Report (3) • �� i��a�.�tie �U���y
MffekT'
MITek USA, Inc.
MiTek USA,Inc.
400 Sunrise Avenue,Suite 270
Roseville,CA 95661
Telephone 916-755-3571
Re: 23929
POLYGON-T MORRISON RT-A4 DUPLEX
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: R72144154 thru R72144156
My license renewal date for the state of Oregon is December 31,2023.
D PROF S
SNAG)N� � c9
'9
` 89200PE
OREGON (z
LIQ Y 14
RR14�-
August 16,2022
Baxter,David
IMPORTANT NOTE:The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s)identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were
given to MiTek or TRENCO. Any project specific information included is for MiTek's or
TRENCO's customers file reference purpose only,and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability of the design parameters or the designs for any particular building. Before use,
the building designer should verify applicability of design parameters and properly
incorporate these designs into the overall building design per ANSUTPI 1,Chapter 2.
Job runs Truss—Type Qty Ply POLYGON-T MORRISON RT-A4 DUPLEX
23929 F01 GABLE 1 1
Job Reference(optional) 872144156
Pacific Lumber 8 Truss Co.,Beaverton,OR 97005 8.610 s May 25 2022 MiTek Industries,Inc.Tue Aug 16 14:03:18 2022 Page 1
ID:EdLzuNYaZzwkL74LDTJjMDy80gH-?4?hRgHKTw31HF?7dnIHITaHs_x?vfHa67XwD3ynDjd
n1-0-P 5-6-8 11-1-11 16-8-13 23-1-0
-0- 5-7-3 5-7-3 6-4-3
REPAIR:PLATE NOTCHED AT SPLICE JOINT 6 AS SHOWN,
APPLY 2 X 6 X 4'-6"DF No.2 SCAB TO ONE FACE OF TRUSS 1.1/2"BELOW TOP CHORD. Scale=1:70.2
ATTACH WITH(0.131"X 3")NAILS PER THE FOLLOWING:2 x 4'S-1 ROW SPACED 8
@ 6"O.C.AND USE 2"MEMBER END DISTANCE WITH A CLUSTER OF(2)(0.131"X 3") 8x10 i
NAILS INTO EACH INTERSECTING WEB MEMBER.
DO NOT NOTCH 2X4 SCABS. 53
o>
NOTE:DESIGN ASSUMES SHEATHING
NOTCH
3� N
TO ONE FACE. 2' 7
9
3x4 i 6 10
6.00 12 3x4 i 11 3x4 I
5 12 4x6=
13 ,o
3x6
14 8x9 i
15
3x4 11 4 16
4x4 i 17
3 18 3x6 i 6.00 F12
19
1 2 m 20
N
25 24 2322 21 3x4
3x8 11
5-6-8 11-1-11 16-8-13 23-1-0
5-6-8 ' 5-7-3 5-7-3 6-4-3
Plate Offsets(X,Y)-- [2:0-6-0,0-0-2],[8:0-2-12,Edge],[9:0-3-0,0-1-14],[36:0-1-9,0-0-121,[38:0-1-9 0-0-121 [41:0-1-9,0-0-121,[43:0-1-90-0-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.00 1 n/r 120 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.14 Vert(CT) -0.00 1 n/r 120
TCLL 7.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.01 9 n/a n/a
BCLL 0.0 Code IBC2018/TP12014 Matrix-MS Weight:151 Ib FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 DF No.1&Btr"Except* end verticals.
4-22:2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 DF Stud/Std*Except*
8-9:2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std*Except*
8-9:2X6 DF SS G
SLIDER Left 2x6 DF SS-G-2-6-0
REACTIONS. All bearings 22-7-8.
(lb)- Max Horz 2=334(LC 14)
Max Uplift All uplift 100 Ib or less at joint(s)22,9,20,24 except 21=-122(LC 14),
17=-130(LC 14),13=-172(LC 14),25=-223(LC 14)
Max Grav All reactions 250 Ib or less at joint(s)2,22,10,11,12,14,15,16,18,
19,20,23,24,25,2 except 21=321(LC 21),9=298(LC 21),17=392(LC 1),
13=601(LC 21)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-4=-288/149
BOT CHORD 4-21=-347/188
WEBS 5-17=-348/149,7-13=-558/196 PROF�c
NOTES-
1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 22-8-8 zone;cantilever left and right 9
exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 8g200PE
grip DOL=1.60
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. /
3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 G
4)Unbalanced snow loads have been considered for this design. OREGON (vQ
5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times Flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads. '� 1
6)All plates are 1.5x4 MT20 unless otherwise indicated. G/� 14,
7)Gable requires continuous bottom chord bearing. p
8)Gable studs spaced at 1-4-0 oc. c�r"-r1 R I l 1
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. RENEWAL DATE: 12-31-2023
11)A plate rating reduction of 20%has been applied for the green lumber members. August 16,2022
12)Bearing arttjjoint(s)21 considers parallel to grain value using ANS11TPI 1 angle to grain formula. Building designer should verify
Con(jQu�{.ITIVII'fti die /i .<in urra,.te s ar e FiF tall r!()I FS i)n THiS ANU IrICI 1,iDF.J Ml'FK ftE{F:Rt fvL•.PAGE MII 7 7 i r,:v. J,'���;BEG UIth lli.- __
ADesign valid for use only with MiTek®connectors.This design is based only upon parameters shown and is for an individual building component not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall wt
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing S ; �i.
