HomeMy WebLinkAboutfloor truss - MST2022-00493 . RECEIVED
. 101 DEC 0 1 2022
IViiTek CITY OF TIGARD
BUILDING DIVISION
MiTek USA, Inc.
MiTek USA, Inc.
400 Sunrise Avenue,Suite 270
Roseville,CA 95661
Telephone 916-755-3571
Re: PL21-374 M-U16
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: R69090822 thru R69090870
My license renewal date for the state of Oregon is June 30,2023.
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A. E OFFICE COPY
December 16,2021
Hernandez, Marcos
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.
mit
MiTek`
MiTek USA, Inc.
MiTek USA, Inc.
400 Sunrise Avenue,Suite 270
Roseville,CA 95661
Telephone 916-755-3571
Re: PL21-374 M-U16
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: R69090822 thru R69090870
My license renewal date for the state of Washington is January 2,2023.
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December 16,2021
Hernandez,Marcos
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 roads,supports,dimensions,shapes and design codes).which were
given to MuTek 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 venfied the
appt.cability of the design parameters or the designs for any particular buildng. Before use,
the building designer should verify applicability of design parameters and properly
incorporate these designs into the overall building design per ANSIJTPI 1,Chapter 2
Job Truss Truss Type Oty Ply
PL21.374 M-U16' F01 FLOOR 1 1 R69090822
Job Reference tonal
Pacific lumber 8 Truss Co. Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 16 09137 06 2021 Page 1
ID-FRgK2t2AT2b5pA9C7PoRbt4yBlz(-TGzCxXQVpfb4EyXlgagf2osg6fHR ax 310sVzy801R
I 2-6-0I D-4 12 I 1-3-0 1 1
i—^i Stale 1rr-i
1.6s3 II
1.5x3 II Sod= 4s1= 1.5e3 II 3s4= 'Sx3 II
1 2 3 4 624= 6 7 a
1
i • -
1 13 12 t1 10
311= 1.5x3 II 1.5e3 II 34= 3x4=
4x6=
__ 14.2.12
14-2-12
Plate Offsets(X,Y)-- 14 0-1-8,Edgel,15 0-1-8,Edgej
-
LOADING (psf) SPACING- 1-7-3 CSI. OEFL. in floc) ;dell L/d PLATES GRIP
TCLL 40 0 Plate Grip DOL 1 00 TC 0.24 Vert(LL) -0.08 10-11 >999 480 MT20 220/195
TCDL 10.0 Lumber DOL 1 00 BC 0,39 Vert(CT) 0 12 10-11 >999 360
BCLL 0 0 Rep Stress ncr YES WB 0.34 Horz(CT; 0.02 9 n/a n/a
BCDL 5 0 Code BC2018TfPi2014 Matrix-R Weight'67 lb FT=0%F 30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No 1881r(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins
BOT CHORD 2x4 DF No 188tr(flat) except end verticals.
WEBS 2x4 DF Stud!Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 14=0-4-4 9=0-4-8
Max Gray 14=620(LC 1),9=620(LC 1)
FORCES, (Ib)-Max Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=1 70610,3-4=-170610 4-5=-178410,5-6=1716/0,6.7=171610
BOT CHORD 13-14=0/1107,12-13=0/1784,11-124/1784.10-11=0/1784,9-10=0/1105
WEBS 2-14=-1224/0,2-13=01662 4-13=-4321143.7-9-122210.7 10=0/675,5-10=-2701103
NOTES-
1)Unbalanced floor live loads have been considered for this design
2)This truss is designed in accordance with the 2018;ntemational Bu'ding Code section 2306 1 and referenced standard ANSIITPI 1
3)Recommend 2x6 strongbacks,on edge.spaced at 10-0-0 oc and fastened to each truss with 3-10d 0 131"X 3")nails
Slrongbacks to be attached to walls at their outer ends or restrained by other means.
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EXPIRES:06/30/2023
December 16.2021
O WARN/S• verify design parameters end READ NOTE• '14 THI'.ANIT INCi.1Dtl:MITEr RE'ERI NCE PAGE Mil ra73 rev 5/192020 Mt rORF USE -
Design ward for use only wits WuTek®connectors.This design is based only upon parameters shown,and a for an individual building component not
a truss system Before use the budding designer must verify the appkcabley of design parameters and property incorporate this design onto the overaw
!wilding design Bracing Indicated 6 to prevent buckling or ndrvqual truss web and/or chord members only Additional temporary and permanent craving MiTek
is always required for stall dy and to prevent collapse wale possible personal injury and property damage For general guidance regarding the
fabrication storage delivery erection and bracing of trusses and truss systems.see ANSr/TP11 Owelity Criteria,DSE149 and SCSI BulfdinS Component MiTek USA Inc
Safety fnformatron avadable horn Truss Plate IrlsbMe 2970 Cram Highway.Butte 203 Ala daft MD 24301 400 Sunrise Avenue Sure 270
Ro;eA:co 956.5i
Job Truss Truss Type Qty 'Ply
R69090823
PL21-374 M-U16 F02 Floor 1 1
I Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035. 8 430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 16 09:37 11 2021 Page 1
ID FRgK2t2AT2b5pA9C?PoRbMyB zf-pDmS FTeeCDNKjPGd7GgIsZTRgnnNzFgD9kdAAy6QiM
I 2-6-0a 2-2-11 I 1-3-0 t i—i
Scan-'24 9
301=
1.54 II Sod= 1.54 II 1.54 II 1.54 II US= 1.5a3 II
1 2 3 4 5 • 7 a
• s •• s
7
e • •
• a
12 11 ) 10
Sint= 384= 384= NM= 3x4=
5-7.3 6-4.3
4-19.3 4-t1,11 .6-2-11 , 14-7-t7 I
4-003 0-1 6 0-7-8 8-1-9
0-7-8 0-1-8 _
Plate Offsets(X.Y)- I11_0-1-8,EdgeJj12:0-178,Edgej
LOADING :pig) SPACING- 1-7-3 CSI. DEFL. in iloci rdefl Ud PLATES GRIP
TCLL 400 Plate Grip DOL 1 00 TC 0.40 Vert(LL) -0.12 10-11 >999 480 MT20 220/195
TCDL 100 Lumber DOL 1 00 BC 0.45 Vert(CT) -0.16 10-11 >999 360
BCLL 00 Rep Stress!nu YES WB 0.38 Horz(CT) 0.03 9 nla n/a
BCDL 5.0 I Code BC20181TP12014 Matrix-R Weight:67 lb FT=0%F,30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&B1r(flati TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 OF No.1&B1r(flat) except end verticals.
WEBS 2x4 OF StudlStd(tlal) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 13 4-4 9=0-4-8
Max Gray 13=638:LC 1) 9=638(LC 1)
FORCES. (Ib)-Max Comp.Max Ten -All forces 250(Ib)or less except when shown
TOP CHORD 2-3-176810 3-4=-1788/0 4-5=-1788/0,5-6=-1799/0,6-7-1799/0
BOT CHORD 12-13=0/1143 11-12=0/1788,10-11=0/1917.9-10=0/1145
WEBS 3-12=-257/C 4-11=-90/296 2-13-1264/0,2-1 2=0774 5.7.9=1265/0,7-10 )/723,
5-11=41.7'109
NOTES-
1 i Unbalanced floor live loads have been considered for this design.
2+Th s truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI 1
3 Recommend 2x6 strongbacks.on edge spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0 131"X 3-1 na s
Strong backs to be attached to walls at their outer ends or restrained by other means
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EXPIRES: 06/30/2023
December 16,2021
0 WARMN.. Vent'design peramete-a and REA_'NOTE; N THIS ANC INCLUDED MITEi REFERENCE PACE MI 7473 ley 5 I'20: -FORE USE
Design valid for use only with M,TeI®connectors.This design es based only upon parameters shown,and is for an individual building cemponeni not111
a truss system.Before use,the budding designer must verify the applcablay of design parameters and properly incorporate Ibis design into the overall
butting design Bracirg indicated is to prevent buckling of ndiridual truss web and/or Chord members only Additional temporary and permanent bracing Pk'
e always required for stability and to prevent collapse with possible personal injury and properly damage For general guidance regarding the
fabrication storage delivery erection and bracing of trusses and truss systems,see ANsu'TPIT Quality Crtterrrr,B5B-39 end aCSI Building Component MiTek USA.Mc
Safety information evadable horn Truss Plate Institute 2670 Cran Highway,Slide 203 Waitorf,MO 20601 400 Sunrise Avenue Suite 270
Roseville,CA 9566t
IJob Truss 'Truss Type lily rPy 7
R69l90824
PL21.374 M-U16 F03 Floor 9 I 1
Job Reference'optional)
Pacilic Lumber 8 Truss Co Lake Oswego OR-97035, 8 430 s Aug 16 2021 MiTek Industries.Inc Thu Dec 16 09:3723 2021 Page 1
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2.6-0 (t-4-1F 1-3-0 1.11-8
Scale=1 28 8
1.5343 II
1.5x3 II Sri 4a4= 1,54 II 3411= 1.543 II Jab= 15a1
1 2 3 4 5 0 7 11 9
• • a
g
14 u 12 11 10
47=
7.1.12
5-9-4 6-4-12 7-0-4 15-10-4
' 59.4 0-7-8'0-7.8 38-8
U1-8
Plate Offsets(X,Y)- (4:0-1-8,Edpe(,(12:0-1-8.Edpej
LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LLi -0.18 11-12 >999 480 MT20 220/195
TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CTi -0 26 11-12 >764 360
BCLL 0.0 Rep Stress Incr YES WB 0 48 Horz(CTy 0 04 10 n/a n/a
BCDL 5.0 Code BC2018/TP12014 Matrix-R Weight 78 lb FT=0%F 30t41
LUMBER- BRACING-
TOP CHORD 2x4 OF No.18Btr(flat} TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 OF No.18Btr(flat; except end verticals
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly app ied or 10-0-0 oc bracing
REACTIONS. (size) 15=0-4-4 10=Mechanical
Max Gray 15-736(LC 1),10=736(LC 1;
FORCES. (lb)-Max Comp./Max.Ten -All forces 250(lb)or less except when shown
TOP CHORD 2-3=-2189/0,3.4=-2189/0 4-5=-241310,5-6=-2413/0,6-7=2210/0.7-8=-221010
BOT CHORD 14-15=0/1351,13-14=0/2413 12-13=0/2413,11 12=0/2545. 10-11=0/1352
WEBS 4-13=-42/265.2-15=-1494/0 2-14 0/926,4-14-779/0.8-10-1495/0.8-11=0/949
6-11=-370/0,6-12=-301,180
NOTES-
1)Unbalanced floor live toads have been considered for this design
2)Refer to girder(s)for truss to truss connections.
3)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSUTPI 1
4)Recommend 2x6 strong backs.on edge,spaced at 10-0-0 oc and fastened to cacti truss with 3-10d(0 131'X 3")nails
Strongbacks to be attached to walls at their outer ends or restrained by other means
•���ED P R OFFS
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EXPIRES: 06/30/2023
December 16,2021
AWARNIN.. Vitally design parameters an!REAr.N TES ON THIS ANC,WCLL10EryMITEI(REFERENCE PAGE MII.7479 rev 5+19IHYM BEFORE USE
Design valid roc use Only wen MITeW3 connectors.This design is based only upon parameters shown,and is for an ndlidual buileing vrmponent nut
a truss system Before use.the budding designer must verify the applicability of design parameters and properly incorporate this desig,fate the overall
bulking design Bracing indicated is to prevent budding of ndivrdual truss web andfr-r.O,rrd members only Additional temporary and permanent bracing e
is always requued for stabiily and to prevent collapse wan possible personal n ury and property damage For general guidance rep rdng the
fabrication storage delivery.erection and bracing of trusses and truss systems see ANSI/Tail Qualify Criteria,DSB.4e and SCSI 8olydinp Component Welt USA,Inc.
Safety Information available horn Truss Plate Institute 2670 Cram Highway Suite 2C3 Waldorf MD 20601 400 Sunrise Avenue,Suite 270
L Roseville.CA 9SS61
Job Truss Truss Type Oly -Ply -
. R69090625
PL21-374_M-U16 F04 Floor 5 1
Job Reference(optionali
Pacific Lumber&Truss Co Lake Oswego,OR-97035 8.430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 16 09:37 26 2021 Page 1
ID FRgK2t2AT2b5pA9C?PoRbMyBlzf-16Am8Nf26p6Ee138"n1Ls0h4Ej5rOi7tl_svCpy8dt7
I _ 2-6-0 10-9-7 1-3-0 0-6-9U6.9
'Scat=13'7
484=
1.543 II 346= 1.543 II 344= 1.543 II 1.54 II 1.543 II 34= 1.543 II
1 2 3 4 5 6 7 5 9 10
a •a = e
1
e e
e e
15 14 13 12
395= 3410= 344= 46/= 3910= 365=
9-3.7 10-0-7
I 8.6-7 8-7-15 -10-15. 18.4.0 -
8-6-7 0-1-8 0-7-8 63.4
0-7-8 0-1-8 _
Plate Offsets(X,Y)— 113.0-1-8,Edge],[14:0-1-8,Edgee
LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (lac) Udell Lid PLATES GRIP
TCLL 40 0 Plate Grip DOL 1.00 TC 0 30 Vert(LL) -0.19 14 >999 480 MT20 220/195
TCDL 10.0 Lumber DOL 1.00 BC 0-48 Vert(CT) -0.26 14 >836 360
BCLL 0.0 Rep Stress Ina YES WB 0.56 Horz(CT) 0.05 11 n/a n/a
BCDL 5.0 Code IBC2018fTPI2014 Matrix-R Weight.84 lb FT=0%F,30%E
LUMBER- BRACING-
TOP CHORD 2x4 OF No.l&Bir(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals
WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 16=0-5-0,11=0-4-8
Max Gray 16=801(LC 1),11=801(LC 1)
FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=2481/0,3-4=-2481/0,4-5=-2993/0,5-6=2993/0,6-7=-2993/0,7.8=-2480/0,
8-9=2480/0
BOT CHORD 15-16=0/1484,14-15=0/2956,13-14=012993,12-13=0/2959,11-12=011484
WEBS 6-13=-282/158,2-16=1641/0,2-15=0/1102,4-15=-525/0,4-14=-186/338,9-11=164110,
9-12=0/1102,7-12=-546/0,7-13=210/378
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)This truss is designed in accordance with the 2018 International Budding Code section 2306.1 and referenced standard ANSI/TPI 1
3)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails
Strongbacks to be attached to walls at their outer ends or restrained by other means.
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EXPIRES: 06/30/2023
December 16,2021
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A WARNING Varty eesrgn rye remelars ar,y P r.i rMCLJ-iEL,MITEK REFERENCE PAGE MII-7r73 re. 5r15r2010 BEFORE USE
Design valid for use only with MiTek®connectors Trio desgn rs based only upon parameters shown and a for an individual baiting component,not
E.
a truss system.Before use,the building designer must venty the appkcabiliN of design parameters and property mcorporate this design into the overall
buying design Bracing indicated is to pevent buckling of individual Truss web andlor chard members only Additional temporary and permanent brae ng
n always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regardrng the
fabricabon storage debvery erection end bracing of trusses and truss systems see ANSUI"Ptt Qualify Criteria,DS849 and SCSI Building Component MiTek USA-Inc
Safety Information available horn Truss Plate insbtule 2670 Crain Highway Syne 203 Watorl MD 20601 400 Sunrise Avenue Suite 270
Rosev-ille.CA M•
Job Truss rrussType 1Oty IPly 1
R69090826
PL21-374_M-U16 FOS FLOOR 6 1
_Job Reference;notional)
Pacific Lumber 8 Truss Co Lake Oswego OR 97035. 8 430 s Aug 16 2021 MiTek Industries Inc Thu Dec 16 09:37.28 2021 Page 1
ID FRgK2t2AT2b5pA9C?PoRbMyBIzf-qUIWZ3hleQMytLCX6C4pxRmRMAkskgA7IL0Hhy80t5
0-9-0 1 2-6-0
•
1543 2 3x4 3 I5x3
Scale=1 9.4
Li
e
S 4
3x4 - 3x4 -
3-6-0
3-6-0
LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (hoc) Udell Lid PLATES GRIP
TCLL 40.0 Plate Grip OOL 1.00 TC 0.17 Verl(LL) 0.00 5 "" 480 MT20 220/195
TCDL 10.0 Lumber DOL 1.00 BC 0.07 Verl(CT) -0.01 4-5 >999 360
BCLL 0.0 Rep Stress Inc( YES WB 0.04 Horz(CT) 0.00 4 n/a n/a
BCDL 5.0 Code IBC2018/TPI2014 Matrix-P Weight:18 lb FT=0%F,30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins,
BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals
WEBS 2x4 DF SludlStd(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 4=0-2-0,5=Mechanical
Max Gray 4=148(LC 1),5=148(LC 1)
FORCES. (lb)-Max Camp./Max Ten -All forces 250(lb)or less except when shown
NOTES-
1)Refer to girder(s)for truss to truss connections
2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4
3)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 1.
4)Recommend 2x6 strongbacks,on edge spaced at 10-0-0 oc and fastened to each buss with 3-10d(0 131"X 3")nails
Strongbacks to be attached to walls at their outer ends or restrained by other means
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EXPIRES: 06/30/2023
December 16,2021
A WARNINr. y design pe'hinters and READ NOTES ON THIS AND INCLUDED MITEIr REAERENCE PAGE WI 7473 rev 5/142020 BE,ORE USE
Design valid for use only wen MrTekeb rnnnedors This design is based only upon parameters shown ands for an ndwidual building Component Del11111
a truss system aelore use the budding designer nest vent,"the applicabrldy of design parameters and properly incorporate this design into the Overall
binding design Bracing indicated is to prevent buckling of individual boss web anther Chord members only Adddional temporary and permanent bracing MiTek
is always required for staDeny and to prevent,-.Eapse with posside personal injury and property damage For general guidance regarding Urn
labrlcaion.storage delivery erection and daong o1 busses and truss systems see ANSI/7Pf1 Qualify Crtterlr.OSB49 and SCSI Bu1M1ng Component MiTek USA.Inc.
Safety information available ham Truss Plate Insmule.2070 Cram Highway Sate 203 Wa kiwi.MD 20601 400 Sunrise Avenue.Style 270
rlgtMre t:A 4tiOhl
Job Truss Truss Typo Qty Ply •
R69090827
PL21-374_M-U16 F06 FLOOR 2 1
Job Reference(optional)
Pacific Lumber&Truss Co Lake Oswego,OR-97035, 8 430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 16 09.37.30 2021 Page 1
p }p ID FRgK2t2AT2b5pA9C'PoRbMyBlzfantO KX HzliZ91cg6eMvEd6H0ssi3KQgATacg7Lay8Q13
1 2. 1 -1—t" ir I 2'2-0
Scale=1.29.0
1.50 II
I 5x3 II 21A= 4114= 1.5r0 II 3a4= 1.84 II UP= 1.343 I t
1 2 3 4 s s r 0
1 14 13 12 11
Sid= 1.5x3 II 3x4= 34= 34=
4x7=
1 17412
17412
Plate Offsets(X Y) 14.0-1-8.Edoe1[12 0-1-8,Edgo'
LOADING ,psi) SPACING- 1-7-3 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1 00 TC 0 50 Vert(LL) -0.20 11-12 >999 480 MT20 220/195
TCDL 10.0 Lumber DOL 1 00 BC 0 67 Vert(CT) -0.28 11-12 >719 360
BCLL 0.0 Rep Stress Inc( YES WB 0.49 Horz(CT) 0.04 10 n/a niia
BCDL 5.0 Code IBC2018/TPI2014 Matrix R Weight 78 lb FT-0%F 30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No 1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins,
BOT CHORD 2x4 DF No 1&Btr(flat) except end verticals
WEBS 2x4 DF StudlStd(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 15=0-4-4,10=0-2-7
Max Grav 15=745(LC 1),10=745(LC 1)
FORCES. (lb)-Max.Comp/Max.Ten -All forces 250(lb)or less except when shown
TOP CHORD 2-3=2227/0,3-4=-2227/0,4-5=2467/0,5-6=2467/0 6-7=-2249/0 7-8=-2249/0
80'CHORD 14-15=0/1371 13-142467,12-13=0/2467,11-12=0/2606.10-11�/1372
WEBS 4-13=-37/286.2-15=-1515/0,2-14=0/946,4-14=81810 8-10=1517/0 8-11=0/969
6-11=-394/0,6-12=-311/190
NOTES-
1)Unba anced floor live loads have been considered for this design
2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10
3)This truss s designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 1
4)Recommend 2x6 strongbacks,on edge spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails.
Strong backs to be attached to walls at their outer ends or restra ned by other means
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EXPIRES:06/30/2023
December 16,2021
A WARNINr.-Verily design parameters and READ NOTES lid THIS ANJ INCLUDE7 MITE.,RV-ERENCE PAGE MII-7173 ion 5/192020 3ErJRE USE pill
Design valid for use only with MiTek®connectors This design is based only upon parameters shown.and is for an individual building component.not
a truss system.Before use the budding designer must verily the applicabil y of design parameters and properly incorporate this design into the overall
budding design Bracing indicated is to prevent buckling of indvidual truss web ander chord members only.Additional temporary and permanent bracing MTe k
is always required for stabd•y and to prevent colldpse with possible personal iryury and property damage.For general guidance regarding the
fabrication storage delivery erection and tracing al trusses and truss systems,see ANSI/Ten QwOy Crk•Aa,DSB-U sod SCSI aulkeng Comporwnt MiTek USA.Inc.
Soh"lnformstion available from Truss Plate Institute,2670 Craw Highway,Sune 203 Waldorf,MO 20601 400 Sunrise Avenue Skate 270
Roseville,CA 95661
Job Truss Truss Type Oty Pry
R69090828
PL21-374_M-U16 F07 FLOOR 3 1
_ 1 _ IJob Reference;optional'
Pacific J umber&Truss Co, Lake Oswego,OR-97035, 8 430 s Aug 16 2021 MiTek Industries Inc Thu Dec 16 09.37-32 2021 Page 1
10 FRgK2t2AT2b5pA9C7PoRbMyBlz1-iGX1OOkphfs0MyVNL2816Hx2x76loRgm2wJE0Sy8Ot1
2-6-0 9-4.1F, 1-3-0 1 r_ 1-11-8
Scale=1 28.6
1.583 II
1.5x3 II 3471= 481= 1.5e•3 II 3ru1= 1.583 II ace 15.3
1 2 3 4 s ! 7 S 9
1 14 13 12 11 10
3.5= 1.5aA II 3•4= 348= 3rr5=
417=
16-10-4 _
16 10-4
Plate Offsets[X,Y)— [4:0-1-8,Edgel,[12 0-1 8£dpel
LOADING (psi) SPACING- 1-7-3 CSI. DEFL- In (ioc) udefl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0 18 11-12 >999 480 MT20 220/195
TCDL 10.0 Lumber DOL 1.00 BC 0 64 Verl(CT1 -0 26 11-12 >764 360
BCLL 0.0 Rep Stress Inca YES VeB 0 48 Horz(CT; 0 04 10 n/a n/a
BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight:78 lb FT=0%F,30`+,1-
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr(flati TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 OF No.l&Btriflat' except end verticals.
