Plans (38) Job Truss Truss Type Qty Ply POLYGON
R45630241
PL15-339_UPPER F01 Floor 17 1
Job Reference(optional)
Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTekingustries,Inc.Mon Oct 12 08:04:59 2015 Page 1
ID:SygD?CTgSFZSjSNcS1 ttlDzR3Xv-y5nUNQ17tvhORapaB8X?HYOivnaYm59v4gEZPwyUBXY
1 2-6-0 Iof'a2�1 1-2-0 110-11-2 1
. Scale=1:32.8
1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 I 13x4 = 3x4= 1.5x3 II 3x6= 1.5x3 II
1 2 3 4 5 6 7 8 9 10
NI o
::
17 16 15 14 13 12 `iT
354 = 3x8= 3x6= 1.5x3 II 1.5x3 II 3x8= 3x4 =
12-6-2
I 11-4-2 1I1-11-7,1 I 18-9-12 I
11-4-2 b-7-0 0-7-0 6-3-10
Plate Offsets(X.Y)— I6:0-1-8,Edoe),F7:0-1-8,Edgel
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.29 15 >767 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.79 Vert(TL) -0.46 15-16 >483 360
BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.07 11 n/a n/a
BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:85 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) 17=822/Mechanical,11=822/0-4-4
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=2976/0,34=2976/0,4-5=3689/0,5-6=3689/0,6-7=3386/0,7-8=2944/0,8-9=2944/0
BOT CHORD 16-17=0/1772,15-16=0/3588,14-15=0/3386,13-14=0/3386,12-13=0/3386,11-12=0/1775
WEBS 2-17=1913/0,2-16=0/1299,4-16=660/0,4-15=-07/292,5-15=-281/0,6-15=62/602,9-11=1916/0,9-12=0/1262,
7-12=-756/0
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 12,2015
i I
®WARNING-Verify design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI47473 rev.10/03/2015 BEFORE USE. 111
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
.
a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing- .Mitek
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/0.l1 Quality Galeria,DSB-89 and SCSI Building Component Suite 109
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Carus Heights.CA 95610
Job Truss Truss Type Qty Ply POLYGON
R45630242
PL15-339 UPPER F02 FLOOR 5 1
Job Reference(optional)
Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 Mirek Industries,Inc.Mon Oct 12 08:05:00 2015 Page 1
lD:SygD?CTgSFZSjSNcS1ttnDzR3Xv-QlLsbmJleCpF3komis3EpmxwZB3PVeT3JUz6xMyUBXX
I 2-6-0 1 1-9-8 II 1-2-0 II 1.6.0 11 1-1-12 I I 2-5-8 II 1-2-0 II 2-0-8 1 1 1-4-0
Scale=1:37.5
1.5x3 II 1.5x3 II 1.5x3 II 3x6= 1.5x3 II 3x6 FP= 1.5x3 II
1 2 3 4 5 6 7 8 9 10 11 12 13
N / °� \
I,c
23 22 21 20 19 18 17 16 15 14
1.5x3 II 3x5= 3x6 FP= 1.5x3 II 3x8 =
3x6 =
12-7-4
I 8-8-12
11-5-4 7-0-4I 17-4-12 I 21-5-12 I
8-8-12 I 2-8-8 �7-0 D7-0 I 4-9-8 4-1-0
Plate Offsets(X,Y)— 14:0-1-8,Edgel,f7:0-1-8,Edgel,f16:0-1-8,Edgel.f22:0-1-8,Edgel
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.04 22-23 >999 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.23 Vert(TL) -0.09 22-23 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.01 15 n/a n/a
BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:99 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. All bearings Mechanical except(jt=length)19=0-7-0,15=0-5-8.
(Ib)- Max Uplift All uplift 100 lb or less at joint(s)14
Max Gray All reactions 250 lb or less at joint(s)14 except 23=366(LC 14),19=756(LC 3),15=752(LC 14)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=700/0,3-4=-700/0,4-5=-304/27,5-6=-304/27,7-8=-468/0,8-9=-468/0,
9-10=0/571,10-11=0/571,11-12=0/566
BOT CHORD 22-23=0/653,21-22=0/700,20-21=0/700,18-19=0/468,17-18=0/468,16-17=0/468,
15-16=-22/297,14-15=-286/61
WEBS 6-19=-504/0,2-23=-705/0,4-20=-540/0,7-19=-642/0,9-15=821/0,12-14=-66/308,
12-15=457/0,6-20=0/535
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections.
