1-12 11-8-15 17-6-12 17-11,-11 23-9-0 29-5-4 29,11 4 37-5-3 45-0-0 6-6-10 '16-0+ 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. Scale=1:83.4 35LBS.POINT LOADS ADDED AT 7 AND 41 AS SHOWN. 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 (). SEE NOTE 1 BELOW FOR TOP •��- CHORD SCAB ATTACMENT. 3x8= 5x8 z / 5x6 9 ' 6 8 29 30 7 31 8 32 22 3x4 I 3x6 i 5 i 33233x4 , 9i 1.5x4 O 4 1 • m 6.00!12 26 HT 34 Sx10 M18SHS 'o 3 35 o> .Ii 36 25 Y 24 (3) 7 (3) 41 it 12 1 1 ill -- __— __ _ 0 18 37 38 17 39 16 40 15 14 13 3x4= 5x8= 1.5x4 I I 5x8= 5x8= 5x8 M18SHS I I 4x6= 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 �— 6-2-4 7-5-15 7-6-13 Plate Offsets(X,Y)-- [6:0-2-8,0-1-12],[8:0-3-15,0-2-8Lj11:0-3-0,0-1-12],[13:0-3-8,Edge],[14:0-3-8,0-2-8],[15:0-4-0,0-3-0],[17:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.37 17-18 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.96 Vert(CT) -0.56 17-18 >954 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.50 Horz(CT) 0.17 13 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2018/TP12014 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- ,�D PROFe6, 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 �'<4 `_ F,9 G NE s) 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. V` 02 2)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; lV -9 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, Q 89200PE 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 DOL=1.15 Plate DOL=1.15);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. ;A 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 9 OREGON (vQ non-concurrent with other live loads. A_ 6)Provide adequate drainage to prevent water ponding. < �q V'4,2°1 1� 7)All plates are MT20 plates unless otherwise indicated. Q 2 T 8)The Fabrication Tolerance at joint 11=15% MER R I - - VP 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. 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. April 28,2023 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Con Ugkrl rogge2y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Mill 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' 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. 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 Qty Ply III TAYLOR MORR-MH TU-TRIPLEX(A) R75987260 25185-1 A21 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 11:03:18 2023 Page 2 I D:nzrkzl_DlhpsggrFkkmpjSzylly-hBzApivKv8E5oW QvPgxrUDWCham7tKAdvi6kg2zMAsN 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. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1111 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 Mil®k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 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 1 Truss Type Qty Ply ]TAYLOR MORR-MH TU-TRIPLEX(A) R75987261 25185-1 'A22 I CALIFORNIA 1 1 ' I 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 1 I D:nzrkzl_DlhpsggrFkkmpjSzylly-olOxtYJ WcTnkhmu8keiSL_tVjcY4e17xggG VYmzMASO 1 6 0 6-1-12 11-8-15 17-6-12 17-111-11 23-9-0 29-5-4 29111-4 37-5-3 45-0-0 46-6-0 r1-6-0 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: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 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 O. SPACED @ 4"O.C.NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING - FROM FRONT TO BACK FACE FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS 77,1 NOTES 1 AND 2 BELOW FOR TOP MEMBER.USE 2"MEMBER END DISTANCE. '/I AND BOTTOM CHORD SCAB ATTACMENTS. 5x6= 10 6.00I12 30 7 3x8= 37 5x6 6 8 r, rWl . w 24 31 32 33 34 35 36 9 1 3x4 i 29 38 3x6 3x6 i 5 t1 3x4 o, 28 25 v 4 12 1sx4 O 3-6-0 le 327 • ,1 39 40 rn p 1 ax16T 26 (3) — (3) 45I. iII 13 14 I , 2 II ki '.! — t _ r"1I o. 20 41 42 43 44 19 18 17 16 15 3x4= 8x8= 1.5x4 I'. 5x8= 5x8= 5x8 M18AHS 4x8= 8-11-5 i 17-6-12 l 23-9-0 29-11-4 37-5-3 l 45-0-0 ___i 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] • LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CBI. DEFL. in (loc) I/dell Lid 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% 1--— 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 OF 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. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)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 ��Ep PROFFS NOTES- � !`01NE- (. 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 V FR �� 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. (V 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.. 89200PE v 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);15=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 OREGON CC 5)Unbalanced snow loads have been considered for this design. '9 �(/ 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 GAO III y 14 2°-\ -i� non-concurrent with other live loads. 0. 7)Provide adequate drainage to prevent water ponding. p RL�' 8)All plates are MT20 plates unless otherwise indicated. M /l 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. r1pale 2 y............................. .y.