Report (2) 11111110111111INS IVED
MiTek
�f
E
MiTek USA, Inc.
MiTek USA, Inc.
400 Sunrise Avenue,Suite 270
Roseville,CA 95661
Telephone 916-755-3571
Re: 25408
7660 SW FIR ST. /Wainwright
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: R71605622 thru R71605649
My license renewal date for the state of Oregon is December 31,2023.
Ep PROFFS
ANG I N EFR si�y
.9
8920 PE r
�y OREGON �AZ
14,
MERRI��
-2
July 14,2022
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.
Job Truss Truss Type Qty Ply 7660 SW FIR ST./Wainwright
R71605622
25408 AIG California Girder 1 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:32:43 2022 Page 1
ID:OuYdni5TGB9f6MWrZe4mANzb2Z8-CYpf?gGpozzPkhFblpU6jEpN_uhTWht04V WLQ6yy80o
3-0-0 3 8-3 7-2-0 10-11 8 14-9-0 18 6 8 22 4-0 25 9 13 29 6-0 32 6-0
3-M 38-3 35-13 3-9-8 3-9 8 3-9 8 3-9 8 35-13 36-3 30-0
Scale=1:58.8
8x10 M18AHS
3x4 11 BAD M18AHS
4.00 12 3x8= 3x8=
4 4 25 26 27 29 6 30 1 32 3 34 8
3x4 3x4
9
23 32Lan
2 10
i,
37 16 38 39 15 40 41 42 43 14 44 45 46 47 13 48 12 49 50
8x14 3x4 11 LUS24 8x8= LUS24 LUS24 Bx16 M18AHS= LUS24 LUS24 8x8= 3x4 11 LUS24 8x14
LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24
3 6 3 7-2-0 14-9-0 22-4-0 25-9.13 296-0
3�8-3-3 3-5-13 7-7-0 7-7-0 35-13 3-8-3
Plate Offsets(X Y)- [2:0-2-12,0-3-2],[4:0-3-8,Edge],[8:0-3-8,Edge],110:0-2-12,0-3-21,113:0-4-0,0-441,[14:0.8-0,05-4],[15:0-4-0,0-4-4]
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/def1 Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.53 14 >665 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -1.06 14 >334 180 M18AHS 169/162
TCDL 7.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.20 10 n/a n/a
BCLL 0.0 Code IBC2018frP12014 Matrix-MS Weight:176 Ib FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2X4 DF 240OF 2.0E G*Except* TOP CHORD Structural wood sheathing directly applied or 2-1-6 oc purlins,except
4-8:2X6 OF SS G 2-0-0 oc purlins(2-3-1 max.):4-8.
BOT CHORD 2X6 DF 240OF 2.0E G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2X4 DF Std G
WEDGE
Left:2x6 DF SS-G,Right:2x6 DF SS-G
REACTIONS. (size) 2=0-5-8,10=05-8
Max Horz 2=-49(LC 11)
Max Uplift 2=-408(LC 10),10=-408(LC 11)
Max Grav 2=3791(LC 35),10=3791(LC 35)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-7486/726,34=-8136/802,45=-7710/781,5-6=-10682/1030,6-7=-10682/1030,
7-8=-7710/781,8-9=-8136/802,9-10=-7487/725
BOT CHORD 2-16=64017011,15-16=640f)'011,14-15=99719865,13-14=-971/9865,12-13=-63017012,
10-12=-630/7012
WEBS 3-16=585/128,3-15=-224/880,4-15=-129/2150,8-13=-129/2150,9-13=-224/880,
9-12=-585/127,5-15=-2707/396,5-14=0/1040,6-14=-729/245,7-14=0/1039,
7-13=-2707/395
� �pS
NOTES- � PROFF
1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp B;Enclosed; �c�t �NGIN EF9 S/�
MWFRS(envelope)gable end zone and C-C Exterior(2E)-3-0-0 to 0-M,Interior(1)0-0-0 to 7-2-0,Exterior(2R)7-2-0 to 11-4-15, 2
Interior(1)1111-15 to 224-0,Exterior(2R)22-4-0 to 26-6-15,Interior(1)26-6-15 to 32-6-0 zone;cantilever left and right exposed;end � 9
vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Q 89200PE
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
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding. O OREGON Q
6)All plates are MT20 plates unless otherwise indicated. �G tk 1,<�
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /O q�•14,
rLQ •i'
8)'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 M P
will fit between the bottom chord and any other members. E
9)A plate rating reduction of 20%has been applied for the green lumber members. R R
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 408 Ib uplift at joint 2 and 408 Ib uplift
at joint 10.
11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSUTPI RENEWAL DATE: 12-31-2023
1. July 14,2022
12 Gra ical urlin re resentation does not de ict the size or the orientation of the Durlin along the too and/or bottom chord.
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 ANSIITP11 Quality Cr/fer/a,DSB-89 and BCSI Building Component MiTek USA,Inc.
Safety Infermetlon available from Truss Plate Institute,2670 Crain Highway,Suite 203 Wakloff,MD 20601 400 Sunrise Avenue,Suite 2.70
Roseville CA 95661
Job Truss Truss Type Qty Ply 7660 SW FIR ST./Wainwright
R71605622
25408 AIG California Girder 1 1
Job Reference(optional)
Pacific Lumber 8 Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:32:43 2022 Page 2
ID:OuYdni5TGB9f6MWrZe4mANzb2Z8-CYpf?gGpozzPkhFblpU6jEpN_uhTWhtO4V WLQ6yy8Oo
NOTES-
13)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 4-M oc max.starting at 2-0-12 from the left end to 27-5-4 to
connect truss(es)to front face of bottom chord.
14)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 25-5-4 from the left end to connect truss(es)to front face of bottom chord,
skewed 0.0 deg.to the right,sloping 0.0 deg.down.
15)Fill all nail holes where hanger is in contact with lumber.
16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)337 Ib down and 186 Ib up at 7-11-12,336 Ib down and 152 Ib up at
10-0-12,319 Ib down and 158 Ib up at 12-0-12,277 Ib down and 158 Ib up at 14-0-12,277 Ib down and 158 Ib up at 15-5-4,319 Ib down and 158 Ib up at 17-5-4,and
336 lb down and 152 lb up at 19-54,and 337 Ib down and 186 lb up at 21-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of
others.
17)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plf)
Vert:1.4=-64,4-8=-64,8-11=-64,17-20=-20
Concentrated Loads(lb)
Vert:24=-238 25=-269 27=-249 29=-207 30=-207 32=-249 34=-269 35=-238 37=-107(F)38=-40(F)39=-548(F)40=-87(F)41=-85(F)42=-77(F)43=-72(F)
44=-72(F)45=-77(F)46=-85(F)47=-87(F)48=-548(F)49=40(F)50=-107(F)
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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?Pll 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 Sundae Avenue,Suite 270
Roseville CA 95661
Job Truss Truss Type City Ply 7660 SW FIR ST./Wainwright
R71605623
25408 A2 California 1 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:32:46 2022 Page 1
ID:OuYdni5TGB9f6MWrZe4mANzb2Z8c7VnesJh5uL_b8 AzxlpLtRun5jXjBgSmT171Ryy801
3-0-0 4 8-3 9-5-0 9- 15 14-9-0 19 7-1 2 -1 24-9-13 29-0-0 32&-0
3-0-0 4 8-3 4-8-13 0- 5 4-10-1 4!10-11 0 - 5 4-8--113 4 8 3 3-0-0
Scale=1:58.8
5x8=
1.5x4 II 5x8=
4.00 12 5 5 15ZI 26 15ZI 27 6 28 29 30
1.5x4 Z:� 1.5x4
4 24 31 8
��—�3 9 3x8 z O
2 10
23 32
1LL, t1�d
14 13 12
8x8 II 3x4= 5x8= 3x4= 8x8 II
9-5-0 14-9-0 20.1-0 61 29. 0
r 9-5-0 5.4-0 5 4-0 95-0
Plate Offsets(X Y)— [2:1-3-1320-1-8],[2:04-5,Edge],[5:0-3-12,0-1-81,[7:0-3-12,0-1-81,110:1-3-13,0-"],[10:0.4-5,Ed9e],[13:0-4-0,0-3-0]
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) lldefl Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.31 13 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.53 12-13 >667 180
TCDL 7.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.15 10 We n/a
BCLL 0.0 Code IBC2018ITP12014 Matrix-MS Weight:142 lb FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins,except
BOT CHORD 2X4 DF No.1&Btr G 2-M oc purlins(3-0-11 max.):5-7.
WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-"oc bracing.
SLIDER Left 2x4 DF No.1&Btr-G-3-0-0,Right 2x4 DF No.1&Btr-G-3-"
REACTIONS. (size) 2=0.5-8,10=0-5-8
Max Harz 2=-55(LC 11)
Max Uplift 2=-271(LC 10),10=-271(LC 11)
Max Grav 2=2095(LC 35),10=2095(LC 35)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 24=-3639/438,4-5=-3512/392,5.6=-3802/474,6-7=3802/474,7-8=-3512/392,
8-10=-3640/438
BOT CHORD 2-14=-350/3372,13-14=-289/3306,12-13=-278/3306,10-12=-345/3372
WEBS 4-14=-260/280,5-14=0/280,5-13=-140/739,6-13=-606/168,7-13=-140/739,7-12=0/280,
8-12=-260/280
NOTES-
1)Wind:ASCE 7-16;Vuk=120mph(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)-3-"to 0-0-0,Interior(1)0-"to 9-6-12,Exterior(2R)9-6-12 to 13-9-11,
Interior(1)13-9-11 to 19-114,Exterior(2R)19-11-4 to 24-2-3,Interior(1)24-2-3 to 32-6-0 zone;cantilever left and right exposed;end 0 PRO
vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
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
3)Unbalanced snow loads have been considered for this design. /L
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads. 8920 PE
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-641 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8)A plate rating reduction of 20%has been applied for the green lumber members. OREGON
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 271 Ib uplift at joint 2 and 271 Ib uplift at �G 1tk
joint 10. / q y14,2Q �.