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. �tGQ'v0 P R O>�Fss
Co NGI NEER �O
87022PE v1.--
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EXPIRES:06/30/2017
October 12,2015
4
I
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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 Weir®connectors.This design is based only upon parameters shown,and is for an individual buildingcomponent,not .
a buss 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 properly damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1111 QuayCriteria,DSB-89 and BCSI Building Component 7777 Greenback Lane
Safety Infarmalon 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
R45630243
PL15-339_UPPER F03 Floor 5 1
Job Reference(notional)
Pacific Lumber&Truss Co., Beaverton,Oregon •. --- - 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Oct 12 08:05:01 2015 Page 1
ID:SygD?CTgSFZSjSNcS1 ttlDzR3Xv-uUuFo6KNPWx6gtzzJZaTMzU5SaQLE6VCY8jgToyUBXW
I 2-5-4 i I 1-2-0 I I 2-0-8 I 2-6-0 1 1 1-4-4 I
Scale=1:22.2
1.5x3 I I 3x4= 1.5x3 I I 3x4= 3x4 I I 3x4= 1.5x3 II
1 2 3 4 5 6 7
4
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
o IL
_ N
—
e • e
7- .
' e
1 K 11 10 9 8
3x4= 1.5x3 II 3x4= 3x8= 3x4=
3-11-12
I 2a43-3-4 3-10-4 8-7-12 aa.0p-lyat 12-9-0 I
a
24 10-7-0 10-7-0 0-1-8 4-8-0 0-'1 8 3-11-12
Plate Offsets(X,YI— 12:0-1-8,Edoel.110:0-1-8,Edge)
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.03 9-10 >999 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.13 Vert(TL) -0.05 9-10 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 9 n/a n/a
BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:58 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:8-9.
REACTIONS. (lb/size) 12=317/0-2-8,8=55/Mechanical,9=738/0-5-8
Max Uplift8=66(LC 3)
Max Gray 12=321(LC 3),8=143(LC 7),9=753(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-565/0,3-4==-565/0,4-5=0/538,5-6=0/533
BOT CHORD 11-12=0/565,10-11=0/565,9-10=0/370
WEBS 2-12=-610/0,4-9=-841/0,6-8=-123/255,6-9=-444/0
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)12.
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.
2
87022PE 44, 9r.
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EXPIRES:06/30/2017
October 12,2015
4
Mi.
®WARNING-Verify design pvameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10A13/2015 BEFORE USE.
Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and is for an individual building coponent,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 pennanent 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,DSB-89 and BCSI Building Component Suite 109
Safely 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
R45630244
PL15-339_UPPER F04 FLOOR 4 1
Job Reference(optional)
Pacific Lumber&Truss Co., Beaverton,Oregon - - _ 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Oct 12 08:05:01 2015 Page 1
ID:SygD?CTgSFZSjSNcS1 ttIDzR3Xv-uUuFo6KNPWx6gtzzJZaTMzU6JaQkE72CY8jgToyUBXW
1 1-9-0 1 I 1-6-4 I I 2-4-12 1 1 1-2-0 I I 1-4-4 I 1-3-0 I
Scale=1:21.0
1.5x3 I I 3x4= 1.5x3 II 3x6= 3x4= 1.5x3 II 3x4= 1.5x3 II
1 2 3 4 5 6 7 8
e
a e e e
- 001111111111.1111111111111111111.'
a
N
o e e e r
ls
14 13 31 . 11 10 9
3x4= 3x5= 3x6= 1.5x3 Il 3x4= 3x4=
I 5-2-0 I 12-0-12 I
5-2-0 6-10-12
Plate Offsets(X,Y)— 15:0-1-8,Edae1.110:0-1-8,Edae1
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.01 9-10 >999 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.10 Vert(TL) -0.02 9-10 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 9 n/a n/a
BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:57 lb FT=0%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.18,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:12-13.
REACTIONS. (lb/size) 14=200/Mechanical,12=588/0-5-8,9=262/Mechanical
Max Gray 14=234(LC 8),12=588(LC 1),9=268(LC 4)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=285/20,3-4=285/20,5-6=390/0,6-7=390/0
BOT CHORD 13-14=0/285,11-12=0/390,10-11=0/390,9-10=0/275
WEBS 4-12=-387/0,2-14=-328/0,5-12=-541/0,4-13=0/368,7-9=-351/0
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.
4)CAUTION,Do not erect truss backwards.
