RE: 760483_Master - H&H-NC/Wrightsville
Design Code: IRC2009/TPI2007Wind Code: ASCE 7-05 Wind Speed: 130 mphRoof Load: 40.0 psf
Design Program: MiTek 20/20 7.6
1 of 1
IMPORTANT NOTE:
This package includes 40 individual, dated Truss Design Drawings and 0 Additional Drawings.With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheetconforms to sections, R502.11 and R802.10 of the North Carolina State Building Code.
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show SpecialLoading Conditions):
Floor Load: N/A psfDesign Method: MWFRS(low-rise)/C-C hybrid Wind ASCE 7-05
Site Information:
Lot/Block: Project Customer: H and H Project Name: 760483
Subdivision: Address:
State: NCCity: Fayetteville
Name Address and License # of Structural Engineer of Record, If there is one, for the building.Name: License #: Address: City, County: State:
Komnick, Chad
The truss drawing(s) referenced above have been prepared by TrussEngineering Company under my direct supervision based on the parameters provided by Builders FirstSource-Sumter,SC.
Truss Design Engineer's Name: Komnick, ChadMy license renewal date for the state of North Carolina is December 31, 2016.
COA C-0844
Lumber design values are in accordance with ANSI/TPI 1 section 6.3These truss designs rely on lumber values established by others.
The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2.
No. Seal# Job ID# Truss Name1 I26594170 760483_MasterA01
Date4/26/016
2 I26594171 760483_MasterA02 4/26/0163 I26594172 760483_MasterA05 4/26/0164 I26594173 760483_MasterA06 4/26/0165 I26594174 760483_MasterA07 4/26/0166 I26594175 760483_MasterA08 4/26/0167 I26594176 760483_MasterA09 4/26/0168 I26594177 760483_MasterA10 4/26/0169 I26594178 760483_MasterA11 4/26/01610 I26594179 760483_MasterA13 4/26/01611 I26594180 760483_MasterA14 4/26/01612 I26594181 760483_MasterB01 4/26/01613 I26594182 760483_MasterB02 4/26/01614 I26594183 760483_MasterB03 4/26/01615 I26594184 760483_MasterB04 4/26/01616 I26594185 760483_MasterB05 4/26/01617 I26594186 760483_MasterC01 4/26/01618 I26594187 760483_MasterC02 4/26/01619 I26594188 760483_MasterC03 4/26/01620 I26594189 760483_MasterC04 4/26/01621 I26594190 760483_MasterD01 4/26/01622 I26594191 760483_MasterD02 4/26/01623 I26594192 760483_MasterD03 4/26/016
No. Seal# Job ID# Truss Name24 I26594193 760483_MasterD04
Date4/26/016
25 I26594194 760483_MasterFG01 4/26/01626 I26594195 760483_MasterG01 4/26/01627 I26594196 760483_MasterG02 4/26/01628 I26594197 760483_MasterG03 4/26/01629 I26594198 760483_MasterJ01 4/26/01630 I26594199 760483_MasterJ02 4/26/01631 I26594200 760483_MasterM01 4/26/01632 I26594201 760483_MasterM02 4/26/01633 I26594202 760483_MasterPB01 4/26/01634 I26594203 760483_MasterPB02 4/26/01635 I26594204 760483_MasterPB03 4/26/01636 I26594205 760483_MasterPB04 4/26/01637 I26594206 760483_MasterPB05 4/26/01638 I26594207 760483_MasterPB06 4/26/01639 I26594208 760483_MasterV01 4/26/01640 I26594209 760483_MasterV02 4/26/016
818 Soundside RdEdenton, NC 27932
Trenco
April 26,2016
Job
760483_MASTER
Truss
A01
Truss Type
Attic
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594170
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:48 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-8uxRsIlAjy7RCslao5G5?M6oS4LVMOw29ov3hIzMw89
Scale = 1:65.8
A
B
C
D E F
G
L K J I H
M NO
P Q
2x4
6x8 6x8
5x6
4x5
2x6
10x12 8x14 MT18H
2x6 2x6
6x8 3x10 MT20HS
5x6
2x6
5x14
14-0-0
8-2-
410-1-010-1-0
18-2-108-1-10
24-6-86-3-14
29-2-04-7-8
5-2-45-2-4
10-1-04-10-12
11-10-121-9-12
18-1-46-2-8
24-3-126-2-8
24-6-80-2-12
29-2-04-7-8
3-3-
0
11-2
-3
7-11
-5
11-2
-3
8.00 12
Plate Offsets (X,Y)-- [C:0-6-5,0-1-8], [D:0-4-0,0-2-13], [F:0-4-8,0-2-12], [G:Edge,0-1-12], [I:0-5-0,0-7-8], [M:0-2-4,0-1-0], [N:0-2-0,0-1-0], [O:0-5-0,0-2-4]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.920.810.90
DEFL.Vert(LL)Vert(TL)Horz(TL)Attic
in-0.46-0.920.02
-0.29
(loc)I-KI-KH
I-K
l/defl>749>375
n/a601
L/d240180n/a
360
PLATESMT20MT20HSMT18HWeight: 335 lb FT = 20%
GRIP244/190187/143244/190
LUMBER-TOP CHORD 2x6 SP No.2 *Except*
A-D: 2x6 SP No.1BOT CHORD 2x10 SP No.1 *Except*
H-J: 2x10 SP DSSWEBS 2x4 SP No.3 *Except*
C-K,F-I,M-N: 2x6 SP No.2, A-L,G-H,G-I: 2x4 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (4-11-9 max.): D-F.BOT CHORD Rigid ceiling directly applied or 3-5-6 oc bracing.WEBS 1 Row at midpt B-L, G-HJOINTS 1 Brace at Jt(s): O
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. (lb/size) L=1983/0-3-8, H=2245/0-3-8Max Horz L=705(LC 6)Max UpliftL=-240(LC 7), H=-137(LC 6)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-C=-1938/358, C-D=-1598/695, D-E=-1904/983, E-F=-1904/983, F-G=-1616/405,
G-H=-3137/500BOT CHORD L-P=-625/1376, P-Q=-625/1376, K-Q=-625/1376, J-K=-344/1393, I-J=-344/1393WEBS B-K=-233/444, K-M=0/715, C-M=0/749, I-N=-93/429, F-N=0/423, M-O=-566/293,
N-O=-456/100, B-L=-2067/285, G-I=-389/2551, D-O=-802/388, E-O=-287/481, F-O=-987/1024
NOTES- (13)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf.7) Ceiling dead load (5.0 psf) on member(s). M-O, N-O; Wall dead load (10.0psf) on member(s).K-M, I-N8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. I-K9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) L=240,
H=137.10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.12) Attic room checked for L/360 deflection.13) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.Continued on page 2
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
A01
Truss Type
Attic
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594170
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:48 2016 Page 2 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-8uxRsIlAjy7RCslao5G5?M6oS4LVMOw29ov3hIzMw89
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
Job
760483_MASTER
Truss
A02
Truss Type
Attic
Qty
14
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594171
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:48 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-8uxRsIlAjy7RCslao5G5?M6oS4LVMOw29ov3hIzMw89
Scale = 1:65.8
A
B
C
D E F
G
L K J I H
M NO
P Q
2x4
6x8 6x8
5x6
4x5
2x6
10x12 8x14 MT18H
2x6 2x6
6x8 3x10 MT20HS
5x6
2x6
5x14
14-0-0
8-2-
410-1-010-1-0
18-2-108-1-10
24-6-86-3-14
29-2-04-7-8
5-2-45-2-4
10-1-04-10-12
11-10-121-9-12
18-1-46-2-8
24-3-126-2-8
24-6-80-2-12
29-2-04-7-8
3-3-
0
11-2
-3
7-11
-5
11-2
-3
8.00 12
