Plans (98) /yrs?-, o/ Com- ov�Ces
put /,,
MiTek°
MiTek USA, Inc.
7777 Greenback Lane
Suite 109
Citrus Heights,CA,95610
Telephone 916/676-1900
Re: PL15-343_UPPER Fax 916/676-1909
POLYGON
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: R45642845 thru R45642860
My license renewal date for the state of Oregon is June 30,2017.
Lumber design values are in accordance with ANSUTPI 1 section 6.3
These truss designs rely on lumber values established by others.
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October 13,2015
Hernandez,Marcos
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer,per ANSI/TPI 1.
Job Truss Truss Type Qty Ply POLYGON
R45642845
PL15-343_UPPER F01 Floor 6 1
Job Reference(optional)
Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 13 08:51:58 2015 Page 1
ID:j7axn4OsHnThIyaUAczwOszX1 UY-8NEyW14gRLFddvIFEhBm 14aAVwwQ4nAz2y8K8yTrIV
1 7-6-0 1 1 27-9 1 1 1-2-0 1 1 2-4-11 1
Scale=1:28.6
1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 3x5 = 1.5x3 II
1 2 3 4 5 6 7 8
N V / \ N
1 f
13 12 11 10 ``J2�`f"
3x4= 3x8= 3x4= 3x4 = 3x4=
10-8-1 11-4-9
I 9-11-9 10}7t1 (11-3-111 16-4-12 1
9-11-9 0-t. 0-7-0 5-0-3
0-7-0 0-1-8
Plate Offsets(X,Y)— (10:0-1-8,Edge],]11:0-1-8,Edge]
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 11-12 >783 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.40 11-12 >487 360
BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.05 9 n/a n/a
BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:72 lb FT=0%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 DF No-1&Btr(flat) end verticals.
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 13=715/Mechanical,9=715/0-4-4
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=2463/0,3-4=2463/0,4-5=2532/0,5-6=2532/0,6-7=-2532/0
BOT CHORD 12-13=0/1520,11-12=0/2805,10-11=0/2532,9-10=0/1515
WEBS 6-10=316/0,2-13=1640/0,2-12=0/1018,412=370/0,4-11=460/161,7-9=1636/0,7-10=0/1105
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s)for truss to truss connections.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(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:06/30/2017
October 13,2015
9
®WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Not
Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the budding designer must verify the applicability ofdesign 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 7777 Greenback Lane
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/711 Qually Criteria,DSI-89 and ICSI Building Component 7777 109
Safely information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA 95610
Job Truss Truss Type Qty Ply POLYGON
R45642846
PL15-343_UPPER F02 FLOOR 5 1
Job Reference(optional)
Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 13 08:51:58 2015 Page 1
ID:j7axn4OsHnThlyaUAczwOszX1 UY-8NEyW14gRLFddvIFEhBm14etVOMQ6mAz2y8K8yTrIV
1 1-6-0 1 1-3-4 1 1 0-8-3 1 1 2-3-0 I 1 1-2-0 I I 1-o-5 I 2-6-0 I
Scale=1:27.7
1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I
1 2 34x6= 4 5 6 7 8 9 10
e
e -,N,. - o _ e e ,e
/ / N
e 9 e - e
17 15 14 13 12 11
3x4= 3x6 = 4x5= 3x5= 1.5x3 11 3x4 = 3x4=
1 3-0-4 I 15-10-12 I
3-0-4 12-10-8
Plate Offsets(X,Y)— [7:0-1-8,Edge),[12:0-1-8,Edge)
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.07 13-14 >999 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.10 13-14 >999 360
BCLL 0.0 Rep Stress Ina YES WB 0.43 Horz(TL) 0.01 11 n/a n/a
BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:74 lb FT=0%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 DF No.1&Btr(flat) end verticals.
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 16=1266/0-5-8,17=-335/Mechanical,11=456/Mechanical
Max UpIift17=426(LC 4)
Max Gray 16=1266(LC 1),17=4(LC 3),11=457(LC 4)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=0/1294,3-4=0/750,4-5=0/750,5-6=-1002/0,6-7=-1002/0,7-8=-1099/0,
8-9=1099/0
BOT CHORD 16-17=664/0,15-16=1294/0,14-15=0/331,13-14=0/1099,12-13=0/1099,11-12=0/890
WEBS 3-16=718/0,2-17=0/798,2-16=-882/0,5-14=0/737,5-15=-1177/0,9-11=960/0,
9-12=0/379,3-15=0/856
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s)for truss to truss connections.