WEBS 2x4 DF Stud/Std(flat; BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 15=0-4-4,10=Mechanical
Max Gray 15=736(LC 1) 10=736(LC 1)
FORCES. (lb)-Max.Comp.%Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3-218910,3-4-218910,4-5=-241310,5-6-2413/0,6-7-221010,7-8-2210/0
BOT CHORD 14-15=0/1351,13-14 12413,12-13=02413,11-12=0/2545, 10.11=0/1352
WEBS 4-13=-42/265,2-15=-1494/0,2-14=0/926,4-14=778/0,8-10=149510,8-11=0/949,
6-11=-370/0,6-12=301/180
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s)for truss to Truss connections
3)This truss is designed in accordance with the 2018 International Build ng Code section 2306.1 and referenced standard ANSIITPI 1
4)Recommend 2x6 strongbacks on edge spaced at 10-0-0 oc and fastened to each truss with 3-10d f0 131"X 3"}nails.
Slrongbacks to be attached to walls at their outer ends or restrained by other means
I
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EXPIRES:06/30/2023
December 16,2021
0 WartuING Veiny design parameters and READ NOTES Oh 111R.AVO I1 LJBEC MiTEK REFERENCE PAGE ME 14 J7,rev siisiz020 BEFORE U/E •
Design valid for use only with MITekte connectors.The design is based only upon parameters shown and 5 for an individual balding component rat
a truss system Before use the building designer must vent>the ap$cabdity of design parameters and properly Incorporate d1t design into the overall
building design Bracing udicated 5 to prevent buckling of individual truss web and/or chord members only Additional temporary end permanent bracing iTek-
a always required for 5latyiry and to prevent colapse with possible personal injury and property damage For general guidance regarding the
fabrication,storage delvery erection and bracing of trusses and truss systems see ANSI/PI1 Qualify Criteria.DSB-99 and 8CS1 Bunting compon.nf MITek USA.Inc.
Softly Information avarable how Truss Plate instdule,2870 Crain Highway.Suite 203 Weldor/.MO 20001 400 Sunrise Avenue.Suite 270
__ atW.Yai CA yeti!
Job Truss Truss Type Oty Ply
, R69090829
PL21-374_M-U16 F06 FLOOR 5 1
Job Reference(2ptional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8,430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 16 09:37:33 2021 Page 1
ID:FRgK2t2AT2b5pA9C7PoRbMy8lzf-AS5PcmkRSytFz65Uvlf_eUTHJXYrXxpvGa3nyvy86t0
l 2.6.0 1-10-7 11 1-3 a0'1 I 1-8-0 I
Scale:1@"•1'
1 5.3 1 3.1= 1.54 II 1.5e3 II 3x5= 3.4 II 3.$=
1 2 3 4 — 5 6 7 6
• • •
• • • • • •
♦
a •
v /3 12 11 9
3.4= 114= 1.54 II ilk= 3*= 1.54 II
r 12.1.42 I 14-0-12 ,
12.1-12 1-11-0
Plate Offsets(X,Y)-- j4 0-1.8,Edge,j8.0-1-8,Ed0e1113:0-1-8.Edpe) _
LOADING (psf) SPACING- 1-7-3 CST. DEFL. in (roc) Udell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1,00 TC 0 24 Vert(LL) -0.03 13-14 >999 480 MT20 220/195
TCDL 10 0 Lumber DOL 1,00 BC 0 20 Vert(CT) -0.06 13-14 >999 360
BCLL 0 0 Rep Stress Inc( YES WB 0 31 Horz(CT) 0 01 9 n1a n/a
BCDL 5 0 Code BC2018/TPI2014 Matrix-R I Weight 67 lb FT=0%F,30%E
LUMBER- BRACING-
1 OP CHORD 2x4 OF No 1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins
BOT CHORD 2x4 OF No 1&Btr(tlat) except end verticals
WEBS 2x4 OF Stud/Stdfflat) BOT CHORD Rigid ce.ung directly app ied or 10-0-0 oc bracing
REACTIONS. (size) 9=Mechanical.14=Mechanical,10 0-5-8
Max Uplift 9=408(LC 3)
Max Gray 14=463(LC 3),10=1116(LC 1)
FORCES. (lb) Max.Comp/Max Ten -All forces 250(lb)or less except when shown.
TOP CHORD 8-9=0/404,2 3=1002/0,3-4=1002/0.4-5=-944/0,5-6=.944f0,6-7=0/623,7-8=0/621
801 CHORD 13-14=0/772,12-13=0/1002,11-12=0/1002,10-11=0/404
WEBS 2-1 4=-8 5310,2-13=01323,6-10=-1132/0,6-11 .-11603 8-10-739/0
NOTES-
1)Unbalanced floor live loads have been considered for this design
2)Refer to girder(s)for truss to truss connections.
3)Provide mechanical connection(by others)of truss 10 bearing plate capable of withstanding 408 lb uplift at joint 9
4)This Truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSUTPI 1
5)Recommend 2x6 srongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d±0 131"X 3")nails
Strongbacks to be attached to walls at their outer ends or restrained by other means
6)CAUTION.Do not erect truss backwards.
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FSSEGIONAL EXPIRES:06/30/2023
December 16,2021
e WARMING Verify design pMotel ers and LUDED MITEK REFERENCE PAGE MII 7a73 rev lding c 0 BEFORE USE
Design veld roc use only*66 Motel®cwnect0rs m s desig n 6 Odsell only upon parameters shown,and 6 for an individual building component notWill
a truss system.Setae use,the building designer must venry the apphmmbsey of design parameters and properly incorporate this design into the overall I
budding design &acing indicated is to prevent buckling of individual truss web and/or chord members only.Addition at temporary and permanent bracing M ire k
a always required for stability and to prevent collapse wth possible personal injury and property damage For general guidance regarding the
fabrication storage dekvery,erection and bracing el trusses and truss systems,see ANSVTPII Outfit/Criteria,OSCdi and SCSI Building Component Meek USA.Inc_
SafelyfnrormaUon Bondable tram Truss Plate Institute 2670 Crain Highway.Suite 203 vayldor1 MD 20601 400 Sunrise Avenue.Suite 270
Roseville.CA 95661 ,
Job Truss Truss Type Q1y Ply
R690901330
PL21-374_M-U16 F09 Floor 1 1 1
i_ Job Reference I_iPuonel i i
Pacific(.umber 8 Truss Co, Lake Oswego.OR•97035. 8 430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 16 09 37-35 2021 Page 1
ID FRgK212AT2b5pA9CrPoRbMyBlzf 7rD91Smh_aFzDQFt1Ai5vZeBLH89vICkuYu0ny8Qt_
1 0-94 _ I 1 2-2-12 3x4
I 3104 - 2 3x4 t- 3
Scale=1 9 4
\ __.-
k , _
_c s(,,
6 4
1 5x3 I 3,6 - 1 5x3 I
1.00.4 3-6-0
1-0-4 _ 2.5-12
Plate Offsets(X.Y)- L3:0-1-8.Edgej _
LOADING (psf) SPACING- 1-7-3 CS!. DEFL. in (bc) Udell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) 0.00 5 "" 480 MT20 220/195
TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) -0.00 4-5 a999 360
BCLL 0.0 Rep Stress Ina YES WB 0.02 Horz(CT) 0.00 4 n/a We
BCDL 5.0 Code IBC20181TPI2014 Matrix-P Weight:21 lb FT=0%F,30%E
LUMBER- BRACING-
TOP CHORD 2x4 OF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins,
BOT CHORD 2x4 DF No.18Btrlflati except end verticals.
WEBS 2x4 OF Stud/Std(flatl GOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 6=Mechanica,4=0-2.0,5=0-5-8
Max Uplift 6-33i,,LC 4)
Max Gray 6=23iLC 3),4=86(LC 4),5=222(LC 1)
FORCES. (Ib)-Max Comp Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced floor live loads have been considered for this design
2)Refer to girder(s)for truss to truss connections
3)Provide mechanical connection i by others)of truss to bearing p ate at joint(si 4
4)Provide mechanical connection I by others)of truss to bearing pate capable of withstand ng 33 lb uplift at joint 6.
5)This truss is designed in accordance with the 2018 International Bu'ding Code section 2306.1 and referenced standard ANSIITPI 1
6)Recommend 2x6 srongbacks on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131-X 3",nails
Strongbacks to be attached to walls at their outer ends or restrained by other means
7)CAUTION,Do not erect truss backwards
00 PROFF
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EXPIRES: 06/30/2023
December 16,2021
aWARNIN• Venfy design paamele-•and READ TEr..rNTHSANCNCIIA1F'?MITEK REFERENCE PAGE Mu74,1 SJ19Q020 BEFORE LSE Mil
-
Desgn valid for use only writ,MITeke connectors.This design a based only upon parameters shown,and is for an individual building component not
a truss system Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design gracing'indicated a to prevent budding of ndiidual truss web and/or chord members only Addrbonal temporary and permanent bracing MiTek
a allays repucollapseed for stabddy and to prevent collapse with possible personal injury and property damage Fa regarding guidance regard the 1
fabrication storage delivery.erection and bracing of trusses and truss systems see ANSV TPrt Qualify CrMeria,DSB-Ba mid aCSI Butiding Component MiTek USA.Inc
Safety lnformabon available Nom Truss Plate Institute 2670 Crain Highway Sude 207 Wanarl MD 20601 400 Sunrise Avenue Saute 270
MnNAI,:.A4se6l
Job _ lTruss `Truss Type -Oty Ply
R69090831
PL21-374 M-U16 Ft0 Floor 3 1
Job Reference(optional)
Pacific Lumber&Truss Co. Lake Oswego,OR.97035, 8 430 s Aug 16 2021 MiTek Industries.Inc Thu Dec 16 09:37-36 2021 Page 1
p q�p 10:FRgK2t2AT2b5pA9C?PoRbMy131zf-blrYEonJltNegZg3atDhG751DrAWGRMzYHRYEyeosz
I 2-6-0 1 �T�1-— 1 1H 2.4 -�
Sc •t27.3
1.343 It
1 So(3 I alas= 4x4= 1.543 II 3s4= 1.54 II its= 1.54 II
e 2 3 4 a a 7 a 9
s
t v 14 13 12 11 m
345= 1.543II 344= Sall= 35=
4117=
7.1-12
- 5-9_4 ,_e-4-124 7.0-4 1 e-,.r.
5.9-4 ---- 0-7-8 •0-7-e i* 6-".4 -I
0-1-8
Plate Offsets(X,Y)- i4:0-1-8,Edge1112:0-1-8,Edge;
LOADING (psi) SPACING- 1-7-3 CSI. DEFL. in (bc) Vdefl Ltd PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0 14 11-12 >999 480 MT20 220/195
TCDL 10 0 -umber DOL 1 00 BC 0.52 Vert(CT) -0 20 11-12 >953 360
BCLL 0 0 Rep Stress Inch YES WB 0.44 Horz(CT) 0 03 10 n/a ma
BCDL 5 0 Code IBC2018/TP12014 Matrix-R Weight 75 lb FT=0%F 30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No 1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins
DOT CHORD 2x4 DF No 1&Btr(flatl except end venIca s
WEBS 2x4 DF Stud/Std(flat( BOT CHORD Rigid ceiling direct y applied or 10-0-0 oc bracing
REACTIONS. Isize) 15=0-4-4 10=0-2-12
Max Gray 15=702(LC 1),10=702(LC 1)
FORCES. (lb)-Max.Comp./Max Ten -All forces 250(lb)or less except when shown
TOP CHORD 2-3=204710,3-4=-2047/0,4-5=-2217/0,5-6=-2217/0,6-7=2066/0.7-8=-2066/0
GOT CHORD 14-15=0/1280,13-14=0/2217,12-13=0/2217,11-12=0/2324,10-11=0/1278
WEBS 2-15=-1415/0,2-14=0/849.4-14=641/36,8-10=1413/0,8-11=0/871 6.1 1=-2 9510.
6-12=-277/148
NOTES-
1; Unbalanced floor live loads have been considered for this design.
2,Provide mechanical connection(by others:of truss to bearing plate at joints)10
3y This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 1
4)Recommend 2x6 stmngbacks,on edge spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3-)na s
Strong backs to be attached to walls at the outer ends or restrained by other means
:kEp PROFFS
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EXPIRES:06/30/2023
December 16,2021
O WARNING Verily design parametea and READ NOTES ON THl5 ANO NCLUOEDMITEK REFERENCE PAGE MA 74'3,ev:10R020 BEFORE USE
Design valid for use only with MiTek®connectors This design a based only upon parameters shown.and is for an individual building component.not
a Wss system.Before use,the budding designer must verify the applpbitity of design parameters and properly incorporate this design into the overall
building design. eiadrrg indicated is to prevent buckling of individual truss web anwor chord members only.Additional temporary and permanent bracing !Mk
a always required for stability and to prevent collapse vMh possible personal injury and property damage.For general guidance regarding the
fabrication.storage,delivery,erection and bracing Al trusses and truss systems-see AH56,1711 Quality CNrelfa,0SB49 bid BCS1 Building Component MiTek USA Inc
Seedy lnfonnaeon available horn Truss Plate Institute.2870 Crain Highway,Rude 203 Waldorf,MO 20801 400 Sunrise Avenue Suite 270
Roseville,CA 95881
Job 'Truss Truss Type Oty -Ply
• R69090832
PL21-374_M-U16 F11 Floor 7 1
Job Reference;optional;
Pacific Lumber&Truss Co. Lake Oswego OR-97035 8 430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 16 09:37 43 2021 Page 1
ID-FRgK2t2AT2b5pA9C?PoRbMyBlzf-uNiBiBsi51 FgAesPVrrK2buuWZpysNTOa7UJHKy8Oss
F 2-6-0 1-10-2 I 1-3-0 ?-51
Scale-1 33.0
1.54 II
1.5x3 II 417= 1.Sr3 II 324= 1 Sal I I IA= 4/4= 487= 1.34 II
1 2 3 4 S 8 7 8 11 10
a W
T
r .--., e a e s
18 15 14 13 12
3x8= 3c12= 3a8= 1.54 II 1.5x3 II 34=
4x10=
13-7-2
12.4.2 1?-11.1v 191-0 i
12-4-2 0-7 8 07-8 54-14
Plate Offsets(X,Y)- L6-0-1-8,Edie;17'0-1-B.Edpel - - --
LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (tic) Udefl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0 58 Vert(LL) -0.27 14-15 >847 480 MT20 220/195
TCDL 10.0 Lumber DOL 1 00 BC 0 85 Vert(CT) -0.37 14-15 >618 360
BOLL 0 0 Rep Stress Inc: YES WE 0 62 Horz(CT) 0.06 11 n/a n/a
BCDL 5.0 Code BC20181TPI2014 Matrix-R Weight 89 lb FT=O°SF 30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No 18B1r(8atl TOP CHORD Structura wood sheathing directly applied or 6-0-0 oc purl ns,
BOT CHORD 2x4 DF No 18Btr(flat) except end verticals.
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braung
REACTIONS. (size) 17=0-2-0 11=0-4-8
Max Gray 17 848(LC 1),11=848(LC 1)
FORCES. (lb)-Max.Comp./Max Ten -All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2681/0.3-4=-2681/0,4-5=-3424/0,5-6-3424/0,6-7=-3010/0,7.8=-2659/0,
8-9=-2659/0
BOT CHORD 16.17=0/1585,15-16=0/3264,14-15=0/3010, 13-14=0/3010,12-13�/3010,11-12=0/1589
WEBS 7-13=0/390,2-17=-1753/0 2-16=0/1211,4-16=-645/0,4-15=0/250,5-15-259/0,
6-15=-51,622,9-11=-1757/0,9-12=0/1183.8-12-114/264,7-12=-994/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Provide mechanica connection(by others)of truss to bearing plate at loint(s)17.
3)This truss is designed in accordance with the 2018 ntemational Building Code section 2306.1 and referenced standard ANSIITPI 1
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
����NG NEF s o
s
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A. H �SSI0NALti,G
EXPIRES: 06/30/2023
December 16,2021
p v:,Rft,rt
r ly desyl„palarnelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE mu 74I1 rev}1921'2?!t[t:711!I.SC ��-
Design vakd for use only wi h MiTee d)connectors This design is based only upon parameters shown 's and for an indivftlu al balding component,not
a cuss system Before use the budding designer must nerdy the appleahiny of design parameters and properly incorporate this design onto the overall
budding design Braang indicated is to prevent bucking of i-dkidualtruss web and/or chord members only.Additional temporary and permanent braans Wek-
s always requi.ed for stability and to prevent collapse with possible personal injury and pus petty damage For general guidance'egardrrg the
fabocabon,storage dekvery orecton and bracing of trusses and buss systerns.see ANSI/TPII Ovally Crft.rfa,DS8-S9 and SCSI BuNding Component MiTek USA.Inc.
Silty Information available horn Truss Plate Institute.2610 Crain Highway.Sole 203 Waldorf.MD 20601 400 Sunrise Avenue,Suite 270
, Roseville.CA 05801
Job ..Truss Truss Type rty Ply )
R69090833
PL21374_M-(J16 F12 FLOOR 14 1
Job Reference optional
Pacific Lumber 8 Truss Co Lake Oswego,OR-97035 8 430 s Aug 16 2021 MiTek Industries.Inc. Thu Dec 16 09.37:45 2021 Page 1
ID:FRgK2t2AT2b5pA9CiPoRbMyBlzf- mgo7luzdeVYPy0ocGto70zJvNdgKOeg1RzOMCy8Qsq
2-6-0 2-0-I1 • 1-3-0 2-5-1
5,ale 1/4'-1
1.5x3 II 71N= '503 II 1.3s3
a 2 3 4 ale/= S
I
I
ri
314= 1.3x1 II
Sod= 3ue4=
8-8-12
8-8-12
Plate Offsets(X,Yt-- [4:0-1.8.Edje1,j8 0-1-8,Edge1
LOADING (ps() SPACING• 1-7-3 CSI. DEFL. in Coe) Udell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.27 Vert(LL) -0.06 8-9 >999 480 MT20 220/195
TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(CT) -0.10 8-9 >999 360
BCLL 0.0 Rep Stress!nor YES WB 0.19 Horz(CT) 0 01 6 n/a n'a
BCDL 5.0 Code IBC20181TP12014 Matrix-R Weight:40 lb FT=0%F.30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins,
BOT CHORD 2x4 DF No.1&6tr(flat) except end verticals
WEBS 2x4 OF Stud/Std;flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 9=0-2-4,6=0-4-8
Max Gray 9=378(LC 1),6=378(1 C 1)
FORCES. ;Ib)-Max.Comp.,'Max.Ten.-All forces 250(ib)or less except when shown.
TOP CHORD 2-3=643/0,3-4=-643/0
BOT CHORD 8-9=01592.7 8=01643,6-7=0/643
WEBS 2-9=65510,4-6=711/0
NOTES-
1.'Unbalanced floor live loads have been considered forth s design
2i Provide mechanics connection(by others)of truss to bearing plate at joint(si 9
3)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 1
4i Recommend 2x6 strongbacks on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3"i na s
Strongbacks to be attached to walls at their outer ends or restrained by other means
RPED P OFA-� NNGE �%io��� 022P � tY
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y <%,,OREGON r2� 4N ` •
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SSIONALOG
EXPIRES:06/30/2023
December 16,2021
ill
OWARNING J.r,frriosig,parameters and READ NOTE: i N7Hh:.AN INCL iElrMITEK Ire ERENCE PAGE Mil r4'1re. ' -
Design valid Er use only with MiTek 9 connectors The design is based only upon parameters shown and Is bu an individual budding component not
a buss system Before use the budding designer most verify the applitabr iy of design parameters and property incorporate the desgn into the overall building design Bracing indicated is to prevent budding or individual truss web and",Chard members r�only Additional temporary and permanent bracing M I lek
is always required for stab44y and to prevent coNapse with possible personal Injury and property damage For general guidance regarding the
labncabon storage delivery erection and bracing of trusses and buss systerrus.see ANSVTPri Quality Criteria,OSSJg and BCSt Building Cwnponerrl MrTek USA Inc.
Salary fdldrinatlon avaiabhe horn Tars Plate institute 2670 Crain Higlnvay.Suite 203 Waldorf MD 20601 400 Sunrise Avenue Sine 270
Roseville-CA 85661
Job Truss 'Truss Type Oly 'Ply
R69090834
PL21-374_M-U16 F13 FLOOR 1 1
I _ Job Reference,oplronali
Pacific Lumber 8 Truss Co., Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries Inc Thu Dec 16 09:37 47 2021 Page 1
to FRgK212AT2b5pA9C7PoRbMyBlzt-m8xiYZvD9G1GfG9AkhvGCR3hdPJUoHJzUISWR5y8Oso
2a•0 1 P412 i 1-3-0 1-3-8
Scala=1 18 7
• 1.00 II
1.5dr4 II 30= 4,x4= '.Sa3 .. 314 — 1,5.x3 II
1 2 3 4 6 e 7
4 « ♦ «
4
1 rl 10 9 —
311= 31d=
11412
11412 {
Plate Offsets_(_X YZ [4:0-1-8 Edge],[9:0-1-8,Edgel
LOADING (psf) 1 SPACING- 1-7-3 CST. DEFL. in floc) I/defl Lid PLATES GRIP
TCLL 40 0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) 0.04 11 >999 480 MT20 2201195
TCDL 10 0 I Lumber IDOL 1,00 BC 0.30 Vert(CT) -0 07 11-12 >999 360
BOLL 0.0 1 Rep Stress Inc' YES WB 0.24 Horz(CT) 0 01 8 n/a Na
BCDL 5.0 Code IBC2018ITP12014 Matrix-R Weight:52 lb FT=0%F,30%E
LUMBER- BRACING.
TOP CHORD 2x4 OF No 1&Btr(flat) TOP CHORD Structure wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 OF No.1&Btr(flat) except end verticals.
WEBS 2x4 OF Slud/Std(flat) BOT CHORD Rigid cei ing directly app led or 10-0-0 oc bracing
REACTIONS. (size) 12=0-4-4,8=0-3-6
Max Gray 12=481(LC 1),8=481(LC 1)
FORCES. (lb)-Max Comp./Max Ten -All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1123/0 3-4=-1123l0.4-5=1040/0,5-6=1040/0
SOT CHORD 11-12=0/813 10-11=0/1040 9-10=0/1040 8-9=0/814
WEBS 2-12=-899/0 2-11=0/343,3.110-252116 4-11=-91/339,6-8=899/0,6-9=0l373
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)This Truss is designed in accordance with the 2018 ntemational Building Code section 2306 1 and referenced standard ANSUTPI 1
3)Recommend 2x6 strongbacks,on edge spaced at 10-0-0 oc and fastened to each truss with 3-16d(0 131"X 3")nails
Strongbacks to be attached to walls at their outer ends or restrained by other means.
00
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9 FMBER \1 A '
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EXPIRES: 06/30/2023
December 16,2021
A WARNING Vmfy design paramele,and REA''M:,IE.":1N TH':AN:>!Nth.J:330MITE•,REFERCNCE PAGE bill 7a73 rev 5.190020 BEFOREOZE MI/
Oesgn valid for use carry with MiTek®connectors.This design a based only upon parameters shown and is for an individual budding component not
a truss system.Before use the bolding designer must verily the appitabr Ay of design parameters and properly incorporate this design ado tie everal'I
building design Bracing indicated ins to prevent buckling of individual truss web and/or'Hord members only Add0lonal temporary and permanent bray-..g MiTek
4 always required for slabilay and to prevent raiapse wilh possible personal injury and property damage Fr:r general guidance regarding the
fabrication.storage delivery enednar and bracing of trusses and truss systems see AN51/TP11 Ouaerry Carona,DSB-80 end BCS1 Budding Component MiTek USA,Inc
Safety Information available from Truss Plate Institute 2070 Crain Highway Sude 203 Waldorf MD 20601 400 Sunrrse Avenue.Suite 270
Pr Se.'de_:A_ 44I
Job ITruss 1Truss Type Oly Ply
R69090835
PL21-374_M-U16 F14 Floor 1 1
Job Relerenceistional
Pacific Lumber&Truss Co., Lake Oswego,OR-97035. 8 430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 16 0937:48 2021 Page 1
ID FRgK2t2AT2b5pA9C?PoRbMyBlzf-ELV4IuwrwZl7GPkNHPRVtfhr0ae2Xkz71P134zXy8Osn
I - - 2-6-0 ---t . 1-3'0 1 • 2-3-4 _
Scale=1 17 5
t84311
154 II 3a1= 4*4= I t,x1
1 2 3 4 6 all.= 6
...t..IL-
'"-----------------s.---s.----s.-s.-----------'.."'---.-----'--------,17/ t i
„,..,... ...„.......,......„.......Th,,...:
4
1 � 90 as 8
< ,
44= EU) II 1lor3 II
3e4=' 3M=
5-9-4 - 6-4-12 , 7-0-4 i 9-8.8
5-9-4 0-7-8 0-7-8 2-6-4
Plate Offsets(X,Y)- 14 O-1-8_Edgej j5:0-1-8,EQge.