Il
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc.
Safefyintormation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270
Roseville CA 95661
Ob TrUSsrUSS ype Qty Ply POLYGON-T MORRISON RT-A4 DUPLEX
872144156
23929 F01 GABLE 1 1
Job Reference(optional)
Pacific Lumber 8 Truss Co.,Beaverton,OR 97005 8.610 s May 25 2022 MiTek Industries,Inc.Tue Aug 16 14:03:19 2022 Page 2
NOTES-
ID:EdLzuNYaZzwkL74LDTJjMDy80g H-UHZ3e0IzEEBcvPaJBVp W Hh7SbOHEe6XkKnGTIVynDjc
13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)22,9,20,24 except(jt=1b)21=122,17=130,13=172,
25=223.
14)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)9,17,13,10,11,12,14,15,16,18,19,20.
15)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSVTPI 1.
A INARNING-Verif/ie fin p'��ra rit.u.rs and HI AD NOIES ON 1HIS AND IN< UDFD fel`t K HE I FRt NCE PAGF N111-747'±ruv.5 1.1,2,NEf OfO'UL'i-..
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi'1"�,1+"
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1 R
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270
Roseville CA 95661
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Job Truss Truss Type Qty Ply rLYGON-T MORRISON RT-A4 DUPLEX872144154
23929 A01 COMMON SUPPORTED GAB 1 1
Reference o tional
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s Jul 18 2022 MiTek Industries,Inc. Tue Aug 16 11:06:20 2022 Page 1
ID:Ed LzuNYaZzwkL74LDTJjM Dy8OgH-2kJip9OvezJFOPntxTgKl WclpSdG67kxs?L3rpynl4l
F11 6-0 23-0-0 45-7-8
1 6 0' 23-0-0 22-7-8
REPAIR:PLATE NOTCHED AT SPLICE JOINT 10 AS SHOWN.
APPLY 2 X 6 X 11'DF No.2 SCAB TO ONE FACE OF TRUSS 1-1/2"BELOW TOP CHORD. Scale=1:78.4
ATTACH WITH(0.131"X 3")NAILS PER THE FOLLOWING:2 x 4'S-1 ROW SPACED
@ 6"O.C.AND USE 2"MEMBER END DISTANCE WITH A CLUSTER OF(2)(0.131"X 3")
NAILS INTO EACH INTERSECTING VERTICAL WEB MEMBER. 18 19 5x6=
DO NOT NOTCH 2X6 SCABS. 20
fi.00 F12 21
17
NOTE:DESIGN ASSUMES SHEATHING NOTCH i6 22
TO ONE FACE. LOCATION 14 23
13 70
9 2471
3x6 25
12 3x6
26
10
11 27
�2
yx 28
8 29
7 30
6 31
5 32
4 33
3 72 35
36
0 2 -
1 W ]b
0 0
4x8= 69 68 67 66 65 64 63 62 61 60 59 58 56 55 54 53 52 51 50 48 47 46 45 44 43 42 41 40 39 38 37
57 49 8x8=
3x6= 3x6=
45-7-8
45-7-8
Plate Offsets(X,Y}- [2:0-0-0,0-0-41,[36:0-1-3,Edge],[49:0-2-8,0-1-8],[57:0-2-8,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) 0.00 1 n/r 120 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.41 Vert(CT) -0.00 1 n/r 120
TCLL 7.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.05 52 n/a n/a
BCLL 0.0 Code IBC2018/TP12014 Matrix-S Weight:393 Ib FT=20
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins.
BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 3-7-7 oc bracing.
OTHERS 2x4 DF Stud/Std WEBS 1 Row at midpt 19-53,18-54,17-55,16-56,15-58,14-59,
WEDGE 20-52,21-51,22-50,23-48,24-47
Right:2x6 DF 180OF 2.1E
REACTIONS. All bearings 45-7-8.