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. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
4)CAUTION,Do not erect truss backwards.
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EXPIRES:06/30/2017
October 13,2015
4
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
�R
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
ek*
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPIl Quality Celleria,DSB-89 and SCSI Building Component
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Sure 109
Citrus Heights,CA 95610
Job Truss Truss Type Qty Ply POLYGON
R45642847
PL15-343_UPPER F03 Floor 3 1
Job Reference(optional)
Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 13 08:51:59 2015 Page 1
ID:j7axn40sHnThlyaUAczwOszX1 UY-dZoKi2iRIT6FnUyoxCQJFdkUvGo9WIJBihhtbyTrlU
I 2-6-0 I I 2-5-1 I I 1-2-0 I I 2-4-11 I
Scale=1:28.9
1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 3x6 = 1.5x3 II
1 2 3 4 5 6 7 8
er
o V- / \ e e • o
e e e `Y
1 12 11 10
3x4= 3x8= 3x4= 3x5= 3x4=
10-10-9 11-7-1
I 10-2-1 1013x9 II1.5-9 I I 16-7-4 I
10-2-1 0--8 0-7-0 5-0-3
0-7-0 0-1-8
Plate Offsets(X,Y)- (10:0-1-8,Edge1,1.11:0-1-8,Edgel
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.27 11-12 >739 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.43 11-12 >456 360
BCLL 0.0 Rep Stress Ina YES WB 0.58 Horz(TL) 0.05 9 n/a n/a
BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:73 lb FT=0%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 DF No.1&Btr(flat) end verticals.
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 13=725/0-4-8,9=725/0-4-4
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2508/0,3-4=2508/0,4-5=2587/0,5-6=2587/0,6-7=-2587/0
BOT CHORD 12-13=0/1543,11-12=0/2877,10-11=0/2587,9-10=0/1538
WEBS 6-10=-324/0,2-13=1666/0,2-12=0/1041,4-12=-399/0,4-11=-480/168,7-9=1660/0,7-10=0/1140
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)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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EXPIRES:06/30/2017
October 13,2015
4 1
WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �,
Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall -- - -- ---- - - -
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M T'ek
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Qualtly Criteria,DSB-89 and ICS!Building Component
Safety Inforrnahon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109
Citrus Heights,CA 95610
Job Truss Truss Type Qty Ply POLYGON
R45642848
PL15-343 UPPER F04 Floor 1 1
Job Reference(optional)
Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 13 08:51:59 2015 Page 1
ID:)7axn4OsHnThlyaUAczwoszX1 UY-dZoKir2iRIT6FnUyoxCQJFdgXvD69WMJBihhtbyTrlU
I 2-3-0 I 1 1-4-11 I I 1-2-0 11 1-0-9 I 2-6-0 I
Scale=1:31.6
1.5x3 I I 3x6= 1.5x3 I I 3x4= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 I I 4x5= 1.5x3 I I
1 2 3 4 5 6 7 8 9 10
e - _
l'I
ee ee N;.
1 15 14 13 12 11
3x4= 3x8 = 3x5= 3x4 = 4x4 = 3x4 =
14-3-11
I 13-1-11 13-8-111 I 18-1.4
13-1-11 0-7-0 0-7-0 3-9-9
Plate Offsets(X,Y)— [l2:0-1-8,Edge],[13:0-1-8,Edge]
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.33 13-14 >663 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.51 13-14 >419 360
BCLL 0.0 Rep Stress Ina YES WB 0.60 Horz(TL) 0.06 11 n/a n/a
BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:81 lb FT=0%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 DF No.1&Btr(flat) end verticals.
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 16=791/0-4-4,11=791/Mechanical
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=2635/0,3-4=2635/0,4-5=3446/0,5-6=-0446/0,6-7=2477/0,7-8=2477/0,8-9=-2477/0
BOT CHORD 15-16=0/1550,14-15=0/3254,13-14=0/3130,12-13=0/2477,11-12=0/1721
WEBS 7-13=0/354,8-12=569/0,2-16=1700/0,2-15=0/1191,4-15=679/0,6-14=0/405,9-11=-1858/0,9-12=0/1092,
6-13=-860/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s)for truss to truss connections.