10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPIP
1. MEPRO-
12)
R I L�-
11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)185 Ib down and 130 Ib up at
9-11-12,125 Ib down and 88 Ib up at 12-0-12,132 Ib down and 93 Ib up at 14-0-12,132 Ib down and 93 Ib up at 15-54,and 125
Ib down and 88 Ib up at 17-5-4,and 185 Ib down and 130 Ib up at 19-64 on top chord. The design/selection of such connection RENEWAL DATE: 12-31-2023
device(s)is the responsibility of others. July 14,2022
Ldlludfu
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,Bre building designer must verity the applicability of design parameters and properly incorporate this design into the overall HE'
building design, Bracing indicated is to prevent buckling of individual truss web andfor 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 buss systems,see ANSI/fPlf Quality Crttarla,DSB-89 and BCSI Building Component MiTek USA,Inc.
Safety Information available from Truss Plate Institute,2670 Cram Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270
Roseville CA 95661
Job Truss Truss Type City Ply 7660 SW FIR ST./Wainwright
R71605623
25408 A2 California 1 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:32:46 2022 Page 2
ID:OuYdni5TGB9f6MW rZe4mANzb2Z8-c7VnesJh5uL_b8_Azx1 pLtRun5jXjBgSmTI?l Ryy801
LOAD CASE(S) Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plf)
Vert:1-5=-64,5-7=-64,7-11=-64,15-19=-20
Concentrated Loads(lb)
Vert:25=-86 26=-59 27=-62 28=-62 29=-59 30=-86
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
v 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 ANS11TPI1 Quality Cdtoria,DSB-89 and BCSI Buildings 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 7660 SW FIR ST./Wainwright
R71605624
25408 A3 California 1 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:32:50 2022 Page 1
ID:OuYdni5TGB9f6MWrZe4mANzb2Z8-UukITDMC96sP4mHxCn6MbbUi5Vf 1 P2h5jDACyy8Oh
11-10-15
-3-0-0 4-8-3 93-0 11-6-15 14-9-0 17-7-1 17 11-1 20-1-0 24-9-13 29-6 0 32-6-0
3-0-0 4.8-3 4-8-13 2-1-15 0.4-0 2-10-1 2-10.1 04-0 2-1-15 4-8-13 43-0
Scale=1:59.7
4x6 1.5x4 II 1.5x4 II
8x8 1.5x4 11 7x6= 4x6
4.00 12 6 3 34 5ZI 35 37 11 38 8x8
5 A.
30 31
1.5x4� 29 ol 1.5x4
3x8 4 13 3x8� T
28 3 14 32 v
2 15
1 1614
19 18 17
8x8 11 3x4= 5x8= 3x4= 8x8 11
95-0 14-9-0 20-1-0 29-6-0
95-0 54-0 54-0 9-5-0
Plate Offsets(X Y)— [2:0-4-5 Edge] [6:0-2-8,0-2-0] [11:0-2-8,0-2-0],[15:0-4-5,Edge] [18:0-4-0.0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.28 17-18 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.48 17-18 >731 180
TCDL 7.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.15 15 We n/a
BCLL 0.0
BCDL 10.0 Code IBC2018/TPI2014 Matrix-MS Weight:158 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&BU G TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins,except
BOT CHORD 2X4 DF No.1&Btr G 2-0-0 oc purlins(6-M max.):5-12,6-11. Except:
WEBS 2X4 DF Std G 1 Row at midpt 5-8,8-12
SLIDER Left 2x4 DF No.1&Btr-G-3-0-0,Right 2x4 DF NoA&Btr-G-3-M BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.
JOINTS 1 Brace at Jt(s):8
REACTIONS. (size) 2=0-5-8,15=0-5-8
Max Horz 2=-66(LC 19)
Max Uplift 2=-252(LC 10),15=-252(LC 11)
Max Grav 2=2096(LC 35),15=2096(LC 35)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 24=-3633/387,4-5=35261359,5-6=-959/134,5-7=-2690/296,7-8=-2690/296,
8-10=-2690/296,10-12=2690/296,11-12=959/134,12-13=-3526/359,13-15=-3633/386,
6-9=-847/126,9-11=-8471126
BOT CHORD 2-19=-307/3365,18-19=246/3324,17-18=-252/3324,15-17=-296/3365
WEBS 5-19=0/282,5-18=-119/509,8-18=-282/187,12-18=-108/509,12-17=0/282,
8-9=-391/136
NOTES-
1)Wind:ASCE 7-16;Vult=120mph(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)-3-0-0 to 0-M,Interior(1)0-M to 11-6-15,Exterior(21R)11-6-15 to �� EO PROF ss
15-9-14,Interior(1)15-9-14 to 17-11-1,Exterior(2R)17-11-1 to 22-2-0,Interior(1)22-2-0 to 32-"zone;cantilever left and right F
exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate AGO GIN /O2
grip DOL=1.60
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 �� 9
3)Unbalanced snow bads have been considered for this design. 8920OPE
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide OREGON
will fit between the bottom chord and any other members. �G Ntk
8)A plate rating reduction of 20%has been applied for the green lumber members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 252 Ib uplift at joint 2 and 252 Ib uplift at Q V 14,
joint 15. MER R
10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI
1.
11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)173 Ib down and 126 Ib up at RENEWAL DATE: 12-31-2023
11-11-12,125 Ib down and 88 Ib up at 14-0-12,and 125 Ib down and 88 Ib up at 15-54,and 173 Ib down and 126 Ib up at 17-64 July 14,2022
on to chord. The desi n/selection of such connection devices is the resDonsibilitv of others.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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,sae ANSI/7PIf Quality Criterta,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 2J0
Roseville CA 95661
Job Truss Truss Type Qty Ply 7660 SW FIR ST./Wainwright
25408 A3 California71605624ornia 1 1
Job Reference(optional)
Pacific Lumber 8 Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:32:50 2022 Page 2
I D:OuYdni5TGB9f6M WrZe4mANzb2Z8-UuklTDMC96sP4mHxCn6lVjbbUi5Vf1 P2h5jDACyy80h
LOAD CASE(S) Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plf)
Vert:1-5=-64,5-6=-64,11-12=-64,12-16=-64,20-24=-20,6-11=-64
Concentrated Loads(lb)
Vert:33=-74 35=-59 36=-59 38=-74
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 ANSVTPI1 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 Truss Type Qty Ply 7660 SW FIR ST./Wainwright
871605625
25408 A4 California 1 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:32:53 2022 Page 1
ID:OuYdni5TGB9f6MWrZe4mANzb2Z8-vTQQ6FO4R1 E_xDOWtvfS7LD3Pw5csOmUN3xtnXyy80e
14-9-0 15-11-1
-311 4-&3 9-5-0 13-0-15 13- 15 5-7- 20-1-0 24-9-13 29.6-0 32-6-0
3-0-0 4-8-3 4$-13 4-1-15 04-0 10. 4-1-15 4-8-13 4-BJ 3-0-0
0-10.1 04-0 Scale=1:59.7
1.5x4 II
4x4� 4x4
1.5x4 11
5x8 \\ 6 1 9 2 3
4.00 12 5x8
5 8 1. 4
1.5x4 Y9 1.5x4
27 28 1230
3x8 4
% 3x8 a o
3 13
2 14
�1 15Id
18 17 16
8x8 11 3x4= 5x8= 3x4= 8x8 11
9-5-014-9-0 20-1-0 29-6-0
9-5-0 54-0 54-0 9-5-0
Plate Offsets(X Y)- [2.04-5 Edge] [14.04-5 Edge] [17:0-4-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.28 17-18 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.47 17-18 >746 180
TCDL 7.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.16 14 n/a n/a
BCLL 0.0
BCDL 10.0 Code IBC2018ITP12014 Matrix-MS Weight:160 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc pur ins,
BOT CHORD 2X4 DF No.1&Btr G except
WEBS 2X4 DF Std G 2-M oc purlins(5.4-12 max.):5-11,6-9.
SLIDER Left 2x4 DF No.1&Btr-G-3-0-0,Right 2x4 DF No.1&Btr-G-3-M BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.
JOINTS 1 Brace at Jt(s):8
REACTIONS. (size) 2=0-5-8,14=0-5-8
Max Horz 2=-75(LC 62)
Max Uplift 2=-286(LC 10),14=-272(LC 11)
Max Grav 2=2196(LC 36),14=2192(LC 36)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 24=-3880/488,4-5=-3823/443,5-6=-1717/262,5-7=-1876/198,7-8=-1876/198,
8-10=-1876/198,10-11=-1876/198.9-11=-1717/264,11-12=-3817/421,12-14=-3867/432,
6-9=-1528/260
BOT CHORD 2-18=-373/3592,17-18=-319/3613,16-17=-314/3609,14-16=536/3581
WEBS 5-18=0/272,5-17=367/87,8-17=-5/395,11-17=-344/134,11-16=0/274
NOTES-
1)Wind:ASCE 7-16;Vuk=120mph(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)-3-0-0 to 0-M,Interior(1)0-"to 13-6-15,Exterior(2E)13-0-15 to
15-11-1,Exterior(2R)15-11-1 to 19-11-4,Interior(1)19-11-4 to 32-6-0 zone;cantilever left and right exposed;end vertical left and rD PRO
right orces
S for
ions
r DOL=1.60
ate grip
2)TCLL:ASCE 7-16;for members and Pf=25 0 psf(LumfDOL=1.5 Plante DOL=1`15);Is 1.0;RoughhCatt B;PartiallylExp.;Ce 01 0;Cs=1.00;Ct=1.10 ` �NGIN
3)Unbalanced snow bads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs -9
non-concurrent with other live loads. 8920OPE r
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a live bad 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.