Plate Offsets (X,Y)-- [C:0-6-5,0-1-8], [D:0-4-0,0-2-13], [F:0-4-8,0-2-12], [G:0-2-12,0-2-0], [I:0-5-0,0-7-8], [N:0-2-0,0-1-0], [O:0-7-0,0-2-4]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.920.810.90
DEFL.Vert(LL)Vert(TL)Horz(TL)Attic
in-0.46-0.920.02
-0.29
(loc)I-KI-KH
I-K
l/defl>749>375
n/a601
L/d240180n/a
360
PLATESMT20MT20HSMT18HWeight: 335 lb FT = 20%
GRIP244/190187/143244/190
LUMBER-TOP CHORD 2x6 SP No.2 *Except*
A-D: 2x6 SP No.1BOT CHORD 2x10 SP No.1 *Except*
H-J: 2x10 SP DSSWEBS 2x4 SP No.3 *Except*
C-K,F-I,M-N: 2x6 SP No.2, A-L,G-H,G-I: 2x4 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (4-11-9 max.): D-F.BOT CHORD Rigid ceiling directly applied or 3-5-6 oc bracing.WEBS 1 Row at midpt B-L, G-HJOINTS 1 Brace at Jt(s): O
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. (lb/size) L=1983/0-3-8, H=2245/0-3-8Max Horz L=372(LC 7)Max UpliftL=-213(LC 7), H=-121(LC 7)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-C=-1938/276, C-D=-1598/680, D-E=-1904/971, E-F=-1904/971, F-G=-1616/274,
G-H=-3137/450BOT CHORD L-P=-413/1376, P-Q=-413/1376, K-Q=-413/1376, J-K=-158/1393, I-J=-158/1393WEBS B-K=-185/457, K-M=0/715, C-M=0/749, I-N=-93/480, F-N=0/496, M-O=-491/293,
N-O=-456/95, B-L=-2067/160, G-I=-266/2551, D-O=-728/388, E-O=-287/472, F-O=-952/1024
NOTES- (13)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf.7) Ceiling dead load (5.0 psf) on member(s). M-O, N-O; Wall dead load (10.0psf) on member(s).K-M, I-N8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. I-K9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) L=213,
H=121.10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.12) Attic room checked for L/360 deflection.13) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
A05
Truss Type
ATTIC
Qty
2
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594172
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:49 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-c5Vp4emoUGFIq0KmMonKYZf1NUfc5qzBOSfcDkzMw88
Scale = 1:73.1
A
B
C
D E F
G
H
I
JK
O N M L
PQR
W X Y Z
2x6
6x8 7x8
4x10
8x10
4x5
6x8
8x14 MT18H
4x5
2x6 4x10
4x5
2x6
6x10 MT18H
5x10 MT20HS
2x6
8-2-
4
14-0-0
10-1-010-1-0
18-2-108-1-10
24-6-86-3-14
32-6-128-0-4
39-4-06-9-4
5-2-45-2-4
10-1-04-10-12
11-10-121-9-12
18-1-46-2-8
24-3-126-2-8
24-6-80-2-12
31-9-147-3-6
39-4-07-6-2
40-2-80-10-8
3-3-
0
11-2
-3
1-2-
0
0-4-
3
11-2
-3
8.00 12
Plate Offsets (X,Y)-- [C:0-4-0,0-2-0], [D:0-4-0,0-2-13], [F:0-4-0,0-2-13], [M:0-6-12,0-3-8], [N:0-2-12,0-3-8], [R:0-3-0,0-2-4]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix-M)
0.650.940.97
DEFL.Vert(LL)Vert(TL)Horz(TL)Attic
in-0.36-0.600.09
-0.27
(loc)M-NM-N
JM-N
l/defl>999>653
n/a612
L/d240180n/a
360
PLATESMT20MT20HSMT18HWeight: 371 lb FT = 20%
GRIP244/190187/143244/190
LUMBER-TOP CHORD 2x6 SP No.2BOT CHORD 2x6 SP No.2 *Except*
M-N: 2x10 SP DSS, J-M: 2x6 SP No.1WEBS 2x4 SP No.3 *Except*
C-N,F-M,P-Q: 2x6 SP No.2, A-O: 2x4 SP No.2SLIDER Right 2x4 SP No.2 2-6-0
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except
end verticals, and 2-0-0 oc purlins (4-7-1 max.): D-F.BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.WEBS 1 Row at midpt P-R, B-OJOINTS 1 Brace at Jt(s): R
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. (lb/size) L=1247/0-5-8, J=1441/0-3-0, O=2481/0-3-8 (req. 0-3-14)Max Horz O=-501(LC 5)Max UpliftL=-1037(LC 5), J=-627(LC 7), O=-353(LC 7)Max Grav L=1577(LC 13), J=1441(LC 1), O=2481(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-C=-2715/550, C-D=-1528/684, D-E=-2310/1087, E-F=-2310/1087, F-G=-2577/601,
G-H=-2697/555, H-I=-1930/839, I-J=-712/432BOT CHORD O-W=-526/1822, W-X=-526/1822, N-X=-526/1822, M-N=-377/2181, M-Y=-578/1660,
Y-Z=-578/1660, L-Z=-578/1660, J-L=-662/1552WEBS B-N=-136/546, N-P=-9/820, C-P=0/852, M-Q=-133/921, F-Q=0/977, H-M=-189/818,
H-L=-1529/806, P-R=-757/75, Q-R=-320/64, B-O=-2819/438, D-R=-689/953, F-R=-850/497, E-R=-312/476
NOTES- (14)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf.7) Ceiling dead load (5.0 psf) on member(s). P-R, Q-R; Wall dead load (10.0psf) on member(s).N-P, M-Q8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. M-N9) WARNING: Required bearing size at joint(s) O greater than input bearing size.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
L=1037, J=627, O=353.11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
A05
Truss Type
ATTIC
Qty
2
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594172
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:49 2016 Page 2 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-c5Vp4emoUGFIq0KmMonKYZf1NUfc5qzBOSfcDkzMw88
NOTES- (14)13) Attic room checked for L/360 deflection.14) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the
building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
Job
760483_MASTER
Truss
A06
Truss Type
ATTIC
Qty
4
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594173
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:50 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-4H3CH_nQFZN8SAvywWIZ4nC7ru1jqIaLc6OAlBzMw87
Scale = 1:85.1
AB
C
D
E
F
G H I
JK
L
M
N
R Q P O
S
TU
V W
4x10
7x8 7x8
4x10
5x10 MT20HS
4x5
4x5
8x10
4x5
2x6
6x8
8x14 MT18H
4x5
2x6
5x10 MT20HS
4x5
4x5
2x6 5x10 MT20HS
2x6
8-2-
4
14-0-0
6-8-106-8-10
13-2-86-5-14
21-4-28-1-10
27-8-06-3-14
35-8-48-0-4
42-5-86-9-4
-0-10-80-10-8
6-8-106-8-10
13-2-86-5-14
15-0-41-9-12
21-2-126-2-8
27-5-46-2-8
27-8-00-2-12
34-11-67-3-6
42-5-87-6-2
43-4-00-10-8
1-2-
00-
4-3
11-2
-3
1-2-
0
0-4-
3
11-2
-3
8.00 12
Plate Offsets (X,Y)-- [B:0-6-14,0-1-1], [F:0-4-0,0-2-0], [G:0-5-12,0-4-0], [I:0-4-12,0-3-4], [O:0-3-8,0-0-8], [P:0-6-12,0-3-8], [Q:0-2-12,0-3-8], [T:0-2-0,0-1-0], [U:0-5-0,0-2-4]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.990.760.95
DEFL.Vert(LL)Vert(TL)Horz(TL)Attic
in-0.49-0.940.11
-0.32
(loc)P-QP-Q
MP-Q
l/defl>870>457
n/a528
L/d240180n/a
360
PLATESMT20MT20HSMT18HWeight: 394 lb FT = 20%
GRIP244/190187/143244/190
LUMBER-TOP CHORD 2x6 SP No.2 *Except*
A-E,J-N: 2x6 SP No.1BOT CHORD 2x6 SP No.2 *Except*
P-Q: 2x10 SP DSS, M-P: 2x6 SP DSSWEBS 2x4 SP No.3 *Except*
F-Q,I-P,S-T: 2x6 SP No.2SLIDER Left 2x6 SP No.2 4-0-7, Right 2x4 SP No.2 4-6-1
BRACING-TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (4-0-14 max.): G-I.BOT CHORD Rigid ceiling directly applied or 7-8-2 oc bracing.WEBS 1 Row at midpt K-P, S-UJOINTS 1 Brace at Jt(s): U