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. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
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EXPIRES:06/30/2017
October 13,2015
4
IMII_ I
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE.
Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not .
a truss system.Before use,the butding designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated n to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi TT
ek.
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/IPl1 Quail),Cdleria,004.89 and BCSI Building Component 7777 Greenback Lane
Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109
Citrus Heights,CA 95610
Job Truss Truss Type Qty Ply POLYGON
R45642849
PL15-343_UPPER F05 Floor 9 1
Job Reference(optional)
Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 0 Jul 11 2014 MiTek Industries,Inc.Tue Oct 13 08:52:00 2015 Page 1
ID:j7axn4OsHnThlyaUAczwOszXlUY-51MiwB2KC2bzt 38Mf)frS9u5JbVuvuTQMRFPIyTrff
1-3-0 I 1 1-1-1 1l 1-2-0 II 2-4-15 I 2-6-0 I
Scale=1:35.4
4x5= 3x4= 3x4= 3x4= 3x4= 4x4= 3x6 FP= 3x8=
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
I Z N ,N-VN Alk :V"Wi _ ...
26 25 24 23 22 21 20 19 18 17
3x4= 4x6= 3x5= 3x6 FP= 3x5= 3x5 = 4x6= 3x6 = 3x5=
3x5 SP=
15-7-9
I 14-5-9 15-0-91I I 20-9-8
14-5-9 0-7-0 13-7-0 5-1-15
Plate Offsets(X,Y)— [12:0-1-8,Edge),[18:0-1-8,Edge)
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.40 21 >624 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.62 21 >402 360
BOLL 0.0 Rep Stress Ina YES WB 0.84 Horz(TL) 0.08 17 n/a n/a
BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:98 lb FT=0%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals.
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 17=909/0-4-8,26=909/0-2-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=2003/0,3.4=-2003/0,4-5=-3413/0,5-6=-3413/0,6-7=-4247/0,7-8=-4247/0,
8-9=-4495/0,9-10=4495/0,10-11=4230/0,11-12=-4230/0,12-13=3519/0,
13-14=3519/0,14-15=-3519/0
BOT CHORD 25-26=0/1077,24-25=0/2776,23-24=0/3897,22-23=0/3897,21-22=0/4436,20-21=0/4401,
19-20=0/3519,18-19=0/3519,17-18=0/1990
WEBS 12-19=357/0,13-18=426/0,2-26=1375/0,2-25=0/1183,425=987/0,4-24=0/813,
6-24=618/0,6-22=0/446,15-17=-2149/0,15-18=0/1659,10-20=272/35,11-20=327/0,
12-20=0/1057
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 1.5x3 MT20 unless otherwise indicated.
3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)26.
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. ���D PR OFFS
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EXPIRES:06/30/2017
October 13,2015
0
4 memo
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. +
Design valid for use only with MTekO connectors.This design is based only upon parameters shown,and is for an individual building component.not
a truss system.Befare_use,thebudding designer must verify the applicability of design parameters and property incorporate this design into the overall ---
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane
fabrication.storage.delivery,erection and bracing of trusses and truss systems,see ANSI/711 Quality Criteria,DS8-89 and ICSI Building Component Suite 109
SafelyInformation available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Citrus Heights.CA 95610
Job Truss Truss Type Qty Ply POLYGON
R45642850
PL15-343_UPPER F06 Floor 1 1
Job Reference(optional)
Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 13 08:52:01 2015 Page 1
ID:j7axn4OsHnThIyaUAczwOszX1 UY-Zxw57X3yzMjgU4eKwMEuOgiAJi57dZUcfoAoxTyTrIS
I 1-4-0 1 2-6-0
I
1 1.5x3 II 2
3x4= 3 1.5x3 II
Scale=1:8.7
=--
.
■IE IME
rat
13
5 Flpli
4
3x4= 3x4=
9-1-81 4-1-0
I
1-8 3-11-8
LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 ""•" 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.10 Vert(TL) -0.04 4-5 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a
BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:19 lb FT=0%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except
BOT CHORD 2x4 DF No.1&Btr(flat) end verticals.