- -
LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in Doc) Udefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.04 9 >999 480 MT20 2201195
TCDL 10.0 Limber DOL 1.00 BC 0.34 Vert(CT) -0 06 10-11 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 001 7 n/a Pia
BCDL 5.0 Code IBC20187TP12014 Matrix-R Weight.46 lb FT-0%F,30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pullins,
BOT CHORD 2x4 OF No.l&Btrlflatl except end verticals
WEBS 2x4 OF StudlStd(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS (size) 11 :1-4-4 7=0-3-14
Max Gray 11=414(LC 1).7=414(LC 1)
FORCES. (lb)-Max Comp/Max Ten -All forces 250(lb)or less except when shown
TOP CHORD 2-3=-843/0,3-0=843/0,4-5=-69210
BOT CHORD 10-11=0/672 9-10=01692,8-9=0/692,7-8=0/692
WEBS 2 11=-743/0,3-10=29210,4-10=0/473,5-7=-7 7 510
NOTES-
1 I Jnbalanced floor live loads have been considered for this design
2 i This truss is designed in accordance with the 2018 International Build ng Code section 23061 and referenced standard ANSI/TPI 1
3 i Recommend 2x6 strangbacks on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means
��SkEQ PRQFF--c,,
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4
IC
cnS A. HEAaP A�°•�F��°ci : 4'
EXPIRES:06/30/2023
December 16,2021
__
A WARNING VenA design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-'i73•id v15.0.20 aEFORS USE
Design valid for use coy with MrTek®connectors Tins design is based only upon parameters shown and is for an individual balding component_not
a truss system.Before use,the building designer must verify the appacabd0y of design parameters and property incorporate ISO design into the overall
building design Bracing indicated is to prevent bucking of individual truss web andlur chord members only Additional temporary and permanent braong M iTe k
s always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the
labricaoon storage delivery.erection and bracing of trusses and truss systems see ANSL7Pr1 Quality Criteria,f7SB-e9 and SCSI auuding Component Weir USA Inc
Safely lnfonnarion available from Truss Plate Institute 2670 Crain Highway Suite 203 Waldorf MD 20601 100 Sunrise Avenue Suite 270
Roseville,CA 95661
Job Truss Truss Type IO11
Ply
R69090836
PL21-374 M-U16 F15 FLOOR I7 1
Co.. ! Job Reference pyrioneli
Pacific Lumber&Truss Lake Oswego.OR-97035, 8 430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 16 09.37 50 2021 Page 1
ID.FRgK2t2AT2b5pA9C?PoR bMyBlzf-AldgAay5S B8r1AlulPgT_g4hB40KS7dpPBjgB I Oy8Qsl
2--0 0-4-12 1-3-0 1-9-12
Scale=1 16.7
1.5a I I 31w= 1.504 II 4a4= 1.5413 II
1 2 3 4 S 344=
L _ L
4
Y
•1 10 9 9
4185= 1.54 II 1 SA I I r
3001= br4=
9-1-0
_ I 9-1-0
Plate Offsets(X,Y)-• 14:0-1-8,Edge),15:0-1-8,Edge)
LOADING (psi) SPACING- 1-7-3 C51. DEFL. in (toe) Udell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.04 9 >999 480 MT20 220/195
TCDL 10.0 Lumber DOL 1.00 BC 0.35 Vert(CT) -0.06 10-11 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.01 7 n/a n/a
BCDL 5.0 Code IBC20181TPl2014 Matrix-R Weght:44 lb FT=0'4F,30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins,
DOT CHORD 2x4 DF No 18Btr(flat) except end verticals.
WEBS 2x4 DF StudlStd(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 11=0-4-4.7=0-2-12
Max Gray 11=394(LC 1),7=394(LC 1)
FORCES. (lb)-Max Comp./Max Ten,-All forces 250(lb)or less except when shown
TOP CHORD 2-3=-759/0,3-4=759/0,4-5=581,0
DOT CHORD 10-11=01629,9-10=0/581,8-9=01581,7-8=0/581
WEBS 4-9=265/0,2-11=-695/0,3-10=-300/0,4-10�/504,5-7=455/0
NOTES-
1)Unbalanced floor live loads have been considered for this design
2)Provide mechanical connection(by others)of truss to bearing plate at Joint(s)7.
3)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131"X 3")nails
Strongbacks to be attached 10 walls at their outer ends or restrained by other means.
I
OD PROp8�1aG 1 NE-€ /0
Q PE ' ON1O k.�
, �'
Li) (At
9 AT OREGON r5� lid ��
1 O
9coSMgER \�Q� "°fit, RFC S639S9 q,�
A. HEP sc-
�SStONAI.0TSS G
EXPIRES:06/30/2023
December 16,2021
A WARNING Verify design parameters and READ NOTES Ctftt TM,:AM)NCI I DP:MITEK REFERENCE PAGE MI 7471 rev sit VZ,7)0 acFr'IRF l.SF --
Design vakd for use only with MiTelc®connectors This design Is based only upon parameters shown and is for an individual building component not
a truss system.Belwe use the budding designer must verify the applicabdny of design parameters and property.corporate this design into the overall
building design. Bracing indicated is to prevent Duckling of individual buss web andlor chord members only Additional temporary and permanent bracing Mrrek
is always required for stolidity and 10 prevent co➢apse with possible personal injury and properly damage. For general guidance regarding the •*'��v
fabrication,storage delivery erection and bracing of busses and truss systems see AMSNrPl1 Quality Crtrena,P58-da•rtd a cxi Building Component MiTek USA,Inc
Safety Information avadable from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf MD 20601 400 Sunrise Avenue.Suite 270
RnftllligSAMIMI
Job - 1-Truss Truss Type �O[y Ply
PL21 374 M-U16 F16 Floor I1 1 R69090837
f Job Reference(q:tionall
Pacific Lumber 8 Truss Co., Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 16 09:37'52 2021 Page.1
ID.FRgK212AT2b5pA9C7PoRbMyBlzf-761bbGzM_o0YI128WEVSvVmXeB7 TYUw19H61y8Osj
�_ 2-6-0 0-4.12 1-3-0 _t 1_ 1-9-11 I I 1-5-1
Seals•1 18 2
1.54 II
1.5113 II Jed= eat= 9x4 II 9111=
1 2 3 4 $3114= 4 7
i 11 :-. iimv.. 1, A
NIP' I
1 12 • 11 10 le d
4xS= 144 II 1 Sx3 II
204= 900= 1.903 ll
5-9-4 6-4-12 1-¢4 9-0.15 10-9-0
5-9-4 4- 0-7-6 t 0-7-8 2-0-11 1.8.1 '
Plate Offsets(X,Y)- 14:0-1-8,EdOe1,15:0-1-8.Edae1,L7:0-1-8Edlel -- —
LOADING (psf) I T
SPACING- 1-7-3 CSI. DEFL. in (loc) Udell Lidd I PLATES GRIP
TCLL 40 0 1 Plate Grip DOL 1 00 TC 0.23 Vert(LL) -0 04 11 >999 480 MT20 220/195
TCDL 10 0 I Lumber DOL 1 00 BC 0.34 Vert(CT) -0 06 12-13 >999 360
BCLL 0 0 Rep Stress Ina YES WB 0.24 Horz(CT) 0.01 8 nla n/a
BCDL 5.0 Code tBC20181TP12014 Matrix-R Weight 54 lb FT=0%F,30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No 1&Btr(Bat) TOP CHORD Structure wood sheathing directly applied or 6-0-0 oc purtins,
BOT CHORD 2x4 DF No.1&Btrtflat) except end verticals
WEBS 2x4 DF Stud/Std(flat) BUT CHORD Rigid ce ing directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 8=Mechanical,13=0-4-4,9=0-5-8
Max Uplift 8=-5(LC 3)
Max Gray 8=105(LC 7),13=392(LC 3).9=498(LC 1)
FORCES. (lb) Max Comp/Max Ten All forces 250(Ib)or less except when shown
TOP CHORD 2-3=749/0,3-4=749/0,4-5=569/0
BOT CHORD 12-13=0/624,11-12=0/569.10-11=0/569,9-10=0/569
WEBS 4-11=258/0,2-13=-690/0 3-12=292/0,4-12=0/482,5-9=702/0
NOTES-
1)Unbalanced floor live loads have been considered for this design
2)Refer to girderl,sl for truss to Truss connections.
3)Provide mechanical connection;by others)of truss to bearing plate capable of withstanding 5 lb uplift at joint 8
4)Th s truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 1
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131'X 3')nails
Strongbacks to be attached to walls at their outer ends or restrained by other means
6)CAJTION Do not erect truss backwards.
.\�� .0 PROp
mac\% �NGINEF'4 /0y
It.ty- ONIO ,ri�
f 022P. o`' of WAS '4
9 SAT OREGON ti5) �ti —..
9cOs'N$ER >��P�O Ait% kpc s6 , wa
A. HER F `'
SSIONALS1'‘G
EXPIRES:06/30/2023
December 16,2021
O WARNING Vent design parameters aM READ 1. 'A TEK REFERENCE PAGE M11 7473 rev 5u1o202 BEFORE VSE •
Design valid for use only with MTek®<nnneoors.This design 6 based only upon parameters shown,and is for an individual building component not
a truss system.Berme use,the building designer mils(verity the apOicabirty of design parameters and property incorporate this design into the overate
buidinp design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing ITek
alw
ays aays required for stability and to prevent collapse wall possible personal injury and property damage.fur general guidance regarding the
fabrication,storage,delivery.erection and bracing of trusses and buss systems see ANSVrPfI Quality Criteria,OSB-I19 and SCSI Building component MiTek USA.Inc
Safety Infonnadon avaiabte hoer Truss Plate Instlule 2870 Crain Highway Suite 203 Waldorf.MD 20801 400 Sunrise Avenue Suite 270
Rn en$6 cs Ysea1
Job *Truss 'Truss Type Oty i Ply
. R69090838
PL21-374_M-U16 F17 FLOOR 12 1
i - — Job Reference lc clonal)
Pacific Lumber&Truss Co, Lake Oswego,OR•97035, 8 430 s Aug 16 2021 MiTek Industries Inc Thu Dec 16 09'37-53 2021 Page 1
ID FRgK2t2AT2b5pA9C7PoRbMyBlzf-bllzoc_16WPNBdK4y0hSiJgRbJNC7lslhvrely8Osl
l 2-2.5 .11-3-0 l l I-,1-7
— - 2-6-0
Scale=118 7
1.5x3 II 344= 1.519 II 344= 1.5E3 II
1 2 3 — ♦ S 6LL
T 1
e t e
1 10 11 0 C
1.tfd3 II /.SA II 34=
301= 3e4=
__—_. 11-0-4_ y
11-0-4 ___
Plate Offsets(X Yj— 12:0-1-8,Edite1 13:0-1-8 Edgej_ _
LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udell L/d PLATES GRIP
TCLL 40.0 Plate Gnp DOL 1.00 TC 0 36 Verl(LL) -0.09 8-9 >999 480 MT20 220/195
TCDL 10.0 Lumber DOL 1.00 I BC 0.46 Verl(CT) -0 12 8-9 >999 360
BCLL 0.0 Rep Stress Ina YES WB 0 25 Horz(CT 001 7 n/a n/a
BCDL 5.0 Code IBC20181TP12014 Matrix-R Weight 51 lb FT=0°r.F 3096E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.18Btr(flal) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 DF No.18Btr(flal) except end verticals
WEBS 2x4 DF Stud/Std(flat) BOT CHORD R gd ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 11=0-2-0,7=0-2-4
Max Gray 11=479(LC 1),7=479(LC 11
FORCES. (lb)-Max.Comp./Max Ten -All forces 250 tlb)or less except when shown
TOP CHORD 2-3=-857/0,3-4=1138/0,45=-1138/0
BOT CHORD 10-11=0/857,9-10=0/857 8-9=0/857 7-8=0/807
WEBS 2-11=-967/0,5-7=-892/0 5-8=0/366,3-8=0/381
NOTES-
1)Unbalanced floor live loads have been considered for this design
2)Provide mechanical connection(by others)of truss to bearing plate at pint(s)11.7
3)This truss is designed in accordance with the 2018 International Building Code sect on 2306 1 and referenced standard ANSI/TPI 1
4)Recommend 2x6 strong backs,on edge spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131"X 3.1 nails
Strongbacks to be attached to walls at their outer ends or restrained by other means
CEO PRQp
LNG1NEF�'S/p,,( y
9r tONIO ,ye
22P o5 pf WASIi 14'
CJ
to , / , ,CIE`,,_. °1i V,
94 OREGON rye 4/ �ri
OS A. He?, .A°k,-.. rsbl �p `4w
sSIONAL t,
EXPIRES:06/30/2023
December 16.2021
lilt
A WARNIN; Verify design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFFREw.'E PAGE MI17473,nv 591 i?020 eE=ORE USE
Design valid for use orgy with MiTek®connectors This design is based only upon parameters shown and is rer an itdNi dual sodding coertponenl,not
a truss system Bigots use.the building designer must verify the apOhcab•ny of design parameters and property -corporate the design into:,the Overall
building design Bracing indicated is to prevent bucking of individual Vass web and/or iv rod members only Additional temporary and permanent btaarg MiTek
a always required for stability and to prevent collapse until possible personal iniury and properly damage For general godarice regarding the
rabrrmtion storage.deivery erection and braying of trusses and truss systems see ANSi/rpf1 aualiry CrNeria,DSB-89 and SCSI Building co+npomnt MiTek USA.led-
Safafy information available from Truss Plate Institute 2870 Crain highway Curie 203 Waldorf MD 20601 400 Sunrise Anemic.Suite 270
Roseville.CA 05881
Job Truss 'Truss Type Oty Ply f
, R69090839
PL21-374_M-1116 F18 'Floor 3 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035. 8.430 s Aug 16 2021 MiTek Industries.Inc. Thu Dec 16 09'37.-53 2021 Page I
ID-FRgK2t2AT2b5pA9C?PoRbMyBlzf bllzocW_I6PNBdK4y0hSiJllbKkCz5sthvrely8Osr
2-6-0 �_ 1-10-7 1I 1.3-0 0-6-51
Scar brio'
lee=
1.5x3 I I 3e5= 1.SIO II 1.64 II 1 Sor3 It Deb= 1,56 II
1 2 3 4 5 a 7 a
e
L
- .-.. b e
13 12 11 10
3a4= 3a4= 384= Sorb= 3n1=
5-2-I5 5-11-15
4_4.4 41717 55-10-7 14.3-4 ,
4-S-IS 01{80-7-8 }0-7-80-118 8-3-5
Plate ORsetsiX.Y)— I11:0-1.8.Edoet(12-0-1-6,Edge1 .
LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in floc) Udell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Verl(LL) -0.11 10-11 >999 480 MT20 2201195
TCDL 10.0 Lumber DOL 1 00 BC 0.44 Vert(CT) -0 15 10-11 >999 360
BCLL 0 0 Rep Stress Ina YES WB 0.35 Horz(CT) 0.02 9 n/a n/a
BCDL 5 0 Code IBC2018/TPI2014 Matrix-R Weight 65 lb FT=0%F,30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 OF No 1&Blr(flat) except end verticals
WEBS 2x4 DF StudlStd(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 13=Mechanical,9=0-4-4
Max Gray 13=622(LC 1).9=622(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten -All forces 250(Ib)or less except when shown
TOP CHORD 2-3=1665/0.3-4=-1665/0,4-5=-1665/0,5-6=1729/0,6-7=-1729/0
BOT CHORD 12-13=0/1109,11-12=0/1665,10-11=0/1810,9-10=0/1110
WEBS 3-12=-261/0,4-11=-651321,2-13=-1226/0.2-12=0/688 7-9=1227/0,7-10=0/685,
5-11=-442,73
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s)for truss to truss connections
3)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 1
4)Recommend 2x6 strong backs on edge spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails
Strongbacks to be attached to walls at their outer ends or restrained by other means
.�%ED PROPlE&
i, "G I NEFR �s2
P 9r �&-tON1O i,
O OF :r�'$� 4
0
9 `AT OREGON r10 O4 14
N ;.'
1
'p�,OSMgER A�Q� "15 R?496339, 4rk-
,,
a
A. HE �`rSIONAL"0"G
EXPIRES:06/30/2023
December 16,2021
A WARNINr• vr.,ly desgr parameters and REAL'NCTEr.r r.N THl9 AN)iNCL.i)EL)M TEN REFERENCE PAGE M11-7473 ley 511420208-OORE r.SE I -
Desgn 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 appkcabMtty of design parameters and property incorporate this design into the overall jT
budding design Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing
is always required for stability and to prevent colappse with possible personal injury and property damage.For general guidance regarding the -
fabrication-storage.delivery,erection and brarng o1 trusses and truss systems,see ANSVr'Pi1 Buddy Criteria DS849 and SCSI Building Component MiTek USA.Inc.
Safety information available horn Truss Plate Institute,2870 Crain Highway,Sole 203 Waldorf,MD 20401 400 Sunrise Avenue.Suite 270
_ Roseville,CA 85681
Job Truss Truss Type pry Ply
• R69090840
PL21-374 M-U16 F19 Floor 3 1
_,Job Reference{optional)
Pacific Lumber 8 Truss Co. Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries.Inc Thu Dec 16 09.37'54 2021 Page 1
ID.FRgK2t2AT2b5pA9C7PoRbMyBlz1.3VSLOy?cWPeG KCXefXw'wrgc?gtxOu75Le0ABy8Qsh
2-6-0 2-2-15 -I1-3-0 0-6-5
Scale= 1 24 9
9x4=
1.04 II 314= 1.6e3 II I.6s3 II 1.04 II 3x5= 1,513 II
I 2 3 4 b A 7 0
e e
i
es. s
es s
1 12 11 10
3x4= 1a4 — 304= 9r!= 3x1=
5-7.7 6-4-7
4447 4.11,15 r8-2-15 N•7.12
410-7 0-1-8 0-7-8 •• 03-1
0-7-8 0-1 8
Plate Offsets(X.Y)- (11;O-1-8,Edge] I12:0-1-8,Edge]
LOADING (psi) SPACING- 1-7-3 CSI. DEFL. in floc) b'defl Lid PLATES GRIP
TCLL 40.0 Plate Grip IDOL 1.00 TC 0 40 Vert(LLi -0 12 10-11 >999 480 • MT20 220/195
TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(CT; -0 15 10-11 >999 360
BCLL 0.0 Rep Stress Ina YES WB 0 38 Horz(CT) 0 03 9 n/a nla
BCDL 5.0 Code IBC20181TPI2014 Matrix-R Weight 67 lb FT=0%F,30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structure wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals
WEBS 2x4 DF SIud/Std(flatl BOT CHORD R gid ce ng directly app led or 10-0-0 oc bracing
REACTIONS. (size) 13=0-4-8,9=0-4-4
Max Gray 13=638(LC 1),9=638(LC 1 i
FORCES. (lb)-Max.Comp.IMax.Ten.-All forces 250(lb)or less except when shown
TOP CHORD 2-3=1791/0,3-4=-1791/0.4-5=-1791/0.5-6-1798/0,6-7-179810
BOT CHORD 12.13=0/1143,11-120311791 10-11=0/1917,9-10=011145
WEBS 3-12=-25610,4-11=94.303 2-13-1264I0 2.12=01746,7-9=-1265/0 7-10=r123,
5-11=-422/112
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)This truss is designed in accordance with the 2018 International Budding Code section 2306.1 and referenced standard ANSI/TPI 1
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131'X 3";nails.
Slrongbacks to be attached to walls at their outer ends or restrained by other means
OD PROPt
' ' NAG I NEF 42
Lmr 9 ti9 OTON►o 14.
2!O22 ) oc' of wns '�.
O
y NAj,OREGON ti� �N
is F'�8 E R �1, �O eel 49639 w�
�`,, A. HEAP °� ;ON I L G�,w
EXPIRES: 06/30/2023 .-,i
December 16,2021
A W1Fr1 N 1 ':only tlovgn perarmle,ar-I READ V7TFS ON THIS AND INCLLIOED MITEK REFERENCE PAGI MR 7473 rrr 919.020 9E,ORE USE hill
Design valid for use-'-ry with MuTeke connectors.The design is based only upon parameters Shown,and is for an individual building component not
a buss system Before use the building designer must venty the appkrabduty ol design parameters and properly incorporate the design into the overall
busing design Bracing indicated is Io prevent bucking ol individual Iruss web andror chord members only Additional temporary and permanent braturg MiTek-
is always required for slabihty and to prevent collapse with possible personal injury and property damage. For general guidance regarding Ilse
fabrication storage dervery erection and bracing of trusses and buss systems.see AHSNTPrl Quality CAgrla,DS13-99 and BCSI BulMing Component Mack USA.Inc
Safety Information evadable trots Truss Plate institute 2870 Cram Hghway.Suite 203 Waldod MD 20601 400 Sunrise Avenue Suee 270
Ro;c•dc -=s 9506.1
Job Truss Truss Type Qly Ply
R69090841
PL21-374 M-U16 F20 Floor 1 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035- 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 16 09:37:562021 Page.1
ID'FRgK212AT2b5pA9C?PoRbMyBlzf-?t_6Rn0s21 u_EeLvI4a04LwA6pMLPKO12f7VF3y8Qsf
I 2.6-0 I 2.2.15 -_( -�_1 1i�601
_cite-1 24 9
Sad=
1 5x3 II 3a5= 1.54 II 1.54 II 1.53 II 3.5= 1.54 II
1 2 3 4 0 0 T 0
..
• r
e e
l I e e
r' I 12 11 10
384= 384= 3141= 3110= 3x4=
5-7-7 6-4-7
r 413-7 4-11.15 16.2-15 144.12 _ 1
4.13.7 0-1.8 0-7-8 036
0-7.8 0-1-8
Plate Offsets iX Y)-- j11:0-1-8 Edge].(12 0-1-8,Edge)
LOADING (psi) SPACING. 1 7-3 I CS1. DEFL. in floc) Udef L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1 00 TC 0.40 Vert(LL) -0 12 10-11 >999 480 MT20 220/195
TCDL 10.0 Lumber OOL 1 00 BC 0.45 Vert(CT) -0 15 10-11 >999 360
BCLL 0.0 Rep Stress Ina YES WB 0.38 Horz(CT) 003 9 n/a n/a
BCDL 5.0 Code IBC20181TP12014 Matrix-R Weight 67 lb FT=0%F,30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc putties
BOT CHORD 2x4 OF No 1&Btr(flat) except end verticals
WEBS 2x4 DF StudlStd(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 13=0-4-8,9=0-4-4
Max Gray 13=638(LC 1),9=638(LC 1)
FORCES. (Ib)-Max Comp/Max Ten All forces 250(Ib)or less except when shown
TOP CHORD 2-3=-1791/0 3-4=-1791/0,4-5=-1 7 9 110,5-6-1798/0,6-7=1798/0
BOT CHORD 12-13=0/1143 11-12�/1791,10-11=0/1917,9-10�/1145
WEBS 3-12=-25610 4-11=-94/303,2-13=1264/0,2-12=0/746,7-9-1265/0,7-10=0/723,
5-11=-422/112
NOTES-
1) Unbalanced floor live loads have been considered for this design.