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. (lb/size) B=2619/0-5-8, O=342/0-5-8, M=2376/0-3-0 (req. 0-3-12)Max Horz B=-528(LC 5)Max UpliftB=-549(LC 7), O=-1193(LC 5), M=-869(LC 7)Max Grav B=2619(LC 1), O=911(LC 13), M=2376(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-C=-3914/799, C-D=-3794/835, D-E=-3545/719, E-F=-3371/757, F-G=-1778/714,
G-H=-2621/1144, H-I=-2621/1144, I-J=-3397/819, J-K=-3473/773, K-L=-3424/1141, L-M=-3469/1115
BOT CHORD B-R=-777/3036, Q-R=-777/3036, P-Q=-520/2894, P-V=-800/2733, V-W=-800/2731, O-W=-800/2731, M-O=-910/2742
WEBS D-R=0/290, D-Q=-312/508, Q-S=-59/1128, F-S=0/1161, P-T=-245/1380, I-T=-84/1448, K-P=-287/675, K-O=-936/992, S-U=-1182/193, T-U=-514/98, G-U=-647/962, H-U=-268/482, I-U=-836/313
NOTES- (14)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf.7) Ceiling dead load (5.0 psf) on member(s). S-U, T-U; Wall dead load (10.0psf) on member(s).Q-S, P-T8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. P-Q9) WARNING: Required bearing size at joint(s) M greater than input bearing size.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=549,
O=1193, M=869.11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
Continued on page 2
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
A06
Truss Type
ATTIC
Qty
4
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594173
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:50 2016 Page 2 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-4H3CH_nQFZN8SAvywWIZ4nC7ru1jqIaLc6OAlBzMw87
NOTES- (14)12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.13) Attic room checked for L/360 deflection.14) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the
building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
Job
760483_MASTER
Truss
A07
Truss Type
ATTIC
Qty
2
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594174
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:50 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-4H3CH_nQFZN8SAvywWIZ4nC7yuzTqIfLc6OAlBzMw87
Scale = 1:81.5
AB
C
D
E
F G
HI
J
K
Q P O N M L
RS7x8
8x10 10x12
7x8
5x6
2x6 10x12
8x10
10x12
7x8
3x6 7x14 MT20HS
8x10
3x10 MT20HS6x8
8x14 MT18H
7x8 8-
2-4
14-0-0
6-8-106-8-10
13-2-86-5-14
21-4-28-1-10
27-8-06-3-14
35-8-48-0-4
42-5-86-9-4
-0-10-80-10-8
6-8-106-8-10
13-2-86-5-14
15-0-41-9-12
21-2-126-2-8
27-5-46-2-8
27-8-00-2-12
34-11-67-3-6
42-5-87-6-2
43-4-00-10-8
1-2-
00-
4-3
11-2
-3
1-2-
0
0-4-
3
11-2
-3
8.00 12
Plate Offsets (X,Y)-- [B:0-0-0,0-2-4], [E:0-5-0,0-5-4], [F:0-7-8,0-5-8], [G:0-8-12,0-5-0], [I:0-4-0,0-5-4], [J:0-0-0,0-2-8], [L:0-4-12,0-0-8], [N:0-5-8,0-8-0], [P:0-5-8,0-7-12]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
3-2-01.151.15NO
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.980.970.94
DEFL.Vert(LL)Vert(TL)Horz(TL)Attic
in-0.47-0.880.11
-0.33
(loc)N-PN-P
JN-P
l/defl>899>485
n/a533
L/d240180n/a
360
PLATESMT20MT20HSMT18HWeight: 455 lb FT = 20%
GRIP244/190187/143244/190
LUMBER-TOP CHORD 2x8 SP No.2 *Except*
F-G: 2x8 SP DSSBOT CHORD 2x10 SP No.1 *Except*
M-O: 2x10 SP DSSWEBS 2x4 SP No.3 *Except*
E-P,G-N,E-R: 2x6 SP No.2
BRACING-TOP CHORD 2-0-0 oc purlins (2-1-4 max.)
(Switched from sheeted: Spacing > 2-8-0).BOT CHORD Rigid ceiling directly applied or 5-8-13 oc bracing.WEBS 1 Row at midpt I-L, E-SJOINTS 1 Brace at Jt(s): F, G, R, S
REACTIONS. (lb/size) L=983/0-5-8, J=3275/0-3-0 (req. 0-5-2), B=4081/0-5-8 (req. 0-6-6)Max Horz B=-821(LC 3)Max UpliftL=-1773(LC 3), J=-1057(LC 5), B=-803(LC 5)Max Grav L=1688(LC 11), J=3275(LC 1), B=4081(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-C=-6094/972, C-D=-5653/675, D-E=-5364/730, E-F=-2770/1415, F-G=-3676/746,
G-H=-5140/892, H-I=-5498/819, I-J=-4753/1455BOT CHORD B-Q=-1169/4783, P-Q=-1170/4783, O-P=-717/4463, N-O=-717/4463, M-N=-1005/3880,
L-M=-1005/3880, J-L=-1149/3785WEBS C-Q=-131/462, C-P=-520/873, E-P=-59/1578, N-R=-252/2134, G-R=0/2232, I-N=-421/1092,
I-L=-2000/1347, E-S=-1844/82, R-S=-597/83, F-S=0/1095
NOTES- (14)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end
vertical left and right exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf 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.7) Ceiling dead load (5.0 psf) on member(s). E-S, R-S; Wall dead load (10.0psf) on member(s).E-P, N-R8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. N-P9) WARNING: Required bearing size at joint(s) J, B greater than input bearing size.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
L=1773, J=1057, B=803.11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.13) Attic room checked for L/360 deflection.14) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.Continued on page 2
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
A07
Truss Type
ATTIC
Qty
2
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594174
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:50 2016 Page 2 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-4H3CH_nQFZN8SAvywWIZ4nC7yuzTqIfLc6OAlBzMw87
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
Job
760483_MASTER
Truss
A08
Truss Type
ATTIC
Qty
2
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594175
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:51 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-ZTdaVKo20tV?3KU8TDpod_kNlIJJZnsUrm8jHdzMw86
Scale = 1:83.7
AB
C
D
E
F G H
I
J
K
L
M
SR
Q P O N
TU
V
5x8
6x8 8x14 MT18H
4x10
2x6
6x8
10x12
3x10 MT20HS 10x12
4x5
8x10
8x14 MT18H
7x8
7x10
4x6
4x6
3x10 MT20HS5x14
6x8
2x6
2x6
8-2-
4
14-0-0
5-2-85-2-8
13-2-88-0-0
24-2-1211-0-4
27-8-03-5-4
32-4-84-8-8
42-5-810-1-0
-0-10-80-10-8
5-2-85-2-8
13-2-88-0-0
13-5-40-2-12
15-0-4
1-7-0
21-2-126-2-8
27-5-46-2-8
27-8-00-2-12
32-4-84-8-8
36-2-73-9-15
42-5-86-3-1
1-2-
00-
4-3
11-2
-3
1-2-
0
11-2
-3
8.00 12
Plate Offsets (X,Y)-- [B:0-9-4,Edge], [F:0-4-4,0-3-0], [H:0-10-4,0-3-0], [M:0-6-14,0-0-1], [N:0-4-12,0-3-8], [O:0-5-8,0-8-0], [Q:0-7-12,0-1-8], [S:0-3-8,0-3-0], [U:0-7-0,0-2-4]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
3-2-01.151.15NO
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.660.990.82
DEFL.Vert(LL)Vert(TL)Horz(TL)Attic
in-0.47-0.860.14
-0.29
(loc)O-QO-Q
MO-Q
l/defl>697>383
n/a595
L/d240180n/a
360
PLATESMT20MT20HSMT18HWeight: 430 lb FT = 20%
GRIP244/190187/143244/190
LUMBER-TOP CHORD 2x6 SP DSS *Except*
F-H: 2x6 SP No.2BOT CHORD 2x10 SP DSS *Except*
B-R: 2x10 SP No.1, M-N: 2x6 SP No.1WEBS 2x4 SP No.3 *Except*
E-Q,E-T: 2x6 SP No.2, H-O: 2x6 SP No.1, F-U,H-U: 2x4 SP No.2WEDGELeft: 2x10 SP No.1SLIDER Right 2x6 SP No.2 3-9-4
BRACING-TOP CHORD 2-0-0 oc purlins (2-10-12 max.)