-.,...,.........,.........,.. �� On�UP �N1fdG=Neray design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-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 ANSIITPI1 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 I 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 2 I D:nzrkzl_DlhpsggrFkkmpjSzylly-olOxtYJ WcTnkh mu8keiSL_tVjcY4e17xggGVYmzMASO 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(lb) 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(lb) 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) 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=2 45=-35 12)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 v.unmrucv VI pays a 1 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 11111 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?P11 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 • Job Truss Truss Type Qty Ply j TAYLOR MORR-MH TU-TRIPLEX(A) R75987261 25185-1 A22 CALIFORNIA 1 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 ID:nzrkzl_DlhpsggrFkkmpjSzylly-olOxtYJ WcTnkhmu8keiSL_lVjcY4e17xggG VYmzMASO 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(Ib) 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(Ib) 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 VViir111UCU VII payeY 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 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 I Truss Type Qty Ply TAYLOR MORR-MH TU-TRIPLEX(A) R75987261 25185-1 ICI 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 I D:nzrkzl_DlhpsgqrFkkmpjSzyllv-olOxtYJ WcTnkhmu8keiSL_tVjcY4e17xggGVYmzMASO 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(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=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(Ib) 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(lb) 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(Ib) 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(Ib) 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(Ib) Vert:8=-35 45=-35 5/U11l111UCU VII ydym V 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 li 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 ANSIITPI1 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 I Truss Type Qty I Ply TAYLOR MORR-MH TU-TRIPLEX(A) R75987261 25185-1 A22 JCALIFORNIA 1 1 jJob 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 5 ID:nzrkzl_Dlhpsgq rFkkmpjSzylly-olOxtYJ W cTnkhmu8keiSL_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(lb) 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(Ib) 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 cu payc u __ 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 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 I 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:nzrkzI_DlhpsggrFkkmpjSzylly-olOxtYJ WcTnkhmu8keiSL_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(lb) 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(Ib) 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 1 wnunuau un payo r -_ 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 NNW. 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 I ' Job Truss Truss Type Qty I Ply I TAYLOR MORR-MH TU-TRIPLEX(A) R75987261 1 125185-1 A22 I 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 1131:25 2023 Page 7 I D:nzrkzl_DlhpsggrFkkmpjSzylly-olOxtYJ W cTnkhmu8keiSL_tVjcY4e17xggGVYmzMASO 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(Ib) 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(Ib) 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(lb) 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(lb) 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=48,2141=-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(Ib) Vert:8=-35 32=-62 45=-35 '_.Unwrucu VI I pay o mom 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 10111 a truss system.Before use,the building designer must venfy the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 Truss Truss Type Qty !'Ply TAYLOR MORR-MH TU-TRIPLEX(A) R75987261 25185-1 i 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 11:31:26 2023 Page 8 ID:nzrkzl_DlhpsggrFkkmpjSzylly-GxyJ5uK9NnvbJwTKILDhuBQgTOuJ NIN53K025 DzMAS? 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(Ib) 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 ,unur wcu Ln payc 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,not111111. 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 i fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP[1 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 Qty I 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 11:31:26 2023 Page 9 I D:nzrkzl_DlhpsggrFkkmpjSzylly-GxyJ5uK9NnvbJwTKILDhuBQgTOuJ NIN53K025DzMAS? 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 11 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,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 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 ANSIJTPII Qualify Criteria,D58-89 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 • 1 Job Truss Truss Type Qty !Ply 1TAYLOR 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 1 I D:nzrkzl_DlhpsggrFkkmpjSzylly-MCwRM53crs 1 cSmpl?5bteowYdSRIJG?fvvDvU hEzMBL9 ,1-6-01 6 i 7-5-127-5-12 .--.._._-_-_-.-16 -4 71-16-112 3 20-�1'15136610 0-5 �,45 731-13 6-11-400-5 i 4-SL101 -6-0 1166-01 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- r APPLY 2 X 6 X 4'-4"DF NO.2 SCAB TO ONE FACE OF 5x6 TRUSS WITH CLUSTER OF(3)(0.131"X 3")NAILS 6 7 ; INTO EACH MEMBER SHOWN IN O. a 6.00 12 3x4-.5-' 27 28 3x4 26 29 3x6 5 8 P5 3x8 qq� 4 30 g 3x4 1 d 3x4 i '.;. • 31 11" 3 24 10 I- 0 32 I i,, 5x6 6 • 23 I III 11 (3) (3) 12 33 34 35 17 1 �1� 14 13 19 18 6 5 3x8— 1.5x4 II 8x8= 3x6= 5x8= 3x4= 3x12= 5x8 M18SHS 7-5-12 14-4-15 21-6-12 25-11-4 33-1-1 40-0-5 45-0-0 7-5-12 6-11-4 7-1-13 + 4-4-8 I 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] LOADING (psf) ISPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 1 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.35 17-18 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.87 Vert(CT) -0.53 17-18 >999 180 M18SHS 220/195 TCDL 7.0 Rep Stress!nor NO WB 0.85 Horz(CT) 0.18 13 n/a n/a BCLL 0.0 * Code IBC2018/TPI2014 Matrix-MS Wind(LL) 0.11 17-18 >999 240 Weight:261 lb FT=20% BCDL 10.0 ; 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. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)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; ���� PnOp - MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate •\ ``C?1 NE r` s/ grip DOL=1.60 V`- <'R OjL 2)C-C wind load user defined. (V -9 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 �' 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. 