21 This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSt/TPI 1
31 Recommend 2x6 srongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails
Strongbacks to be attached to walls at their outer ends or restrained by other means
0
�S� VNG PEF s`'41
022P Gas aF was �IP
9 �A�,OREGON rjc OlV~ /.
Fr
9�,os�BFH���P� A.1,o��4, v ` wit
"%NAL G
EXPIRES: 06/30/2023
December 16,2021
O WARNING Verity design parameters and READ NOTES ON THI MITEK REFERENCE PAGE Mil-7473 ray 51'82020 BEFORE USe
Desgn valid for use only voth MiTek®connectors.This design is based only upon parameters shown,and is for an individual huilding component.not Nit
a truss system Before use the budding designer roust verify the applicability of design parameters and property incorporate Ibis design into idle overall
Wilding design Bracing indicated is to prevent budding of ndividual buss web andfor Chord members only Additional temporary arid permanent bracing
a always required for stability and to prevent co apse with possible personal injury and property damage For general guidance regarding the
fabrication storage delivery erection and bracing of busses and truss systems.see ANSVTP11 Quality Crdada,05849 and SCSI 8ulkfing Component MiTek USA.Inc.
Safely Information ava.able from Truss Plate Institute,2670 Crain Highway.Suite 203 Waklorf MD 20601 400 Sunrise Avenue Suite 270
Rnsevlt CA 15111
Job Truss Truss Type 'Oty Ply
PL21.374_M-u16 F21 Floor 1 1 R69090842
Job Reference;oplional)
Pacdre,Lumber 8 Truss Co. Lake Oswego,OR-97035 8 430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 16 09.37.57 2021 Page 1
ID FRgK2t2AT2b5pA9C7PoRbMy8lzf-T4YUez1 UoK0rsow5Jo5dcYTPOCi781bRoJt2nWy8Ose
0� 11-4 _ 2-0-0
l.
Still a 1 394
1.50 II 3411= 144 II 3111= 1.54 II Sal= 1.910 II 34= 1.34 II
1 2 3 4 6 6 7 a 9
• ` s • w
e
13 12 11 10
3x4= W= 3NS= 314= 344=
154.'2
1°8-12
-
LOADING (psi) SPACING- 1-7-3 CSI. ',EFL. in oci Udee Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1 00 TC 0 13 Vert(LLI -0 10 12 >999 480 MT20 220/195
TCDL 10.0 Lumber DOL 1 00 BC 0 35 Vert(CTt -0 14 11-12 >999 360
BCLL 0.0 Rep Stress Inc" YES WB 0 51 HorzICT; 0.03 10 n/a nla
BCDL 5.0 Code IBC2018ITPI2014 Matrix R Weight 73 lb FT=0%F 30'<,L
LUMBER- BRACING-
TOP CHORD 2x4 DF No 1&Btr(flat) TOP CHORD Structural wood sheathing directly app ied or 6-0-0 oc puffins,
HOT CHORD 2x4 DF No 1&Btr(flat) except end verticals
WEBS 2x4 DF StudIStd(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 10=Mechanical,14=0-2-0
Max Gray 10=679(LC';,14=679(LC 1
FORCES. (lb)-Max Comp./Max.Ten. A I forces 250(Ib)or less except when shown
TOP CHORD 2 3=140410,3-4=-1404/0 4-5=-2180/0,5-6=2180/0,6-7=-1723/0,7-8 -1723/0
BOT CHORD 13-14=0/538.12-13=011933,11-124.112094,10-11-0/1021
WEBS 8.10=-1183/0,8-11=01814,6-11=-43010,4-12=0/286 4-13=-613/0 2-13=0/1004,2-14=845/0
NOTES-
1)Refer to girder(s)for truss to truss connections
2)Provide mechanical connection(by others)of truss to bearing plate at joint(s;14
3)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI 1
4)Recommend 2x6 strong backs,on edge.spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131'X 3")na s
Strongbacks to be attached to walls at their outer ends or restrained by other means.
�S���NGI NE s o
,,
S
9 /�yy.
�. �TONIO �,
22P Goy woe •Ash4'4yti
� r O t-
o cv"
y �•$,OREGON rye ki '
lb EMBER \,' �a 'r
SIONALti�
EXPIRES: 06/30/2023
December 16,2021
0 v,oY/44ri :enty:es.gn parameters and READ NOELS 04's•5 4141:•hti k'E:)MITEN REFEREM:E PA::E Mtl r4"t•e. n 41 r' r
Design valid for use only with M.Tek®conneoers.This design is based only upon parameters shown,and is for an individual building component.not
a truss system.Before use•the buidrng desgner must verity he appltcabloy of design parameters and property Incorporate this design into the overall
building design Bracing indicated is la prevent buckling of individual truss web anNw chord members only.Additional temporary and permanent bracing MiTek
is always required for slabdvy and to prevent collapse with possible personal rnlury and property damage. FIN general guidance regarding the
fabrication,storage.delvers,.erection and bracing of trusses and truss systems,see ANSI/TPt 1 Quality Criteria,05818 and SCSI Bultdrng Component MiTek USA Inc
Safety lnlormatlon available horn Tess Plate Insl,ate,2670 Crain Highway,Suite 203 Waldorf,MD 20801 400 Sunrise Avenue Sole 270
R.'/sent E,,:]r•
Job 'Truss Truss Type Oty Ply
, R69090843
PL21-374_M-U16 F22 Floor 4 1
Job Reference(optional/
Pacific Lumber 8 Truss Co., Lake Oswego,OR-97035, 8.430 s Aug 162021 MiTek industries,Inc Thu Dec 16 09:37:58 2021 Page 1
I D:FRg K2t2AT2b6pA9C?PoR bM y B l zf-x G6 ss J 27 Ze 8 T y V I t Vcs9mOTYcwKIAlbOzccJ yy 8Q sd
2-6-0 -I I 1-10.2 II 1:30 Di3L10
Scats=1 32 a
194 I
154 I 4e7= 1.54 3e4= 1.54 II 31111= Sid= 47= 1.5x3 II
1 2 3 4 5 e 7 e 9 10
1Wark., I1__ 11Wl7Illprll.„,11.
07.
16 Is 14 13 12 1T4
34= 3x12= 84= 1.514 I Se1?= 34=
13-7.2
12-1_2 it"? __ _ 19-3-4
12-4-2 47.8 0.7.8 5-B-2
Plate Offsets jX,y)— j6:0-1-8,Edie1 7:0-1-8,Edgef13:0-5-2,Ed2e1
LOADING (psi) SPACING- 1-7-3 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1 00 TC 0.59 Vert(LL) -0.27 14-15 >862 480 MT20 220/195
TCDL 10.0 Lumber DOL 1 00 BC 0.86 Vert(CT) -0.36 14-15 >630 360
BCLL 00 Rep Stress trier YES WB 0.61 Horz(CT) 0.06 11 nra n/a
BCDL 5.0 Code IBC2018/TP12014 Matrix-R i Weight 89 b FT=0%F,30%E
LUMBER- BRACING-
TOP CHORD 2x4 OF No.18Bt0at) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins
BOT CHORD 2x4 OF No,18Btr(Oat) except end verticals.
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 17=0-2-0,11=0-2-12
Max Gray 17=842(LC 1),11=842(LC 1)
FORCES. (Ib)-Max.Comp./Max Ten -All forces 250(Ib)or less except when shown
TOP CHORD 2-3=-2654/0,3-4=-2654/0,4-5=-3370/0,5-6=3370/0.6-7-2946/0,7-8=-2639/0
8-9=2639/0
ROT CHORD 16-17=0/1572 15-16=0/3223,14-15=0/2946,13-14=0/2946,12-13=0/2946,11-12=0/1576
WEBS 7.13=01465,2 17=1738/0,2 16=0/1196,4-16=-630/0,5-15=-258/0,6-15=-41/628,
9-11=-174210.9-12=0/1176,8-12-106/352,7-12-1128/0
NOTES-
1)Unbalanced floor live loads have been considered for this design
2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17 11
3)This truss is designed in accordance with the 2018 international Building Code section 2306.1 and referenced standard ANSI/TPI 1
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131"X 3")nails
Strongbacks to be attached to wads at their outer ends or restrained by other means
�S���NG P EF 06,O
�
�. 9 y-9 0,1oNI0 F
7022P s- k,p,
GAS. Of WASItr� `1'
C1, r
9 SAT OREGON q9 4ti .�
1 Q s
'O 'MBPR 1 A15 4, 49639� 44,
'
OS A. HE—
'tccsSfoNsTeR�c, "
EXPIRES:06/30/2023
December 16,2021
A WARNIN:. Vent'design parameters and READ hCTES ON TN 5 ANC,,NCLUOLD MI-EK REFERENCE PAGE MII-7473 rev 5 19/2020 BEFORE USE lilt
Design valid br use only wnh MTek®Connectors-This design is based only upir parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verily the appaabdity of design parameters and properly incorporate this design into the overall
building design. Bracing indicated w to prevent budding of edrvidual truss web antllor chord members only Additional temporary and permanent bracing M iTe k'
s always required for stability and to prevent Collapse with possible personal rn ury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of busses and truss systems see ANSVFP11 Quality Criteria,DSB4a and SCSI Building Component MTek USA,Inc
Safety information available from Truss Plate Institute,2670 Crain Ftghway S.ne 203 Waldorf MD 20801 400 Sunrise Avenue Suite 270
Roseolli,CA 95661
Job Truss ITuuss Type ''Qty Ply
R69090844
PL21-374 M-U16 F23 'FLOOR GIRDER 1 1
_ Job Reference,aphonal;
Pacific Lumber&Truss Co., Lake Oswego OR-97035 8.430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 16 09'38'01 2021 Page 1
ID FRgK2t2AT2b5pA9CrPoRbMyBlzf-Mm'7UL49sZWHKPEtYdAZnOelxp1Z4V511xrGwHy8Osa
1-0-0{ 1-0.7 1 1.1-13 1
Scale=1 38 5
4x4=
3x4 I I 5x6= 5x5= 4x5= 3x4= 3a14= 3M= 3114= 3x8 FP= 4x5= 5x5= 344 I I 34=
1 2 3 4 5 8 7 8 9 10 11 12 13 14 IS 16 17 18 19 20 21 22 23
a e a e 9 • •
s • s • e e a° 7
36 35 34 33 32 31 30 29 26 27 aVE 24
4x6= 5x8= 3x10 MT2OHS FP= 311S= 3d= 345= Id= 446= SM6= 4•6= 31A II
4x10= 4x6=
23-0-12
71d7 21 1
1 ..6 r .- --_ _..._ -- 0. 01-1-11 I
Plate Onsets(X Y.. (1:Edge,0.1-8)
LOADING (psi) SPACING. 1-4-0 CSI. DEFL. in (loc) Uded Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.33 Vert(LL) -0.35 30 >726 480 MT20 220/195
TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT) -0.49 30 >525 360 MT2OHS 165/146
BCLL 0.0 Rep Stress Ina NO WB 0.67 Horz(CT) 0.08 25 nla We
BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight 127 b FT=0%F,30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF 2400F 2.0E(flall TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 OF 2400F 2 OE(flatl except end verticals.
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid cei'ing directly applied or 10.0-0- ;'�gr“..,,
REACTIONS. (sMaxlze)Gray 36=111�12(LC 38, ),25=1079(LC 1) ��5-8 <4NG'INEFc,9o`��O,y�
FORCES. (lb)-Max Comp./Max Ten -All forces 250(lb)or ess except when shown Q` 22P
TOP CHORD 2-3=1868/0,3-4=-1868/0,4-5=-3399l0 5-6-3399,0,6-7=-4655/0 7-8=4655/0,
8.9=-5318/0,9-10=-5318/0,10-11=5131/0 11-12=5131/0, 12.13=-4665/0
13-14=-4665/0 14-15=3927,0,15-16=-3927/0 16-18=-2915/0,18-19=-2915/0.
19-20=-1629/0 20-21=-1629/0 U) A.
BOT CHORD 35-36=0/999.34-35=0/2667 32-34-0/4063 31-32-0/5026,30-31-11'5262 29-30-C.4931, � N. 'V
28-29=0/4329.27-28=0/3453.26-27=112304 25-26=0/883 -17 "0j,OREGON tic:'
WEBS 2.36=-1465/0,2-35=0/1317,4-35=-1209/0 4-34=0'1110,6-34=1004/0,6-32=01897, 9 1, Q
8-32=-562/0,8-31=0/442,9-31=-384/0.10-30-26410.12-30=0 306,12-29=-40610, O MBER
14-29=0/513,14-28-612/0,16-28=11720.16-27=818/0. 19-27=0/928 19-26--102510,
21-26=0/1135,21-25=1274/0 Or, A. HO'
NOTES- EXPIRES:06/30/2023
1)Unbalanced floor live loads have been considered for this design
2)All plates are MT20 plates unless otherwise indicated
3)All plates are 1 5x3 MT20 unless otherwise indicated
4)This truss is designed in accordance with the 2018 International 8u Id og Code section 2306 1 and referenced standard ANS/TPI 1
5)Recommend 2x6 strongbacks,on edge spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails
SUongbacks to be attached to walls at their outer ends or restrained by other means -3 tONIO 44,
6)CAUTION,Do not erect truss backwards P'
7)Hanger(s)or other connection device(sl shall be provided sufficient to support concentrated load(si 209 lb down at 6-8-4.and 361 GOB w0F w'�
lb down at 8-7 11 on top chord The des grvselection of such connect on dev ce(s;is the respons Citify of others �4 j� l ; C
8)In the LOAD CASE(S)section loads app ied to the face of the truss are noted as front IFi or back(hi. ..r! ;t•
-
LOAD CASE(S) Standard ` e, ''
1)Dead+Floor Live(balanced) Lumber ncrease=l 00.P ate ncrease=1 00 9 r
w Uniform Loads(pit) k
Vert:24-36=7,l-23--67 xo� 4p 49639 `c
`4t+ FctSTSS• 07'y
Concentrated Loads(lb) `s OIYALti
Vert 7=183(F19=334(F) `r I l'IG
December 16,2021
O WARNING Veiny design peramelers and IEAD NOTES ON THIS AND INCLUDED He Mk kF IIKINCE MII 7473 lev 5/192020 rsl r ORF Ur.E M'
Design valid for use only with MiTek®connectors This design s based only upon parameters shown-and Is lot an individual building component,not
a tans system Belore use the budding designer must verify the appircabirty of design parameters and property I41004para1e this design info the overall
buadng design.Enacrrig indicated is to prevent buckling of irdivdual truss web ardiot Chord members only Additional temporary and permanent Macron Mile k
a always required for stability and to prevent ooeapse with possible personal injury and property damage For general guidance regardug the
labrication,storage delivery erection and braung or busses and buss systems see ANSI/72 U Quality c,1rv1a,OSBtD tend BCSI BuiMing Component MiTek USA Inc
Safetylnfonnndon available from Truss Plate Institute,2670 Crain Highway Suite 203 Waldorf MD 20601 400 Sunrise Avenue Suite 270
A'3evre CA 93de1
'Job Truss (Truss Type 'Oty Ply
I 1 . R69090845-
IPL21-374 M-U16 F24 (FLOOR 2 1
Job Reference;optionali •
Pacific Lumber&Truss Co., Lake Oswego,OR-97035. 8.430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 16 09:38:02 2021 Page 1
ID-FRgK2t2AT2b5pA9C?PoRbMyBlzf-g1 LNhh5ddte8yZp36LhoJcA0DON2pzRBxbapSjy80sZ
1 2$4 0-7-1 1 1 1-13 i
Scats-I 38 S
1543 II
344 I I 4x7= 1.543 I I Lot= 1.1163 II 3471= 1.54 I I 3x6 FP=3x8= Sit/= >b.=
1 2 3 4 S 6 7 a 9 10 11 12
, a + � e ! IT
20 19 16 ❑ 16 /S 16 13
34= 3x10 MT2OHS FP= 3x5= 300= 5x6= 3x6= 3111I II
3x12=
23-0-12
t 21b7 21,0-0
_ 2187 J 1 9 1-4-12
Plate Offsets iX.YF- [1:Edpe,0-1-8) -
LOADING (psf) SPACING- 1 -0 i
.4 CST. DEFL. in (loc) Vdefl Ltd PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.29 17 >892 480 MT20 220/195
TCDL 10.0 Lumber DOL 1.00 BC 0.55 Vert(CT) -0.40 16-17 >644 360 MT2OHS 165/146
•
BCLL 0.0 Rep Stress Inc( YES • WB 0.60 Horz(CT) 0.06 14 n/a r1/a
BCDL 5.0 Code IBC2018/TP12014 Matrix-R Weight 111 lb FT=0%F,30%E
•
LUMBER- BRACING-
TOP CHORD 2x4 DF No IBBtr(flat) TOP CHORD Structural wood sheathing direct y applied or 6-0-0 oc purlins,
80T CHORD 2x4 DF No 1&Btr(flat) except end verticals.
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except:
6-0-0 tic bracing:14-15.
REACTIONS. (size) 20Kt-5-8,14=0-5-8
Max Gray 20=784(LC 3),14=891(LC 1)
FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3-2582/0,3-4=-258210,4-5=-3493/0,5-6=3493/0,6-7-2818/0.7-9-2818/0,
9-10=55010,1 0-1 1=-5 5 010
BOT CHORD 19-20=0/1517,17-19=0/3221,16-17=0/3337,1 5-1 6=011 8 68
WEBS 11-14=849/0,2-20=-1670/0,2-190/1178,4-19=70610,4-17=0/300.6-16=-580/0
9-16=0/1055,9-15=-1464/0,11-15=/972
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 1.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 tic and fastened to each Truss with 3-10d(0 131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means
5)CAUTION Do not erect truss backwards.
�� 13 s
\S �NGINE
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ct 9y9 t..1 y10NIO kFP 0% 01WAS4 V
G �. c I 2 .
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9 A�OREGON ry� `r r l�1
'A EMB .a ER ��' �� a
Clots, �P it. '�4t s67 ti° w
A. HE a ,:.,, NALEG
EXPIRES:06/30/2023
December 16,2021
O WARP4 e-Vent Nevin parameter.and REA:,guTE MITEP REFERENCE PAGE MII 7411 rev S 19202C BEFORE USE •
Design valid for use ory with Meek®connectors.This design s based only upon parameters shown,and is for an individual binding component not
a truss system Before use the building designer must verify the applicability of design parameters and properly incorporate this design into the overact
building design eraang indicated is to prevent budding of individual Truss web and/or chord members only.Additional temporary and permanent bracing 1111
6 arrays required for stability and to prevent collapse with possible personal iryury and property damage For general guidance regarding the
fabrication storage delivery erection and bracing of trusses and buss systems see ANSVTP11 0uarlty CrHada,05B49 end aC51 Building Component MiTek USA.inc.
Safetyinformation evadable from Truss Plate!name 2670 Crain Highway,Suite 203 Wabod.MD 20601 400 Sunrise Avenue Suite 270
Rosevele CA 99361
Job (Truss ( 2
Truss Type 1Qty 'Ply R69)90846
PL21.374_M-U16 IF25 'FLOOR 1 1
1 ;Job Reference toptional) _
Pacific-Lumber&Truss Co Lake Oswego OR-97035, 8 430 s Aug 16 2021 MTek Industries,Inc. Thu Dec 16 09 38 05 2021 Page 1
ID FRgX2t2AT2b5pA9C?PoRbMyBlzf-Ec1VK17Wwn1ip1YenTEVsEojdRRo0QXddZpT32y80sW
2-6-0 0-6-7 j ! 1-3-0 I F 1-5-13
Scale=1 19 3
1.503 II 4ii4= 1.5s3 II 1.54 II 3x4= i 6•3 II
1 1 3 4 S 6 7
1 • ,
s •
I 11• 10 4 tlY
Old= 1.SN3 II 34= //��
344= 1.4=
11.4.17
11-412
Plate Offsets rX Y)- j4:0-1-8 Ed2eJ,j11:0-1-8.Ed2ej
LOADING (psi) SPACING. 1 7 3 CSI. DEFL. .n iloc) Ildefl lid I PLATES GRIP
TCLL 40 0 Plate Grip DOL 1 00 TC 0.35 Vert(LL) -0 06 9-10 >999 480 MT20 220/195
TCDL 10 0 Lumber 00_ 1 OD BC 0.36 Vert(CT) -0 08 9-10 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.01 8 n/a n/a
BCDL 5.0 Code IBC20181TP12014 Matrix•R Weight 53 b FT=0Ir.f,3056E
LUMBER- BRACING-
TOP CHORD 2x4 DF No 1&Btr(flati TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 DF No 1&Blr(flat) except end verticals
WEBS 2x4 DF StudlStd(flat) BOT CHORD Rigid ce'rig directly applied or 10-0-0 oc bracing
REACTIONS. (size) 12=0-2-12,8=0-2-0
Max Gray 12=496(LC 1).8=496(LC 1)
FORCES. (lb)-Max Comp/Max Ten All forces 250(lb)or less except when shown
TOP CHORD 2-3=-1027/0 3-4=1027+0,4-5=-119510 5-6=1195/0
BOT CHORD 11 12=0/866 10.11=0/1027,9-10=011027 8-9=0/843
WEBS 3-11=-328/0 2-12=-95810,2-11=0/485 6-8=-932/0,6-9=0/390 4-9=-45/278
NOTES-
1)Unbalanced floor live loads have been considered for this design
2)Provide mechanical connection Iby others)of truss to bearing plate at Joints)12,8
3)This truss is designed n accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1
4)Recommend 2x6 strongbacks.on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131"X 3")nails.
Strongbacks to be attached to wa s at their outer ends or restrained by other means
ice P R OFFS
��� LNG I NEF9 S/o
, . 9< �y�ONIO EIF
87 22 .C..9e1"afkik.
9 �A>`OREGON r2� Q�ti Sri
tf
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SSfONALG
EXPIRES: 06/30/2023
December 16,2021
--
A 000 IN_ v.,y design perernelei:and READ NOTES ON tills AND INCLUDED MITES REFERENCE PAGE MII T412 rev S192020 BEFORE USE --
Design valid for use only with MoTekt,connectors This design is based ixrly upon parameters shown,and a for an individual bulleing component.not
a truss system.Before use the building designer must verify the apploabdity of design parameters and poperty incorporate this design Into the overall
balding design Bracing indicated is to prevent buckling of it dordual truss web and/or chord members only.Additional temporary and permanent bradrg M iTek
a always required for stability and 10 prevent collapse with possible personal injury and properly damage.For general guida-ce regarding the
tabncabon,storage dekvery.erection and bracing of busses and truss systems.see ANSI/PPI?Quality Criteria,OSa49 and SCSI Building Component MITek USA In,.