8)A plate rating reduction of 20%has been applied for the green lumber members. OREGON
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 286 Ib uplift at joint 2 and 272 Ib uplift at �G 1tk
joint 14. /O 'q Y 14
10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI ' �P
1. MERR1l -
11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)114 Ib down and 114 Ib up at
5-6-12,and 210 Ib down and 101 Ib up at 13-11-12,and 210 Ib down and 101 Ib up at 15-64 on top chord. The design/selection
of such connection device(s)is the responsibility of others. RENEWAL DATE: 12-31-2023
July 14,2022
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 parameter: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 No'
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
fabdcabon,storage,delivery,erection and bracing of trusses and truss systems,see ANSVI Pl1 Quaft CAterfe,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 2]0
Roseville CA 95661
Job Truss Truss Type Qty Ply 7660 SW FIR ST./Wainwright
871605625
25408 A4 California 1 1
_ Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:32:53 2022 Page 2
ID:OuYdni5TGB9f6MWrZe4mANzb2Z8-vTQ06FO4R1 E_xDOWMS7LD3Pw5csOmUN3xtnXyy8Oe
LOAD CASE(S) Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plf)
Vert:15=54,5-6=54,9-11=-64,11-15=-64,19-23=-20,6-9=-64
Concentrated Loads(lb)
Vert:28=-14 31=-160 32=-160
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 ANS&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 Truss Truss Type Qty Ply 7660 SW FIR ST./Wainwright
R71605626
25408 A5 Common 1 1
Job Reference o tional
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:32:55 2022 Page 1
I D:OuYdn i5TGB9f6M W rZe4mANzb2Z8-rsXBWxQLzfU iAXAv?KiwCm IRRjoaKGCngNQ_rQyy80c
120 7-6-4 14-9-0 21-11-12 29-6-0 32-6-0
3-0-0 7-64 7-2-12 7-2-12 7-6-4 3-0-0
Scale=1:56.9
4x8=
5
4.00 Fl2 22 23
1.5x4
1.5x4
4 21 246
3x6 3x6
3 7
2 8
9 10a
12 25 11 10
3x6= 4x8= 3x6= 5x8 11
5x8 I
9-11-3 19-6-13 29-"
9-11-3 9-7-11 9-11-3
Plate Offsets(X Y)= [2:0-4-5 Edge] [8:0.45 Edge]
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loo) Udefl Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.34 10-12 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.75 10-12 >475 180
TCDL 7.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.11 8 n/a n/a
BCLL 0.0 Code IBC20181TPI2014 Matrix-MS Weight:128 Ib FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2X4 DF 240OF 2.0E G TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins.
BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.
WEBS 2X4 DF Std G
SLIDER Left 2x4 DF No.1&Btr-G-3-",Right 2x4 DF No.1&Btr-G-3-"
REACTIONS. (size) 2=0-58,8=0-5-8
Max Horz 2=80(LC 14)
Max Uplift 2=-222(LC 10),8=-222(LC 11)
Max Grav 2=1454(LC 3),8=1454(LC 4)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-2712/328,4-5=2476/281,5-6=-2476/281,6-8=-2712/328
BOT CHORD 2-12=-213/2536,10-12=-1 13/1775,8-10=-234/2536
WEBS 5-10=-33/864,6-10=-522/190,5-12=-33/864,4-12=-522/190
NOTES-
1)Wind:ASCE 7-16;Vult=120mph(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)-3-0-0 to 0-0-0,Interior(1)0-"to 14-9-0,Exterior(2R)14-9-0 to 17-9-0,
Interior(1)17-9-0 to 32-6-0 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
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 ��REO P ROFFss
3)Unbalanced snow bads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ANG I N EFR /O2
non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -9
6)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 tall by 2-0-0 wide 89200 P E
will fit between the bottom chord and any other members,with BCDL=I O.Opsf.
7)A plate rating reduction of 20%has been applied for the green lumber members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 222 Ib uplift at joint 2 and 222 Ib uplift at
joint 8.
9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI)1. Q Q
y 149 Ik
2��P+,�
MER R I O-
RENEWAL DATE: 12-31-2023
July 14,2022
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE VIII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MTel 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 HE
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 ANSIITM1 qualify Crkarla,DSB-99 and BCSI Building Compononr Mil 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 7660 SW FIR ST./Wainwright
R71605627
25408 B1G Common Girder 2 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:32:56 2022 Page 1
ID:OuYdni5TGB9f6MWrZe4mANzb2Z8-J25ZkHQzkycZohl5Z2D91_rgx78f3jCx31 AXNsyy80b
_ -3-0-03-7-12 7-M 10-4-4 14-0-0 _ 17-0-0
3-0-0 3-7-12 3-4-4 3.4-4 3-7-12 3-0-0
Scale:3/8"=1'
4x6=
Special
5
4.00 FIT ,
1.5x4 1.5x4
19 20
4 6
3x4 3x4
3 7
2 8
9 Id
21 22 23 t0 24 25 26
8x8 11 LUS24 LUS24 LUS24 3x8- LUS24 LUS24 LUS24 8x8 II
7-0-0 14-0-0
7-0-0 7-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.12 10-17 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.76 Vert(CT) -0.26 10-17 >659 180
TCDL 7.0 Rep Stress Incr NO WB 0.33 Horz(CT) 0.03 8 n/a n/a
BCLL 0.0 Code IBC2018/TPI2014 Matrix-MS Weight:65 Ib FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORD 2X4 DF 240OF 2.0E G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2X4 DF Std G
SLIDER Left 2x4 DF No.1&Btr-G-1-6-0,Right 2x4 DF No.1&Btr-G-1-6-0
REACTIONS. (size) 2=0-5-8,8=0-5-8
Max Horz 2=-48(LC 11)
Max Uplift 2=-242(LC 10),8=-242(LC 11)
Max Grav 2=1538(LC 21),8=1538(LC 22)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-2340/302,4-5=-2087/249,5-6=-2087/249,6-8=-2340/302
BOT CHORD 2-10=-213/2161,8-10=-224/2161
WEBS 5-10=0/756
NOTES-
1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2E)-3-0-0 to 0-0-0,Interior(1)0-"to 7-0-0,Exterior(2R)7-"to 10-0-0,
Interior(1)10-0-0 to 17-0-0 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
2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate D0L=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10
3)Unbalanced snow bads have been considered for this design. �� E� PROF rss
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs F
non-concurrent with other live loads. \5 ANG I N EF,4 /02
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 bad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -9
will fit between the bottom chord and any other members. 89200 PE r
7)A plate rating reduction of 20%has been applied for the green lumber members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 242 Ib uplift at joint 2 and 242 Ib uplift at
joint 8.
9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at Q
2-0-12 from the left end to 11-11-4 to connect trussOREGONes)to front face of bottom chord. �G � ��
11)Fill all nail holes where hanger is in contact with lumber. / q 0
12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)264 Ib down and 195 Ib up at O Y 1 4,2
7-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. MER R k-`
13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOADCASE(S) Standard RENEWAL DATE: 12-31-2023
July 14,2022
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.5119/2020 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 Welk'
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/7Pi1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc.
Safety Inlbrmation 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 7660 SW FIR ST./Wainwright
871605627
25408 B1G Common Girder 2 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:32:57 2022 Page 2
I D:OuYdn i5TG B9f6M W rZe4mANzb2Z8-nEfxxcRbVGkOOrKH6lkOH BOrhXUuoAR41 hv4wlyy80a
LOAD CASE(S) Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plf)
Vert:15=.64,5-9=-64,11-15=-20
Concentrated Loads(Ib)
Vert:5=-258(F)21=-33(F)22=-452(F)23=-28(F)24=-28(F)25=-452(F)26=-33(F)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 BEFORE USE assess
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 andfor chord members only.Additional temporary and permanent bracing WOW
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 buss systems,see ANSUTP11 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 2]0
Roseville CA 95661
Job Truss Truss Type Qty Ply 7660 SW FIR ST./Wainwright
R71605628
25408 B2 Common 2 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MITek Industries,Inc. Thu Jul 14 13:32:58 2022 Page 1
ID:OuYdni5TGB9f6MW rZe4mANzb2Z8-FRDJ9ySDGasH 1?vUgTFdgpwl SxwhXh5EXLfeSlyy80Z
3-M 3-7-12 7-M 10-4-4 14-00 17-0-0
3-0-0 3-7-12 3-4-4 3-4_4 3-7-12 3 0-0
Scale:3/8"=1'
4x4=
5
4.00 12
1.5x4
1.5x4
19
t20
3x4 \ 3x4
3 7
2 8
10
5x8 11 3x8= 5x8
7-0-0 14-"
7-M 7-0-0
Plate Offsets(X,Y)— [2:0-3-4,0-0-71,[8:0-4-5,0-0-7]
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.03 10 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.08 10-13 >999 180
TCDL 7.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.02 8 n/a n/a
BCDL 10.0 Code IBC2018/TPI2014 Matrix-MS Weight:65 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.
WEBS 2X4 DF Std G
SLIDER Left 2x4 DF No.1&Btr-G-1-",Right 2x4 DF No.1&Btr-G-1-6-0
REACTIONS. (size) 2=0-5-8,8=0-5-8
Max Horz 2=-48(LC 11)
Max Uplift 2=-164(LC 10),8=-164(LC 11)
Max Grav 2=893(LC 21),8=893(LC 22)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-1038/319,4-5=-768/127,5-6=-768/127,6-8=-1038/319
BOT CHORD 2-10=-96/929,8-10=-106/929
WEBS 5-10=0/284,6-10=-257/94,4-10=-257/94
NOTES-
1)Wind:ASCE 7-16;Vuft=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2E)-3-0-0 to 0-0-0,Interior(1)0-M to 7-0-0,Exterior(2R)7-M to 10-0-0,
Interior(1)10-M to 17-0-0 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
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 �� EO PROF ss
3)Unbalanced snow loads have been considered for this design. Q� F
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �NG'N EF9 /�2
non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9
6)'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 8920 PE
will fit between the bottom chord and any other members. y ,
7)A plate rating reduction of 20%has been applied for the green lumber members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 164 Ib uplift at joint 2 and 164 Ib uplift at
joint 8.
9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9G REGON
MERR I O-
RENEWAL DATE: 12-31-2023
July 14,2022
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev,5119/2020 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 property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPlf Quality Criteria,DSB-89 and BCS/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 City Ply 7660 SW FIR ST./Wainwright
R71605629
25408 B3 Common 9 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:32:59 2022 Page 1
ID:OuYdni5TGB9f6M WrZe4mANzb2Z8-kdniMlTrl t_7f8TgEAmsNcTCCKGvG8HNl?OB_Byy80Y
-3-0-03-7-12 7-0-0 104-4 14-0-0
3-0-0 3-7-12 3-4-4 3-44 3-7-12
Scale=1:27.3
4x4=
5
4.00 12 1.5x4- 1.5x4
18 19
4 6 20
3x4% 3x4
7
3
8
2
� Id
9
3x8= 5x8 II
5x8 11
7-0-0 14-"
7-0-0 7-M
Plate Offsets(X Y)-- [2:0-4-5,0-0-71,[8:0-3-4,0-2-7]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.03 9-12 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.08 9-12 >999 180
TCDL 7.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.02 8 n/a n/a
BCLL 0.0 Code IBC2018/TP12014 Matrix-MS Weight:61 Ib FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins.
BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.
WEBS 2X4 DF Std G
SLIDER Left 2x4 DF No.1&Btr-G-1-6-0,Right 2x4 DF No.1&Btr-G-1-6-0
REACTIONS. (size) 8=0-5-8,2=0-5-8
Max Horz 2=65(LC 10)
Max Uplift 8=-53(LC 11),2=-167(LC 10)
Max Grav 8=681(LC 22),2=903(LC 21)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-1061/329,4-5=-797/174,5-6=-842/186,6-8=1183/248
BOT CHORD 2-9=-186/950,8-9=197/1086
WEBS 5-9=0/295,6-9=-366/128,4-9=-251/83
NOTES-
1)Wind:ASCE 7-16;Vuk=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2E)-3-0-0 to 0-M,Interior(1)0-M to 7-0-0,Exterior(2R)7-"to 10-0-0,
Interior(1)10-M to 14-0-0 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
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 � D PRO
bFFss
3)Unbalanced snow ads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs GJ �NGI N EFn /O2
non-concurrent with other live loads. 7
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9
6)`This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Q 8920OPE
will fit between the bottom chord and any other members.
7)A plate rating reduction of 20%has been applied for the green lumber members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 53 Ib uplift at joint 8 and 167 Ib uplift at
joint 2.
9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9 OREGON
14 20"tk
P+�
MERRIO- 0
RENEWAL DATE: 12-31-2023
July 14,2022
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.5119/2020 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 andfor 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 ANS11TP11 Qualify Criteria,DS849 and BCSI Building Component MiTek USA,Inc.
Salty Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite Z70
Roseville CA 95661
Job Truss Truss Type Qty Ply 7660 SW FIR ST./Wainwright
R71605630
25408 H1 Corner Rafter 2 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:08 2022 Page 1
ID:OuYdni5TGB9f6M WrZe4mANzb2Z8-zMg5FNaVve7sEXgPGZRzEVLmrzPMtDNiqu4ApAyy80P
-4-2-15 8-4-2 8--13 11-4-12 14-2-11 17-0-10 19-10-9 0-8-1 il
4-2-15 B-4-2 0- - 1 2-9-15 2-9-15 2-9-15 2-9-15 -10
Scale:1/4"=1'
NAILED
8 9
3x6_ NAILED N
NAILED 7
2.83 12 NAILED5 6
NAILED NAILED
4x8 11 4
NAILED NAILED 4x8=
NAILED 4x8= 3
4x8
4x8% 11
� �
7x6= 10
dqy 2
'-
OVERHANG SUPPORT BY SOFFIT RETURN.
POSITIVE CONNECTIONS FOR HORIZONTAL
REACTIONS SHOWN BELLOW TO EACH END
BY BUILDING DESIGNER.
4-2-15 84-2
4-2-15 84-2 1
Plate Offsets(X,Y)— [2:0-1-11,0-2-13),[3:0-0-0,0-0-3)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.07 2-3 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.13 2-3 >812 180
TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 8 n/a n/a
BCLL 0.0 Code IBC2018/TPI2014 Matrix-MP Weight:53 Ib FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G*Except" TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
2-3:2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. All bearings 0-2-2 except Qt=length)2=0-5-8.
(lb)- Max Horz 1=-548(LC 1),2=548(LC 1)
Max Uplift All uplift 100 Ib or less at joint(s)5,7,8 except 2=-108(LC 10),3=-125(LC 10),4=-113(LC 10)
Max Grav All reactions 250 Ib or less at joint(s)except 2=573(LC 1),3=504(LC 1),4=419(LC 20),5=267(LC 20),
7=252(LC 20),8=251(LC 20)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-429/587,2-3=-302/92
NOTES-
1)Wind:ASCE 7-16;Vult=120mph(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 Corner(3)-4-1-14 to-0-1-6,Exterior(2R)-0-1-6 to 20-8-13 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
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
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �GD P R OF SS
will fit between the bottom chord and any other members. Q� F
6)A plate rating reduction of 20%has been applied for the green lumber members.
7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �A-
capacity of bearing surface. -�
8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1,3,4,5,7,8. 8920OPE
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,7,8 except
(jt=1b)2=108,3=125,4=113.
10)Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s)1,3,4,5,7,8.
11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI
1. Q Q`
12)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. �G 1tk
13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plf)
Vert:1-9=-64
RENEWAL DATE: 12-31-2023
July 14,2022
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 ANSLITP11 Quality Criteria,DSB-89 and BCS/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 7660 SW FIR ST./Wainwright
R71605630
25408 H1 Comer Rafter 2 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 is May 20 2022 MiTek Industries,Inc.Thu Jul 14 13:33:08 2022 Page 2
I D:OuYdni5TGB9f6M W rZe4mANzb2Z8-zMg5FNaVve7sEXgPGZRzEVLmrzPMtDN iqu4ApAyy80 P
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:3=-97(F)4=-216(8)5=-28(B)7=-28(B)8=-37(B)10=-36(F=24,B=-62)11=-44(F=-14,B=-30)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIIJ4'73 rev.5119/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters sham,and is for an individual building component,not
a truss system,Before use,the building designer must verify the applicability of design parametens 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 ANSUTP11 Quality Critarra,DS949 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 2,70
Roseville CA 95661
Job Truss Truss Type Qty Ply 7660 SW FIR ST./Wainwright
R71605631
25408 H2 Rafter 4 1
Job Referenceo tional
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:09 2022 Page 1
ID:OuYdni5TGB9f6M WrZe4mANzb2Z8-RYOUTja7gyFjshEbpHyCnjtvHMlbcgcr2YpjLcyy800
F -4-2-15 5-6-3 5 -4 9-95
4-2-15 5-6-3 0-- 1 4-0-7
Scale=1:27.2
NAILED
NAILED 4
NAILED 7 I�
2.83 12 3x8 11
NAILED 3x8 11 3
3x8 11 NAILED
6
7x6=
5 N
TT 2
1
OVERHANG SUPPORT BY SOFFIT RETURN.
POSITIVE CONNECTIONS FOR HORIZONTAL
REACTIONS SHOWN BELLOW TO EACH END
BY BUILDING DESIGNER.
-4-2-15 5-6-3
4-2-15 5-6-3
Plate Offsets(X,Y)- [2:0-1-11,0-2-10],[3:0-M,Edge]
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.06 3-4 >843 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.08 3-4 >594 180
TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 4 n/a n/a
BCLL 0.0 Code IBC2018/TPI2014 Matrix-MP Weight:32 Ib FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins.
2-3:2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (size) 1=0-2-2,4=Mechanical,2=0-5-8,3=0-2-2
Max Horz 1=-548(LC 1),2=548(LC 1)
Max Uplift 4=-58(LC 10),2=-117(LC 10),3=-96(LC 10)
Max Grav 4=220(LC 20),2=425(LC 20),3=397(LC 20)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=409/586
NOTES-
1)Wind:ASCE 7-16;Vult=120mph(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)-4-1-14 to-1-1-14,Interior(')-1-1-14 to 9-8-9 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
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
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*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. ��G F IS's
6)A plate rating reduction of 20%has been applied for the green lumber members. Ql-,D PRF
7)Refer to girder(s)for truss to truss connections. �tAG f N EFn /02
8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 7
capacity of bearing surface. 9
9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1,3. 892 PE
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,3 except
Qt=lb)2=117.
11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1,3.
12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI
1.
13)"WAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. -9 OREGON tk
14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). G/O�q�•141 VN
P
LOAD CASE(S) Standard MFR R'LL �
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plf)
Vert:1-4=-64
RENEWAL DATE: 12-31-2023
July 14,2022
A WARNING-Venly 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 andfor 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,we ANSM11 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 Truss Type Qty Ply 7660 SW FIR ST./Wainwright
R71605631
25408 H2 Rafter 4 1
Job Reference(optional)
Pacific Lumber 8 Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc.Thu Jul 14 13:33:09 2022 Page 2
I D:OuYdn i5TG B9f6M W rZe4mANzb2Z8-RYO UTja7gyFjshEbp HyCnjtvH Mlbcgcr2YpjLcyy800
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:3=-14(B)6=76(F=52,B=24)7=-94(F=-88,B=-6)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 MR
building design.Bracing indicated is to prevent buckling of individual truss web andlor 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 ANSM11 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 z70
Roseville CA 95661
Job Truss Truss Type Qty Ply 7660 SW FIR ST./Wainwright
R71605632
25408 J1 Jack-Open Girder 2 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:10 2022 Page 1
ID:OuYdni5TGB9f6MW rZe4mANzb2Z8-vkxsg3blRGNaUrpnN_TRJw01 Cm_hL7s?HCZGt2yy8ON
3-0-0 1-10-15
3-0-0 1-10-15
Scale=1:21.2
4.00 12 3x4 4
3
2
10
Id
1 11 12 13
Special Special Special
5x12% 5
0.11- 8-M
0-11-88 7-0-8
Plate_Offsets_(X,Y)- [2:0-0-14.0-2-7]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TOLL 25.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.06 5-8 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.39 Vert(CT) -0.20 5-8 >486 180
TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCLL 0.0 Code IBC2018/TPI2014 Matrix-MP Weight:20 Ib FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins.
BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.
SLIDER Left 2x4 DF No.1&Btr-G-1-6-0
REACTIONS. (size) 4=Mechanical,2=0-5-8,5=Mechanical
Max Horz 2=61(LC 41)
Max Uplift 4=-107(LC 34),2=-196(LC 41)
Max Grav 4=180(LC 43),2=600(LC 34),5=127(LC 22)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-754/605
NOTES-
1)Wind:ASCE 7-16;Vult=120mph(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)-3-0-0 to 0-0-0,Interior(1)0-0-0 to 1-10-13 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
2)TCLL:ASCE 7-16;Pf=25.0 psf(Lura DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10
3)Unbalanced snow bads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads. �� ss
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q�ED PROF F
6)'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 �Gj !NG►NEF /�2
will fit between the bottom chord and any other members. (? V 9
7)A plate rating reduction of 20%has been applied for the green lumber members. 9
8)Refer to girder(s)for truss to truss connections. 8920OPE r
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)
4This t 2=196.