(Switched from sheeted: Spacing > 2-8-0).BOT CHORD Rigid ceiling directly applied or 5-4-4 oc bracing.WEBS 1 Row at midpt E-S, I-N, H-U
2 Rows at 1/3 pts E-UJOINTS 1 Brace at Jt(s): F, H, T, U
REACTIONS. All bearings Mechanical except (jt=length) B=0-7-0 (input: 0-5-8).(lb) - Max Horz B=-838(LC 3)
Max Uplift All uplift 100 lb or less at joint(s) except O=-1319(LC 10), N=-526(LC 6), B=-932(LC 5), M=-635(LC 5)
Max Grav All reactions 250 lb or less at joint(s) except O=883(LC 5), N=1554(LC 1), B=4477(LC 1), M=3637(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-C=-6564/1096, C-D=-6364/1620, D-E=-6114/1670, E-F=-2341/992, F-G=-4528/1801,
G-H=-4528/1801, H-I=-6043/1251, I-J=-4941/981, J-K=-5046/943, K-L=-5225/981, L-M=-5413/935
BOT CHORD B-S=-1305/5087, S-V=-933/4977, R-V=-933/4977, Q-R=-933/4977, P-Q=-933/4977, O-P=-933/4977, N-O=-711/4148, M-N=-569/4134
WEBS C-S=-165/835, E-S=-944/418, E-Q=0/1621, O-T=-601/2707, H-T=-346/2824, I-O=-385/1569, I-N=-2230/404, E-U=-2991/774, T-U=-697/109, F-U=-1034/2633, H-U=-1483/489, G-U=-508/705, K-N=-232/595
NOTES- (16)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end
vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf.7) Ceiling dead load (5.0 psf) on member(s). E-U, T-U; Wall dead load (10.0psf) on member(s).E-Q, O-T8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. O-Q9) WARNING: Required bearing size at joint(s) B greater than input bearing size.
Continued on page 2
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
A08
Truss Type
ATTIC
Qty
2
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594175
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:51 2016 Page 2 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-ZTdaVKo20tV?3KU8TDpod_kNlIJJZnsUrm8jHdzMw86
NOTES- (16)10) Refer to girder(s) for truss to truss connections.11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1319 lb uplift at joint O, 526 lb uplift at joint N, 932 lb uplift at joint B and 635 lb uplift
at joint M.12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.14) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must
provide for uplift reactions indicated.15) Attic room checked for L/360 deflection.16) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the
building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
Job
760483_MASTER
Truss
A09
Truss Type
ATTIC
Qty
6
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594176
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:52 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-1fAyigpgnBdshU3L1xK1ACHXEig0IBRd4QtGq3zMw85
Scale = 1:78.5
A
B
C
D
E
F G H
I
J
K
L
M
SR
Q P O N
TU
AC
4x10
6x8 7x8
4x10
2x6
6x8
7x8
2x6 10x12
4x5
8x10 6x8 8x10 4x10
4x6
3x10 MT20HS5x14
8x14 MT18H
2x6
2x6
8-2-
4
14-0-0
5-2-85-2-8
13-2-88-0-0
24-2-1211-0-4
27-8-03-5-4
32-4-84-8-8
42-5-810-1-0
-0-10-80-10-8
5-2-85-2-8
13-2-88-0-0
13-5-40-2-12
15-0-4
1-7-0
21-2-126-2-8
27-5-46-2-8
27-8-00-2-12
32-4-84-8-8
36-2-73-9-15
42-5-86-3-1
1-2-
00-
4-3
11-2
-3
1-2-
0
11-2
-3
8.00 12
Plate Offsets (X,Y)-- [B:0-0-0,0-1-9], [E:0-2-0,0-2-4], [F:0-4-0,0-2-13], [H:0-4-0,0-2-13], [N:0-4-12,0-3-8], [O:0-5-8,0-7-8], [S:0-3-8,0-3-0], [U:0-7-0,0-2-4]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix-M)
0.740.900.99
DEFL.Vert(LL)Vert(TL)Horz(TL)Attic
in-0.50-0.890.120.18
(loc)P-Q
QM
O-P
l/defl>583>327
n/a458
L/d240180n/a
360
PLATESMT20MT20HSMT18HWeight: 421 lb FT = 20%
GRIP244/190187/143244/190
LUMBER-TOP CHORD 2x6 SP No.2BOT CHORD 2x10 SP No.1 *Except*
M-N: 2x6 SP No.2, N-P: 2x10 SP DSSWEBS 2x4 SP No.3 *Except*
E-Q,H-O,E-T: 2x6 SP No.2WEDGELeft: 2x4 SP No.3SLIDER Right 2x4 SP No.2 2-6-0
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins, except
2-0-0 oc purlins (4-5-15 max.): F-H.BOT CHORD Rigid ceiling directly applied or 6-0-8 oc bracing.WEBS 1 Row at midpt E-S, I-O, E-UJOINTS 1 Brace at Jt(s): U
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. (lb/size) B=2501/0-5-8, M=2194/Mechanical, P=733/0-5-8Max Horz B=513(LC 6)Max UpliftB=-588(LC 7), M=-454(LC 7), P=-429(LC 5)Max Grav B=2506(LC 12), M=2194(LC 1), P=978(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-C=-3620/820, C-D=-3697/1131, D-E=-3533/1160, E-F=-1348/667, F-G=-2368/1153,
G-H=-2368/1153, H-I=-3144/902, I-J=-2877/892, J-K=-2944/868, K-L=-3108/901, L-M=-824/100
BOT CHORD B-S=-845/2940, S-AC=-592/2594, R-AC=-592/2594, Q-R=-592/2594, P-Q=-580/2619, O-P=-580/2619, N-O=-404/2447, M-N=-580/2456
WEBS C-S=-436/571, E-S=-607/544, E-Q=0/782, O-T=-375/1256, H-T=-219/1342, I-O=-488/627, I-N=-839/470, E-U=-1470/428, T-U=-558/104, F-U=-687/1265, H-U=-898/414, G-U=-320/462, K-N=-126/329
NOTES- (14)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf.7) Ceiling dead load (5.0 psf) on member(s). E-U, T-U; Wall dead load (10.0psf) on member(s).E-Q, O-T8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. P-Q, O-P9) Refer to girder(s) for truss to truss connections.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 588 lb uplift at joint B, 454 lb uplift at joint
M and 429 lb uplift at joint P.Continued on page 2
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
A09
Truss Type
ATTIC
Qty
6
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594176
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:52 2016 Page 2 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-1fAyigpgnBdshU3L1xK1ACHXEig0IBRd4QtGq3zMw85
NOTES- (14)11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.13) Attic room checked for L/360 deflection.14) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the
building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
Job
760483_MASTER
Truss
A10
Truss Type
ATTIC
Qty
14
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594177
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:53 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-VskKv0pIYUmjJdeXberGiPpiz50F1egnJ4dqMWzMw84
Scale = 1:76.5
A
B
C
D
E F G
H
I
J
KL
RQ
P O N M
ST
AB
4x10
6x8 7x8
4x10
2x6
6x8
7x8
2x6 10x12
4x5
8x10 6x8 8x10 4x10
4x6
3x10 MT20HS5x14
8x14 MT18H
2x6
2x6
8-2-
4
14-0-0
5-2-85-2-8
13-2-88-0-0
24-2-1211-0-4
27-8-03-5-4
32-4-84-8-8
42-5-810-1-0
5-2-85-2-8
13-2-88-0-0
13-5-40-2-12
15-0-4
1-7-0
21-2-126-2-8
27-5-46-2-8
27-8-00-2-12
32-4-84-8-8
36-2-73-9-15
42-5-86-3-1
1-2-
0
11-2
-3
1-2-
0
11-2
-3
8.00 12
Plate Offsets (X,Y)-- [A:0-0-0,0-1-9], [D:0-2-0,0-2-4], [E:0-4-0,0-2-13], [G:0-4-0,0-2-13], [M:0-4-12,0-3-8], [N:0-5-8,0-7-8], [R:0-3-8,0-3-0], [T:0-7-0,0-2-4]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix-M)
0.740.900.99
DEFL.Vert(LL)Vert(TL)Horz(TL)Attic
in-0.50-0.890.120.18
(loc)O-P
PL
N-O
l/defl>583>327
n/a458
L/d240180n/a
360
PLATESMT20MT20HSMT18HWeight: 419 lb FT = 20%
GRIP244/190187/143244/190
LUMBER-TOP CHORD 2x6 SP No.2BOT CHORD 2x10 SP No.1 *Except*
L-M: 2x6 SP No.2, M-O: 2x10 SP DSSWEBS 2x4 SP No.3 *Except*
D-P,G-N,D-S: 2x6 SP No.2WEDGELeft: 2x4 SP No.3SLIDER Right 2x4 SP No.2 2-6-0