4IP/� 6)Provide adequate drainage to prevent water ponding. MIR - O+ ; 7)All plates are MT20 plates unless otherwise indicated. • OREGON et 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '9 �j 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 G/ '�4 t 14,2°r\ i� will fit between the bottom chord and any other members,with BCDL=10.0psf. Q 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 MER R t�-`' 2 VP 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. 1 v,ununucu un Pay c ownsA 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 MRT®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?Pl1 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 I Truss Type Qty I;Ply TAYLOR MORR-MH TU-TRIPLEX(A) �I R75987262, 125185-1A23 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 10:30:28 2023 Page 2 ID:nzrkzl_DlhpsggrFkkmpjSzylly-MCwRM53crs 1 cSmpl?5bteowYdSRiJG?fvDvU hEzMBL9 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=-50,34-350-35,15-35=-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(Ib) 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) IIUIRn IU@U VI.pilyu 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 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 -f • I Job :Truss Truss Type I Sty Ply TAYLOR MORR-MH TU-TRIPLEX(A) R75987262 25185-1 A23 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 10:30:28 2023 Page 3 ID:nzrkzl_DlhpsggrFkkmpjSzylly-MCwRM53crs 1 cSmpl?5bteowYdSRiJG?fvDvU h 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(Ib) 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) Vert: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(plf) Vert:1-6=-29,6-7=-94,7-28=-94,11-28=-64,11-12=-64,13-20=-20 Concentrated Loads(lb) 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(Ib) 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 1 v.ununueu UT paye __• 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 1111 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/TP11 Quality Criteria,DS8.89 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 ;.i Qty Ply TAYLORMORR-MHTU-TRIPLEX(A) R75987262 25185-1 A23 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 10:30:28 2023 Page 4 ID:nzrkzl_DlhpsggrFkkmpjSzylly-MCwRM53crs 1 cSmpl?5bteowYdSRiJG?fvDvUh EzMBL9 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(Ib) 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(lb) 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(plf) 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(lb) Vert:6=-35 36=-35(F) 34)7th Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) 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(lb) 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(lb) 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 v,unmrucu VI payo 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 MiT®k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1P11 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 1 Job Truss Truss Type Qty 1 Ply 1 TAYLOR MORR-MH TU-TRIPLEX(A) R75987262 25185-1 A23 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 10,3028 2023 Page 5 I D:nzrkzl_DlhpsggrFkkmpjSzylly-MCwRM53crs 1 cSmpl?5bteowYdSRiJG?fvDvU h 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(Ib) 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(Ib) 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(pit) 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(lb) 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(pit) 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.5/19/202D 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/TP11 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 • Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 /4• Center plate on joint unless x,y dimensions shown in ft-in-sixteenths 6-4-8 Failure to Follow Could Cause Property offsets are indicated. I (Drawings not to scale) Damage or Personal Injury MMDimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g. �8 Apply plates to both sides of truss 1 2 3 diagonal or X-bracing,is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer.For 1 wide truss spacing,individual lateral braces themselves 0'/1fi" N may require bracing,or alternative Tor I bracing should be considered. I 3. Never exceed the design loading shown and never Ostack materials on inadequately braced trusses. U4. Provide copies of this truss design to the building Qdesigner,erection supervisor,property owner and For 4 x 2 orientation,locate C7-s C6-7 C5-6 I— all other interested parties. plates 0- ,16"from outside BOTTOM CHORDS 1 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 7. Design assumes trusses will be suitably protected from Connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. `Plate 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 location upon 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. , Indicated 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 14.Bottom chords require lateral bracing at 10 ft.spacing, if indicated. Lumber design values are in accordance with ANSI/TPI 1 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. 16.Do not cut or alter truss member or plate without prior j Indicates location where bearings approval of an engineer. (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved AAA reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. MN 18.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 19.Review all portions of this design(front,back,words ANSI/TPI1: National Design Specification for Metal and pictures)before use.Reviewing pictures alone 9 P snot sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. MiTek® 20.Design assumes manufacture in accordance with BCSI: Building Component Safety Information, ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic Guide to Good Practice for Handling, Installing&Bracing of Metal Plate or other loads other than those expressly stated. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.5/19/2020