10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI
1. ,
11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)31 Ib down and 53 Ib up at Q
OREGON
2-0-12,and 41 Ib down and 45 Ib up at 4-0-12,and 116 Ib down and 46 Ib up at 6-0-12 on bottom chord. The design/selection of '9G tk
such connection device(s)is the responsibility of others. 14,
•LQ 2
12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). P
LOAD CASE(S) Standard MER R I
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads
Vert:1--44=-=-64,5-6=-20 RENEWAL DATE: 12-31-2023
July 14,2022
A WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc.
Safety Inibrmadon 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 7660 SW FIR ST./Wainwright
R71605632
25408 J1 Jack-Open Girder 2 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:112022 Page 2
I D:OuYdni5TGB9f6MWrZe4mANzb2Z8-NxVEtPcNCZVQ5_O_xh_gs8zCyAKw4a68WslgPVyy80M
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:12=6(B)13=-116(B)
A WARNING�Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 HK
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Welk"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 ANSUMI Quality Criteria,DS849 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 y70
Roseville CA 95661
Job Truss Truss Type Qty Ply 7660 SW FIR ST./Wainwright
25408 �J2 Jack-Open 2 1 871605633
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:17 2022 Page 1
-3-0-0 3-10-15
ID:OuYdni5TGB9f6MW rZe4mANzb2Z8-C5sV8Sh8oPFapvs7Hy545PDEjbPgU Ib1 uol8d8yy80G
� _
3-0-0 3-10-15
Scale=1:20.9
4
4.00 12
3x4
3
2
i 1/
acggl{ Id'
d
1
5x8 5
8-M
8-M
Plate Offsets(X,Y)- [2:0-0-14.0-2-111
LOADING (psf) SPACING- 2-M CSI. DEFL. in floc) Ildefl Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.09 5-8 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.25 5-8 >380 180
BCLDL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 2 We n/a
BCDL 10.0 Code IBC2018ITP12014 Matrix-MP Weight:23 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins.
BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 DF No.1&Btr-G-1 6-0
REACTIONS. (size) 4=Mechanical,2=0-5-8,5=Mechanical
Max Horz 2=82(LC 10)
Max Uplift 4=-9(LC 14),2=-136(LC 10)
Max Grav 4=119(LC 21),2=635(LC 21),5=121(LC 5)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-606/347
NOTES-
1)Wind:ASCE 7-16;Vult=120mph(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)-3-0-0 to 0-0-0,Interior(1)0-M to 3-10-3 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
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
3)Unbalanced snow bads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs G c
non-concurrent been
deher signed
ora 1 �4v D PRO Fss
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. E- F
6)*This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3 6-0 tall by 2-0-0 wide �Gj �NGI NFFR
will fit between the bottom chord and any other members.
7)A plate rating reduction of 20%has been applied for the green lumber members.
8)Refer to girder(s)for truss to truss connections. 89200PE -r
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except(jt=1b) , ,
2=136.
10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI
1.
yG OREGON
O q Y 14,01130113Q-I-
MER R 10-
RENEWAL DATE: 12-31-2023
July 14,2022
WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 to'
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Welk'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 ANS&7PI1 Quality Criteds,DSB-89 and SCSI Building Component MiTek USA,Inc.
Safety Infbrmation 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 7660 SW FIR ST./Wainwright
871605634
25408 J3 Roof Special 2 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:19 2022 Page 1
ID:OuYdni5TGB9f6MWrZe4mANzb2Z8-8T_GZ8iOJ t Vl3D?WPN7YBglZcO7FyBLJM6EFi1 yy80E
_3_p.0 5-5-0 _ 5-10-15 8-M
3-0- 5-5-0
- to 5-15 2.1-1 -�
Scale=1:21.0
4x8 \\
1.5x4 II
5
4.00 12
02
3x4
3 N
dT 2
14
1 9 8
1.5x4 II 7
7x6 11 3x6=
550 8-0-0
5-5-0 2-7-0
Plate Offsets(X Y)- [2:0-2-5,04)-ll
LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) 0.02 9-12 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.17 Vert(CT) -0.03 9-12 >999 180
TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.01 2 n/a n/a
BCLL 0.0 Code IBC2018lrP12014 Matrix-MP Weight:38 Ib FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2X4 DF No.1&Btr G except end verticals,and 2-M oc purlins:4-6.
WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 DF No.1&Btr-G-1-"
REACTIONS. (size) 2=0-5-8,8=Mechanical
Max Horz 2=83(LC 13)
Max Uplift 2=-171(LC 10),8=-87(LC 11)
Max Grav 2=890(LC 32),8=568(LC 31)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-544/559
BOT CHORD 2-9=-126/450,8-9=-127/445
WEBS 4-8=-621/150
NOTES-
1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2E)-3-0-0 to 0-0-0,Interior(1)0-M to 5-6-12,Exterior(2E)5-6-12 to 8-0-0
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
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 PRO
�Fss
3)Unbalanced snow bads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �NG I N EArz,� /O2
non-concurrent with other live bads.
5)Provide adequate drainage to prevent water ponding. Q '9t"
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8920OPE
7)'This truss has been designed for a live bad 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.
8)A plate rating reduction of 20%has been applied for the green lumber members.
9)Refer to girder(s)for truss to truss connections.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8 except Qt=1b) OREGON
2=171. �G/ /yq O,�b
11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI
1. M �P
12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ER R I
13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)391 Ib down and 218 Ib up at
5-11-12 on top chord. The design/selection of such connection device(s)is the responsibility of others.
LOADCASE(S) Standard RENEWAL DATE: 12;31-2023
July 14,2022
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 BEFORE USE.
Design valid for use only with MIT@k®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 be'
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek*
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of busses and truss systems,see ANSYMI Quality Criteria,DSB-89 and SCSI Building Component MiTek USA Inc.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MO 20601 400 Sundse Avenue,Suite$70
Roseville CA 95661
Job Truss Truss Type Qty Ply 7660 SW FIR ST./Wainwright
R71605634
25408 J3 Roof Special 2 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:19 2022 Page 2
ID:OuYdni5TGB9f6M WrZe4mANzb2Z8-8T_GZ8iOJ1 Vl3D?WPN7YBq IZcO7FyBLJM6EFi 1 yy80E
LOAD CASE(S) Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plf)
Vert:14=-64,4-5=-64,5-6=-64,7-10=-20
Concentrated Loads(lb)
Vert:15=-323
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil 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 W11,
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTekT
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 SCSI Building Component MiTek USA,Inc.
Safety Intbrmation 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 7660 SW FIR ST./Wainwright
R71605635
25408 J4 Jack-Open 2 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc.Thu Jul 14 13:33:20 2022 Page 1
ID:OuYdni5TGB9f6MWrZe4mANzb2Z8-cgYemUj04Kd9gNaiz4enj 1 rgaoONhfLTam_oETyy80D
-3-0-0 __ 7-10-15
3-0-0 7-10-15
Scale=1:20.4
4
4.0012
10
3x4
3
2
IA
d
t
5x6 11 5
8-0-0
8-0-0
Plate Offsets(X Y)- [2:0-1-8.0-0-5]
LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.20 5-8 >485 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.48 5-8 >200 180
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.07 4 n/a n/a
BCLIL 0.0
BCDL 10.0 Code IBC2018/TP12014 Matrix-MP Weight:29 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2X4 DF No.I&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins.
BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-"oc bracing.
SLIDER Left 2x4 DF No.1&Btr-G-1 6-0
REACTIONS. (size) 4=Mechanical,2=0-5-8,5=Mechanical
Max Horz 2=123(LC 10)
Max Uplift 4=-76(LC 14),2=-144(LC 10)
Max Grav 4=306(LC 21),2=647(LC 21),5=139(LC 5)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-081/588
NOTES-
1)Wind:ASCE 7-16;Vuk=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Enclosed;
MWFRS,(envelope)gable end zone and C-C Exterior(2E)-3-0-0 to 0-M,Interior(1)0-0-0 to 7-10-3 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
2)TCLL:ASCE 7-16;Pf=25.0 psf(Lura DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10
3)Unbalanced snow bads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads. �� GD PROF Ss
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �` F
6)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �Gj kG I N
will fit between the bottom chord and any other members. 9
7)A plate rating reduction of 20%has been applied for the green lumber members. 9
8)Refer to girder(s)for truss to truss connections. 8920OPE
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except Qt=1b)
2=144.
10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI
1.
y` OREGON
P
ER R 10-
RENEWAL DATE: 12-31-2023
July 14,2022
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 verily the applicability of design parameters and properly Incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing WOW
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 lasses and truss systems,see ANSYM1 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 Truss Type Qty Ply 7660 SW FIR ST./Wainwright
R71605636
25408 J5 Jack-Open 2 t
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:212022 Page 1
ID:OuYdni5TGB9f6M WrZe4mANzb2Z8-0s6O_gkeremOIX9vWoAOGFNrKCkvQ6bcpQjMmvyy80C
-3-0-0 8-0-0 9-10-15
3-0-0 8-0-0 1-10-15
Scale=1:24.7
5
R
4
4.00 12 -�
12
0
n
,1 r;
A
3x4
3
2
1
5x6 11 6
8-M
8-0-0
Plate Offsets(X,Y)- [2:0-1-8.0-0-5)
LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Udell L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.18 6-9 >527 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(CT) -0.47 6-9 >203 180
BCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.07 5 n/a n/a
BCLL 0.0
BCDL 10.0 Code IBC2018/TPI2014 Matrix-MP Weight:31 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins.
BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-"oc bracing.
SLIDER Left 2x4 DF No.1&Btr-G-1-6-0
REACTIONS. All bearings Mechanical except Qt=length)2=0-5-8,4=0-1-8.