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins, except
2-0-0 oc purlins (4-5-15 max.): E-G.BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing.WEBS 1 Row at midpt D-R, H-N, D-TJOINTS 1 Brace at Jt(s): T
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. (lb/size) A=2457/Mechanical, L=2194/Mechanical, O=733/0-5-8Max Horz A=497(LC 6)Max UpliftA=-530(LC 7), L=-455(LC 7), O=-429(LC 5)Max Grav A=2463(LC 12), L=2194(LC 1), O=978(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD A-B=-3623/820, B-C=-3702/1132, C-D=-3538/1161, D-E=-1349/667, E-F=-2369/1153,
F-G=-2369/1153, G-H=-3145/903, H-I=-2879/893, I-J=-2945/869, J-K=-3109/901, K-L=-825/100
BOT CHORD A-R=-845/2944, R-AB=-593/2595, Q-AB=-593/2595, P-Q=-593/2595, O-P=-580/2620, N-O=-580/2620, M-N=-404/2448, L-M=-580/2457
WEBS B-R=-440/573, D-R=-610/548, D-P=0/782, N-S=-376/1257, G-S=-219/1343, H-N=-488/627, H-M=-840/470, D-T=-1470/429, S-T=-558/104, E-T=-687/1265, G-T=-898/414, F-T=-320/462, J-M=-126/329
NOTES- (14)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf.7) Ceiling dead load (5.0 psf) on member(s). D-T, S-T; Wall dead load (10.0psf) on member(s).D-P, N-S8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. O-P, N-O9) Refer to girder(s) for truss to truss connections.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 530 lb uplift at joint A, 455 lb uplift at joint L
and 429 lb uplift at joint O.Continued on page 2
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
A10
Truss Type
ATTIC
Qty
14
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594177
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:53 2016 Page 2 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-VskKv0pIYUmjJdeXberGiPpiz50F1egnJ4dqMWzMw84
NOTES- (14)11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.13) Attic room checked for L/360 deflection.14) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the
building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
Job
760483_MASTER
Truss
A11
Truss Type
ATTIC
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594178
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:53 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-VskKv0pIYUmjJdeXberGiPpiz50F1egnJ4dqMWzMw84
Scale = 1:76.5
A
B
C
D
E F G
H
I
J
KL
RQ
P O N M
ST
AB
4x10
6x8 7x8
4x10
2x6
6x8
7x8
2x6 10x12
4x5
8x10 6x8 8x10 4x10
4x6
3x10 MT20HS5x14
8x14 MT18H
2x6
2x6
8-2-
4
14-0-0
5-2-85-2-8
13-2-88-0-0
24-2-1211-0-4
27-8-03-5-4
32-4-84-8-8
42-5-810-1-0
5-2-85-2-8
13-2-88-0-0
13-5-40-2-12
15-0-4
1-7-0
21-2-126-2-8
27-5-46-2-8
27-8-00-2-12
32-4-84-8-8
36-2-73-9-15
42-5-86-3-1
1-2-
0
11-2
-3
1-2-
0
11-2
-3
8.00 12
Plate Offsets (X,Y)-- [A:0-0-0,0-1-9], [D:0-2-0,0-2-4], [E:0-4-0,0-2-13], [G:0-4-0,0-2-13], [M:0-4-12,0-3-8], [N:0-5-8,0-7-8], [R:0-3-8,0-3-0], [T:0-7-0,0-2-4]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix-M)
0.740.900.99
DEFL.Vert(LL)Vert(TL)Horz(TL)Attic
in-0.50-0.890.120.18
(loc)O-P
PL
N-O
l/defl>583>327
n/a458
L/d240180n/a
360
PLATESMT20MT20HSMT18HWeight: 419 lb FT = 20%
GRIP244/190187/143244/190
LUMBER-TOP CHORD 2x6 SP No.2BOT CHORD 2x10 SP No.1 *Except*
L-M: 2x6 SP No.2, M-O: 2x10 SP DSSWEBS 2x4 SP No.3 *Except*
D-P,G-N,D-S: 2x6 SP No.2WEDGELeft: 2x4 SP No.3SLIDER Right 2x4 SP No.2 2-6-0
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins, except
2-0-0 oc purlins (4-5-15 max.): E-G.BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing.WEBS 1 Row at midpt D-R, H-N, D-TJOINTS 1 Brace at Jt(s): T
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. (lb/size) A=2457/Mechanical, L=2194/Mechanical, O=733/0-5-8Max Horz A=497(LC 6)Max UpliftA=-530(LC 7), L=-455(LC 7), O=-429(LC 5)Max Grav A=2463(LC 12), L=2194(LC 1), O=978(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD A-B=-3623/820, B-C=-3702/1132, C-D=-3538/1161, D-E=-1349/667, E-F=-2369/1153,
F-G=-2369/1153, G-H=-3145/903, H-I=-2879/893, I-J=-2945/869, J-K=-3109/901, K-L=-825/100
BOT CHORD A-R=-845/2944, R-AB=-593/2595, Q-AB=-593/2595, P-Q=-593/2595, O-P=-580/2620, N-O=-580/2620, M-N=-404/2448, L-M=-580/2457
WEBS B-R=-440/573, D-R=-610/548, D-P=0/782, N-S=-376/1257, G-S=-219/1343, H-N=-488/627, H-M=-840/470, D-T=-1470/429, S-T=-558/104, E-T=-687/1265, G-T=-898/414, F-T=-320/462, J-M=-126/329
NOTES- (14)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf.7) Ceiling dead load (5.0 psf) on member(s). D-T, S-T; Wall dead load (10.0psf) on member(s).D-P, N-S8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. O-P, N-O9) Refer to girder(s) for truss to truss connections.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 530 lb uplift at joint A, 455 lb uplift at joint L
and 429 lb uplift at joint O.Continued on page 2
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
A11
Truss Type
ATTIC
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594178
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:53 2016 Page 2 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-VskKv0pIYUmjJdeXberGiPpiz50F1egnJ4dqMWzMw84
NOTES- (14)11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.13) Attic room checked for L/360 deflection.14) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the
building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
Job
760483_MASTER
Truss
A13
Truss Type
Attic
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594179
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:54 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-z2Ii7LqxJouawnDj9MNVFdMq_VO3m4nwXkMNuyzMw83
Scale = 1:67.0
A
B
C
D E F G
H
M L K J I
N OP
Q R
2x4
6x8 6x8
5x6
4x5
6x8
2x6
10x12 7x14 MT20HS
2x6
6x8 3x10 MT20HS
5x6
2x6
5x10 MT20HS
8-2-
4
14-0-0
10-1-010-1-0
18-2-108-1-10
24-6-86-3-14
29-2-04-7-8
5-2-45-2-4
10-1-04-10-12
12-1-32-0-3
18-1-46-0-1
24-1-56-0-1
24-6-80-5-3
29-2-04-7-8
3-3-
0
11-3
-13
7-11
-5
11-3
-13
8.00 12
Plate Offsets (X,Y)-- [C:0-4-0,0-2-0], [D:0-4-0,0-2-13], [F:0-5-8,0-3-12], [H:Edge,0-1-12], [J:0-4-12,0-7-8], [O:0-2-0,0-1-0], [P:0-2-12,0-2-4]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.920.801.00
DEFL.Vert(LL)Vert(TL)Horz(TL)Attic
in-0.46-0.920.02
-0.29
(loc)J-LJ-L
IJ-L
l/defl>747>376
n/a604
L/d240180n/a
360
PLATESMT20MT20HS
Weight: 335 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x6 SP No.2 *Except*
A-D: 2x6 SP No.1BOT CHORD 2x10 SP No.1 *Except*
I-K: 2x10 SP DSSWEBS 2x4 SP No.3 *Except*
C-L,G-J,N-O: 2x6 SP No.2, A-M,H-I,H-J: 2x4 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (5-1-1 max.): D-F.BOT CHORD Rigid ceiling directly applied or 3-6-12 oc bracing.WEBS 1 Row at midpt N-P, B-M, H-IJOINTS 1 Brace at Jt(s): P
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. (lb/size) M=1983/0-3-8, I=2245/0-3-8Max Horz M=712(LC 6)Max UpliftM=-241(LC 7), I=-123(LC 6)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-C=-1943/360, C-D=-1499/646, D-E=-1710/897, E-F=-1710/897, F-G=-1034/487,