(lb)- Max Horz 2=175(LC 57)
Max Uplift All uplift 100 Ib or less at joint(s)54,55,56,58,59,60,61,62,63,
64,65,66,67,68,69,51,50,48,47,46,45,44,43,42,41,40,39,38
except 2=-1785(LC 40),37=-314(LC 50),36=-1974(LC 43)
Max Grav All reactions 250 Ib or less at joint(s)53,54,55,56,58,59,60,61,
62,63,64,65,66,67,68,69,52,51,50,48,47,46,45,44,43,42,41,
40,39,38 except 2=1835(LC 47),37=378(LC 67),36=2066(LC 58)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-4066/3911,3-4=-3501/3399,4-5=-3257/3172,5-6=-3010/2960,6-7=-2765/2749,
7-8=-2525/2539,8-9=-2284/2329,9-10=-2046/2118,10-12=-1814/1908,
12-13=-1598/1698,13-14=-1383/1487,14-15=-1168/1289,15-16=-954/1091,
16-17=-739/894,17-18=-526/701,18-19=-284/487,19-20=-317/520,20-21=-561/736,
21-22=-774/929,22-23=-989/1126,23-24=-1203/1325,24-25=-1418/1522, c 0 PROP��
25-26=-1633/1720,26-28=-1847/1918,28-29=-2062/2116,29-30=-2277/2314, �QiG +
30-31=-2495/2512,31-32=-2735/2719,32-33=-2980/2936,33-34=-3226/3160, CO� �NGINJEFP- �
34-35=-3472/3392,35-36=-4100/3985
BOT CHORD 2-69=-3435/3595,68-69=-3030/3145,67-68=-2810/2932,66-67=-2630/2745, �4
65-66=-2430/2545,64-65=-2230/2345,63-64=-2030/2145,62-63=-1830/1945, Q 8920OPE
61-62=-1630/1745,60-61=-1430/1545,59-60=-1230/1345,58-59=-1030/1145,
56-58=-830/945,55-56=-630/745,54-55=-430/545,53-54=-230/345,52-53=-261/377,
51-52=1161/577,50-51=-661/777,48-50=-861/977,47-48=-1061/1177,46-47=-1261/1377,
45-46=-1461/1577,44-45=-1661/1777,43-44=-1861/1977,42-43=-2061/2177,
41-42=-2261/2377,40-41=-246112577,39-40=-2661/2777,38-39=-2841/2977, OREGON Q'
37-38=-3061/3177,36-37=-3416/3570
WEBS 35-37=-324/393 y 14 23
NOTES- 114 []R,�l
1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.Il;Exp B;Enclosed; R
MWFRS(envelope)gable end zone and C-C Corner(3E)-1-6-0 to 3-0-0,Exterior(2N)3-0-0 to 23-0-0,Corner(31R)23-0-0 to 27-6-12,
Exterior(2N)27-6-12 to 45-7-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 RENEWAL DATE: 12-31-2023
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry August 16,2022
Gable End Details as applicable,or consult ctualified buildinq designer as per ANSI/TPI 1.
A YARNING-VunPi t-;gn READ NOTFS ON HIS AND INO UDED Irl'FK ItEf-E RMCF PAGf-:Mil/473 nsv.Y19120AIBEF t, USF
.. �
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown and is for an individual building component,not
a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSLITP11 quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270
Roseville CA 95661
Job Truss Truss Type Oty Ply POLYGON-T MORRISON RT-A4 DUPLEX
R72144154
23929 A01 COMMON SUPPORTED GAB 1 1
Job Reference(optional)
Pacific Lumber S Truss Co., Lake Oswego,OR-97035, 8.610 s Jul 18 2022 MiTek Industries,Inc. Tue Aug 16 11:06:21 2022 Page 2
ID:EdLzuNYaZzwkL74LDTJjMDy8OgH-Wxt41 VOXPGR6eZM3VABZlk9TZrcVra_45f5cOFyn 140
NOTES-
3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
6)All plates are 3x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 1-4-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and
any other members.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)54,55,56,58,59,60,61,62,63,64,65,66,67,68,69,
51,50,48,47,46,45,44,43,42,41,40,39,38 except Ot=lb)2=1785,37=314,36=1974.
12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
13)This truss has been designed for a total drag load of 150 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0
to 45-7-8 for 150.0 plf.
A WARNING-VcrrtJ 1';:9n par;r.tr;rs dr,d READ N01iFS ON';NISAND 01CII IIIFD Ml iFK RF I=FRFNGC PAGE=MII-7471 rev. 1)lei?J lit-.1 OFF it,F.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing !11i7�1.Il"
is a"s required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MY� 1
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270
Roseville CA 95661
Job Truss Truss Type Qty Ply POLYGON-T MORRISON RT-A4 DUPLEX
872144155
23329 C01 COMMON SUPPORTED GAB 1 1
Job Reference(optional)
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s Jul 18 2022 MiTek Industries,Inc. Tue Aug 16 11:06:23 2022 Page 1
ID:EdLzuNYaZzwkL74LDTJjMDy8OgH-SJ?gRA2nxuhgttW ScbDt N9EnJfd RJHRNYzajS8yn14_
1 6-0 5-1-12 10-M 14-10-4 20-0 24-0-8 25-6-8 Scale=1:51.3
1-6A 5-1-12 4-10-4 4-10-4 5-1-12 4-0
4x4— REPAIR FOR 1-1/2"DEEP X 3-1/2"WIDE NOTCHE IN TOP CHORD ABOVE JOINT 8 AS SHOWN.