Surety information available from Truss Plate Institute.2870 Crain Higieway.Suite 203 Waldorf.MD 20601 400 Sunrise Avenue Suite 270
Rvs4vlle CA psee1
Job iTruss
- 'Truss Type Qty Ply
R69090847
PL21.374 M-U16 F26 Floor 1 1
Job Reference optional;
Pacific Lumber 8 Truss Co, Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 16 0938106 2021 Page 1
ID.FRgK212AT2b5pA9C?PoRbMyRI zf-iobuX288h59ZRA6gL6lkUSLv6QmylpbmsCY1 bUy8OsV
I 2-6-0r 13.0 1-5-12 I
Scale•1-279
4e4=
/5e3 II 3e6= tad II 1.54 II art= 1 SA3 316= 1.54 II
1 2 7 4 5 6 7 6 9
• T. a e Q
l
• • s
1 14 18 12 11 i
id= alb= 4e4= 1.54 I I See= 3141=
s-11.4
62-4 8-3-I12 9-6 ,,42 16-580
8.2-4 0-1-8 '0-7-8 6-10-4
0-7-8
P ate Offsets IX,Y)-- [6:0-1-8,Edoe],113-0-1-8,Edpe1
LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.13 13-14 >999 480 MT20 220/195
TCDL 10.0 Lumber(JUL 1,00 BC 0.43 Vert(CT) -0.19 13-14 >999 360
BCLL 0 0 Rep Stress Incl. YES WB 0.46 Horz(CT) 0.04 10 n/a n/a
BCDL 5.0 Code IBC20181TPI2014 Matrix-R Weight:76 lb FT=0%F.30%E
`^
LUMBER- BRACING-
TOP CHORD 2x4 DF No 1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins
BOT CHORD 2x4 OF No 1&Btr(flat) except end verticals
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ce ing directly applied or 10-0-0 oc bracing
REACTIONS. (wet 15=0-4-6,10=0-2-0
Max Gray 15=716(LC 1),10=716(LC 1)
FORCES. (Ib:-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2125/0,3-4=-2125/0,4-5=-2374/0,5-6=2374/0.6-7=2107/0,7-8=-210710
BOT CHORD 14-15=0/1307,13-14=0/2419,12-13=0/2374,11-12=0/2374,10-11=0/1309
WEBS 2-15=144510,2-14=0/904.4-14=-388/0,4-13=-327/237,8-10=-1448/0 8-11=0/882,
6.11=-48910
NOTES-
1)Unbalanced floor live loads have been considered for this design
2)Provide mechanical connection Iby others)of truss to bearing plate at joint(s)10
3)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 1
4)Recommend 2x6 strongbacks,on edge.spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131"X 3")nails
Strong backs to be attached to walls at their outer ends or restrained by other means
�t�EO PROfFss
/�s eNG'NEFA? #
,c- AT.........2 .. 9f oloNJO HF
0% of WASif,„
9 4) OREGON rZ: ((, .�
'9O OS,NBER 1N')t1Q Ait 4 9 39,1
A. HEFT v,s,„ ..,c,`
EXPIRES'06/30/2023
December 16,2021
AWARMNc. Verify desg-parameters and READ VOTE!:1:N THIN AN:i ihiCti QED MITEK REFERENCE PAGE MII 747: 819f2020BEFOREUSE
Design valid for use ry with Mffek®connectors.This design is based only upon parameters shown and is for an individual building component notMil
a Inns system Before use hie building designer must verify the applicability of design parameters and properly nceiporale this design into the overall
building design Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek'
is always Inquired for sta Miry 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/72t1 Quality Cumin,D58-U end BCSI Building Compon•nt MTek USA,Inc.
Safety lnromvfon available from Truss Plate Institute.2670 Crain Highway.Suite 203 Waldorf,MD 20601 400 Sunrise Avenue.Suite 270
, Roseville,GA 954161
Job Truss Truss Type Oty Pry
R69090848
PL21-374_M-U16 F27 FLOOR 1 1
Job Reference A>tionall
Pacific Lumber 8 Truss Co. Lake Oswego,OR-97035 8 430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 16 09:38'07 2021 Page 1
ID FRgK2t2AT2b5pA9C7PoRbMyBlzt-8?9GkO9mSPH02Kh0vuGz0fu2PE3eUFcw5sla8xy8OsU
2-6-0 I 1-11-7 1-3-0 - 1-5-13
•
Scale=130.5
1.593 II 34= 1.5e3 II 34= 1.S93 II 349= 1.94 II 34= t xs
1 2 3 4 S 8 7 B 9
{ I y .
'TjI1 a • ra. w
/ M
be•
14 13 12 11 N
34= 3.10= 3.4= 154 II 3:10= 'r`_
17-11-4
1'11-4 - ---
Plate Offsets(X,1fr (6.0-1-8 Eddey j13:0-1-8,Edgej
LOADING (psf) SPACING- 1 7 3 I CSI. DEFL. in (bc) Udell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1 00 TC 0.39 Vert(LL) -0.21 13-14 >999 480 MT20 220/195
TCDL 10.0 Lumber DOL 100 BC 0.59 Vert(CT) -0.30 13-14 >706 360
BCLL 0 0 Rep Stress Inc: YES W8 0.54 Horz(CTI 0.05 10 nla nla
BCDL 5 0 Code IBC2018)TPI2014 Matrix R Weight:81 lb FT=0%F,30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No 186trlflati TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins
BOT CHORD 2x4 DF No 18Btr(flali except end verticals
WEBS 2x4 DF Stud/Std(8W) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 15=0-3-14 102-0
Max Gray 15=783(LC 1).10=783(LC 1)
FORCES. (Pb)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2411/0 3-4=-2411/0.4-5=-2803/0,5-6-2803/0 6-7=2381/0,7-8=-2381/0
BOT CHORD 14-15=0/1452 13-14=0 2847,12-13=0/2803,11-12=0/2803,10-11=0/1451
WEBS 2-15=-1605/0 2-14 0;1060,4-14=-48210,4-13=-256/272 8-10=-1604/0,8-11 3/1029,
6-11=-676/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Provide mechanical connection(by others)of truss to bearing plate at joints)10
3)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
4)Recommend 2x6 strongbacks,on edge.spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131"X 3")nails.
Slrongbacks to be attached to wa sat their outer ends or restrained by other means.
'' 'OD PROFFss
,_,_ LNG I NEF'9 /�y
9 1ONIO
y a PE (Al 05 of its �`FRy
y.
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9 �M0 $ER .\1 so
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A. HET" � 49639 ° w°.��, 4cls ti
S'VON AL V--
EXPIRES:06/30/2023
December 16,2021
A whPNI4G V.•y design p.r..r-r.rs.rid READ NOTES ON THIS AND INCLUDEDM TE M.REFERENCE PAGE M 1 7473 rev 9192020 91._'ORE LSE id"
Design valid for use only with MiTek®connectors This design is based only upon parameters shown and is log an individual building component not
a buss system Berne use the building designer mull verily the apphcahiliry of design parameters and properly incorporate this design No the overall
building design Bracing indicated is to prevent buckling 01 ndrvrdual truss web and/at Ggord members only Additional temporary and permanent bracing MiTek
is always required to.slablly and to prevent collapse with possible personal nlury and property damage For general guidance regarding the
fabrrcabon storage deyvery.erection and daring of busses and truss systems.see ANSNEP/Il Quality Cillery*,OSS-69 and SCSI Bufkling Component MiTek USA.trio.
Safety Information evadable Iron Truss Plate Institute 2870 Cram xrgnway.Suite 203 Walden.MD 20601 400 Sunrise Avenue.Suite 270
Ro}eAe-cA•34a•
Job Truss Truss Type Oly Ply
- R69090849
PL21-374 M-U16 F28 Floor 7 1
Job Reference(optional')
Pacific Lumber 8 Truss Co Lake Oswego,OR 97035. 8.430 s Aug 16 2021 M Tek Industries,Inc. Thu Dec 16 09 38:08 2021 Page 1
I Di FRg K212AT2b5pA9C 7Po RbMyB lzf-B1eykAO D iPHgU GDSboCZtQDKeOhDIV 3KW 18gNy8QsT
2-6-0
i 2-5-0-- i i 1-3-0 f 1-5 12
y,llr.=1 11 3
1.5II3 II 31S= 1,54 II 314= 1.3ar3 II 3es= 16.3 149 1 543
1 2 3 4 S 6 7 B 9
4
N-2 "------- - -7.--....---------.---.'-''.1-............ ..----------•" ,
1 14 13 12 11
316= 300= 3111= I.3f3 II 3e00= 3x5 —
10.11-0
10.2.0 _V6_ 41;{_, 18-4-12
10-2.0 0-1-8 0-74 6-10.4
0-7-8
Plate Offsets(X Yj- (6:0-1-8 Edgej j13:0-1-8,Edgej -
LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in ;loc) !deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0 44 Vert(LL) -0.25 13-14 >890 480 MT20 2201195
TCDL 10.0 Lumber DOL 1,00 BC 0 67 Vert(CT) -0.35 13-14 >618 360
BOLL 0.0 Rep Stress Incr YES WB 0 56 Horz(CT) 0.05 10 n'a n/a
BCDL 5.0 Code IBC2018/TP12014 Matnx-R Weight.83 lb FT=0%F,30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No 18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins
BOT CHORD 2x4 DF No 1&Btr(flati except end verticals
VvEBS 2x4 OF Stud/Std(flati BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 15=0-2-12,10=0-2.0
Max Gray 15=803(LC 1),10=803(LC 1)
FORCES. I;Ib)-Max Comp/Max Ten All forces 250(lb)or less except when shown
TOP CHORD 2-3=249710 3-4=-2497/0,4-5=-2937/0,5-6=2937,0 6-7-246310.7 8-246310
BOT CHORD 14-15=011497 13-14=0/2982,12-13=0/2937,11-12=0/2937 10-1 1 1/1493
WEBS 2-15=-165510 2-14=0/1105 4-14-53610,4-13=273/302 8-10=-1651/0,8-11=0/1072
6-11=740/0
NOTES-
1 Unbalanced Floor live loads have been considered for this design
2)Provide mechanical connection Iby others)of truss to bearing plate at joint(s;15 10
3i Ths truss Is designed in accordance with the 2018 International Build ng Code section 2306 1 and referenced standard ANSIITPI 1
4)Recommend 2x6 srongbacks on edge spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to wa sat their outer ends or restrained by other means
' V' PROFESS
Avg LNGINEE9 /0
9 TONIO
k • 022P• . 1-
;"i'i %
N .iL
y �4�,OREGON rto ' '
�C'OSM"E R \a�P�° O,pa� '��°4%39 4
A. HE ,,s,,., L �Gl
EXPIRES: 06/30/2023
December 16,2021
A WARNING Verily new-w- rrrurers and READ NOTES 3N THIS AND INCLUDED MITES REFERENCE PAGE M 17473 niv 5092020 BEFORE USE
Design valid for use only with MiTek4 Connedors This design is based only upon parameters shown,and is for an individual building component.not
a truss system Before use.the buidiog designer must verify the applimbilty of design parameters and property incorporate this design into the overall
building design Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing I el(
is always required for stability and to prevent coaapse wall possible personal injury and popery damage For general guidance regarding the e�
labocaign storage delivery erection and txating of trusses and truss systems,see ANSI/TPJ1 Ovally Crtf.Aa,DSBda and BCSt B0Ndln0 Component MiTek USA,Inc
Safety information available horn Truss Male institute.2670 Cram Highway Suite 203 Waldorf MD 20601 400 Sunrise Avenue Suite 270
Rosevite CA 115661
Job Truss Truss Type `Oty Ply
PL21-374 M-U16 F29 FLOOR 7 1 R69090850
_ _ Job Reference(optional;
Pacific Lumber 8 Truss Co Lake Oswego.OR-97055 8 4i30 s Aug 16 2021 MITek Industries,Inc. Thu Dec 16 09,38 09 2021 Page 1
ID FRgK2t2AT2b5pA9C?PoRbMyBlzl-7NG094A0_OX81erP0JJR64zNO2oMyCSCYAnhCpy6OsS
2-6-0 , 0-9-8 1-3-0 1 0-11-4
Scala•1 231
1.343 II 4s4 1.5113 II 1.5113 II 264= 1.543 II 3)4= 'S43 II
1 2 3 4 6 6 7
♦ ♦ la
Y 7
v
1 12 1)• t10
3s4= (16et= 361= 363= 364_
13-7-4
`13-7-4
Plate Offsets(X.Y) 111 0-1.8.Edge).112:0-1-8 Edge) _
LOADING (psi) SPACING- 1-7-3 CSI. DEFL. in floc) tldefl Ud PLATES GRIP
TCLL 40 0 Plate Grip DOL 1.00 TC 0.49 Verl(LL) -0.12 10-11 >999 480 MT20 220/195
TCDL 10 0 Lumber DOL 1 00 BC 0.45 Vert(CTi -0.16 10-11 >999 360
BCLL 0.0 Rep Stress Ina YES WB 0.32 Horz(CT) 0.02 9 n/a n/a
BCDL 5.0 Code IBC2018/TP12014 Matrix-R Weight 63 lb FT=Cr,;F 301;,1
LUMBER- BRACING-
TOP CHORD 2x4 DF No 18B1r:flat; TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins,
BOT CHORD 2x4 DF No 18Btr(flat; except end verticals
WEBS 2x4 DF Stud.'Std(ftat; BOT CHORD Rigid ceiling directly applied or 10-O.0 oc bracing
REACTIONS. (size; 13=0-5-8,9=0-2-6
Max Gray 13=593(LC 1 i,9=593(LC 1)
FORCES. (Ib)-Max.Comp.;Max.Ten.-All forces 250(Ib)or less except when shown
TOP CHORD 2.3=-138610,3-4=-1386/0,4-5=-1386/0,5-6=1606/0,6-7=-1606/0
BOT CHORD 12-13=01066,11-12=0/1386 10.11=0/1627.9-10=011050
WEBS 3-12=-41110,4.11=-4/255,2-13=-1179/0,2-1 2=01639,7-9=1161/0 7 10=0/616,
5-11=-434/0
NOTES-
1)Unbalanced floor live loads have been considered for this design
2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9
3)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI 1
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d;0 131'X 3-i nails
Strong backs to be attached to walls at their outer ends or restrained by other means
��5 LNG NF9 spy
9TONIO ,
22FE Go% Gov wAsk 4.-
CV
-7 �'oj,OREGON R, �ti � •
'9 S M�E R 1� �� 49639 caw
O �4tIST CI 44C
O A. HEMP 4S.c., —,,,4C.3\
NAL
IXPIRES:06/30/2023 Iry
December 16,2021
pin
O WARNING Veny design parameters and READ NOTES oN THIN ANC INC.00En MITER REFERENCE PAGE MI1-7473 rev S1192020 BEFORE USE
Design vakd for use only with MiTek®connectors.This design rs based only upon parameters Chown and is for an individual budding component,riot
a truss system Before use,the building designer must verily be applicability of desgn parameters and properly incorporate this design into me overall M
building design Bracing indicated is to prevent budding of.de+idual truss web and/or chord members only Addnwnal lemporery and permanent bracing ng lek
a always required Ica slabilty and to prevent collapse with possible personal niury and property damage Fie general guidance regarding the
fabrication storage delivery erection and bra:+rg of busses and buss systems,see ANSVTPII Chalky Cktede,D58-B9 end BC5i aulldrrrg Component MITek USA.Inc
Safetylnformebon avaiable ham TrusS Plate Institute 2670 Crain Highway,Sate 203 Waldorf MD 20001 400 Sunrise Avenue Suite 270
14 ase,neei;;i 1?4s1
Job Truss 'Truss Type IOty Ply
R69090851
'PL21-374_M-U16 F30 FLOOR 4 1
Job Reference(ortjonalt
Pacific Lumber&Truss Co Lake Oswego.OR-97035, 8 430 s Aug 16 2021 MiTek Industries.Inc Thu Dec 16 09:38:09 2021 Page 1
ID FRgK2t2AT2b5pA9C?PoRbMyRIz 7NG094A0 0X8IerPOJJR64zMo2oWyC9CYAnhCpyBQsS
t 2-6-0 40-6-12I 1-3-0_,� ( 0-114
Sues•122 7
1.5113 II die= 1.643 it 1.643 II 31e1= 1.61d II 343= 1.343 II
1 2 3 4 5 6 7 A
b _ I4
1 iT
e a g1 12 11 f0
loll= 4M= 344= 3115= 344=
I. 13-4-12
_ 13-4-12
Plate Offsets(X.Y) [11:0-1-8.Edpet(12:0-1-8.Ed4e)
LOADING (psf) SPACING- 1-7-3 C81. I DEFL. in (loc) laden Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1 00 TC 0.53 Vert(LL) -0 11 10-11 >999 480 MT20 220/195
TCDL 10.0 Lumber DOL 1 00 BC 0.44 Vert(CT) -0 16 10-11 >999 360
BCLL 0.0 Rep Stress Inc' YES WB 0.34 Holz(CT) 0.02 9 n/a n/a
BCDL 5.0 Code IBC2018/TP12014 Matrix-R Weight:62 lb FT=0%F,311'..E
LUMBER- BRACING-
TOP CHORD 2x4 DF No 1&etr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals.
WEBS 2x4 DF Slud/Std(flat) BOY CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 13=0-2-12 9=0-2-6
Max Grav 13=584(LC 1),9=584(LC 1)
FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown
TOP CHORD 2-3=1316/0,3-4=-1316/0 4-5=-1316/0,5-6=1568/0,6-7=1568/0
BOT CHORD 12-13=0/1056,11-12=0/1316 10-11=0/1570 9-10=0/1030
WEBS 312=-489/0,4-11=0/260,2-13=-1167/0,2-12=0/676,7-9-1139/0.7-10�/594,
5-11=-442/0
NOTES-
1)Unbalanced floor live loads have been considered for this design
2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13,9
3)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 1
4)Recommend 2x6 strnngbacks,on edge.spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means
��Q,ED PROFES,,0
,� �NGINEE9 �%
y9 oZONIO
4,PE i Gig`' OF wAstf c%
-7 41,OREGON 49 ; T
C� '1BER '0 ���
OS A. HE04 �c'k,'�lec sTe.Rti° w
EXPIRES:06/30/2023
December 16,2021
A WARNING Venfy design peramelers and READ NOTES r N TH r.ANSI INCLUDED MITEK REFERENCE PAGE MII 7473 rev 5/192020 BEFORE USE
Design varrtl for use only wall MrTelegi connectors.This design IS based only upon pare meters shown and a for an individual b-.Iding component nut
a truss system.Before use the budding designer must verity the applcabdity or design parameters and properly YlWrporale Mrs design into the ove•al
Wilding design Bracing indicated is to prevent buckling of individual truss web andrer chord members only Additional temporary and permanent bracing ii k
Is always required for slabeey and to prevent collapse with possible personal injury and property damage For general guidance regarding the ,e e�
fabrication storage deevery erection and bracing of trusses and truss systems see ANSf/TP11 Quality Crimes,05849 and GCS,Building Component MTek USA.Inc
Safety Intwmatlon available born Truss Plate Institute 2670 Crain Highway.Sate 203 Waldorf MO 20601 400 Sunrise Avenue.Sale 270
Roseville CA 15161
Job Truss Truss Type _---- T Qty -Ply '
R69090852
PL21-374_M-U16 F31 FLOOR 2 1
Job Reference`oetional) _
Pacific-Lumber&Truss Co Lake Oswego OR-97035 8.430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 16 09'38'10 2021 Page 1
ID•FRgK212AT2b5pA9C2PoRbMyBlzf-bao0NQBeIKf'voQbaOggelWc3SBhhiuMngWEIFy80sR
1 2-6-0 1-tQ7 1-0� -4-17� 0-6-9 1-0-0 1-0-0 1
Scale 1 20.2
4a4=
1.513 II l04= I.5a3 II /.5ot3 II 1.54 II SW= 1.0,3 II
1 2 3 4 5 6 lag— 7 a ti
s.• \-.
qq
4 T
• • s• ••
16 14 13 7r I1 10
3a4= 3a4= 4a4= 3*6= 3a5= 7a4=
9-0-3 11-11.4
9-0-3 +_ 2.11.1
Plate Offsets(X,Y1-- j13:0-1-8,Eddejd14:0-1-6,Edge;
LOADING (pst) SPACING- 1-7-3 CSI. DEFL. in (lac) Ildef Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.04 14-15 >999 460 MT20 220/195
TCDL 10.0 Lumber DOL 1.00 BC 0 18 Vert(CT) -0.07 14-15 >999 360
BCLL 0.0 Rep Stress Ina YES WB 0 18 Horz(CT) 0.01 10 n/a n/a
BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight:60 lb FT=0%F,30%E
1
LUMBER- BRACING-
TOP CHORD 2x4 DF No 1&B1r(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purtins,
BOT CHORD 2x4 OF No 1&Blr(flat) except end verticals
WEBS 2x4 DF Stud/Sld(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing
REACTIONS. (size) 12=0-5-8,15=Mechanical 10=Mechanica
Max Gray 12=565(LC 1),15=383(LC 3),10=148(LC 7)
FORCES. (lb)-Max Comp./Max Ten -All forces 250(h I or less except when sham.
TOP CHORD 2-3=-670/0,3-4=-670/0 4-5=670/0
BOT CHORD 14-15=0/602 13-14=01670.12-13=0/587
WEBS 4-13=-267/0 6-12=-299/0,2.15=-665/0 5-12=690/0,5-13=0/336
NOTES-
1)Unbalanced floor live loads have been considered for This design.
2)Refer to girder(s)for truss to truss connections
3)This truss is designed in accordance with the 2018 Intemationa Building Code section 2306 1 and referenced standard ANSUTPI 1
4)Recommend 2x6 strongbacks,on edge spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131"X 3')nails
Strongbacks to be attached to walls at their outer ends or restrained by other means.
5)CAUTION.Do not erect truss backwards
���,ED PROFFS,,
,.0 LNG I N EF'9 /�'L
1:" oloNio iv
22P G �
o% .
01WAS44,4
. r
'.
9 (A>,OREGON rt r. l(" 7rl
M 1
9cOs gER � P� .o0oA 444
9
6T4
k
A. HEa F`s..,GION AGti�G
EXPIRES: 06/30/2023
December 16,2021
O WARNI N'. ii.,ly desgn lsararnelers and REM)NOTES ON THIS AND INCLUDED MI-E'REr ERENCE P!.GE Mil 7173 rev 5r4512020 L'Li ORL I IS!
Design valid for use only with MaTekrb connectors This design is based only upon parameters shown and is for an individual bu Ming component.tot
a truss system.Before use the budding designer must verily the appkcabiM of design parameters and properly incorporate iht design into tie overall 1
budding design Braang indicated a to prevent buckling of nN ddual lass web anWor chord members only Additional temporary and permanent bracing ITek
's always required for stabrny and lu prevent collapse wet possible personal injury and properly damage Fm general puidacree regarding the
labocabani storage dekvery rredaon and bracing of trusses and brush systems.see ANSI/1P11 Quality GHada,Dsa-se and BCSI co,,esng Component MiTek USA.Inc
Safety lnrovmation available hoer Truss Plate Institute.2870 Crain Highway.Dude 203 Waldorf MD 20801 400 Sunnse Avenue Sure 270
R4iis°Hc CA e54e 1.