G-H=-1606/396, H-I=-3121/484BOT CHORD M-Q=-628/1379, Q-R=-628/1379, L-R=-628/1379, K-L=-348/1404, J-K=-348/1404WEBS B-L=-233/442, L-N=0/718, C-N=0/748, J-O=-109/468, G-O=0/477, N-P=-517/165,
O-P=-523/170, B-M=-2072/289, H-J=-403/2560, D-P=-734/315, E-P=-254/483, F-P=-943/893
NOTES- (13)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf.7) Ceiling dead load (5.0 psf) on member(s). N-P, O-P; Wall dead load (10.0psf) on member(s).L-N, J-O8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. J-L9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint M and 123 lb uplift at
joint I.10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.12) Attic room checked for L/360 deflection.13) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.Continued on page 2
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
A13
Truss Type
Attic
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594179
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:54 2016 Page 2 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-z2Ii7LqxJouawnDj9MNVFdMq_VO3m4nwXkMNuyzMw83
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
Job
760483_MASTER
Truss
A14
Truss Type
ATTIC
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594180
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:55 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-REs5KhrZ460RYxowi3uknqv2Hvj7VYo4mN6xROzMw82
Scale = 1:79.4
A
B
C
D
E F G H
I
J
K
L
M
SR
Q P O N
TU
AC
4x10
6x8 8x12
4x10
2x6
6x8
7x8
2x6 10x12
4x5
8x10 6x8 8x10 4x10
4x5
3x10 MT20HS5x10 MT20HS
8x14 MT18H
2x6
2x6
8-2-
4
14-0-0
5-2-85-2-8
13-2-88-0-0
24-2-1211-0-4
27-8-03-5-4
32-4-84-8-8
42-5-810-1-0
5-2-85-2-8
13-2-88-0-0
13-5-40-2-12
15-2-11
1-9-7
21-2-126-0-1
27-2-136-0-1
27-8-00-5-3
32-4-84-8-8
36-2-73-9-15
42-5-86-3-1
1-2-
0
11-3
-13
1-2-
0
11-3
-13
8.00 12
Plate Offsets (X,Y)-- [A:0-0-0,0-1-9], [D:0-2-0,0-2-4], [E:0-4-0,0-2-13], [G:0-7-12,0-3-12], [N:0-4-12,0-3-8], [O:0-5-8,0-7-8], [S:0-3-8,0-3-0], [U:0-5-0,0-2-4]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix-M)
0.750.870.95
DEFL.Vert(LL)Vert(TL)Horz(TL)Attic
in-0.51-0.920.120.17
(loc)P-Q
QM
O-P
l/defl>567>316
n/a485
L/d240180n/a
360
PLATESMT20MT20HSMT18HWeight: 419 lb FT = 20%
GRIP244/190187/143244/190
LUMBER-TOP CHORD 2x6 SP No.2BOT CHORD 2x10 SP No.1 *Except*
M-N: 2x6 SP No.2, N-P: 2x10 SP DSSWEBS 2x4 SP No.3 *Except*
D-Q,D-T: 2x6 SP No.2, H-O: 2x6 SP No.1WEDGELeft: 2x4 SP No.3SLIDER Right 2x4 SP No.2 2-6-0
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-6-3 oc purlins, except
2-0-0 oc purlins (4-3-10 max.): E-G.BOT CHORD Rigid ceiling directly applied or 6-2-6 oc bracing.WEBS 1 Row at midpt D-S, I-O, D-UJOINTS 1 Brace at Jt(s): U
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. (lb/size) A=2420/Mechanical, M=2144/Mechanical, P=820/0-5-8Max Horz A=504(LC 6)Max UpliftA=-522(LC 7), M=-444(LC 7), P=-404(LC 5)Max Grav A=2426(LC 12), M=2144(LC 1), P=1049(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD A-B=-3575/806, B-C=-3657/1120, C-D=-3492/1148, D-E=-1309/639, E-F=-2121/1054,
F-G=-2121/1054, G-H=-1781/760, H-I=-3053/873, I-J=-2793/871, J-K=-2866/847, K-L=-3029/880, L-M=-807/96
BOT CHORD A-S=-839/2905, S-AC=-588/2529, R-AC=-588/2529, Q-R=-588/2529, P-Q=-575/2552, O-P=-575/2552, N-O=-387/2388, M-N=-563/2392
WEBS B-S=-446/576, D-S=-622/589, D-Q=0/751, O-T=-361/1224, H-T=-192/1251, I-O=-499/600, I-N=-819/465, D-U=-1439/411, T-U=-608/128, E-U=-588/1055, G-U=-839/286, F-U=-263/473, K-N=-122/331
NOTES- (14)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf.7) Ceiling dead load (5.0 psf) on member(s). D-U, T-U; Wall dead load (10.0psf) on member(s).D-Q, O-T8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. P-Q, O-P9) Refer to girder(s) for truss to truss connections.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 522 lb uplift at joint A, 444 lb uplift at joint
M and 404 lb uplift at joint P.Continued on page 2
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
A14
Truss Type
ATTIC
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594180
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:55 2016 Page 2 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-REs5KhrZ460RYxowi3uknqv2Hvj7VYo4mN6xROzMw82
NOTES- (14)11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.13) Attic room checked for L/360 deflection.14) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the
building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
Job
760483_MASTER
Truss
B01
Truss Type
GABLE
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594181
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:55 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-REs5KhrZ460RYxowi3uknqv9svtAVkn4mN6xROzMw82
Scale = 1:65.0
AB
C
D
E
F
GH I J
K
L
M
N
OP
AC AB AA Z Y X W V U T S R Q
2x6
3x6
4x6 4x6
3x4
3x4
3x6
6x8
3-4-0
22-5-022-5-0
-0-10-80-10-8
9-0-89-0-8
13-4-84-4-0
22-5-09-0-8
23-3-80-10-8
1-6-
0
10-6
-8
1-6-
0
10-6
-8
12.00 12
Plate Offsets (X,Y)-- [G:0-2-8,Edge], [J:0-2-8,Edge], [AB:0-3-8,0-3-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.270.230.18
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.00-0.010.01
(loc)PPQ
l/defln/rn/rn/a
L/d12090n/a
PLATESMT20
Weight: 181 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.2 *Except*
B-AB: 2x4 SP No.3OTHERS 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (10-0-0 max.): G-J.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.WEBS 1 Row at midpt H-X, F-Y, I-V, K-U
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. All bearings 22-5-0.(lb) - Max Horz AC=-543(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) except AC=-699(LC 5), Q=-116(LC 6), X=-182(LC 6), Y=-147(LC 7), Z=-235(LC 7), AA=-221(LC 7), AB=-560(LC 6), V=-107(LC 6), U=-121(LC 8), T=-252(LC 8), S=-184(LC 8), R=-398(LC 8)
Max Grav All reactions 250 lb or less at joint(s) Q, Y, Z, AA, U, T, S, R except AC=795(LC 6), X=346(LC 11), AB=425(LC 5), V=349(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-AC=-773/692, B-C=-526/490, C-D=-433/471, D-E=-304/449, E-F=-178/541, F-G=-69/599,
G-H=-3/488, H-I=-3/488, I-J=-3/488, J-K=-29/581, K-L=-42/465, L-M=-40/260BOT CHORD AB-AC=-492/518WEBS H-X=-291/220, E-Z=-123/260, I-V=-261/145, L-T=-123/272, N-R=-85/285, B-AB=-471/620
NOTES- (14)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.5) All plates are 2x4 MT20 unless otherwise indicated.6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).8) Gable studs spaced at 2-0-0 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 20.0psf 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, with BCDL = 10.0psf.11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 699 lb uplift at joint AC, 116 lb uplift at joint
Q, 182 lb uplift at joint X, 147 lb uplift at joint Y, 235 lb uplift at joint Z, 221 lb uplift at joint AA, 560 lb uplift at joint AB, 107 lb uplift atjoint V, 121 lb uplift at joint U, 252 lb uplift at joint T, 184 lb uplift at joint S and 398 lb uplift at joint R.