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 4=174/Mechanical,5=174/0-2-8
FORCES. (lb)-Max.Comp./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)5.
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. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5 �NGINEF9 wO
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ccAj, OREG•N cyo /
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EXPIRES:06/30/2017
October 13,2015
I 1
ammo
WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. `
Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not
a truss system.Before use,the buldingdesigner must verify the applicability of design parameters and properly incorporatethis..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.ek"
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane
fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 QuaBty Crtierta,DSB-89 and BCSI Building Component
Safely Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Suite 109
Citrus Heights.CA 95610
Job Truss Truss Type Qty Ply POLYGON
R45642851
PL15-343_UPPER F07 Floor 5 1
Job Reference(optional)
Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 S Jul 11 2014 MTek Industries,Inc.Tue Oct 13 08:52:02 2015 Page 1
ID:j7axn4OsHnThlyaUAczwOszXl UY-18UTKt4akgrh6EDXU317wtFEy6GyMs8mtgwLTwyTrIR
1 1-7-12 1 1 1-8-15 1 1 1-2-0 ii 1-4-9 1 1-0-0 1
Scale=1:30.1
3x6= 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 I I 3x4= 1.5x3 II 3x5= 1.5x3 II
1 2 3x8= 3 4 5 6 7 8 9 10 11
0
a 4. l
a e - _
14 :111, P-411
e e �p
1�XjY
19
Ra17 16 15 14 13
3x4 II 3x6= 3x8= 3x5 = 3x5= 1.5x3 II 3x4= 3x4=
I 1-10-12 2-1:114 17-5-4 I
1-10-12 0-1-8 15-5-0
Plate Offsets(X,V)- 12:0-3-0,Edgel,)8:0-1-8,Edge],(13:0-1-8,Edge],[19:Edge,0-1.8]
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.63 Vert(LL) -0.18 14-15 >999 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.27 14-15 >687 360
BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.03 12 n/a n/a
BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:83 lb FT=0%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 DF No.1&Btr(flat) end verticals.
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:17-18,16-17.
REACTIONS. (lb/size) 18=1194/0-5-8,12=627/0-2-12
Max Gray 18=1194(LC 1),12=662(LC 4)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=0/670,2-3=-950/312,3-4=950/312,4-5=2192/0,5-6=2192/0,6-7=2379/0,
7-8=-2379/0,8-9=-1741/0,9-10=-1741/0
BOT CHORD 17-18=670/0,16-17=32/1694,15-16=0/2387,14-15=0/1741,13-14=0/1741,
12-13=0/909
WEBS 9-13=408/0,2-18=808/0,1-18=765/0,8-15=14/787,7-15=259/0,6-16=295/0,
4-16=0/641,4-17=935/0,10-12=1092/0,10-13=0/1027,2-17=0/1309
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)12.
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. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
4)CAUTION,Do not erect truss backwards.
5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)304 lb down at 0-1-8 on top chord.
The design/selection of such connection device(s)is the responsibility of others. ��G
G.
� PR OFE.,
6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). c0'�c ,AGI NEER .
t5 ,-,
LOAD CASE(S) Standard 444 '�
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 8 • 2PE ( f
Uniform Loads(plf)
Vert:12-19=--8,1-11=80 --
Concentrated Loads(Ib) rp - rCV A,
Vert:1=304(F)
.C.72%), OREGO ti' it
O
-CrMBER '‘\ v,
SA- HE��
EXPIRES:06/30/2017
October 13,2015
e
I
®WARRING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/04/2015
BEFORE USE.
Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building coponent,not
_.atruss 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 7777 Greenback Lane
fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPI1 Quality Criteria,051-89 and SCSI Building Component Suite 109
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights.CA 95610
Job Truss Truss Type Qty Ply POLYGON
R45642852
PL15-343_UPPER F08 Floor 7 1
Job Reference(optional)
Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 13 08:52:02 2015 Page 1
ID:j7axn40sHnThlyaUAczwOszXl UY-18UTKt4akgrh6EDXU317wtFLO6PFMzVmtgwLTwyTrIR
I 2-6-0 1 0-5-10 1 1 1-2-0 1 1 1-4-14 I
Scale:3/4"=1'
1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II
1 23x4= 3 4 53x4= 6
—7' ''..- .
o G
N N
ee
e e
(f
3x4 = (�
10 9 8 (
3x4=
3x4= 3x4=
I 3-1-2 3/10 3-9-10 1 4-4-10 4.i6? 8-6-8 I
3-1-2 0-1 0-7-0 0-7-0 0-1 4-0-6
Plate Offsets(X,Y)— 18:0-1.8,Edge1,19:0-1-8,Edgel
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.03 7-8 >999 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.06 7-8 >999 360
BCLL 0.0 Rep Stress Ina YES WB 0.19 Horz(TL) 0.01 7 n/a n/a
BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:39 lb FT=0%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 DF No.1&Btr(flat) end verticals.
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 10=370/0-2-12,7=370/0-2-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=732/0,34=732/0,4-5=732/0
BOT CHORD 9-10=0/682,8-9=0/732,7-8=0/665
WEBS 2-10=-736/0,2-9=37/269,5-7=-718/0
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)10,7.
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. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
la RD P Ore
C�� 5 • G N 1 , s./0,
4.14 -
`t- 87022P, 91---
i N
y �Aj, OR GON cls Q��
'AO FMaER O\
OS A. HEck
EXPIRES:06/30/2017
October 13,2015
i 1
mll
a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MTek®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 andproperly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7P11 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109
Citrus Heights.CA 95610
Job Truss Truss Type Qty Ply POLYGON
R45842853
PL15-343 UPPER F09 Floor 1 1
Job Reference(optional)
Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 13 08:52:02 2015 Page 1
ID:j7axn4OsHnThIyaUAczwOszXlUY-18UTKt4akgrh6EDXU317wtFL26Q M?fmtgwLTwyTrIR
I 2-6-0 1 0-5-0 1 1 1-2-0 I I 1-7-2 I
Scale:1"=1'
11.5x3 II 2 3x4 = 31.5x3 I I 4 3x4= 51.5x3 II
J a •
e • =
\\\ry N
e ^ e e /XO
1.5x3 II
9 8 7 6
3x4=
3x4= 3x4 =
I 3-0-14 312-8 3-9-0 I 4-4-6 1 6-2-8 I
3-0-14 0-1 0-7-0 0-7-0 1-10-2
Plate Offsets(X,Y)— (4:0-1-8,Edge),18:0-1-8,Edgel
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.02 8-9 >999 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.03 8-9 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 6 n/a n/a
BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:29 lb FT=0%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 DF No.1&Btr(flat) end verticals.
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 9=267/0-2-8,6=267/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-362/0,3-4=-362/0
BOT CHORD 8-9=0/423,7-8=0/362,6-7=0/362
WEBS 2-9=456/0,4-6=-424/0
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 to bearing plate at joint(s)9.
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.
2
870 2PE
N f,N /V
�y 0'0j, OREGO cZc O<U
90 AMBER A\
°s 4. HE." °
EXPIRES:06/30/2017
October 13,2015
I 1
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. i*
Design valid for use only with MiTeMS connectors.This design is based only upon parameters shown,and is for an individual building coponent,not
.............. a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this.design into the.overall MiTek
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing - - MiTek.
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1711 Quay Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Suite 109
Citrus Heights,CA 95610
1
Job Truss Truss Type Qty Ply POLYGON
PL15-343_UPPER F10 Floor 6 1
R45642854
Job Reference(optional)
Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 Wel(Industries,Inc.Tue Oct 13 08:52:03 2015 Page 1
ID:j7axn4OsHnThyaUAczwoszXlUY-VK1rYC5CVzzYkOojlnHMT5nQtWc?5LTv6KgvOMyTrIQ
I 23-0 I 1 1-7-11 I I 1-2-0 1 1 1-4-9 1 1-6-0 I
Scale=1:26.9
1.5x3 II 3x5= 1.5x3 II
3x4= 1,5x3 II 3x4= 1.5x3 II 3x5= 1.5x3 II
1 2 3 4 5 6 7 8 9
e ee
e/` /oN N.
e
e e e
1 14 13 12 11
3x4= 3x6= 3x6= 1.5x3 II 3x4= 3x4=
12x11
11-1-11
11-8-11i I 15-5-4
11-1-11 0-7-0 0-7-0 3-1-n
Plate Offsets(X,Y)— f6:0-1-8,Edge),111:0-1-8,Edgel
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.18 12-13 >999 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.28 12-13 >663 360
BCLL 0.0 Rep Stress Ina YES WB 0.53 Horz(TL) 0.04 10 n/a n/a
BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:70 lb FT=0%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 DF No.1&Btr(flat) end verticals.