(lb)- Max Horz 2=144(LC 10)
Max Uplift All uplift 100 Ib or less at joints)5 except 2=-138(LC 10),4=-102(LC 14)
Max Grav All reactions 250 Ib or less at joint(s)5,6 except 2=614(LC 21),4=390(LC 21)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-702/630
NOTES-
1)Wind:ASCE 7-16;Vult=120mph(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)-3-0-0 to 0-0-0,Interior(1)0-0-0 to 9-10-3 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
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
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads. �� ED PROF Ss
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q� F
6)"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 �Gj NG I N EF
will fit between the bottom chord and any other members. 9
7)A plate rating reduction of 20%has been applied for the green lumber members. 9
8)Refer to girder(s)for truss to truss connections. 8920OPE r
9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4.
10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5 except(jt=lb)
2=138,4=102.
11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4.
12);his truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIffPI y OREGON (vQ
GeoM)'141
01 tk
ERR10-
RENEWAL DATE: 12-31-2023
July 14,2022
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5il9/2020 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 rylways 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 ANSIITP11 Quality Criteria,OSB-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 7660 SW FIR ST./Wainwright
R71605637
25408 J6 Jack-Open 2 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:22 2022 Page 1
ID:OuYdni5TGB9f6M WrZe4mANzb2Z8-Y2gOBAkHcyutwhk54VhFoSw2zc5B9Ygm24TvIMyy80B
-3-0-08-0-0 11-10-15
3-0-0 8-M 3-10-15
Scale=1:28.5
6
5 I$
4.00 12 13 4
12 0
b
3x4
3
2
1
5x6 7
8-0-0
8-M
Plate Offsets(X,Y)- [2:0-1-8.0-0-5)
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.14 7-10 >690 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.41 Vert(CT) -0.43 7-10 >223 180
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.07 6 n/a n/a
BCLL 0.0 Code IBC2018/TPI2014 Matrix-MP Weight:34 Ib FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2X4 DF No.I&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2X4 DF No.18BV G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 OF No.1&Btr-G-1-0-0
REACTIONS. All bearings Mechanical except Qt=length)2=0-5-8,4=0-1-8,5=0-1-8.
(lb)- Max Horz 2=165(LC 10)
Max Uplift All uplift 100 Ib or less at joint(s)6,5 except 2=-130(LC 10),4=-106(LC 14)
Max Grav All reactions 250 Ib or less at joint(s)6,7,5 except 2=583(LC 21),4=377(LC 21)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-709/558
NOTES-
1)Wind:ASCE 7-16;Vutt=120mph(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)-3-0-0 to 0-M,Interior(1)0-M to 11-10-3 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
2)TCLL:ASCE 7-16;Pf=25.0 psf(Lura DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10
3)Unbalanced snow bads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads. �D PROF tSs
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ql F
6)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �CO �NGII N
will fit between the bottom chord and any other members. ,T
7)A plate rating reduction of 20%has been applied for the green lumber members. '9
8)Refer to girder(s)for truss to truss connections. 8920OPE C'
9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,5 except
Qt=1b)2=130,4=106.
11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5.
12);his truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI OREGON �Q
GAO M
y
ERRII�
RENEWAL DATE: 12-31-2023
July 14,2022
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 property Incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual truss web andfor 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 ANS1117PH Quality Criteria,DSS-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 Z70
Roseville CA 95661
Job Truss Truss Type Qty Ply 7660 SW FIR ST./Wainwright
25408 J7 Jack-Open 2 1 871605638
Job Reference o tional
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:23 2022 Page 1
ID:OuYdni5TGB9f6MWrZe4mANzb2Z8-1 FEmPVIvNFOkXgJHeDCULgTFROQku?4vGkCSroyy80A
-3-0-0 8-0.0 13-10-15
30-0 8-0-0
5-10-15
Scale:3/8"=1'
7
6-
4.00
4.00 12
14 5
4
13
0
7
v
3x4
3
2
1
8
5x6 11
8-"
8-M
Plate Offsets(X Y)- [2:0-1-8,0-0-61
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.12 8-11 >806 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.39 Vert(CT) -0.41 8-11 >231 180
BCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.06 7 n/a n/a
BCLL 0.0 Code IBC2018/TPI2014 Matrix-MP e
BCDL 10.0 Weight:37 Ib FT=20/o
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 DF No.1&Btr-G-1-0-0
REACTIONS. All bearings 0-1-8 except Qt=length)7=Mechanical,2=0-5-8,8=Mechanical.
(lb)- Max Horz 2=186(LC 10)
Max Uplift All uplift 100 Ib or less at joint(s)7,5,6 except 2=-123(LC 10),4=-106(LC 14)
Max Grav All reactions 250 Ib or less at joint(s)7,8,5,6 except 2=567(LC 21),4=335(LC 21)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-717/501
NOTES-
1)Wind:ASCE 7-16;Vult=120mph(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)-3-0-0 to 0-M,Interior(1)0-M to 13-10-3 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
2)TCLL:ASCE 7-16;Pf=25.0 psf(Lura DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads. �� cs
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. E D P R O F
6)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide is
will fit between the bottom chord and any other members.
7)A plate rating reduction of 20%has been applied for the green lumber members. .9
8)Refer to girder(s)for truss to truss connections. 89200PE r
9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6.
10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,5,6 except
Qt=1b)2=123,4=106.
11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5,6.
12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSl/TPI 9G OREGON
1.
�Q Y
141 201
MFRRILL
RENEWAL DATE: 12-31-2023
July 14,2022
WARNING-Verity 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 ANSIITP/7 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 Truss Type city Ply 7660 SW FIR ST./Wainwright
871605639
25408 J10 Jack-Open Girder 4 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:12 2022 Page 1
ID:OuYdni5TGB9f6MWrZe4mANzb2Z8-r73c5ld?ztdHj8zAVPVVOLVNiajepl MHIW2Nyxyy80L
-3-0-0 1-10-15
3-0-U 1-10-15
Scale=1:19.2
4.00 F12
3x4 4
3
2
Id
10
1 11 12 13 5
Special Special Special
7x6
all B 7-0-0
0-11 8 6-0-8
Plate Offsets(X Y)- [2:0-1-8.0-4-01
LOADING (psf) SPACING- 2-" CSI. DEFL. in (Loc) Udefl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) 0.05 5-8 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.11 5-8 >759 180
TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCLL 0.0 Code IBC2018/TPI2014 Matrix-MP Weight:19 Ib FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins.
BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.
SLIDER Left 2x4 DF No.1&Btr-G-1-0-0
REACTIONS. (size) 4=Mechanical,2=0-5-8,5=Mechanical
Max Horz 2=61(LC 10)
Max Uplift 4=-126(LC 34),2=-183(LC 41)
Max Grav 4=150(LC 41),2=608(LC 21),5=99(LC 5)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-706/684
NOTES-
1)Wind:ASCE 7-16;Vult=120mph(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)-3-0-0 to 0-0-0,Interior(1)0-"to 1-10-13 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
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
3)Unbalanced snow bads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads. ED P ROFF S
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s
6)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-M wide �CO !NG I N En /O2
will fit between the bottom chord and any other members.
7)A plate rating reduction of 20%has been applied for the green lumber members. -17
8)Refer to girder(s)for truss to truss connections. 89200PE
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)
4=126,2=183.
10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI
11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)29 Ib down and 52 Ib up at OREGON �Q
2-0-12,and 39 Ib down and 45 Ib up at 4-0-12,and 36 Ib down and 23 Ib up at 6-0-12 on bottom chord. The design/selection of �G p,
such connection device(s)is the responsibility of others. /O 'q Y 14,23"'O
12)In the LOAD CASEE
S)section,loads applied to the face of the truss are noted as front(F)or back(B). ' VP
MRRIUL
LOAD CASE(S) Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads
4=
Vert:1--4=-04,5-6=-20 RENEWAL DATE: 12-31-2023
July 14,2022
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 ANSLITP11 Quality Cdterla,DSB-89 and SCSI Building Component MiTek USA,Inc.
Safety Infonnadon available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite Z70
Roseville CA 95661
Job Truss Truss Type City Ply 7660 SW FIR ST./Wainwright
R71605639
25408 J10 Jack-Open Girder 4 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:12 2022 Page 2
ID:OuYdni5TGB9f6MWrZe4mANzb2Z8-r73c5ld?ztdHj8zAVPVvOLVNiajep1 MHIW2Nyxyy80L
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:12=6(F)13=-9(F)
A WARNING-Verity 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 vedfy 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,we ANSIRPIl 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 Truss Type City Ply 7660 SW FIR ST./Wainwright
R71605640
25408 J11 Roof Special 2 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc.Thu Jul 14 13:33:13 2022 Page 1
ID:OuYdni5TGB9f6M W rZe4mANzb2Z8-JJd_ISedkB18LIYM2608xZ2Y7_2?YSURzAnwUNyy80K
-3-0-0 3-5-0 3-10-15 7-0-0
3-0-0 3-5-0 0.5-15 3-1-1
Scale=1:19.2
4x8 \\
1.5x4 II
4.00 12
3x4 114 F1
Li3
m
2
12
1 7 6
1.5x4 11
8x8 11 3x4=
3-5-0 7-"
3-5-0 3-7-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.02 6-7 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.03 6-7 >999 180
TCDL 7.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.01 6 We n/a
BCLL 0.0 Code IBC2018/TPI2014 Matrix-MP Weight:34 Ib FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2X4 DF No.1&Btr G except end verticals,and 2-M oc purlins:4-5.
WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 DF No.1&Btr-G-1-6-0
REACTIONS. (size) 2=0-5-8,6=Mechanical
Max Horz 2=61(LC 13)
Max Uplift 2=-173(LC 10),6=-68(LC 15)
Max Grav 2=852(LC 32),6=472(LC 28)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-539/420
BOT CHORD 2-7=-111/508,6-7=-116/507
WEBS 4-6=-552/111
NOTES-
1)Wind:ASCE 7-16;Vult=120mph(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)-3-0-0 to 0-0-0,Interior(1)0-M to 3-6-12,Exterior(2E)3-6-12 to 6-10-4
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
2)TCLL:ASCE 7-16;Pf=25.0 psf(Lura DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10
3)Unbalanced snow bads have been considered for this design. ED PROF Ss
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times Flat roof load of 25.0 psf on overhangs F
non-concurrent with other live loads. �CO GIN
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)'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 8920OPE
will fit between the bottom chord and any other members.