Continued on page 2
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
B01
Truss Type
GABLE
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594181
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:55 2016 Page 2 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-REs5KhrZ460RYxowi3uknqv9svtAVkn4mN6xROzMw82
NOTES- (14)12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.14) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the
building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
Job
760483_MASTER
Truss
B02
Truss Type
PIGGYBACK BASE
Qty
3
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594182
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:56 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-vRQTY1sBqP8IA5N6GmPzK2REgJ3RE72D?1rUzqzMw81
Scale = 1:62.4
A
B
C
D E
F
GH
IR S T U
6x8 6x8
5x14
5x6
7x8 5x14
5x6
11-2-811-2-8
22-5-011-2-8
-0-10-80-10-8
9-0-89-0-8
13-4-84-4-0
22-5-09-0-8
23-3-80-10-8
1-6-
00-
4-15
10-6
-8
1-6-
0
0-4-
15
10-6
-8
12.00 12
Plate Offsets (X,Y)-- [B:0-10-4,Edge], [D:0-5-8,0-3-0], [E:0-5-8,0-3-0], [G:0-10-4,Edge], [I:0-4-0,0-4-12]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix-M)
0.650.800.44
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.20
-0.260.11
(loc)I-LI-PG
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20
Weight: 174 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x6 SP No.2BOT CHORD 2x6 SP No.2WEBS 2x4 SP No.3SLIDER Left 2x8 SP No.2 2-6-0, Right 2x8 SP No.2 2-6-0
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): D-E.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. (lb/size) B=1229/0-5-8, G=1229/0-5-8Max Horz B=-457(LC 5)Max UpliftB=-402(LC 7), G=-402(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-C=-621/0, C-D=-1144/517, D-E=-762/601, E-F=-1144/517, F-G=-622/0BOT CHORD B-R=-280/692, R-S=-280/692, I-S=-280/692, I-T=-164/692, T-U=-164/692, G-U=-164/692WEBS D-I=-220/422, E-I=-219/422
NOTES- (9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 lb uplift at joint B and 402 lb uplift at
joint G.7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.9) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
B03
Truss Type
Piggyback Base Girder
Qty
2
Ply
3
H&H-NC/Wrightsville
Job Reference (optional)
I26594183
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:57 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-Nd_rlNspbjG9nFyIqUwCtF_MPjNvzW?NDhb1VHzMw80
Scale = 1:67.6
A
B
C D
E
F
M L K J I H GN O P Q R S T U
5x8
6x8
5x8
6x10 MT18H 5x6
3x6
7x8 7x8
6x8
7x8
3x6
7x8 6x10 MT18H
HTU26HTU26
HTU26
HTU26 HTU26HTU26
HTU26
HTU26
HTU26 HTU26
4-2-114-2-11
9-0-84-9-13
13-4-84-4-0
18-2-54-9-13
22-5-04-2-11
4-2-114-2-11
9-0-84-9-13
13-4-84-4-0
18-2-54-9-13
22-5-04-2-11
1-6-
0
10-6
-8
1-6-
0
10-6
-8
12.00 12
Plate Offsets (X,Y)-- [C:0-2-8,Edge], [D:0-2-8,Edge], [G:Edge,0-5-8], [H:0-3-8,0-4-8], [I:0-4-0,0-4-12], [K:0-3-8,0-4-12], [L:0-3-8,0-4-8]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15NO
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.840.920.65
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.10-0.230.04
(loc)K-LK-L
G
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20MT18H
Weight: 580 lb FT = 20%
GRIP244/190244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x6 SP No.1WEBS 2x4 SP No.2 *Except*
A-M,F-G: 2x6 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): C-D.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) M=11909/0-5-4 (req. 0-6-4), G=11659/0-5-8 (req. 0-6-2)Max Horz M=-530(LC 3)Max UpliftM=-2864(LC 5), G=-2808(LC 6)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD A-B=-11704/2850, B-C=-9939/2590, C-D=-6841/1929, D-E=-9911/2590, E-F=-11561/2818,
A-M=-10789/2633, F-G=-10657/2602BOT CHORD M-N=-660/654, L-N=-660/654, L-O=-2232/8209, O-P=-2232/8209, K-P=-2232/8209,
K-Q=-1777/6840, Q-R=-1777/6840, J-R=-1777/6840, I-J=-1777/6840, I-S=-1858/8107, S-T=-1858/8107, H-T=-1858/8107, H-U=-165/656, G-U=-165/656
WEBS B-L=-544/2477, B-K=-1934/786, C-K=-1711/6716, D-I=-1681/6681, E-I=-1780/748, E-H=-498/2273, A-L=-1818/7942, F-H=-1795/7832
NOTES- (15)1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to plyconnections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.4) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end
vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.605) Provide adequate drainage to prevent water ponding.6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf.9) WARNING: Required bearing size at joint(s) M, G greater than input bearing size.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2864 lb uplift at joint M and 2808 lb uplift at
joint G.11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
B03
Truss Type
Piggyback Base Girder
Qty
2
Ply
3
H&H-NC/Wrightsville
Job Reference (optional)
I26594183
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:57 2016 Page 2 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-Nd_rlNspbjG9nFyIqUwCtF_MPjNvzW?NDhb1VHzMw80
NOTES- (15)13) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 20-0-12 to
connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber.15) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the
building designer per ANSI TPI 1 as referenced by the building code.
LOAD CASE(S) Standard1) Dead + Roof Live (balanced) + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)Vert: A-C=-60, C-D=-60, D-F=-60, K-M=-20, K-R=-60, G-R=-20
Concentrated Loads (lb)Vert: J=-2174(B) L=-2174(B) H=-2174(B) N=-2174(B) O=-2174(B) P=-2174(B) Q=-2134(B) S=-2174(B) T=-2174(B) U=-2174(B)
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
Job
760483_MASTER
Truss
B04
Truss Type
GABLE
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594184
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:58 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-rpYDzjtRM1O0PPWVOBRRPTXhU6uzi5sWSLKb1jzMw8?
Scale = 1:57.7
AB
C
D
E
F
G H I J K
L
M
N
OP
AC AB AA Z Y X W V U T S R Q
2x6
3x6
4x6
4x6
3x4
3x4
3x6
6x8
3-4-0
22-5-022-5-0
-0-10-80-10-8
7-10-87-10-8
14-6-86-8-0
22-5-07-10-8
23-3-80-10-8
1-6-
0
9-4-
8
1-6-
0
9-4-
8
12.00 12
Plate Offsets (X,Y)-- [G:0-2-8,Edge], [J:0-2-8,Edge], [AB:0-3-8,0-3-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.240.220.16
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.00-0.010.01
(loc)PPQ
l/defln/rn/rn/a
L/d12090n/a
PLATESMT20
Weight: 176 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.2 *Except*
B-AB: 2x4 SP No.3OTHERS 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): G-J.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.WEBS 1 Row at midpt H-X, F-Y, I-V, K-U
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. All bearings 22-5-0.(lb) - Max Horz AC=-486(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) except AC=-618(LC 5), Q=-107(LC 6), X=-168(LC 6), Y=-104(LC 6), Z=-258(LC 7), AA=-218(LC 7), AB=-504(LC 6), V=-168(LC 6), T=-279(LC 8), S=-182(LC 8), R=-392(LC 8)
Max Grav All reactions 250 lb or less at joint(s) Q, Z, AA, U, T, S, R except AC=686(LC 6), X=346(LC 12), Y=266(LC 8), AB=384(LC 5), V=346(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-AC=-666/612, B-C=-450/433, C-D=-357/414, D-E=-228/394, E-F=-102/530, F-G=-31/349,
G-H=-1/416, H-I=-1/416, I-J=-1/416, J-K=-29/349, K-L=-43/490, L-M=-41/263BOT CHORD AB-AC=-437/462WEBS E-Z=-123/283, L-T=-123/299, N-R=-83/282, B-AB=-416/546
NOTES- (14)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.5) All plates are 2x4 MT20 unless otherwise indicated.6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).8) Gable studs spaced at 2-0-0 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 20.0psf 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, with BCDL = 10.0psf.11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 618 lb uplift at joint AC, 107 lb uplift at joint
Q, 168 lb uplift at joint X, 104 lb uplift at joint Y, 258 lb uplift at joint Z, 218 lb uplift at joint AA, 504 lb uplift at joint AB, 168 lb uplift atjoint V, 279 lb uplift at joint T, 182 lb uplift at joint S and 392 lb uplift at joint R.