Job Truss Truss Type Qty Ply
R69090853
PL21 374 M-U16 F32 FLOOR SPECIAL 2 1
Job Reference(optional)
Pacific Lumber&Truss Co.. Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries.Inc Thu Dee 16 09:38:11 2021 Page 1
IO:FRg1C2t2AT2b5pA9C?PoRbMyBlzt-3mOmamC HVdnsXy?o8kLvBV2 orOgQ4BV000oHIy6QsO
I 2-6-0 1-10 7 t E 1-3-0 I a-73 I 1-3-0
Sale•1249
1.54 It 34= 1.S4 II 1.94 11 344= 1.543 II 304= 1.54 II 4110= 1.54 11
1 3 3 140- S 9 7 9 9 10 11
•
1 T
19 17 16 15 14 13
31N= 34= 1.54 II 4x5= 345= 4t7= 3e4=
14-7-12
14-7.12
Plate Offsets(X,Y)- 14:O-1.8,Eti0s1 t17:0-1-8 Edgel
LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loci :del Ud PLATES GRIP
TCLL 40,0 Plate Grip DOL 1.00 TO 0 49 Vert(LL) -0 12 15-16 >999 480 MT20 220/195
TCDL 10.0 Lumber DOL 1.00 BC 0 71 Vert(CT) -0.16 15-16 --999 360
BOLL 0.0 Rep Stress lncr NO WB 050 Horz(CT) 0.03 12 ma n'a
BCDL 5.0 Code IBC2018/1-PI2014 Matnx R Weight 72 lb FT=O%F,3016E
LUMBER- BRACING-
TOP CHORD 2x4 DF No 1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins,
BOT CHORD 2x4 DF No 1&Btr(lat) except end verticals
WEBS 2x4 DF StudlStd(lat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 18=Mechanical,12=0-4-4
Max Gray 18=684(LC 1) 12=843(LC 1)
FORCES. lb!-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown
TOP CHORD 2-3=191310,3-4=-191310,4-5=-2175/0,5-6=2175/0,6-7=-2121/0.7-8=-2121/0,
8-9-158510,9-10=-1585/0
BOT CHORD 17-18=0/1242.16-17=0/1913,15-16=0/1913,14-15=0(2198 13-14=0/1913. 1 2-1 3=018 59
WEBS 3-1 7=-2 8410,4-16=-274/0,2-18=137310,2-17�/817,10-12-1168/0 10-13=01986,
9-1 3=-34310,8-13=-446/0,8-14=01282.5-15=272/0.4-15=271608
NOTES-
1)Unbalanced floor live loads have been considered for this design
2)Refer to girderls)for truss to truss connections.
3)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSIITPI 1
4)Recommend 2x6 strongbacks,on edge.spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131-X 3 nails
Strongbacks to be attached to walls at their outer ends or restrained by other means
LOAD CASE(S) Standard OD PR
1)Dead+Flax-t ive(baranced):Lumber ncrease=1.00,Plate Increase-1.00 .`�T`"D 'PROF?
uniform-cads(plf) 5 NG NES. p
Vert:12-18=8,1 11-80 v ,I
Concentrated Loads(Ib) Ct r9` �yTONIO 14,
Vert.9=-250 : S r PE / Gp5 0v wASI "Pet,
+11 G'"-
_ ram.' ‘r.
ty
y &W '
OREGON ry9 ,�O
SSIONAL-
EXPIRES: 06/30/2023
December 16,2021
A WARNING ...only design parameter"and READ NOTES nN TH:AN :INCLUDED MITEK REFERENCE PAL E Mii - _'- e,-: - 1111
Design nail for use only with MiTelra connectors.The design is based onty upon parameters shown,and a for an individual bulkling component not
a truss system Before use.Ne budding designer must venfy the applicabrhty Si design parameters and popery incorporate Uis design into the overall
budding design Bracing indicated a to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k
a always required for stability and to prevent collapse with possible personal iniury and property damage.For general guidance regarding the
fabrication storage delivery,erection and Oaring of busses and truss systems,see ANSI/T.1 Quality Criteria,DSB49 and SCSI Building Component MiTek USA Inc
Safety information available from Truss Plate Institute 2670 Craw Highway Sude 203 Waldorf,MO 20601 400 Sunrise Avenue Suite 270
Rasr,dr CA 95061
Job Truss Truss Type Oty Ply
R69090854
PL21.374_M-U16 F33 FLOOR SPECIAL 3 1
Job Reference;option]
Pacific Lumber&Truss Co Lake Oswego.OR 97035, 8 430 s Aug 16 2021 MiTek Industries.Inc Thu Dec 16 09:38:18 2021 Page 1
ID FRgK2t2AT2b5pA9C'PoRbMyBIz/-M6J029HgsnIs10182izYz rv4gnHZFIXd4SNoy8QsJ
I 2-6-0 1.11-5 t I 1.3'o I 04-11� 1 —I
Scale=1 25.0
I 54 II 3t4= 1.54 II 1.54 II 34= 1.54 II 30I= 1.54 II Ad= 1.5e3 II
1 2 3 4�— • • 7 • • 1• 11
• •
• • r • •
1
e e
1 17 16 15 14 13 4
:lay= 34= 1.543 II 4t15= 9r46= to= 38•4=
14 AA
-I
14 68
Plate Offsets iXYi-- (4:0-1-8,Ed9e1,1170-1-8,Edael
LOADING tpsf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udell Ud 1 PLATES GRIP
TCLL 40 0 Plate Grip DOL 1 00 TC 0 49 Vert(LL) -0 12 15-16 >999 480 MT20 220/195
TCDL 10.0 Lumber DOL 1.00 BC 0 71 Vert(CT) -0 16 15-16 >999 360
BCLL 0 0 I Rep Stress Ina NO WB 0 50 Horz(CT) 0 03 12 nla n/a
BCDL 5 0 I Code IBC2018/TP12014 Matnx-R Weight:72 lb FT=0%F.309E
LUMBER- BRACING-
TOP CHORD 2x4 DF No 1&Bln;flat) TOP CHORD Structure wood sheathing directly applied or 6-0-0 oc purlins
DOT CHORD 2x4 DF No.1&Btr(Bat) except end verticals
WEBS 2x4 DF StudlStd(flat) BOT CHORD Rigid ce ng directly applied or 10-0-0 oc bracing
REACTIONS. (size) 18=0-2-10,12=0-4-4
Max Gras 18=686(LC 1) 12=846(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten -All forces 250;b;or less except when shown
TOP CHORD 2-3=1938/0,3-4=-1938/0,4-5=-2193/0 5-6-2193/0,6-7=2133/0.7 8=213310
8.9=-159110,9-10=-1591/0
BOT CHORD 17-18=0/1247 16-17m311938 15-16=0/1938 14-15=012214.13-14-0/1923,12-13=0/863
WEBS 3-17=-28210,4-16=-27510,2-18=137910 2-17m 1829,10-12=1173/0.10-13=0/991.
9-13=-343/0,8-13=-451/0,8-14=0,286 5-15=-27210,4-15-35/605
NOTES-
1)Unbalanced floor live loads have been considered for th s design
2)Provide mechanical connection(by others)of truss to bearing plate at joints)18
3)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSIITPI 1
4)Recommend 2x6 strongbacks,on edge spaced at 10-0-0 oc and fastened to each truss with 3-10d 10 131"X 3'i nails
Strongbacks to be attached to walls at their outer ends or restrained by other means
LOAD CASE(S) Standard WO PROF,
1)Dead+Floor Live(balanced):Lumber Increase=1 00 Plate Increase-1 00
Uniform Loads(plf) �5��,NGINiE s/p
Vert:12-18-8.1-11--80 z� v ' A
Concentrated Loads(Ib) /�nn r9l �SONIO 4I
Vert:9=250 - LLLI�• Oco ,...4 WAsk�'P-i,
rwe •
tP ,Rr j.r y�.
9 ��T OREGON tip 4,1
•
O �
�COSM$ER >>� �
A. HEAP � , f963 9� 'V
�.F4 s, f'N
AL .16\
EXPIRES:06/30/2023
December 16,2021
A WARN'.NG Ven'1 design i-r•'-=1.rs and READ NOTES ON THIS AN0 NCLIXIE�-MITEK REf ERENCE PAGE MU a'l'es S15/2020 BEFORE ':E
Design valid Srf use only with MiTeke connectors.This design a based-nry upon parameters shown,and is for an indh idual building component not
a truss system Before use,the building designer must verily the apphcabtoy of design parameters and property incorporate this design Into the overat buildup design Bracing indicated w to prevent bucktir g of uldarduat truss web and/or chord members only Addrtienal temporary and permanent braang MiTek.
is always required for stabttgy and to prevent-elapse well possible personal Injury and property damage. For general guidance regarding the
fabrication,storage delivery.erection and braang oI trusses and truss systems,see ANSI/TPII Ouahry Criteria,DSB-D a rwaCSI ButMtry Component MiTek USA,Inc
Safety Information evadable horn Truss Plate notate 2670 Crain Highway Suite 203 Watdort,MI)20601 400 Sunrise Avenue Suite 270
R7::c.,in _o 9'061
Job Truss Truss Type -7Qty Ply T I
R69090855
PL21-374 M-U16 F34 FLOOR 6 1 1
,Job Reference(optional)
Pacific Lumber&Truss Co. Lake Oswego OR-97035 8.430 s Aug 16 2021 MTek Industries.Inc. Thu Dec 16 09 38 20 2021 Pags 1
I D.FRgK212AT2b5pA9C7PoRbMy6lzf-IVRATrJw0Ova6KB W97702PwKUUcpI Ecg40xm 5gy8QsH
___ _ 2&U + 0-6-12 l 1-3-0• 1 1-3-12 -
Scare=1 11 5
11.Sa3 II 2 US= 31.54 II 4 344= 51 5x3
a N '!
1.443 II
9 8 7 8
310/_
814= 3M=
6-1-8
6-143
Plate Offsets(X,Y)— [4-0-1-8.Edge].[8:0-1-8,Edgel
LOADING (psi) SPACING- 1-7-3 CSI. DEFL. n (loc) Ildefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1 00 TC 0 18 Vert(LL) -0 02 8-9 >999 480 MT20 220/195
TCDL 10.0 Lumber DOL 1 00 BC 0.13 Vert(CT) -0 03 8-9 >999 360
BOLL 0 0 Rep Stress Inc:- YES WB 0.10 Horz(CT) 0 00 6 n/a n/a
BCDL 5 0 Code IBC2018fTP12014 Matrix-R Weight:30 lb FT=0%F.30%E
•
LUMBER- BRACING-
TOP CHORD 2x4 OF No 1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BO"CHORD 2x4 OF No 1&Btr(flat) except end vertica's
WEBS 2x4 OF Stud/Std;flatl BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 9-0-2-12.6 :1-2-4
Max Gray 9=264(LC 1),6=264;LC 1)
FORCES. (lb) Max Comp.Max Ten -All forces 250(lb)or less except when shown
TOP CHORD 2-3=291/0.3.4=291/0
BOT CHORD 8-9=0/354,7-8=0/291,6-7-0/291
WEBS 2-9=391/0,4-6=380/0
NOTES-
11 t.nbalanced floor live loads have been considered for this design
2i Provide mechanical connection(by others)of truss to bearing plate at joint(s)9,6
31 This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIJTPI 1
41 Recommend 2x6 strongbacks on edge spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131"X 3")nails
Strongbacks to be attached to walls at their outer ends or restrained by other means.
\�Q`ED PROFESS
ac� qNG1NE<cR /0y
9r ortONIO y4,
PE
Goy �,f wAsy y.`�•.
9 SAT OREGON rL 4N
O °r
•
ck-
41'.
A. HER �`Ss, c-�G
EXPIRES:06/30/2023
December 16,2021
O WARNING Verily design parameters and READ NOTES ON TH J ANT,NCI 1.10E7 W TEK REFERENCE PAGE!, sit
Design valid tot use only with Mrirekt connectors.This design is based only upon parameters shown,and is for an ind vvictual bu06rng component nottill
a miss system.Belpre use,the building designer must verify the appfimbtily of design parameters and properly incorporate In6 design into the overall
budding design. Bracing indicated is to prevent buckling of individual buss web and/or chord members only Additional temporary and permanent bracing Mile k-
is always iequired 1or stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrfcattpn storage.delivery,erection and bracing of trusses arid buss systems see ANSUTPII Ounrry crrr.riq DSa-aa rind acsl Bulking Component MiTek USA.Inc.
Safety lnronnaUon available horn Truss Plate Instrtute,2670 Cram Highway Suite 203 Wabdorl MD 20e01 400 Sunrise Avenue.Suite 270
y Rosevite CA*idol
Job Truss TTruss Type Oty Pty
• R69090856
PL21-374_M-U16 F35 FLOOR 7 1
Job Reference(optional)
Pactic.Lumber 8 Truss Co Lake Oswego.OR-97035, 8.430 s Aug 16 2021 MiTek Industries Inc Thu Dec 16 0.938'21 2021 Page 1
ID FRgK212AT2b5pA9C?PoRbMyBlzt-rnh7YgBKY9r2RkUmpgWFbcTRRttlmdczJ2hKd7y5OsG
2-6-0• 1 7-11-5 1-3-0 11 0.14l 1
Scots=1 130
1.5e3 II 345= 1.523 II 1.54 11 344= 1.543 II 3115= 1,543 II
1 2 3 4 5 6 7 5
• rs
I
• e W
• •
1 12 11 10
3x4= U4= 344= IA= U.=
14-8-8
14-8-8 1
Plate Offsets(X,Y1— 111.0-1-8,Edge1,112:0-1-8,EdQel
T
LOADING (psf) SPACING- 1-7-3 I CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.13 10-11 >999 480 MT20 220/195
TCOL 10.0 Lumber DOL 1.00 BC 0.47 Vert(CT) -0.18 10-11 >995 360
BCLL 0.0 Rep Stress Ina YES WB 0.38 Horz(CT) 0.03 9 n/a n/a
BCDL 5.0 Code IBC20181TP12014 Matrix-R Weight:67 lb FT=0%F,30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.188U(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins,
BOT CHORD 2x4 OF No 18Btr(flat) except end verticals
WEBS 2x4 DF Stud/Std(fiat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 13=0-2-10,9=0-4-4
Max Gray 13=641(LC 1),9=641(LC 1)
FORCES. (Ib)-Max Comp./Max Ten -All forces 250(Ib)or less except when shown
TOP CHORD 2-3=176210,3-4=-1762/0,4.5=-1762/0 5-6=-1811/0,6-7=1811/0
BOT CHORD 12-13=0/1149 11-12=0/1762,10-11 0/1935.9-10=0/1152
WEBS 3-12=-276/0.2-13=-127110,2-12=01742 7-9=-127310,7-10 0f729 5-11=382/79
NOTES-
1)Unbalanced Poor live loads have been considered for This design
2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13.
3)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TP!1
4)Recommend 2x6 strongbacks,on edge spaced al 10-0-0 oc and fastened to each truss with 3-10d(0 131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
��00 PROF
,�5 -NGINEF9 /py
L 9l o aNio dt
d 22P
Goy 04 wnsk 'fit
y vAj,OREGON ti^ 47
9OO FMi9ER 1�' �� \4P4I /
639
EXPIRES: 06/30/2023
December 16,2021
A WARNING .nory dastun orrame:ers and READ NOTES iNT311E AND 1NCLUDEE VITEK REF EREt4CE PAGE All 17473 rev SI192o FORE -E 1
Oesign veld nor use only with MiTeletti connectors This design is based only upon parameters shown and is for an individual buikting component not
a truss system Before use the building designer must verily the appkcabd4y of design parameters and properly incorporate this design into the overall
drildlrg design Bracing ndicated e to prevent buckling of indrvidual truss web and/or Chord members only Additional temporary and permanent['racing MiTek
is always required for stability and to prevent co lapse wan possible personal injury and property damage Far general gudance regarding the
labrrrarinn storage delivery erection and bracing at busses and truss systems,see ANSI TPlf gwlffy Crlrerfs.DS849 trtd EICSI Binding Component Mack USA,Inc.
Safety Informatiovr evadable Nam Truss Plate Institute.2870 Crain Highway.Sole 203 Waldorf.MD 20001 400 Sunrise Avenue,Sucre 270
Re*Fy 5.CA listA_ ,
Job Truss Truss Type Oty Ply
R69090857
PL21-374_M-U16 F36 FLOOR 2 1 •
Job Reference(optional)
Pacific Lumber 8 Truss Co. Lake Oswego.OR-97035, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 18 0838:22 2021 Rag?1
IO FRgK212AT2b5pA9C7PoRbMyBlzf-EIZxuXKAw0AILeLvHY2U7q?ejHHIV7o7Yi0tAZy80sF
2.60 I 2-0-11 —I I 1.1.0 I -12t 08-9 1-0-0 1-0.0 i
Scab=120.4
44=
I Sad II 11,4= 1.34 II 1.813 II 1.34 II 3611= 1.3x3 II
1 ? 3 4 8 634— / 8 9
e , \II' q
a •e s' e
1 14 /3 0 11 10
3414 = 344= A94= 34= 34= 34=
9-2.7 12 1-8
9-2-7 2.11.1 -1
Plate Offsets(X,Y)-- j13:0-1.8,E4j j14.0-1-8,Edgel
LOADING (psf) SPACING. 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0 26 Vert(LL) -0.04 14-15 >999 480 MT20 220/195
TCDL 10.0 Lumber DOL 1.00 BC 0 20 Vert(CT) -0.08 14-15 >999 360
BCLL 0.0 Rep Stress Incr YES N/B 0 19 Herz;CT) 0.01 10 n/a n/a
BCOL 5.0 Code IBC2018/TP12014 Matrix-R Weight:61 lb FT=0%F,30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structura wood sheathing directly applied or 6-0-0 oc purling,
BOT CHORD 2x4 DF No.1&Btr(fla1) except end verticals.
WEBS 2x4 DF StudlStd(11at) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (size) 12=0-5-8,15=0-2-4,10=Mechanical
Max Gray 12=564(LC 1),15=394(LC 3),10=155(LC 7)
FORCES. (Ib)-Max.Comp./Max.Ten -All forces 250(Ib)or less except when shown
TOP CHORD 2-3=-708/0,3-4=708/0,4-5=-708/0
BOT CHORD 14-15=0/625 13-14=0/708,12-13�/618
WEBS 4-13=-283/0,6-12=-298/0,2-15=691/0,5-12=707/0,5-13=0/357
NOTES-
11 Unbalanced floor live loads have been considered for this design
2)Refer to girder(s)for truss to truss connections.
3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15
4)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI 1.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to wa s at their outer ends or restrained by other means.
6)CAUTION,Do not erect truss backwards
'i ' PROFESS
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EXPIRES:06/30/2023
December 16,2021
A as and READ NOTES ON THIS AND INCLUDE:MITEK REFERENCE PALE MIb7e73 re•919f2020 of FORE USP
oeSign vakd for use only wrlh MrTeke cennecto,S This design 5 based only upon parameters shown.and i9 fir an irbreidael building component,not
a IruSS SyStern.Before use,the building designer must verily the applicability of design parameters and property incorporate this design into ale overall
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 colapse wth possible personal injury and property damage. For general guidance regarding the
fabrication,storage.delivery.erection and bracing of busses and truss systems.see ANSIITPf1 Quality Crtarla,DSB-da and SCSI Building Component MiTek USA,Inc.
Safety Infonnadion wadable from Truss Plate Institute.2670 Crain Highway Suite 203 Waldorf MO 20001 400 Sunrise Avenue.Suite 270
Rolevhe-GA n.e_
'Job Truss Truss Type Oty Pry
IPL21-374 M-U16 F37 Floor �1 1 R69090858
_ Job Reference';optional i
Pacific-Lumber&Truss Co. Lake Oswego,OR-97035. 8.430 s Aug 16 2021 MiTek Industries Inc Thu Dec 16 09 3823 2021 Page 1
ID FRgK2t2AT2b5pA9C?PoRbMyBI z1147J5sLohJl9zow51FZlg 1 YrZhaDEYeGm MAOi?y80 sE
2-6-0 2-0•11 1 3:. l 1-0-9
Scale=1 21 2
1 5o3 II Salt= 1 54 II 1.5z3 Il 344= i Srr3 I I
1 2 3 1 5 • 7
a d a a-
i /k „ t• 9
34= 3d= 1.54II 314= Sue=
a3 4:. i 5-5-3 i 6a11 _ 12.8.12
4•a•3 _ 0-1-8 0-7-80-7-8 84-1
Plate Offsets(X,Y)- L4 0-1.8.Edge1,111 0-1-8,Edgel
LOADING (psf) SPACING- 1-7-3 CSI. DEFL in f,oc) 2defl Ud PLATES GRIP
TCLL 40 0 Plate Grip DOL 1.00 TC 0 19 Vert(LLI 0.06 10 >999 480 MT20 220/195
TCDL 10 0 Lumber DOL 1,00 BC 0 35 Vert(CT) -0.08 8-9 •999 360
BCLL 0.0 Rep Stress Incr YES WB 0 28 Horz(CT) 0 02 8 nra n/a
BCDL 5.0 Code IBC2018/TP12014 Matrix-R Weight 57 lb FT=046F 30'si
LUMBER- BRACING-
TOP CHORD 2x4 DF No 1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins
BOT CHORD 2x4 OF No 1&Btriflat) except end verticals
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 12=0-2-4,8=0-4-8
Max Gray 12=543(LC 1),8=543(LC 1),)
FORCES. (lb) Max Comp/Max Ten -All forces 250 Ib1 or less except when shown
TOP CHORD 2-3=1350/0,3-4--1 3 5010,4-5=-1386/0 5-6=-1386/0
BOT CHORD 11.12=0/942,10-11=0/1350.9-10=0/1350,8-9=0/944
WEBS 2-12=-1042r0 2-11=01510.6-8=-104410 6-9=01488
NOTES-
1)Unbalanced floor live loads have been considered for This design.
2)Provide mechanical connection(by others)of truss to bearing plate at)oint(s)12
3)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI!TPI 1.
4)Recommend 2x6 strongbacks on edge spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails
Strongbacks to be attached to walls at their outer ends or restrained by other means.
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y �A\ ffco 71,
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EXPIRES:06/30/2023
December 16,2021
A v,''ARt:N'• ,enrr oosig.'peramele.r:r-•'RL'.1,N. r E'; :N TMIRK11S AND INCLUDED MIRK REFERENTE PA:.E MI1 7,73 rev 5192020 BEFORE -
Design valid for use only with MiTeke connectors.This design is based only upon parameters shown.and a for en individual building tamponent.not
a cuss system.Before use the building designer must verily the eppecabddy of design parameters and property incorporate this design into the overall budding design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members onty.Additional temporary and permanent bracing MITe e k•
e always required for stability and to prevent collapse wrth possible personal injury and properly damage. For general guidance lege ding the
labrication,storage delivery erection and bracing of busses and truss systems,see ANSt/TPI1 Ouarfty Criteria,DSB-S5 artd BCS1 Building Component Mae!,USA.Inc.
Safely Information evadable born Truss Plate Institute.2870 Crain Highway.Carte 203 Watdori MD 20801 400 Sr nrrse Avenue Stole 270
I e:revr- r..N�J..1
Job Truss Truss Type Oty Ply
R69090859
PL21-374_M-U16 F38 Floor 1 1
Job Reference Clonal
Pacific Lumber 8 Truss Co., Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 16 09'38:24 2021 Page 1
ID:FRgK2t2AT2b5pA9C?PoRbMyBlzf-BGghJCM0SdQ0bxUt0z4yCF5yA5uazxg07ov_ESy8Os0
I 2.6-0 I I '� 1-3-0 0.�10 I— 1-8-4
Scale -137 s
1.1114 II 34= 1.54 II 3W= 1.583 II 3a1= 1.343 II 3h8= 3001 II 44E4=
1 2 3 4 S III 7 8 9 10
•
\` yI T
• a \:,............„...........................)...
( •• _'• (v
a (v
le 18 14 13 �-� 11
384= 31IS= 301= 1.5x3 II 3x10= 3010= 1.5M II
9-3.7
138-7 0 -8 614 43-3 1.114
0-7-!