APPLY 2 X 4 X 4'DF NOA&BTR SCAB TO ONE FACE OF TRUSS CENTERED
ON NOTCH AS SHOWN.ATTACH WITH(0.131-X 3")NAILS 2 ROWS SPACED
4 @ 2"0'C.USE 2"MEMBER END DISTANCE.
DO NOT NOTCH SCAB MEMBER.
6.00 F12
4x4 i 4x4 1
5
18 3 19
3x4 I1 17 1.5x4 II
2 6
1.5x4 11
7 1.5x4 11
1
8
20
9
n
10]e
6
16 15 14 13 12 11 3x4=
6x6= 3x8= 3x4= 1.5x4 II
6x6= 1.5x4 11
20-0-0 24-0-8
20-0-0 4-0-8-�
Plate Offsets(X Y)-- [9:0-2-0 Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) 0.01 10 n/r 120 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(CT) 0.00 10 n/r 120
TCDL 7.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.01 9 n/a n/a
BCLL 0.0 * Code IBC2018/TPI2014 Matrix-S Weight:128 Ib FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x4 DF No.t&Btr TOP CHORD Structural wood sheathing directly applied or 5-1011 oc purlins,
BOT CHORD 2x4 DF No.1&Btr except end verticals.
WEBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing.
6-13:2X6 DF SS G WEBS 1 Row at midpt 3-16
OTHERS 2x4 DF Stud/Std
REACTIONS. All bearings 24-0-8.
(lb)- Max Horz 16=-123(LC 45)
Max Uplift All uplift 100 Ib or less at joint(s)15,11 except 16=-1075(LC 48),12=-548(LC 5),13=-709(LC 51),
9=-635(LC 51)
Max Grav All reactions 250 Ib or less at joint(s)11 except 16=1196(LC 33),15=934(LC 1),13=1281(LC 34),
9=657(LC 60)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-16=-276/189,2-3=-880/897,311=-788/836,4-5=-945/994,5-6=-654/681,
6-7=-718/716,7-8=-956/950,8-9=-1325/1290
BOT CHORD 15-16=-1113/1202,13-15=-1314/1390,12-13=-645/731,11-12=-845/931,
9-11=-113911237
WEBS 4-15=-346/109,6-13=-337/200,3-15=-639/618,3-16=-1473/1500,5-15=-548/483,
5-13=-1143/1126
NOTES- P RQF��+
1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Enclosed; CO�S•t�GI(V��� s/O
MWFRS(envelope)gable end zone and C-C Corner(3E)-1-6-0 to 1-6-0,Exterior(2N)1-6-0 to 10-0-0,Corner(3R)10-0-0 to 13-0-0, v r�
Exterior(2N)13-0-0 to 25-6-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 4✓ 9
&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4 8920OPE
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times Flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads. ,f
6)Gable requires continuous bottom chord bearing. 14 t rLQ
7)Gable studs spaced at 1-4-0 oc. rQ+
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �c^>t R"�
9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10)A plate rating reduction of 20%has been applied for the green lumber members.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)15,11 except RENEWAL DATE: 12-31-2023
Qt=1b)16=1075,12=548,13=709,9=635. August 1 6,2022
®PJARNING-Ver fd-,911 en Rf Ati NOTFIS ON THIS AND INCLUDED MIT' K RF t ERE NGF PAGE MII-7473 rev 1)1720 HFi URE USS
Iipara r �
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek*
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TP11 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270
Roseville CA 95661
Job • Truss Truss Type �ty Ply POLYGON-T MORRISON RT-A4 DUPLEX
872144155
23929 C01 COMMON SUPPORTED GAB 1
Job Reference o tional
Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.610 s Jul 18 2022 MiTek Industries,Inc. Tue Aug 16 11:06:23 2022 Page 2
ID:EdLzuNYaZzwkL74LDTJjMDy80gH-SJ7gRA2nxuhgttWScbD1 N9EnJfdRJHRNYzajS8ynl4_
NOTES-
12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
13)This truss has been designed for a total drag load of 150 pit.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0
to 24-0-8 for 150.0 plf.
WARNINGiii qyit p .tea N i lil-t UDF.. l t K t PAGfnl --v!912020 _
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown and is for an individualbuilding component,
not
a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270
Roseville CA 95661