'`��Ep PRpFEss
�,`� tiNG�NEFR io29
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EXPIRES:06/30/2017
October 12,2015
e _ f
a WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MO-7473 rev.10/032015 BEFORE USE. �y
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 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
Greenback Lane
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quaidy Criteria,DSB-89 and BCSI lauding Component 7777109
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
R45630245
PL15-339_UPPER F05 FLOOR 4 1
Job Reference(optional)
Pacific Lumber&Truss Co., Beaverton,Oregon - 7.530 s Jul 11 2014 MTek Industries,Inc.Mon Oct 12 08:05:02 2015 Page 1
ID:SygD?CTgSFZSjSNcS1 ttIDzR3Xv-MgSdOSKOAg3z11 Y9sH5ivB0C?_gfzXzMnoSD?EyUBXV
I 2-3-12 I I 1-2-0 1 1 1-0-0 1 2-6-0
Scale=1:21.9
1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II
1 2 3 4 5 6 7
e e e e •
N vR- A
.
42,
ee
12 11 10 9 8
3x4= 1.5x3 I I 3x4= 3x6= 3x4=
I 12-7-4 1
12-7-4
Plate Offsets(XV)— f2:0-1-8,Edgel,f10:0-1-8,Edgel
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.14 9-10 >999 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.21 9-10 >707 360
BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.02 8 n/a n/a
BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:56 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. (Ib/size) 12=549/Mechanical,8=549/Mechanical
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1204/0,34=1204/0,4-5=1646/0,5-6=1646/0
BOT CHORD 11-12=0/1204,10-11=0/1204,9-10=0/1560,8-9=0/1109
WEBS 3-10=0/263,2-12=1310/0,6-8=1198/0,6-9=0/579,4-10=-545/0
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.
<(co P R Dress
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7
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EXPIRES:06/30/2017
October 12,2015
1 I
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE.
111111
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 of design parameters and properly incorporate this design into the overall t�
building design. Bracing indicated is to prevent bucking 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/fP11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Sure 109
Citrus Heights,CA 95610
I
Job Truss Truss Type Qty Ply POLYGON
PL15-339 UPPER F07 Floor R45630246
6 1
Pacific Lumber&Truss Co., Beaverton,Oregon -- • _ Job Reference(ootional)
- 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Oct 12 08:05:02 2015 Page 1
ID:SygD?CTgSFZSjSNcSItUDzR3Xv-MgSdOSKOAg3z11Y9sH5ivBOGB kSzZgMnoSD?EyUBXV
1 2-6-0 1 1-9-8 1 1 1-2-0 1 1 1-3-4 1 1-6-0 I I 2-5-8 1 1 1-2-0 1 1 1-11-0
I
Scale=1:25.7
1.5x3 II 1.5x3 I I 1.5x3 I I 1.5x3 II
1 2 3 4 5 6 7 8 9
e -• • e
I. r —411111111111114111111111414111111111r- - -4/---111Ssistip... _ o
c.
e
° e ee e d e
16 15 14 12 11
3x8= 1.5x3 II 1.5x3 II
I 4-6-8 15-1-8 15-8-8 1 8-8-1211-5-4 12-0.4 12-7-4 14-9-4
4-6-8 0-7-0 0-7-0 3-0-4 I 2-8-8 10-7-0 10-7-0 1 2-2-0
Plate Offsets(X,Y)— 17:0-1-8,Edgel,[8:0-1-8,Edgel.[14:0-1-8,Edgel,115:0-1-8,Edgel
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.04 15-16 >999 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.09 15-16 >999 360
BCLL 0.0 Rep Stress Ina- YES WB 0.23 Horz(TL) 0.01 10 n/a n/a
BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:67 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=357/Mechanical,13=706/0-3-8,10=225/0-2-4
Max Gray 16=375(LC 10),13=706(LC 1),10=240(LC 7)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=740/0,3-4=-740/0,4-5=740/0,7-8=-324/0
BOT CHORD 15-16=0/675,14-15=0/740,13-14=0/449,12-13=0/324,11-12=0/324,10-11=0/324
WEBS 2-16=-729/0,5-13=-594/0,5-14=0/446,7-13=-499/0,8-10=-364/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections.
4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10.
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)CAUTION,Do not erect truss backwards.