Plate Offsets{X,Y}- 160-1-8,Edgel[1010-1-8,Edgel[15:0-1-8 Edgel
LOADING (psi) SPACING- 1-7-3 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 IC 0 39 Vert(LL) -0 13 15-16 >999 480 MT20 220/195
TCDL 10.0 Lumber DOL 1 00 BC 0 47 Vert(CT) -0.17 15-16 >999 360
BCLL 0 0 Rep Slress Inc,- YES WB 0 54 Horz(CT) 0.02 11 n/a We
BCDL 5 0 Code IBC20181TP12014 Matrix-R Weight:86 lb FT=0%F,30%E
LUMBER- BRACING-
TOP CHORD 2x4 OF No 18B1r(tlat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 OF No 18Btr;tlat) except end verticals
WEBS 2x4 OF Stud/Std(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 11=Mechanical,17=0-5-0,12=0-5-8
Max Uplift 11-762(LC 3)
Max Gray 17=616(LC 3),12=1674(LC 1)
FORCES. (lb)-Max.CompfMax Ten -All forces 250(lb)or less except when shown
TOP CHORD 10.11=0/756,2-3=-1703/0,3-4=-1703/0,4-5=1595/0,5.6=1595/0,6-7=-1232/0,
7-8-1232/0,8 9=0/1178,9-10=0/1176
BOT CHORD 16-17=0/1097,15-16=0/1772,14-15=0/1595,13-14=0/1595 12-13=0/280
WEBS 2-17=-1213/0,2-16=0/670,4-15-396/41,8-12-1607/0,8-13=0/1059 6-13 -649/0.
10.12=-1394/0
NOTES-
1)Unbalanced floor vs loads have been considered for this design
2)Refer to girder(s)for truss to truss connections.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 762 lb uplift at joint 11
4)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 1
5)Recommend 2x6 strong backs on edge spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131"X 3")nails.
Son to erect t awcks at their outer ends a restrained by other means PRO
6)CAUTION,Do not erect truss backwards. `4i`G !- 17V
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EXPIRES:06/30/2023 December 16,2021
l --
WARNING ':end oesgr pa rarneleis end READ NOTES ON THI:ANL NG.I-.l)EJ NrTEK REFERENCE PA,E Mu7a rl:ev Yta er,200EriSrE 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 appkcabilay of design parameters and properly ncorpotate thisdesign info the overall
building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I e
is always required for stability and to prevent collapse with possible personal iryury and property damage.For general guidance regarding the
fabrication storage defvery.erection and bracing of trusses and buss systems.see ANSN7PI1 Qunllly Criteria,DSB-e9 and SCSI Building Companion MITek USA.Inc
Safely Information available horn Truss Plate Institute 2670 Crain highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue Suite 270
Roseville,CA 95661
Job I Truss I Truss Type •Oty Ply
R69090860
PL21-374_M-U16 F39 Floor 5 1
_ _ _ _ Job Reference fnEaronall
Pacific Lumber&Truss Co Lake Oswego OR-97035 8.430 s Aug 16 2021 MiTek Industries Inc Thu Dec 16 09 3325 2021 Page 1
ID FRgK2t2AT2b5pA9C?PoRbMyBlzblSE3WYN3CxYt053UygbBlSd7wVEpiO4ZEgfXmuy6OsC
2-6-0 ,0-9-/ 1-3-0 1 0-10-13 1-8-4
Scale=130.8
1.5x3 II 34= 1103 II god= 1.513 II 3.4= 1.5..3 II 3N6= 3x4 tI 4104=
1 2 3 4 5 6 7 6 9 10
O b pp
Y _ ♦
T
N
1_t
s ,. a �-�16
3x4= 3143= 3.4= I.5N3 II 3410= 3rr10= 1,k4 II
Ss7
4-.6-7 8 s15 !rid 11 044- r 14'a
' 8-6-' 1741.8 0.7.8 - 63-5 t -4
0-7.8
Plate Offsets(X5Y1•' j6:0-1-8 Edge]j100-1-8,Ed1eJ,j15:0-1.8,Edge;
LOADING (psi) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.13 15-16 >999 480 MT20 2201195
TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(CT) -0.17 15-16 >999 360
BCLL 0.0 I Rep Stress Ina YES I WB 0.54 Horz(CT) 0.02 11 nla n/a
BCOL 5.0 Code IBC2018/TP12014 Matrix-R Weight 86 b FT=0%F,30'4-
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 OF No 1&Btr(flall except end verticals
WEBS 2x4 OF Slud/Std(flal) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 11=0-2-0 17=0-5-0 12=0-4-4
Max Uplift 11-762(LC 3)
Max Gray 17=616(LC 3), 12=1674(LC TI
FORCES. lb)-Max Comp./Max Ten -All forces 250(lbj or less except when shown
TOP CHORD 10-11=0/756.2-3= 1703/0,3-4=170310 4-5-159510.5-6 -159510 6-7=-123210,
7-8=123210,8-9=011178,9-10=0/1176
BOT CHORD 16-17=0/1097,16-16=0/1772,14-15=011595 13_14=Oi1595,12-13=0/280
WEBS 2-17=-121310.2-16=0/670.4-1 5=3 9614 1.8-12=1607/0.8-13=0i1059 6-13,-6490,
10-12=-1394/0
NOTES-
1) Unbalanced floor live loads have been considered for this design
2)Provide mechanical connection(by others}of truss to bearing plate at:a nt(sl 11
3)Provide mechanical connection(by others}of truss to bearing plate capable of withstanding 762 lb uplift at Olt 11
4)This truss is designed in accordance with the 2018 International Build ng Code section 2306 1 and referenced standard ANSI/TPI 1
5)Recommend 2x6 strongbacks,on edge spaced at 10-0-0 oc and fastened to each truss with 3-10d((1 131'X 3-)na Is
Strongbacks to be attached to walls at their outer ends or restrained by other means /� c 6)CAUTION,Do not erect truss backwards � 9,03 PR0,t-e,
�t, `�NGtNFF'9 /d* cONIO yF.
co
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yV'0T OREGON rti0 4N ''r
9O 'M$E R A'\' ?� 7 '��°c s6 wig w
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EXPIRES:06/30/2023 December 16,2021
A WAPNIN'. ,,anry desg parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERE'rE PACE Mil 7471 r•9?32C IS!POM teat
Design valid for use only war MiTeker-,mnedors This design is based--ly upon parameters shown a•d is for an individual budding component.riotIIIII
a Uuss system aefoie use the balding designer must verify the applicability of design parameters and property in=orpoiate Uris desg'into the overall
bueding design Bracing indicated is to prevent bucking of.dnidsal truss web and/or chord members only AddNonal temporary and permanent bracing MiTek
is always required or stalely and to prevent u,Napse wall possrde personal injury and property damage For general guidance regarding the
fabr.cution storage delivery erection and bracing Af busses and truss systems.see ANS1,71.11 Quality Criteria,DS849 and SCSI Building Component MiTek USA.Inc
Safety Information available from Truss Plate Institute 2670 Clain Highway Suite 203 WPavdorf MO 20601 400 Sunrise Avenue Suite 270
Roseate-CA 05651
Job Truss Truss Type Oty Ply
R69090861
PL21-374_M-U16 F40 Floor Special 4 1
_ Job Reference;npti _
Pacific Lumber&Truss Co Lake Oswego OR-97035, 8 430 s Aug 16 2021 MuTek Industries Inc Thu Dec 16 09.38:26 2021 Page 1
ID FRgK2t2AT2b5pA9C?PoRbMy8lzf-7foRkuNhzEgkgFegWtl6QIgAICuZWRgSjSKO5JKy8QsB
2-6-0 0-9-7 1-3-0 _,- 2-0-9 - _ 2-0-0 _ l 2-0-0 2-0-0
Scaler 1:1'1
154 II ex7= 1.3a3 II 3k4= 1.6x3 I 1.54 II 3a4= 1 SM3 II 314= 1.04 '
1 2 3 4 5 6 7 8 0 10
le s s
°e s `xRJ
15 14 la /2 -*
3M5= 302= la= 3a4= Ate?= 3111=
i 8-7.10 13}7910-15 •ILtio — i
8.7.15 0-7-8 0-7-8 n>I
Plate Offsets1X,YY - 113:0-1.8,Edgel,114:0-1-8 Edgel
LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1 00 TC 0.42 Vert(LL) -0.20 13 >999 480 MT20 220/195
TCOL 10.0 Lumber DOL 1 DO BC 0.56 Vert(CT) -0.28 12-13 >773 360
BCLL 0.0 Rep Stress ncr NO WB 0.59 Horz(CT) 0.05 11 n/a n/a
BCDL 5.0 Code IBC2018/TP12014 Matrix-R Weight:84 lb FT=0%F 30%E
LUMBER- BRACING-
'OP CHORD 2x4 DF No.1&Btr(ftat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 DF No.1&Btr(Oat) except end verticals
WEBS 2x4 OF SludlStd(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 16=0-5-0,11=0-4.8
Max Gray 16=829(LC I),11=1022(LC 1)
FORCES. (Ib)-Max Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=2600/0,3-4=-2600/0,4-5=-3219/0,5-6=-3219/0,6-7=3219/0,7-8=-2468/0,
8-9=-2468/0
BOT CHORD 15-16=0/1543,14-15=0/3139,13-144/3219,12-13=0/2998,11-12=0/1605
WEBS 5-14=274/107,2-16=-1706/0,2-15 1/1168,4-15=596/0,4-14=-178/426,9-11=1861/0
9-12=0/999,7-12=-615/0,7-13=78/506
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI TuI•
3)Recommend 2x6 strongbacks.on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3'i nails
Strong backs to be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard D
1)Dead+Floor Live(balanced) Lumber Increase=l 00,Plate Increase=1.00 O Pf30
Concentrated Loads(b)Vert 11-16=-8 1-10=80 / GI
� N4 %
Vert 9=250 �� _ ZZP I, 010NI0 ��,
p.
OS of W sly .11,
C.) A..) fir, Irk
Nit\ /" N ` • .Irv' 1.1
y 4j,OREGON rP 11,./
'9 6'4ISER \I' �� " ,49 O I
S �3,R.ec 9 aE° 44'
o A. HEp' P SSIONALs,16`-
EXPIRES:06/30/2023
December 16,2021
O WARNING Verify design parameters and REF. NOTE'.riN THIS AND INCLUDEL M TEk NEFENENCE PAGE MIl'A'3 rev'.919i2UZU BEFORE USE
Design valid for use only with MiTek®connecters.This design is based only upon parameters shown,and a 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
budding design Bracing indicated is to prevent buckling of individual truss web arrdier chord members only Additional temporary and permanent bracing I iTek
is always required for stability and to prevent collapse with possible personal injury and property damage F>general guidance regarding the
labrrabon storage delivery mention and bracing of trusses and truss systems.see ANSI/TM f Qualify Crierla,DSB-89 rid Be51 Building Component : MiTek USA Inc
Sahry Information avalable from Truss Plate Institute 2670 Crain Highway Sune 203 Watlad MD 20801 1 400 Sunrise Avenue Suite 270
R nKitne:A Oses1
Job Truss Truss Type Oty 'Ply I
R69090862
PL21-374_M-U16 F41 Floor 1 1
1. ,Job Reference i,cptionali
Pacific Lumber&Truss Co Lake Oswego,OR-97035 8 430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 16 09 38:28 2021 Page 1
ID:FRg K2t2AT2b5pA9C?Po RbtdyBlZt-31 wC 8aPxV swR4Zo3do9uN5FiU iLlvsO?welB N Dy80 s9
2-6-0 . , 1-3-0 1 7 12
1 ,
Scale=1 12 2
11.54 I I 21i 4= 21.54 II 4 304= 51 5x3
ila
t
e + e 1
1.54 II
9 e 7 0
344=
3.4= 344=
3-2-15 7 3.11-15 4-7-7 042
I
3-2-15 _ 6 0.7-8 ( 0-7-6 I
1- 1-1Q12
Plate Offsets(X,Y)— [4:0-1-8,Edge[,[8:O-1-8,Edgel
LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) Udell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0 02 8-9 >999 4-80 MT20 220/195
TCDL 10.0 Lumber DOL 1,00 BC 0 13 Vert(CT) -0 03 8-9 >999 360
BOLL 0.0 Rep Stress Inc( YES WB 0 12 Horz(CT) 0 00 6 n/a nla
BCDL 5.0 Code IBC2018fTPI2014 Matrix-R Weight 32 lb FT=0",F 30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&B1r(flat) TOP CHORD Structural wood sheathing directly app ied or 6-0-0 oc purlins,
BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals.
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 9=0-5-3,6=Mechanical
Max Gray 9=281(LC 1),6=281(LC 1)
FORCES. (lb)-Max.Comp./Max Ten -All forces 250(b;or less except when shown
TOP CHORD 2-3=344/0.3-4=34410
BOT CHORD 8-9=0/391 7-8411344.6-7=0/344
WEBS 2.9=-432/0 4-6=-41610
NOTES-
1)Unbalanced floor.ive loads have been considered forth s design
2)Refer to girder(si for truss to truss connections
3)This truss is designed n accordance with the 2018 International Bolding Code section 2306 1 and referenced standard ANSI/TPI 1
4)Recommend 2x6 strongbacks.on edge,spaced at 10-0-0 oc and fastened to each truss with 3.104(0 131"X 3')na s
Strongbacks to be attached to wa s at their outer ends or restrained by other means
I
?kc0 PROr
v I NEF /Dy 9
9<
:7' 2PE / oTON[o ��
Gc9�p4W s&
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'A F MCO8ER V1 s �0
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.4, cfs,,SS „AO
rONAL V,-
D(PIRES: 06/30/2023
December 162021
ligi
A WARNW-• Vent"eraser parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PASE MI 44'3 rev 57192020 BEFORE USE
Design valid for use only web MiTek®connectors.This design es based only upon parameters shown,and is for an indwiduai budding component,not
a truss system Before use the building designer must venly the applicability of design parameters and properly incorporate the design nto the overall
budding design Bracing indi aled is to prevent bucking al individual truss web andror chord members only Additional temporary and permanent be acing Welt
is always required for stability and to prevent collapse wnh possible personal inlay and property damage For general guidance regarding the
fabrication slorage delivery erection and tracing of'lasses and buss systems,see ANSIITpf1 Qaailty Criteria,DSB-8P and BCS1 Building Component Mark USA,Inc
Safety Information avaiable from Truss Plate Insldute,2670 Crain Highway,Suite 203 Waldorf MD 20601 400 Sunrise Avenue Sale 270
Rvstwne:A 05661
Job Truss Truss Type Qty Ply
, R69390863
PL21.374 M-U16 F42 FLOOR 1 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 16 09:38:30 2021 Pagel
ID FRgK2t2AT2b5pA9C?PaRbMyBlzf-?Q2y2GRB1TA9JsyRIDBMSWL_tWeiNeOINxMIS5y80s7
F 2$4 +-11 1-3-0 1 ( 11 S0 1 1I 1-2-6 i 11-1-14 .
Scale=1 39 2
54
3a1 II 1.5x3 I 4x5 t.5ac3 II Sod - 1.54 II 31N= 1.543 II 3a/= i.5x3 II 445= t,54 447 - 3e4 I 3i16
1 2 3 4 S 6 7 • 9 10 11 12 13 14 IS 66
M., rs-- N
e e Ij a -
•
27 26 25 24 23 22 21 20 19 16 /7
646- 346 I 3e6 •rob= 54 I 646 n 648 - 346 1 Se6 0 646 $46 t
2}0.12
21-64 21- 15
21-6-6 O- 91-4-13
Plate Offsets(X Y)- 11 Edge 0-1431,14 0-1-8,Edpet 1,2:0-1-8,Edgel..[19_0-3-0,Edge1 j25:0-3.Ot0.O.01 --
LOADING (psi) SPACING- 1-4-0 CSI. 1 °EFL. In (toe) 1./den Lid PLATES GRIP
TCLL 400 Plate Grip DOL 1.00 TC 0-44 I Vert(LL) -0.29 22-23 >879 480 MT20 220/195
TCDL 10 0 Lumber DOL 1.00 8C 0,55 ! Vert(CT) -0.40 22-23 >641 360
BCLL 0 0 Rep Stress Inc: YES WB 0 62 Horz(CT) 0.03 18 n/a n/a
BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight-1431b FT=0%F,30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No 1&B1r(flat) TOP CHORD Structure wood sheathing directly applied or 6-0-0 oc purlins
BOT CHORD 2x4 OF No.1&Blr(flat) except end verticals
WEBS 2x4 OF StudlStd(flet) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. ;size) 27=0-5-8,18=0-5-8
Max Gray 27=784(LC 3),18=892(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten -All forces 250(Ib)or less except when shown
TOP CHORD 2-3=2118/0,3-4=-2 1 1 810,4-5=-3030/0,5-6=3030/0.6-7=3563/0 7-8=-3563/0,
8-9=-3533/0,9-10=-3533/0 10-11=2945/0,11-12=-2945/0,12-13=1975/0,
13-14=-1975/0
BOT CHORD 26-27=0/1732,25-26=0/2118,24-25=0/2118,23-24=0/3364,22-23=0/3628,21-22=0/3306,
20-21=0/1975,19-2000/1975,18-19=0/1086
WEBS 3-26=-387/0,4-25=-587/0,12-20=636/0,13-19=28110,2-27=1890/0 2-26=0/941,
12-21=0/1222 10.21=-467/0,10-22=0/302,6-23=0/268,6-24=433/0 4-24=0/1160,
14-18=1395/0 14-19=0/1208
NOTES-
1.1 Unbalanced floor live loads have been considered for this design
21 Th s truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 1
31 Recommend 2x6 srongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131'X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means
4i CAUTION Do not erect truss backwards. PR
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EXPIRES:06/30/2023 December 16,2021
A WARRING Verily design pa 1ameters and READ NOTES ohl THi ANL,INCLUDED MITER REFERENCE PAGE MS 7473 rev 51192020 BEFORE USE
Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building coelponeet nol
a truss system Before use,the building designer must verify the applicability of desgn parameters and property incorporate this design into the overall
budding design Bracing indicated s to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi ek
is always required for slabaity and 10 prevent collapse with possible personal injury and properly damage.For general guidance regarding the
fabrication storage delivery electron and bracing of busses and truss syslens,see ANSI/:Plf Oualfty Cdterfa,OSa-as and BOSS Budding Component MiTek USA Inc
Safety Information available from Truss Plate Instrtute 2870 Crain Highway.Suite 203 Waldorf,MO 20801 400 Sunrise Avenue Suite 270
Roseville,CA 95861
Job Truss •TrussType Oly Ply
R69090864
PL21-374 M-U16 F43 Floor 2 1
r _ - _ _ - Job ReferencemIional) _
Pacdic,Lumber 8 Truss Co Lake Oswego.OR-97035. 8 430 s Aug 16 2021 MITek Industries,Inc Thu Dec 16 09.38:31 2021 Page 1
I D-F RgK2t2AT2b5pA9C"PoRbMyBlzf-UcbKnbRponl0x0XeJxrb?ItCmvN R6E G Scb8r_Yy80s6
0-9-8 I 2-6-0
t 154 I 2 3x4- 3 1 5x3
Scale=1 9 4
I)
l
Y
•
1 ir
- r
S 4
344_ 3x4
1d 3-6-8�1-A 3-5-C;
LOADING (psi) SPACING- 1-7-3 CSI. DEFL. in (loci Udefl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0 17 Vert(LL) 0.00 5 "" 480 MT20 220/195
TCDL 10.0 Lumber DOL 1.00 BC 0 07 Vert(CT) -0.01 4-5 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0 04 Horz(CT) 0.00 4 nla nla
BCDL 5.0 Code IBC2018/TP12014 Matrix-P Weight.18 lb FT=0%F.30%E
LUMBER- BRACING-
TOP CHORD 2x4 OF No 1&Blr(flat) TOP CHORD Structure wood sheathing directly applied or 3-6-8 oc purlins,
BOT CHORD 2x4 DF No 1&BIr(tlat) except end verticals.
WEBS 2x4 DF StudlStdtflat) BOT CHORD R gid ce ing directly applied or 10-0-0 oc bracing
REACTIONS. (size) 4=Mechanical,5=0-2-8
Max Gray 4=150(LC 1),5=150(LC 1)
FORCES. (lb)-Max.Comp.Max.Ten -All forces 250(b;or less except when shown
NOTES-
I)Refer to girder(s)for truss to truss connections.
2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5
3)This truss is des gned in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSIITPI 1
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d 0 131'X 3'l nails.
Slrongbacks to be attached to walls at their outer ends of restrained by other means
. ��NG1NEF /0
22P 0%o*wAs ,'� -
y 4j,OREGON 419 4
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'A 4M8 E R 1 O 44639 w�
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SiONAL F,T'
EXPIRES:06/30/2023
December 16,2021
--
A WARNINr. 'enly design parameters and REA't s'rTES-114 THIS ANC NCI[.CEO MITEK REFERENCE PAGE MII 7473 ray 5/192020'Lr ORI 1151- --
Design valid for use only was IWTek19 connectors.The design 4 based only upon parameters shown,and is tor an individual building component not
a truss system.Before use the building designer must verily the appocabty of design parameters and properly incorporate Mrs design into the ove raft
building design Bracing indicated s to prevent buckling of individual truss web and/or chord members only Additional temporary arid permanent braong MiTek
is always required for stability and to prevent,r,lapse with possible personal mWry and property damage Far general guidance regarding the
fabrication,storage,deivery erection and bracing of trusses and truss systems.see ANSIITPN Quality Colbert;D51349 aad BCSI Bulfdlrg Component MrTek USA,Inc
Safety Information avarable from Truss Prate Institute 2870 Crain Highway Stine 203 Waldorf MD 20801 400 Sunrise Avenue Suite 270
Rost'nit CA 08051
Jot b Truss TTruss Type Oty Ply I
R69090855 '
PL21 374_M U16 F44 Floor 2 1
i _ ,Job Reference(optional)
Pacific Lumber&Truss Co. Lake Oswego,OR-97035. 8.430 s Aug 16 2021 MiTek Industries.Inc. Thu Dec 16 091932 2021 Page 1
10FR9K2t2AT2b5pA9C'PoRbMy8IZf-yo9LxSSZ401YA6gseDgXIQKMJesrZ brFrPWy80s5
2-6-0 - r ?-6-11, 1-3-0 {.0-10.113 1-8-4
S:afe=1.10•.
3x4=
1.14 II 305= 1.5e3 '1 1 5x3 II Sal= 1.S4 t 310= 3101 I' 421=
1 2 3 4 5 0 7 $ • 10
,*i .
T
N 1e 14 13 11
3141= 34= 3e1= 1.5x3 II WO= 3o11= I.iloel
9-0-15
$}Z. ► 7 l A8•T n I t t +-_ 11.11.0 1
8-3-15 0-1te P7•e 6 la 1-114
0.T-8
Plate Offsets jX,Y1— 16:0-1-8,Edje1J110:0-1-8,EdpeL I15:0-1-8.Edpel
LOADING (psi) SPACING- 1-7-3 CSI. DEFL. in (tic) IJdefl Lid PLATES GRIP
TCLL 40 0 Plate Grip DOL 1,00 IC 0.37 Verl(LL) -0.12 15-16 >999 480 MT20 220/195
TCDL 100 Lumber DOL 1,00 BC 0.44 Vert(CT) -0.1615-16 >999 360
BCLL 0 0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.02 11 n/a n/a
BCDL 5.0 Code IBC2018/TP12014 Matrix-R Weight 85 lb FT=O%F 30%E
LUMBER- BRACING-
TOP CHORD 2x4 OF No.1&Btr(flat) TOP CHORD Structure wood sheath ng directly applied or 6-0-0 oc purlins
BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0• Q ign pOrct1
REACTIONS. (size) 11-Mechanical.17=0-2-8,12=058 �` IN G061
Max Uplift 11=-743(LC 3) �c' `G�GIIVEF9 /Qti
Max Gray 17=608(LC 3),12=1645(LC 1) -7.....