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 15=673/0-4-4,10=673/0-2-12
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=2121/0,34=2121/0,4-0=2434/0,5-6=-2434/0,6-7=-1775/0,7-8=1775/0
BOT CHORD 14-15=0/1291,13-14=0/2467,12-13=0/1775,11-12=0/1775,10-11=0/925
WEBS 7-11=-417/0,2-15=1416/0,2-14=0/910,4-14=380/0,5-13=274/0,6-13=0/820,8-10=1112/0,8-11=0/1049
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)10.
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. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
���,E) PR°FFss
�0 �tIGI NEAR /0
444
87022PE 9f
yN ,
co,'oj, OREG N cls ��
1' F4I$ER N\ �Q
OSA. HES '
EXPIRES:06/30/2017
October 13,2015
1 I
WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MO-7173 rev.10/03!2015 BEFORE USE, Ill
Design valid for use only with MTek®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 ofdesignparametersandproperty incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Qually Criteria,DSI-B9 and ICSI Bonding Component 7777 Greenback Lane
Safety Informalion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109
Citrus Heights.CA 95610
Job Truss Truss Type Qty Ply POLYGON
R45642855
PL15-343_UPPER Fl1 Floor 2 1
Job Reference(optional)
Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc,Toe Oct 13 08:52:03 2015 Page 1
ID:j7axn405HnThIyaUAczwOszX1 UY-VK1 rYC5CVzzYkOoj1 nHMT5nVTW1K5Qgv6Kgv0MyTrIQ
2-6-0 10-5-10 I I 1-2-0 I I 1-6-14
Scale=1:16.4
1.5x3 II 3x4= 1.54 II 1.5x3 II 3x4= 1.5x3 II
1 2 3 4 5 6
0
4 N
e e
uJXXJ e 3x4
1/ \ 9 8
3x4=
3x4=
3x4=
3-1-2 31-10 3-9-10 4-4-10 416-12 4-2-68-8-8
3-1-2 0-1-8 0-7-0 0-7-0 0-1-8
Plate Offsets(X,Y)— 18:0-1-8,Edgel,[9:0-1-8,Edge)
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.03 7-8 >999 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.18 Vert(TL) -0.07 7-8 >999 360
BCLL 0.0 Rep Stress Ina YES WB 0.20 Horz(TL) 0.01 7 n/a n/a
BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:40 lb FT=0%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr(flat)' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 DF No.1&Btr(flat) end verticals.
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 10=377/0-2-12,7=377/0-4-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=761/0,3-4=761/0,4-5=761/0
BOT CHORD 9-10=0(701,8-9=0/761,7-8=0/682
WEBS 2-10=757/0,2-9=28/290,5-7=737/0
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)10.
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. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
<<-�ED P R OF
Fss
3 �NGjNEFR o2
<4../ 9
87022PE
-7 �'� OREGO (1,
'A„ s'1lBER � �P�
A- HE.0
EXPIRES:06/30/2017
October 13,2015
®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1
Design valid for use only with MTek®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 parametersandproperly incorporate this design info the overall ��� ,,
building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIt Quality Criteria,DSB-89 and SCSI Building Component Suite 109
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA 95610
Job Truss Truss Type Qty Ply POLYGON
R45642856
PL15-343_UPPER F12 Floor 6 1
Job Reference(optional) _
Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Tue Oct 13 08:52:04 2015 Page 1
ID:j7axn4OsHnThlyaUAczwOszX1 UY-zWbDIY5rGH5PLYNvbUob?I KcYwzDgoB2L_PSYoyTrIP
I 2-6-0 I I 2-3-5 1 1 1-2-0 1 1 2-4-11
Scale=1:28.7
1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 I I 3x5= 1.5x3 I I
1 2 3 4 5 6 7 8
14
4‘44
1 e e
1` 12 11 10
3x4= 3x8= 3x4= 3x4= 3x4=
10-8-13 11-5-5
I 10-0-5 10-0-t 3 j1-3-131 1 16-5-8 I
10-0-5 0-7-0 5-0-3
0-7-0 0-1-8
Plate Offsets(X,Y)— I10:0-1-8,Edgej,111:0-1-8,Edgej
LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 11-12 >770 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.41 11-12 >478 360
BCLL 0.0 Rep Stress Ina YES WB 0.57 Horz(TL) 0.05 9 n/a n/a
BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:72 lb FT=0%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 DF No.1&Btr(flat) end verticals.