� n,o) PR0p4-•
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`r 87022PE �f
.Sy cAT OREG•N ryo of
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EXPIRES:06/30/2017
October 12,2015
__
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev.10/03/2015 BEFORE USE
Design valid for use only with Mirek®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 trussweband/or chord members only.Additional temporary and permanent bracing Mi 1T e'k�
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TF1 QualifyCrtteria,D511-89 and BCS1 Balding Component 7777 Greenback Lane
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 R45630247
PL15-339_UPPER F08 Floor 2 1
Job Reference(optional)
Pacific Lumber&Truss Co., Beaverton,Oregon _ _ 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Oct 12 08:05:03 2015 Page 1
ID:SygD?CTgSFZSjSNcSIttIDzR3Xv-qs0?DoLex7BgwB7LQ_cxROZOgOxGivyV?SCnYhyUBXU
I 2-6-0 I i 1-0-10 1-2-0
Scale=1:33.2
1.5x3 II 3x6 = 1.5x3 II 3x4= 1.5x3 II 3x4= 3x4= 1.5x3 II 3x6= 1.5x3 II
1 2 3 4 5 6 7 8 9 10
14414444144.14144.44
NII
?I • t
•
111 1- 16 15 14 13 12
3x4 = 3x8= 3x6= 1.5x3 II 1.5x3 I I 3x8= 3x4 =
12-8-10
11 -10 11?-1-101 I 19-0-4
6-3-10
11-6-10 0-7-0 0-7-0
Plate Offsets(X,Y)— 16:0-1-8.Edgel.17:0-1-8,Edoel
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.31 15 >738 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.48 15-16 >469 360
BCLL 0.0 Rep Stress Ina YES WB 0.67 Horz(TL) 0.07 11 n/a n/a Weight:86 lb FT=0%F,0%E
BCDL 5.0 Code 1BC2012/TP12007 (Matrix)
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) 17=831/0-2-8,11=831/0-4-4
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3020/0,3-4=3020/0,4-5=3781/0,5-6=3781/0,6-7=3451/0,7-8=2988/0,8-9>2988/0
BOT CHORD 16-17=0/1795,15-16=0/3655,14-15=0/3451,13-14=0/3451,12-13=0/3451,11-12=0/1798
WEBS 2-17=-1937/0,2-16=0/1323,4-16=685/0,4-15=28/296,5-15=-266/0,6-15=69/599,9-11=1940/0,9-12=0/1285,
7-12=-786/0
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.
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 12,2015
1 il
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6111-7473 rev-10/0312015 BEFORE USE
Design valid for use only with Mirek®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 MiTek°
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,051-89 and SCSI funding 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
PL15-339_UPPER F09 Floor 3 1 R4563024B
Pacific Lumber&Truss co., Beaverton,Oregon - Job Reference(notional)
7.530 S Jul 11 2014 MiTek Industries,Inc.Mon Oct1208:05:II42015 Page 1
ID:SygD?CTriSFZSjSNcS1ttIDzR3Xv-13aNR8MGiRJhXLhY_i7A_c6ZPoHURLAfE6yK47yUBXT
2-6-0 1-0-14 II 1-2-0 I OF 11-2 i
Scale=1:33.2
1.5x3 II 3x6 = 1.5x3 II 3x4= 1.5x3 II 3x4= 3x4= 1.5x3 II 3x6= 1.5x3 I I
1 2 3 4 5 6 7 8 9 10
•
°• _ 4444444.44444.40.044.
:la _ 0,00000000000 14,44.4440.4440444444
-\ IN
B e e O
1 16 15 14 13 12
3x4 = 3x8= 3x6 = 1.5x3 II 1.5x3 I I 3x8= 3x4=
12-8-14
I 11-6-14 12-1-1A I 19-0-8
11-6-14 0-7-0 0-7-0 6-3-10
Plate Offsets(X,Y)— f6:0-1.8,Edgel,f7:0-1-8,Edae1
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.31 15 >735 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.48 15-16 >468 360
BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.07 11 n/a n/a
BCDL 5.0 Code 1BC2012/TP12007 (Matrix) Weight:86 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) 17=832/0-2-12,11=832/0-4-4
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-3025/0,3-4=3025/0,4-5=-3791/0,5-6=-3791/0,6-7=3457/0,7-8=-2992/0,8-9=-2992/0
BOT CHORD 16-17=0/1797,15-16=0/3661,14-15=0/3457,13-14=0/3457,12-13=0/3457,11-12=0/1800
WEBS 2-17=-1940/0,2-16=0/1326,416=687/0,4-15=-25/297,5-15=-265/0,6-15=69/600,9-11=-1943/0,9-12=0/1287,
7-12=-789/0
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.
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 12,2015
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rev.10Po32015 BEFORE USE.