8)A plate rating reduction of 20%has been applied for the green lumber members.
9)Refer to girder(s)for truss to truss connections.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except(jt=lb)
2=173. Q
GON
11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 9G OREtk
,.
12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. gV14 20110P
J
13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)285 Ib down and 192 Ib up at FR R
3-11-12,and 155 Ib down and 109 Ib up at 6-0-12 on top chord. The design/selection of such connection device(s)is the
responsibility of others.
LOADCASE(S) Standard RENEWAL DATE: 12-31-2023
July 14,2022
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 onty.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,we ANSM11 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 Truss Type Qty Ply 7660 SW FIR ST./Wainwright
25408 J 11 Roof Special 2 1
871605640
Job Reference o tional
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:13 2022 Page 2
I D:OuYdn i5TGB9f6M W rZe4mANzb2Z8-JJd_I5ed kB 18LIYM2608xZ2Y7_2?YSU RzAnwUNyy80K
LOAD CASE(S) Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plf)
Vert:1-4=-64,4-5=-64,6-8=-20
Concentrated Loads(Ib)
Vert:13=-216 14=-95
WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE VIII-7473 rev.5119/2020 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 ANS11TP11 Qualify Criteria,DSB-89 and BCS1 Building Component MiTek USA,Inc.
Safety InfOnnetion available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270
Roseville CA 95661
=25408
Truss Truss Type Qty Ply 7660 SW FIR ST./Wainwright
871605641
J11A Roof Special 2 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:15 2022 Page 1
ID:OuYdni5TGB9f6MWrZe4mANzb2Z8-GilljmfuGo?sacilAX3c0_7ucnkpOM?kRUG1 YGyy801
-3-M 3-5-03-10-15 7-M
3-0-0 3-5-0 0-5-15 3-1-1
Scale=1:19.2
4x8 \\
1.5x4 II
4.00 F12 4x4
3
T
2
12
Tl�
L-1 LA
1 7 6
1.5x4 II
7x6 11 3x4=
0 3-5-0 7-0-0
0-:16 2 8-10 3-7-0
Plate Offsets(X Y)-- [2:0-2-9,0-0-21
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.02 6-7 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.27 Vert(CT) -0.03 6-7 >999 180
TCDL 7.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.01 6 n/a n/a
BCLL 0.0 Code IBC2018rTPI2014 Matrix-MP Weight:35 Ib FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2X4 DF No.1&Btr G except end verticals,and 2-M oc purlins:4-5.
WEBS 2X4 OF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x6 DF SS-G-1-6-0
REACTIONS. (size) 2=0-5-8,2=0-5-8,6=Mechanical
Max Horz 2=61(LC 52)
Max Uplift 2=-173(LC 10),6=-68(LC 15)
Max Grav 2=852(LC 32),2=624(LC 1),6=472(LC 28)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-4=531/71
BOT CHORD 2-7=-111/504,6-7=-116/505
WEBS 4-6=-550/111
NOTES-
1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2E)-3-0-0 to 0-M,Interior(1)0-0-0 to 3-6-12,Exterior(2E)3-6-12 to 6-10-4
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
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 D PROFEnSS
3)Unbalanced snow bads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs Gj �NGI N
non-concurrent with other live loads. T
5)Provide adequate drainage to prevent water ponding. Q 9
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8920OPE
7)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8)A plate rating reduction of 20%has been applied for the green lumber members.
9)Refer to girder(s)for truss to truss connections.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except Ot=lb) 9G OREGON
2=173. Dt 1
11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI /O q V 14,
2Q PT
1. M
12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ER R I
13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)285 Ib down and 192 Ib up at
3-11-12,and 155 Ib down and 109 Ib up at 6-0-12 on top chord. The design/selection of such connection device(s)is the
responsibility of others.
RENEWAL DATE: 12-31-2023
LOAD CASE(S) Standard July 14,2022
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 verity the applicability of design parameters and properly incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ,
fabrication,storage,delivery,erection and bracing of trusses and buss systems,see ANSU7PI1 Quality Crfterla,DSB-99 and SCSI Building Component MiTak 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 7660 SW FIR ST./Wainwright
R71605641
25408 J11A Roof Special 2 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:15 2022 Page 2
I D:OuYdni5TGB9f6M WrZe4mANzb2Z8-GilljmfuGo?sacilAX3cO_7ucnkpOM?kRUG1 YGyy801
LOAD CASE(S) Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plf)
Vert:1-4=-64,4-5=-64,6-8=-20
Concentrated Loads(lb)
Vert:13=-216 14=-95
Al,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 glways 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/7plf Quality Cdterla,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 City Ply 7660 SW FIR ST./Wainwright
R71605642
25408 J12 Jack-Open 2 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:16 2022 Page 1
ID:OuYdni5TGB9f6M WrZe4mANzb2Z8-kuJ7x6gW 167jCmHxkFarZBg67B481rLtf8Ob5iyy80H
3-0 0 5-10-15
3-M 5-10-15
Scale=1:18.8
4
4.00 F12
3x4% 1
3
2
10
Ia
5
5x8 11
7-"
7-"
Plate Offsets(X,Y)- [2:0-3-4.0-0-3]
LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.06 5-8 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.26 Vert(CT) -0.20 5-8 >418 180
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 4 n/a n/a
BCLIL 0.0
BCDL 10.0 y Code IBC2018/TP12014 Matrix-MP Weight:24 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins.
BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 DF No.1&Btr-G-1-0-0
REACTIONS. (size) 4=Mechanical,2=0-5-8,5=Mechanical
Max Horz 2=103(LC 10)
Max Uplift 4=-51(LC 14),2=-139(LC 10)
Max Grav 4=222(LC 21),2=623(LC 21),5=115(LC 5)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-561/342
NOTES-
1)Wind:ASCE 7-16;VuR=120mph(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)-3-0-0 to 0-0-0,Interior(1)0-"to 5-10-3 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
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
3)Unbalanced snow bads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs G
non-concurrent with other live loads. �4 F s
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ED PROFs
6)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �GJ NG N EF /O�
will fit between the bottom chord and any other members. 9
7)A plate rating reduction of 20%has been applied for the green lumber members.
8)Refer to girders)for truss to truss connections. 8920 PE r
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except Qt=1b)
2=139.
10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI
1 yG OREGON tk
/Q q y 14,20
MER R I0-
RENEWAL DATE: 12-31-2023
July 14,2022
A WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 buss system,Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of busses and truss systems,see ANSM11 Quality Criteria,DSB-88 and SCSI Building Component MiTek USA,Inc.
Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite J70
Roseville CA 95661
Job Truss Truss Type Qty Ply 7660 SW FIR ST./Wainwright
R71605643
25408 J12A Jack-Open 2 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-9703-5, __ 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:17 2022 Page 1
ID:OuYdni5TGB9f6MWrZe4mANzb2Z8-C5sV8Sh8oPFapvs7Hy545PDGEbQnUlb1 uol8d8yy80G
-3-0-0 5-10-15
T-
3-0-0 5-10-15 -- �
Scale=1:18.8
4
4.00 12
4x4
3 13 �
2
12
IA
5
US II
0-8-0 7-M
Plate Offsets(X Y)- [2:0-2-12.0-3-10]
T (psf)
25.0
SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP
(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.39 Vert(LL) 0.07 5-10 >999 240 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.24 Vert(CT) -0.12 5-10 >700 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 4 We n/a
BCDL 10.0 Code IBC2018/TP12014 Matrix-MP Weight:26 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc pudins.
BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x6 DF SS-G-1-6-0
REACTIONS. (size) 4=Mechanical,2=0-5-8,5=Mechanical
Max Horz 2=103(LC 10)
Max Uplift 4=-42(LC 14),2=-156(LC 10)
Max Grav 4=174(LC 21),2=697(LC 21),5=102(LC 5)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=120mph(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)-3-0-0 to 0-0-0,Interior(1)0-M to 5-10-3 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
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
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I] PRS
6)'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 �� FF
will fit between the bottom chord and any other members.
7)A plate rating reduction of 20%has been applied for the green lumber members. 2
8)Refer to girder(s)for truss to truss connections. 9
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)4 except(jt=1b)
2=156. 89200PE
10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI
1.
-y OREGON
GAO MY 14 ?')
ERRIL-
RENEWAL DATE: 12-31-2023
July 14,2022
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 HE
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 ANSIITP11 Quality Criteria,DSB-99 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 7660 SW FIR ST./Wainwright
871605644
25408 S1 Jack-Open 2 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:24 2022 Page 1
I D:OuYdni5TGB9f6M W rZe4mANzb2Z8-VRo9crmX8Z8a9_uUBwAtt?RyPrXd S K2VOyONEyy809
-3-0-0 1-10-15
3-0-0 1-10-15
Scale=1:10.1
4
3
4.00 12
2
I�
d
10
3x4
1
5
5x8
2-0-0
2-0-0
Plate Offsets(X Y) [2:0-0-14,0-2-111 -
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) 0.00 8 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.10 Vert(CT) 0.00 8 >999 180
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCLL O.D Code IBC2018/TP12014 Matrix-MP Weight:12 Ib FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins.
BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.
SLIDER Left 2x4 DF No.1&Btr-G-1-6-0
REACTIONS. (size) 4=Mechanical,2=0-5-8,5=Mechanical
Max Horz 2=61 ll 10)
Max Uplift 4=-79(LC 20),2=-183(LC 10),5=-48(LC 21)
Max Grav 4=33(LC 10),2=618(LC 21),5=31(LC 10)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-307/482
NOTES-
1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2E)-3-0-0 to M-0,Interior(1)0-0-0 to 1-10-13 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
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
3)Unbalanced snow bads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads. D PRO
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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �CJ ANG I N EFR /O2
will fit between the bottom chord and anyother members. ,T
7)A plate rating reduction of 20%has been applied for the green lumber members. -9
8)Refer to girder(s)for truss to truss connections. 8920OPE
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5 except Qt=lb)
2=183.