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 13=718/0-1-12,9=718/0-4-4
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=2476/0,3-4=2476/0,4-5=2549/0,5-6=2549/0,6-7=-2549/0
BOT CHORD 12-13=0/1527,11-12=0/2827,10-11=0/2549,9-10=0/1522
WEBS 6-10=319/0,2-13=1648/0,2-12=0/1025,4-12=379/0,4-11=-466/163,7-9=1643/0,7-10=0/1116
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.
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. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
<<-�Ep PR Ope•
n
,NJ NG(NEF9 gyp'
8 • 2PE
� /` r
c.p.„
/ 'I7
y AT OREGO c 6i
'pOn
cM$ER �N �O
OS A. He?,
EXPIRES:06/30/2017
October 13,2015
4 I
INIWIII
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1x
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 bulding 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 7777 Greenback lane
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPII Qualify Criteria,DSS-89 and SCSI Building Component
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109
Citrus Heights,CA 95610
Job Truss Truss Type Qty Ply POLYGON
R45642857
PL15-343_UPPER F13 Floor 6 1
Job Reference(optional)
Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Tue Oct 13 08:52:04 2015 Page 1
ID:j7axn4OsHnThlyaUAczwOszX1UY-zVVbDIY5rGH5PLYNvbUob?IKYhww3gnT2L_PSYoyTrIP
I 2-3-0 I 1 1-411 1 1 1-2-0 I I 1-2-5 1 2-6-0 I
Scale:3/8"=1
1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1.5x3 II 4x5 = 1.5x3 I I
1 2 3 4 5 6 7 8 9 10
ee a !e a \ e
000000000000_
a�xy1 � ee ee
1G' 15 14 13 12
3x4= 3x8= 3x5= 3x4= 4x4= 3x4 =
14-3-11
I 13-1-11 1343-III I 18-3-0 I
13-1-/1 0.7-0 0.7-0 3-11-5
Plate Offsets(X,Y)— 112:0-1-8,Edgel,El 3:0-1-8,Edgel
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.74 Vert(LL) -0.33 13-14 >651 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.85 Vert(TL) -0.53 13-14 >412 360
BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.06 11 n/a n/a
BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:81 lb FT=0%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 DF No.1&Btr(flat) end verticals.
WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 16=797/0-4-4,11=797/0-2-12
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2664/0,3-4=-2664/0,4-5=3503/0,5-6=-3503/0,6-7=2556/0,7-8=-2556/0,8-9=-2556/0
BOT CHORD 15-16=0/1564,14-15=0/3297,13-14=0/3200,12-13=0/2556,11-12=0/1731
WEBS 7-13=0/349,8-12=534/0,2-16=-1715/0,2-15=0/1206,415=695/0,6-14=7/395,9-11=1869/0,9-12=0/1118,
6-13=853/0
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)11.
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. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
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EXPIRES:06/30/2017
October 13,2015
8 I
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE 11"
Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building coponent,not
a buss system.Before use,the building designer must verify the applicability-of.design parameters and property incorporate this designminto the overall -_•
building design. Bracing indicated is to prevent buckling of individual-truss web and/or chord members only.Additional temporary and permanent bracing Wel(
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane
fabrication,storage.defrvery,erection and bracing of trusses and truss systems,see ANSI/TPIl Quality Criteria,DSI-89 and SCSI Building Component Suite 109
Safely Informatton available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314.
Citrus Heights CA 95610