FORCES. (lb)-Max Conlp.'Max Ten All forces 250(lb)or less except when shown '- - 2PE
TOP CHORD 10-11=0/736,2-3=-1669.'0,3.4=-166910,4-5-1564/0.5-6-156410 6-7=1220/0,
7-8=1220/0,8-9=0/1148,9-10=0/1146
BOT CHORD 16-17=0/1080,15-16=0/1720,14-15=0/1564,13-14=071564 12-13�1288 N. A.
WEBS 5-15=32/287,2-17=-1194/0,2-16=0/651,4-15=-426/38 8-12=1583/0 8-13=0/1036, NVo 0 'Y
6-13=-620/0.10-12=-1359/0 y ,. O�REGON tl, k,
NOTES- '9O, FMBER 11' 1,�0
1)Unbalanced floor ive loads have been considered for this design QS At4P
2)Refer to girder(s)for truss to truss connections. A. FIE
3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 743 lb uplift at pint 11 EXPIRES.0C�Y130/2023
5)This truss is designed in accordance with the 2018.ntemat ona Budding Code section 2306 1 and referenced standard ANSI/TPI 1
6)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131'.X 3')nails
Strongbacks to be attached to walls at their outer ends or restrained by other means
7)CAUTION,Do not erect truss backwards.
G0% of 4/A 4/As/IA,
.
. 7
A a
AA w
49639
� ISTEW
s`s'ONALE�G
December 16,2021
1
AWARN:N. :ontydesgnparametersandREADNOTESONTH S ANC NC...C:ESMITEK REFERENCE PAGE MII747i ev NiA2ir•DO_Nr_
Design va id for use-.ty with Welt®connectors Thrs design a based only upon parameters shown.and is for an indmdual building cemponenl not
a Inns system Belo•e use.the bonding designer must venty the applicabi ily of design parameters and property r•:orporate this design into the overall
building design Bracing rdicated a to prevent buckling of individual truss web andlor mad members ue ly Additional lemporary and permanent bracing I B
is allays required for stabt ty and In prevent collapse wM possible personal injury and property damage.F.general guidance regarding the
tabncadon storage dehnery eIedIY and bracing of busses and truss systems see ANSUTPII Quulry Criteria,008-e9 and BC51 Building Companion M,Tek USA Inc.
Salary information available horn Truss Plain Institute 2670 Crain Highway Sune 203 Wadon,MD 20601 400 Sunrise Avenue.Suite 270
Penmen CA 956e1
Job Truss Truss Type Oty Ply
- R69090866
PL21-374 M-U16 F45 FLOOR GIRDER 1 1
Job Reference tional J
Pack/lc-Lumber 8 Truss Co, Lake Oswego,OR-97035. 8.430 s Aug 16 2021 MiTek Industries Inc Thu Dec 16 09 38-32 2021 Page 1
ID FRgK2t2AT2b5pA9C?PoRbMyBlzf-yo9LxSSZ4QtYA6gseDQXxQFWaord8brFrPWy8Qs5
I 1-2-12 ( l 0-8-0 l I 0-9-0 3x4i=
I 1$113 II 2 4x4= 3 1.5x3 II 4
Scale=1 9.4
i . i
1.5x3 I I 4e5=
S 7 Ili S
15x3II 1`i
I- 3-1 12 _- _
3-1-12—'
Plate Offsets(X.Y)- 12 0.1-8,Edpe].f4:0-i•8.Edpel
LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) i/dell L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.08 7 >473 480 MT20 220/195
TCDL 10.0 Lumber DOL 1,00 BC 0.70 Ver1(CT) -0 11 7 >343 360
BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT) -0.00 5 n/a n/a
BCDL 5.0 Code IBC2018ITPI2014 Matrix-R Weight:18 lb FT=0%F.30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF 2400F 2 0Elflatl TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purllns.
BOT CHORD 2x4 DF 2400F 2 0E(flatl except end verticals.
WEBS 2x4 DF Stud/Std(flatt BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 8=Mechanical,S.-Mechanical
Max Gray 8=367(LC 1) 5=314(LC 1)
FORCES. (Pb)-Max Comp./Max Ten -All forces 2501lb)or less except when shown
TOP CHORD 4-5=-360/0,2-3=281/0,3-4=281y0
WEBS 2-7=501/0,4-6=0/480,3-6=4270.2-6oO/514
NOTES-
1)Unbalanced floor live loads have been considered for this design
2)Refer to girder(s)for truss to truss connections.
3)This truss is designed in accordance with the 2018 Internal oral Buid ng Code section 2306 1 and referenced standard ANSIfTPI 1
4)Recommend 2x6 strongbacks on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131"X 3")nails
Strongbacks to be attached to walls at their outer ends or restrained by other means
5)Hanger(s)or other connection devices;shall be provided sufficient to support concentrated load(s)533 lb down at 1-6-4 on top
chord. The design/selection of such connection device(s)is the responsibility of others
6)In the LOAD CASE(S)section,toads app led to the face of the truss are noted as front(F)or back(B)
LOAD CASE(S) Standard EO PROFt-
1)Dead+Floor Live(balanced)-Lumber ncrease.1 00 Plate ncrease.-1 00 A\�� `iSs
Uniform Loads(pif) ICJ NG!NEd /p
Vert:5-8-5 t�t=-so Z.,. �C. 9 -7, ��ONIO fib
Concentrated Loads(lb)
Vert:2=sts(B) 8 22P o`' 4F wAs +Qi,
G �: .cr
•
OYY
w ca ply 1
N N �3
y �4j,OREGON cp 47 , ��
�C'O AMBER '' PLO Apr ,p�,49639� w4
3 A. HERS •�F cry ti
SalONAL Sy.
EXPIRES:06/30/2023
December 16 2021
A WARNING Verity de rrn rerameters and READ NOTES I'N TNI'.ANDINCLuDEn MITER REFERENCE PAGE MII.7473 ref 0192020 BEFORE LSE
Design valid for use only with MiTeke connectors This design is based only upon parameters shoran and is for an individual building component not11111
a truss system.Before use the buidirp designer must verity the apgbcabirty of design parameters and property incorporate this design into the overall
building design Bracing indicated is to prevent hucAiteg or individual truss web andlot chord members only.Additional temporary and permanent bracing M iTe k
6 always required for stability and to prevent collapse with possible personal myury and properly damage For general guidance regarding the
labricabon,storage.dekvery erection and bracing Of busses and Ness systems see ANSUTPII Quality Criteria,D58-SB and 13CSI Building Component Mraek USA Inc
Safetytnfarmadon avai able from Truss Plate institute 2870 Crain Highway Suite 203 Waldorf MD 20801 400 Sunrrse Avenue Surte 270
RowMr CA gS661
Job Truss Truss Type Qly Ply
R69090867
PL21-374_M•U16 F46 FLOOR GIRDER 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego.OR-97035. 8.430 5 Aug 162021 MYTek Industries,inc. Thu Dec 1609:38:33 2021 Page 1
ID:FRgK2t2AT2b5pA9C7PoRbMyBlzf-O7j5CHT4KOYttAKh0QMk3482VIjya67l3vby30y80 s4
1.242 I- 04-0 I 0-9-0 3x4=
1 1.54 II 2 3x4= 3 1 5x3 I I 4
-1 54
d
1.54 II 573=
8 7 6 S
1 5x3 1.54 II
3-1-12
3.1.12
Plate Offsets(X,Y)-- 12:0-1-8,Edgej,(4:0-1-8,Edge) _
LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in floc) Udell L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) -0.04 7 >864 480 MT20 220/195
TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.06 7 >621 360
BCLL 0 0 Rep Stress Inca- NO VV8 0.15 Horz(CT) -0.00 5 n/a n/a
BCDL 5.0 Code IBC2018/TP12014 Matrix-R Weight:18 lb FT=0e/uF 30%E
LUMBER. GRACING-
TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins
BOT CHORD 2x4 DF 2400F 2.0E(flat) except end verticals
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 8=Mechanical,5=Mechanical
Max Gray 8=216(LC 1).5=191(LC 1)
FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown
WEBS 2-7=-273/0 4-6=0/274 3-6=-251/0,2-6=0/294
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s)for truss to truss connections
3)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131•X 3")na Is.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated loads;259 lb down at 1-6-4 on top
chord The design/selection of such connection device(s)is the responsibility of others.
6)In the LOAD CASE(S)section loads applied to the face of the truss are noted as front(F:or back ISI
LOAD CASE(S) Standard
1)Dead+Floor Uniform Ladd Liv(p�SaI,(balanced) Lumber Increase=1 00,Plate Increase=1 00 `�oVC. E�tss/O
Veil
4=-50
Concentrated Loads(Ib) c. T
Veil 2=-241(F) Q� 2PE r �'VONIO .
GoS�woF.,---
J
116,
),OREGON ti
9C�OSMaER �N�P�� A�o� R�'G 9s 39 44
A. HEa `
SS/ONALEN43
EXPIRES:06/30/2023
December 16,2021
O WARNING Verity design parameters and READ MOTE 14ITEh REFERENCE PAr:E Hui 74'i rev ts19.Lc w i All
Design vakd for use may with MiTek®connectors.This designs based only upon parameters shown,and rs for an Individual budding component.not
a truss system Before use.the building designer must verily the appigblity or design parameters and properly incorporate the design into the overall
Dianna deSign Braung indicated LS to prevent buckling of individual truss web andior chord members only Additional temporary and permanent bracing MI ek
S ahways required for stability and to prevent collapse win possible personal injury and properly damage Far general guidance regarding the
fabrication storage dekvery erection arid bracing of cusses and truss systems,see AMSU7P11 Ouenty Criteria,DS8-$9 end SCSI Building Component MiTek USA.Inc
Solely lefmntatlon available hem Truss Plate nsbtote 2670 Crain Higrnvay.Suite 203 Waldorf MO 20601 400 Sunrise Avenue Suite 270
Roseville,CA 95661
Job Truss Truss Type Cry Ply
R69390868
PL21 374_M-U16 F47 F oor 1 1
Job Reference(optional) I
Pacific Lumber 8 Truss Co. Lake Oswego,OR 97035 8 430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 16 09'3834 2021 Page 1
ID FRgK212AT2b5pA9C7PoRbMyBlzf-uBHTPdUi5igboUFD_3FIcMVew7KkJWGuIZkAbsy80s3
2-6-0 r 0-8-2 i 1-3-0 0-8-6 - 2-0-0 1-3-4
Scale 1/2'
1.54 II 3.14= 1.54 II 344= 1.114 II 1.5x3 II axe 3,04 II 3*4=
1 2 3 4 S 6 6 9
- •
• a
15 14 13 12 to
364= 343= 3.4= 40= 3x9= 1.5x3II
12-9-0 _ 12119.8 143-4
12-9-0 0 1-8 1--4.12
Plate Offsets(X,Y)— j9:0-1-8 Ect eI j12:0-1-8 Edde]0i13:0-1-8,Edjej -
LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) tlde0 L/d PLATES GRIP
TCLL 40 0 Plate Grip DO1 1.00 TC 0.50 I Vert(LL) -0 10 13-14 >999 480 MT20 220/195
TCDL 10 0 Lumber DOL 1.00 BC 0.41 Verl(CT) -0 14 13-14 >999 360
BCLL 0.0 Rep Stress lncr YES WB 0.35 Horz)CT) 002 11 n/a n/a
BCDL 5.0 Code IBC2018/TP12014 Matrix-R Weight 69 lb FT=0%F,30%E
LUMBER- BRACING-
TOP CHORD 2x4 OF No 1&B1.0,flali TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins,
BOT CHORD 2x4 OF No 1&Btr(flal l except end verticals
WEBS 2x4 OF StudlStd(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (size) 15=Mechanical,11=0-5-8
Max Gras 15=555(LC 3i 11=694(LC 1)
FORCES. (Ib)-Max Comp/Max Ten -All forces 250(Ib)or less except when shown
TOP CHORD 2-3-1447/0.3-4=-144710,4-5=-1151/0,5-6=1151/0.6-7=1151/0
DOT CHORD 14-15=0/970.13-14=0.1384 12 13=0/1151.11 12=0/821
WEBS 5-13=0/341 6-12=-458/0 2 15-1072/0.2-14=0/528 4-13--50210,7.11=-954/0,
7-12=0/687
NOTES-
1)Unbalanced floor live loads have been considered for this design
2)Refer to girder(s)for truss to truss connections
3)This truss is designed in accordance with the 2018 International Buid ng Code section 2306 1 and referenced standard ANSIITPI 1
4)Recommend 2x6 strongbacks on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d;0 131'X 3'I nails
Strong backs t0 be attached to walls at their outer ends or restrained by other means
5)CAUTION.Do not erect truss backwards
CEO PRQFF
���� LNG I NEF9 S/��
9 oT0NIO 4
22PE 05 0v r4,1?"1
G w
N ,C1f 1
9 �%j,OREGON rj� Olvti
1
'AO os A3
EHER0P\ 4o4v4e071 2 k
SsioNAL ECG
EXPIRES: 06/30/2023
December 16,2021
A WARPCr ry design porametors orrd READ NOTES ON THIS AND INCIAJ>ED MITER REFERENCE PAGE M t J tl 7473 rev 5/10f2020?EFCHSr
Design valid for use only with MiTek®connectors This design A based only upon parameters shown,ands for an'individual building comp:Mem,net �.
NG or
a truss system Before use the budding designer must verify the applcabady or design parameters and property incorporate bra design into the overall
building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Addrbonal temporary and permanent bracing
a always required for slabdiy and to prevent collapse win possible personal injury and propen-y damage For general guidance regarding the
labricatron,storage dewery erection and bracing of trusses and buss systems.see ANSI/TPtr Qualify Criteria,OSa-de and aC5i Burkying Component MiTek USA.Inc.
Safety information avaiabte hom Truss Plate institute 2670 Cram lighway Suite 203 Waldorf MD 20001 400 Sunrise Avenue,Sale 270
Roseville.CA 95665
Job Truss Truss Type Qly Ply
R69090869
PL21-374_M-U16 F48 FLOOR GIRDER 1 1
Job Reference(optional)_
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 16 09:38:37 2021 Pagn 1
ID:FRgK212AT2b5pA9C?PoRbMyBlzf-I m zc if WaOd3AIx_nfBp?E_78RKtGWkkK_XZAC By8Qs0
1 1-0-0 11-0-00�c_i-11 �p-8-110t 1� ,_1.3-0_98141 1-0-0 1-0-0 I 1_L-1 14
Scale 1 39.2
3x4
3x4 II 5x6= 5x5= 6x8= 3x4 — 3x4 — 3x4 — 3x6 FP 3x4 3x4 5x5 5x5 4x6 3x4 I 3x6—
1 2 3 4 5 6 7 8 9 44 10 11 12 1314 15 16 17 18 19 20 21 22 23 24 25
s s e e .4"; I_ , e a 2,
43 42 41 4039 38 37 36 35 34 33 32 31 30 29 28 27 26
6x6- 6x8 - 3x6 II 3x10 MT2OHS FP 54 't sxe I 5.6 I 5x6 5x6 3x6 II 3x8 II 6x6= 3x6 I
3x6 I I 3x6 FP- 7x10= 6x8=
8x10 =
23-0-12
21-6-6 21-1 15
21-6-6 01-9 1-4-13
Plate Offsets(X.V)- 11 Edpa 0-1-8],I4:0-1-B,Edge],j5:0-1-8,Edye1120:0-1-84EdoeI21:0-1-8LEttle1129:O-3-0,.0-0-0j j40:0-3-0,0-0-00
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (lot) lydefl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 054 Vert(LL) -0.35 35 >732 480 MT20 220/195
TCDL 10.0 Lumber DOL 100 BC 062 Vert(CT) -0.48 35-36 >530 360 MT2OHS 165/146
BOLL 0.0 Rep Stress Inc( NO VIP 0 88 Horz(CT) 0.04 27 n/a n/a
BCDL 5.0 Code IBC2018/TPI2014 Matrix-R 1Weight:155Ib FT=0%F,3096E
•
LUMBER- BRACING-
TOP CHORD 2x4 DF No 1&Btr(flat) TOP CHORD Structural wood sheathing drectly applied or 5-8-7 oc purlins
BOT CHORD 2x4 DF 2400F 2.OE(flat) except end verticals.
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0• ;gniO�C
REACTIONS. Max Gray 43=1064(LC 3),2 7 1049(LC 1; tic? 0NG'I NEFc,9 s"A
FORCES. b1 250(1131 or less except when shown '<" V
TOP CHORD 2-3=1805/0,3-4=1805/0'4-forces06 0,S-6=-4107/0.6-7=-4 07!8=-4859P0, f 4 2PE '
8-9=-4859/0,9-10=-5240/0,10-11=5240/0,11-12=-5072/0 12-14=5072/0.
14-15=-4713/0,15-16=-471310.16-17=-4142/0,17-18=-4142/0.18-19=-3427/0.
19-20=-3427/0,20-21=-2505/0,21-22-1588/0,22-23-1588/0
80T CHORD 42-43=0/983,41-42=0/3089,40-41=0/3089.38.40=0/3089 37-38 0/4572,36-37=0/5163. N� ry;� N
35-36=0/5185,34-35=0/4931,33-34=0/4464,31-33=0/3809 30-31=0/2505,29-30�/2505, 9 4).,OREGON rp kr
28-29=0/2505.27-28=0/870 9 1, Q
WEBS 4-41=0/1134,5-40=1199/0,20-30=-990/0.21-29=0/1180 2-43=-1403/0,2-42=0/1209, 0 M8ER 1
20-31=0/1468,18.31=-633/0,18-33=0/557, 16-33=539/0 16-34=0/421,14-34=-369/0,
9-37=-509/0,7-37=0/481,23-27=1216/0,23-28=0/1062 21-28=-1767/0,4-42=-1937/0, OS A. HEik
7-38=-769/0,5-38=0/1728
EXPIRES: 06/30/2023
NOTES-
1)Unbalanced floor live loads have been considered for this design
2)All plates ate MT20 plates unless otherwise indicated
3)All plates are 1.5x3 MT20 unless otherwise indicated.
4)This truss is designed in accordance with the 2018 Intemationa.Building Code section 2306.1 and referenced standard ANSI/TPI 1
5)Recommend 2x6 strongbacks,on edge.spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3"i nails. tsvi5 •[ONIO
Strongbacks to be attached to walls at their outer ends or restrained by other means. y,�
6)CAUTION.Do not erect truss backwards GO O� 1/4,
7)Hanger(s)or other connection device(s)shall be provided suffic ent to support concentrated load(s)184 b down at 6-8-2 and 307 - /'���0; -'.
lb down at 8 7 10 on top chord The design/selection of such connection device(s)is the responsibility of others _ '
81 In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B) x N
9,
LOAD CASE(S) Standard ;'I
1)Dead+Floor Live(balanced):Lumber Increase=1 00 Plate Increase=1 00 A15 4%39 �1
Uniform Loads(plf) O,A 4 c'Q!STE?'
Vert 26-43=-7,1-25=-67
Concentrated Loads(Ib) �SSIONALO
Vert 7-158(B)44=-281(B)
December 16,2021
A,WARNIN.. .,eny design parametez min READ st.TE?CN THI3 AND INC.-L'ELi MITER REFERENCE PAGE M 17l>>ev 1192020 BEFORE USE
Design valid for use only wxh l4Tekit connectors.This design is based only upon parameters shown.and is for an individual building component.not
a truss system.Below use.the budding designer must verity the applicability of design parameters and property incorporate this design into the overall
budding design Bracing indicated 4 to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing
is always required for stability and 10 preeenl rallapse with possible pers.-al injury and properly damage.For general guidance regarding the ) e
fabrication storage deteery,erection and banng it trusses and truss systems,see ANSVTPff Quality Criteria,05849 and SCSI Sanding Component MTek USA Inc
Surety Information avadable hors Truss Plate Insrdule,2670 Crain Higrnway Suite 203 Waldorf,MI)20801 490 Sunrise Avenue Suite 270
Rosevele,CA 95661
Job Truss Truss Type thy —Ply `,
R69090870
PL21374_M-U16 F49 Floor 1 1
Job Reference toptional)
Pacdic.Lumber a Truss Co.. Lake Oswego,OR 97035 8 430 s Aug 16 2021 MiTek Industries.Inc Thu Dec 16 09 3638 2021 Page 1
ID FRgK2t2AT2b5pA9C?PoRbMyBlzf-myX_F?XC9wB1G5Z_DvKEnCg0ukk2FJ)UDBljkey8Os?
I 2-6-0 —r- --1_100.7�1 1.3-0 r__0- 0-13 - 1.8-4
Scale:112"=1'
1.5x3 II 34= 1.54 II 1.5e3 I 1n0 1.54 II
1 2 3 e 5 6 7 •
•
• •
•
14 13 12 11
52-15
4-5.15 41717 15-10.7 12 1 12 1 14-1-0 l
4 5-It 0.141-7-8 Q-7-0 53-5 - 1-11-4
Plate OffsetsrX Y- 40-1-8,Edge) (13:0-1-8,Edje1
LOADING (psf) SPACING- 1.7-3 CSI. DEFL. in i;loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1 00 TC 0 24 Vert(LL) -0 03 13-14 >999 480 MT20 220/195
TCDL 10.0 Lumber DOL 1 00 BC 0.20 Vert(CT'r. -0 06 13-14 >999 360
BCLL 0.0 Rep Stress Inc( YES WB 0 38 Horz(CT) 0 01 10 n/a n/a
BCDL 5.0 Code IBC2018/TP12014 Matrix-R Weight:67 lb FT=0%F,30%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No 1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins,
BOT CHORD 2x4 DF No.l&Btr(flal) except end verticals.
WEBS 2x4 DF Stud/Std{flail BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except
6-0-0 oc bracing 9-10
REACTIONS. (size) 10=0-5-8.14=Mechancca 9=0-2-0
Max Uplift 9=-415(LC 3)
Max Gras 10=11211LC 1),14=463(LC 3)
FORCES. (lb)-Max.Comp Max Ten.-All forces 250(lb)or less except when shown
TOP CHORD 2.3=-100210.3-4-1 00 210,4-5=-94410.5-6=-94410 6-7=0/632
BOT CHORD 13-14=01772,12-13=011002,1 1-1 2=011 002,10-114.)1403.9-10=-63210
WEBS 7-10=-60910,2.14=-85310,2-13=0/324.6-10=114010,6-11=0/603 7-9=0/752
NOTES.
1)Unbalanced floor live loads have been considered for this design
2)Refer to girder(s)for truss to truss connections
3)Provide mechanical connection(by others)of truss to bearing plate at pint(s)9
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 415 b uplift at joint 9
5)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSIITPI 1
6)Recommend 2x6 strongbacks on edge.spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131"X 3")nails.
Slrongbacks to be attached to walls at their outer ends or restrained by other means n
7)CAUTION,Do not erect truss backwards. E° PROF
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utoNAL
EXPIRES:06/30/2023
December 16,2021
0 WARM.,. vech design Paiorneters aril READ NOTES CO THI':AND r.p LLirFr MITEK RE°ERENCE PAGE MII 1d'1 rev 5)192020 BEFORE LSE MI
Design valid for use only with MiTek®connectors The:design a based only upon parameters shown,and is for an individual building component not
a truss system Before use the budding de-signer must verify the applimb tly of design parameters and properly incorporate tie design into the overall
budding design Bracing indicated is is prevent bucking of individual truss web andlor chord members only Additional temporary and permanent bfaorg MiTek
6 always required for stabdny and to prevent collapse with possible personal injury and property damage For general guidance regarding the
iabricabon,storage,delivery erection and bracing of busses and truss systems See ANSI/7 11 Quality Criteria,DSB49 and BCSI Budding component MiTek USA.Inc
Sufelylnformation available from Truss Plate Institute 2870 Cram Highway Suite 203 Waldorf.MD 20601 400 Sunrise Avenue Sate 270
Rosbede.CA 11661
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