10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI
1 9L OREGON �Q
MERRIL 0
RENEWAL DATE: 12-31-2023
July 14,2022
A WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 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?PI1 Quality Criteria,OSS-89 and SCSI Building Component MiTek USA,Inc.
Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 SunriseAvenue,Suite;70
Roseville CA 95661
Job Truss Truss Type Qty Ply 7660 SW FIR ST./Wainwright
R71605645
25408 S2 Jack-Open 2 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:25 2022 Page 1
ID:OuYdni5TGB9f6MW rZe4mANzb2Z8-zdLXpBn9vtGRn8TgleEyQ5YcipA4MvaCk2hZvhyy808
-3-0-0 2-0-03-10-15
3-M 2-0-0 1-10-15
Scale=1:13.7
4
I$
4.00 12-
3
0
n
2 n
10
1 3x4
5x8 5
2-0-0
2-0-0
Plate Offsets(X,Y)-- [2:0-0-14.0-2-11)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def! L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) 0.01 8 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(CT) 0.00 8 >999 180
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCLL 0.0 Code IBC2018/fP12014 Matrix-MP Weight:15 Ib FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 DF No.1&Btr-G-1-6-0
REACTIONS. (size) 4=Mechanical,2=0-5-8,5=Mechanical
Max Horz 2=82(LC 10)
Max Uplift 4=-30(LC 14),2=-172(LC 10),5=-74(LC 20)
Max Grav 4=100(LC 21),2=626(LC 21),5=34(LC 10)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2.4=-289/501
NOTES.
1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2E)-3-0-0 to 0-0-0,Interior(1)0-M to 3-10-3 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
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
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times Flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads. ED PROF Ss
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q� F
6)`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-M wide ��5 �NG I N E�n ���
will fit between the bottom chord and any other members. T
7)A plate rating reduction of 20%has been applied for the green lumber members. 9
8)Refer to girder(s)for truss to truss connections. 892 PE r
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5 except Qt=1b)
2=172.
10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIfTPI
1.
yG OREGON tk
i q Y
141 Z�
o MERRI��
RENEWAL DATE: 12-31-2023
July 14,2022
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc.
Safety InMrmation 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 7660 SW FIR ST./Wainwright
R71605646
25408 S3 Jack-Open 2 1
Job Reference(optional)
Pack Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:27 2022 Page 1
ID:OuYdni5TGB9f6MWrZe4mANzb2Z8-vOTHEtoPRUW9OSc2t2GQVWdjdrbgp4VBMAg Zyy806
-3-0-0 2-0-0 5-10-15 _
3-0-0 2-M 3-10-15
Scale=1:17.7
4
IO
4.00 12
0
11
3 oS
N
2
10
1 3x4
5x6 11 5
2-0-0
2-0-0
Plate Offsets(X Y)- [2:0-1-8,0-0-51
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.01 8 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.01 8 >999 180
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 4 n/a n/a
BCLL 0.0
BCDL 10.0 Code IBC2018/TPI2014 Matrix-MP Weight:18 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 DF No.1&Btr-G-1 6-0
REACTIONS. (size) 4=Mechanical,2=0-5-8,5=Mechanical
Max Horz 2=103(LC 10)
Max Uplift 4=-52(LC 14),2=159(LC 10),5=-68(LC 20)
Max Grav 4=187(LC 21),2=496(LC 21),5=136(LC 21)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-529/799
NOTES-
1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2E)-3-0-0 to 0-0-0,Interior(1)0-0-0 to 5-10-3 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
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
3)Unbalanced snow bads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads. ED PROF StS'
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. F
6)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide SCO NGI N EF /O2
will fit between the bottom chord and any other members.
7)A plate rating reduction of 20%has been applied for the green lumber members. -9
8)Refer to girder(s)for truss to truss connections. 8920OPE r
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5 except(jt=1b)
2This t
10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI
OREGON t
/Q q Y 141213'\ P+
MFR R 10-
RENEWAL DATE: 12-31-2023
July 14,2022
A WARNING Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 HE
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 ANS47PI1 Quality Criteria,DSB-E9 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 3.70
Roseville CA 95661
Job Truss Truss Type Qty Ply 7660 SW FIR ST./Wainwright
25408 S4 Jack-Open 4 1
871605647
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:28 2022 Page 1
ID:OuYdni5TGB9f6MWrZe4mANzb2Z8-NC 1 fSDp1 Cne0ecBFQmof2jA7yl DPZGKeQowD W?yy805
~ 3 ¢ 1-10-15
-0-0
1-10-15
Scale=1:10.1
3x4 4
3
4.00 12
2
10 d111
1
5x8 5
2-0-0
Plate Offsets(X Y)- [2:0-1-2.0-2-151 2-0-0
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) 0.00 8 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.11 Vert(CT) 0.00 8 >999 180
BCDL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code IBC2018frP12014 Matrix-MP Weight:12 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins.
BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-"oc bracing.
SLIDER Left 2x4 DF No.1&Btr-G-1 6-0
REACTIONS. (size) 4=Mechanical,2=0-5-8,5=Mechanical
Max Horz 2=61(LC 10)
Max Uplift 4=-81(LC 20),2=-182(LC 10),5=-46(LC 21)
Max Grav 4=33(LC 10),2=618(LC 21),5=31(LC 10)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-315/502
NOTES-
1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp B;Enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2E)-3-0-0 to 0-",Interior(1)0-0-0 to 1-10-13 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
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
3)Unbalanced snow bads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads. �� cs
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. E D PRO F
6)*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-"widet
7
will fit between the bottom chord and any other members. \� �NG�NEF,9 10,y
plate rating reduction of 20%has been applied for the green lumber members. .9
8)Refer to girder(s)for truss to truss connections. 8920 PE
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5 except(jt=lb)
2=182.
10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI
1.
'9 OREGON tk
GAO M1,14 2�le)
FRRl %L
RENEWAL DATE: 12-31-2023
July 14,2022
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 g1ways 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 ANSYMI Quality Cr/ter/a,0SB-89 and SCSI Building Component MiTek USA,Inc.
Safety Intiirmation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270
Roseville CA 96661
Job Truss Truss Type Oty Ply 7660 SW FIR T./Wainwright
871605648
25408 S5 Jack-Open 4 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:30 2022 Page 1
ID:OuYdni5TGB9f6MWrZe4mANzb2Z8-Jb9OtvrlkPuktvLdYBg878FTRgtA1 ApxuJPKauyy803
-3-0-0 2-0.0 3-10-15
3-0-0 2-0-0 1-10-15
Scale=1:13.7
4
I$
4.00 12 3x4
3 v
2 r
10
1
5x8 5
2-0-0
2-0-0
Plate Offsets(X,Y2:0-1-2,0-2-15]
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Heft Lid PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) 0.01 8 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(CT) 0.01 8 >999 180
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCLL 0.0 Code IBC2018/TPI2014 Matrix-MP Weight:15 Ib FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-"oc bracing.
SLIDER Left 2x4 DF No.1&Btr-G-1 6-0
REACTIONS. (size) 4=Mechanical,2=0-5-8,5=Mechanical
Max Horz 2=82(LC 10)
Max Uplift 4=-30(LC 14),2=-171(LC 10),5=-72(LC 20)
Max Grav 4=100(LC 21),2=626(LC 21),5=33(LC 10)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-296/517
NOTES-
1)Wind:ASCE 7-16;Vutt=120mph(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)-3-0-0 to 0-M,Interior(1)0-"to 3-10-3 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
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
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live bads. �0 P R OFFS,
5)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads.
6)'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-M wide �CO !NG►N EFR X0
will fit between the bottom chord and an other members. V
7)A plate rating reduction of 20%has been applied for the green lumber members.
8)Refer to girder(s)for truss to truss connections. 89200PE r
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5 except(It=lb)
2=171.
10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSUTPI
1.
O EGON
14,2���P+�
ERRIO-
RENEWAL DATE: 12-31-2023
July 14,2022
A WARNING-Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.511912020 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 ANSUTPH 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 1.70
Roseville CA 95661
Job Truss Truss Type Qty Ply 7660 SW FIR ST./Wainwright
25408 S6 Jack-Open q 1
871605649
Job Reference o tional
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s May 20 2022 MiTek Industries,Inc. Thu Jul 14 13:33:312022 Page 1
ID:OuYdni5TGB9f6M WrZe4mANzb2Z8-onjo4ErwViObV3wg6uLNgMogiEDOmd346z8t7Kyy802
5-10-15
3-0-0 2 0 0 3-10-15
Scale=1:17.7
5
4
4.00 F12
3x4� v
12
3
N
c7
N
2
11
1
5x8 II 6
2-0-0
2-0-0 -�
Plate Offsets(X Y)- [2:0-3-4,0-0-31
LOADING (psf)5.0
SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
CLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.39 Vert(LL) 0.01 9 >999 240 MT20 220/195
TCDL 7,0 Lumber DOL 1.15 BC 0.15 Vert(CT) 0.01 9 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code IBC2018/TP12014 Matrix-MP Weight:18 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 DF No.1&Btr-G-1-6-0
REACTIONS. All bearings Mechanical except Qt=length)2=0-5-8,4=0-1-8.
(lb)- Max Horz 2=103(LC 10)
Max Uplift All uplift 100 Ib or less atjoint(s)5,6,4 except 2=-161(LC 10)
Max Grav All reactions 250 Ib or less at joints)5,6,4 except 2=510(LC 21)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-315/427
NOTES-
1)Wind:ASCE 7-16;Vult=120mph(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)-3-0-0 to 0-M,Interior(1)0-M to 5-10-3 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
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
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads. Cha O PRO �s
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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �NG N E�9 cS'jO
will fit between the bottom chord and any other members. 2
7)A plate rating reduction of 20%has been applied for the green lumber members. 9
8)Refer to girder(s)for truss to truss connections. 89 OPE
9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4.
10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,6,4 except
Qt=1b)2=161.
11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4.
12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI
1. 9G OREGON
�Q gy14,201
MERRI0-
RENEWAL DATE: 12-31-2023
July 14,2022
WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE 1011-7473 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 property incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabri'tation,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc.
Safety/ntArmadon available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270
Roseville CA 95661
Dov D W ^ D
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