Design valid for use only with M7ek®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 bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek°
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 QuaCriteria,DSB-89 and BCSI Building Component 7777 Greenback Lane
rry
Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Sade 109
Citrus Heights,CA 95610
Job Truss Truss Type Qty Ply POLYGON
R45630249
PL15-339_UPPER F10 Floor 5 1
Job Reference(optional)
Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Oct 12 08:05:04 2015 Page 1
ID:SygD7CTgSFZSjSNcS1 ttIDzR3Xv-13aNR8MGiRJhXLhY_i7A_c6cooQERNUfE6yK47yUBXT
1 1-2-4 1 1 1-2-12 1 2-6-0 1 I 1-2-0 I I 1-3-0 I 1-6-0 1
Scale=1:21.2
1.5x3 I I 3x6= 3x5= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II
1 2 3 4 56 7 a
e
e °
II .7o
e e
ee
14 • 12 11 10
3x4= 3x6= 3x6= 1.5x3 I I 3x4= 3x4=
8-0-8 1 8-7-8 1 9-2-8 1 12-2-8 1
I11-5-4 1 6-7-4 0-7-0 0-7-0 3-0-0
Plate Offsets(X,Y)— 15:0-1-8,Edael,f10:0-1-8.Edoel
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.05 11-12 >999 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.24 Vert(TL) -0.07 11-12 >999 360
BCLL 0.0 Rep Stress Ina YES WB 0.53 Horz(TL) 0.00 9 n/a n/a
BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:58 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 puffins, 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) 14=-585/Mechanical,13=1259/0-5-8,9=388/0-3-4
Max Uplift14=628(LC 4)
Max Gray 13=1259(LC 1),9=388(LC 4)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=0/824,3-4=647/0,4-5=-647/0,5-6=791/0,6-7=-791/0
BOT CHORD 13-14=-824/0,11-12=0/791,10-11=0/791,9-10=0/494
WEBS 2-13=-738/0,2-14=0/1034,3-12=0/892,3-13=-815/0,7-9=-594/0,7-10=0/389
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.
74NE4\
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EXPIRES:06/30/2017
October 12,2015
4
1
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.10/0312015 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 '�e ,.
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional.temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quail*Catena,DSII-89 and BCSI Building Component 7Sufie 777
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 109
Citrus Heights,CA 95610
Job Truss Truss Type Qty Ply POLYGON
R45630250
PL15339 UPPER F11 Floor 3 1
Job Reference(optional)
Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,lne.Mon Oct 12 08:05:05 2015 Page 1
ID:SygD?CTgSFZSISNcS1 ttIDZR3Xv-mF81eUNuTIRX9VGkYPePWpenRCoHAVUoTmhtcZyUBXS
2-5-4 I 1 1-2-0 I I 2-0-8 I 2-6-0 I I 1-5-0 I
Scale=1:22.3
1.5x3 I I 3x4= 1.5x3 I I 3x4= 3x4 I I 3x4= 1.5x3 I I
1 2 3 4 5 6 7
• •
a • —
_ • _ a
o
4444444 ,iiiii
I o
N - N
•
• ,/
1K 11 10 m.
3x4= 1.5x3 I I 3x4 = 3x8= 3x4=
3-11-12
I 2-8-4 -0 8-7-12 12-9-12I740-7401-84-8-0 0-99-8 I2-8-4
Plate Offsets(X,Y)- 12:0-1-8,Edgel,110:0-1-8,Edgel
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl lid PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.03 9-10 >999 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.13 Vert(TL) -0.05 9-10 >999 360
BCLL 0.0 Rep Stress Ina YES WB 0.22 Horz(TL) 0.01 9 n/a n/a
BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:58 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:8-9.
REACTIONS. (lb/size) 12=317/0-2-8,8=60/0-2-12,9=739/0-5-8
Max Uplift8=64(LC 3)
Max Gray 12=321(LC 3),8=146(LC 7),9=754(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=565/0,3-4=-565/0,4-5=0/538,5-6=0/533
BOT CHORD 11-12=0/565,10-11=0/565,9-10=0/370
WEBS 2-12=-610/0,4-9=-841/0,6-9=452/0
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)12,8.
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 12,2015
$
a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.10/03/2015 WORE USE 141111-1,.
Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building coponent,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate This desim
gn 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 - MITele
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quoin,/Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane
Safely Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Suite 109
Cams Heights.CA 95610
Job Truss Truss Type Qty Ply POLYGON
R45630251
PL15-339 UPPER F12 Floor 1 1
Job Reference(optional)
Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MRek Industries,Inc.Mon Oct 12 08:05:05 2015 Page 1
ID:SygD?CTgSFZSjSNcS1 ttlDzR3Xv-mF81eUNuTIRX9VGkYPePWpenoCm9AWoTmhtcZyUBXS
I 2-6-0 1 1-9-8 I I 1-2-0 I I 1-3-4 I 1-6-0 I
Scale=1:16.5
1.5x3 I I 3x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II
1 2 3 4 5 6
0
0 ---I'''''''''"•-•.„,„.,........„...„. Z
N
A.
/ e a
e e
10 9 8 3x4=
3x4= /X\
3x4= 3x4 =
I 4-6-8 I 5-1-8 1 5-8-8 I 8-8-12 I
4-6-8 0-7-0 0-7-0 3-0-4
Plate Offsets(X,Y)— 18:0-1-8,Edoe1,19:0-1-8,Edael
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ltd PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.04 9-10 >999 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.09 9-10 >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/TP12007 (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=378/Mechanical,7=378/0-2-12
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-757/0,3-4=-757/0,4-5=-757/0
BOT CHORD 9-10=0/684,8-9=0/757,7-8=0/476
WEBS 2-10=-738/0,5-7=-572/0,5-8=0/382
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)7.
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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2
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EXPIRES:06/30/2017
October 12,2015
4 I
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANA10-7473CE PAGE .7473 rev.10103/2015 BEFORE USE
Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building coponent,not `
a truss system.Before use,the buiding 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 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 Quaky Criteria,DSB-B9 and BCSI Building Component
Suite
Safety Information availableCitable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. iu 109
Citrus Heights,CA 95610
Symbols Numbering System A General Safety Notes
PLATE LOCATION AND ORIENTATION
1 3/4 Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property
offsets are indicated. (Drawings not to scale) Damage or Personal Injury
MIME Dimensions are in ft-in-sixteenths.
rsio‘. Apply plates to both sides of truss
and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g.
TOP CHORDS diagonal orX-bracing,is always required. See BCS(.
0-1/76' 2. Truss bracing must be designed by an engineer.For
111 6\1i 11114 in rtil
wide truss spacing,individual lateral braces themselves
Alinlit Dmay require bracing,or alternative Tor I
bracing should be considered.��� U3. Never exceed the design loadingshownand never
Ostack materials on inadequately braced trusses.
O 4. Provide copies of this truss design to the building
For 4 x 2 orientation,locate c�$ cb C5-6 designer,erection supervisor,property owner and
plates 0-"ii'from outside BOTTOM CHORDS all other interested parties.
edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint
required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1.
connector plates. THE LEFT.
7. Design assumes trusses will be suitably protected from
* CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1.
Plate location details available in MITek 20/20 NUMBERS/LETTERS.
Software or upon request. 8. Unless otherwise noted,moisture content of lumber
shall not exceed 19%at time of fabrication.
PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for
ICC ES Reports: use with fire retardant,preservative treated,or green lumber.
The first dimension is the plate 10.Camber is a non-structural consideration and is the
4 x 4 width measured perpendicular
ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to
to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection.
the length parallel to slots.
11.Plate type,size,orientation and locquiation dimensions
indicated are minimum plating rerements.
LATERAL BRACING LOCATION
12.Lumber used shall be of the species and size,and
in all respects,equal to or better than that
�! Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified.
by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at
output. Use T or I bracing spacing indicated on design.
if indicated. Lumber design values are in accordance with ANSI/TPI 1
14.Bottom chords require lateral bracing at 10 ft.spacing,
section 6.3 These truss designs rely on lumber values
BEARING or less,if no ceiling is installed,unless otherwise noted.
established by others.
15.Connections not shown are the responsibility of others.
I Indicates location where bearings
(supports) occur. Icons vary but 2012 MiTek®All Rights a Reserved 16.Do not cut or alter truss member or plate without prior
■M reaction section indicates joint
approval of an engineer.
alillmlnlil
number where bearings occur. 17.Install and load vertically unless indicated otherwise.
Min size shown is for crushing only.
iii...... II0 18.Use of green or treated lumber ma
ii.----.-...1environental,health or performance unacceptable
s.Consultwith
Industry Standards: project engineer before use.
ANSI/TPI(: National Design Specification for Metal 19.Review all portions of this design(front,back,words
Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone
DSB-89: Design Standard for Bracing. is not sufficient.
BCSI: Building Component Safety Information, jj' (� 20.Design assumes manufacture in accordance with
Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria.
Installing&Bracing of Metal Plate
Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015