Continued on page 2
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
B04
Truss Type
GABLE
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594184
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:58 2016 Page 2 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-rpYDzjtRM1O0PPWVOBRRPTXhU6uzi5sWSLKb1jzMw8?
NOTES- (14)12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.14) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the
building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
Job
760483_MASTER
Truss
B05
Truss Type
HIP
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594185
7.640 s Nov 10 2015 MiTek Industries, Inc. Tue Apr 26 09:59:06 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-pV29K9GtJHmwhR9l1ay6NIwGijNi2qxDCAMWaOzMtl3
Scale = 1:61.2
AB
C
D E
F
GH
IR S T U
6x8 6x8
5x14
5x6
7x8 5x14
5x6
11-2-8 22-5-00-10-8 22-5-0 0-10-8
-0-10-80-10-8
9-2-89-2-8
13-2-84-0-0
22-5-09-2-8
23-3-80-10-8
1-6-
00-
4-15
10-8
-8
1-6-
00-
4-15
10-8
-8
12.00 12
Plate Offsets (X,Y)-- [B:0-10-4,Edge], [D:0-5-8,0-3-0], [E:0-5-8,0-3-0], [G:0-10-4,Edge], [I:0-4-0,0-4-12]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix-M)
0.670.810.49
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.21
-0.260.11
(loc)I-LI-LG
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20
Weight: 175 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x6 SP No.2BOT CHORD 2x6 SP No.2WEBS 2x4 SP No.3SLIDER Left 2x8 SP No.2 2-6-0, Right 2x8 SP No.2 2-6-0
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): D-E.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. (lb/size) B=1230/0-5-8, G=1230/0-5-8Max Horz B=465(LC 6)Max Uplift B=-402(LC 7), G=-402(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-C=-666/0, C-D=-1145/516, D-E=-755/606, E-F=-1145/516, F-G=-666/0BOT CHORD B-R=-272/691, R-S=-272/691, I-S=-272/691, I-T=-160/691, T-U=-160/691, G-U=-160/691WEBS D-I=-240/431, E-I=-240/431
NOTES- (9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 lb uplift at joint B and 402 lb uplift at
joint G.7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.9) This manufactured truss is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
LOAD CASE(S) Standard
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
C01
Truss Type
Common Supported Gable
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594186
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:59 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-K06bA3u37KWt1Y5hxvygyg3uGWGQRX9fh?48a9zMw8_
Scale = 1:42.8
A
B
C
D
E
F
G
H
I
J
K
T S R Q P O N M L
3x5
4x5
5x6 4x5
16-5-016-5-0
-0-10-80-10-8
8-2-88-2-8
16-5-08-2-8
17-3-80-10-8
1-2-
0
6-7-
11
1-2-
0
8.00 12
Plate Offsets (X,Y)-- [P:0-3-0,0-3-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.110.080.22
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.00-0.000.00
(loc)KKL
l/defln/rn/rn/a
L/d12090n/a
PLATESMT20
Weight: 102 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.2 *Except*
B-S: 2x4 SP No.3OTHERS 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: S-T.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. All bearings 16-5-0.(lb) - Max Horz T=-339(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) P except T=-255(LC 5), L=-104(LC 8), Q=-141(LC 7), R=-146(LC 7), S=-212(LC 6), O=-140(LC 8), N=-134(LC 8), M=-188(LC 8)
Max Grav All reactions 250 lb or less at joint(s) T, L, Q, R, S, O, N, M except P=319(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-T=-217/262, B-C=-268/287, C-D=-194/271, D-E=-126/295, E-F=-50/362, F-G=-41/349BOT CHORD S-T=-302/324WEBS F-P=-295/42, B-S=-253/297
NOTES- (12)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 2x4 MT20 unless otherwise indicated.5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).7) Gable studs spaced at 2-0-0 oc.8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.9) * This truss has been designed for a live load of 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) P except (jt=lb)
T=255, L=104, Q=141, R=146, S=212, O=140, N=134, M=188.11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.Continued on page 2
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
C01
Truss Type
Common Supported Gable
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594186
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:59 2016 Page 2 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-K06bA3u37KWt1Y5hxvygyg3uGWGQRX9fh?48a9zMw8_
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
Job
760483_MASTER
Truss
C02
Truss Type
COMMON
Qty
4
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594187
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:15:59 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-K06bA3u37KWt1Y5hxvygyg3quWBgRYpfh?48a9zMw8_
Scale = 1:41.1
AB
C
D
E
FG
HQ R
3x10 MT20HS
4x5
7x8
5x6
3x10 MT20HS
4x5
8-2-88-2-8
16-5-08-2-8
-0-10-80-10-8
8-2-88-2-8
16-5-08-2-8
17-3-80-10-8
1-2-
00-
4-3
6-7-
11
1-2-
0
0-4-
3
8.00 12
Plate Offsets (X,Y)-- [B:0-4-0,0-1-9], [F:0-5-14,0-1-9], [H:0-4-0,0-4-8]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix-M)
0.330.380.18
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.07
-0.080.03
(loc)H-KH-O
F
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 110 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x6 SP No.2BOT CHORD 2x6 SP No.2WEBS 2x4 SP No.3SLIDER Left 2x6 SP No.2 2-6-0, Right 2x6 SP No.2 2-6-0
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. (lb/size) B=828/0-5-8, F=828/0-5-8Max Horz B=274(LC 6)Max UpliftB=-336(LC 7), F=-336(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-C=-307/0, C-D=-782/390, D-E=-782/390, E-F=-307/0BOT CHORD B-Q=-127/650, H-Q=-127/650, H-R=-127/650, F-R=-127/650WEBS D-H=-24/439
NOTES- (8)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=336,
F=336.7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
C03
Truss Type
Common
Qty
4
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594188
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:00 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-oCf_NPvhueekeigtVcTvUuc?dwXqA?2pwfpi5czMw7z
Scale = 1:41.0
A
B
C
D
E
FO P
5x7
4x5
5x7
4x5
7x8
5x6
8-2-88-2-8
16-5-08-2-8
8-2-88-2-8
16-5-08-2-8
1-2-
0
6-7-
11
1-2-
0
8.00 12
Plate Offsets (X,Y)-- [F:0-4-0,0-4-8]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix-M)
0.330.390.18
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.07
-0.080.03
(loc)F-I
F-ME
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20
Weight: 106 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x6 SP No.2BOT CHORD 2x6 SP No.2WEBS 2x4 SP No.3SLIDER Left 2x6 SP No.2 2-6-0, Right 2x6 SP No.2 2-6-0
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. (lb/size) A=784/0-5-8, E=784/0-5-8Max Horz A=-270(LC 5)Max UpliftA=-278(LC 7), E=-278(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD A-B=-312/0, B-C=-786/390, C-D=-786/390, D-E=-312/0BOT CHORD A-O=-144/654, F-O=-144/654, F-P=-144/654, E-P=-144/654WEBS C-F=-24/442
NOTES- (7)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=278,
E=278.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
C04
Truss Type
Hip Supported Gable
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594189
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:00 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-oCf_NPvhueekeigtVcTvUuc3Gwd1A0opwfpi5czMw7z
Scale = 1:34.1
A
B
C
D
E F G
H
I
J
K
U T S R Q P O N M L
3x5
3x6
4x5 4x5
3x5
16-5-016-5-0
-0-10-80-10-8
6-2-106-2-10
10-2-63-11-12
16-5-06-2-10
17-3-80-10-8
1-2-
0
5-3-
12
1-2-
0
5-3-
12
8.00 12
Plate Offsets (X,Y)-- [E:0-2-8,0-1-13], [G:0-2-8,0-1-13]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.100.060.07
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.00-0.000.00
(loc)KKL
l/defln/rn/rn/a
L/d12090n/a
PLATESMT20
Weight: 99 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.2 *Except*
B-T: 2x4 SP No.3OTHERS 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): E-G.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: T-U.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. All bearings 16-5-0.(lb) - Max Horz U=-274(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) O, R except U=-214(LC 5), L=-139(LC 8), P=-126(LC 6), S=-154(LC 7), T=-187(LC 7), N=-143(LC 8), M=-169(LC 8)
Max Grav All reactions 250 lb or less at joint(s) U, L, O, P, R, S, T, N, M
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD D-E=-53/298, E-F=-10/271, F-G=-10/271, G-H=-40/283BOT CHORD T-U=-241/262
NOTES- (14)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.5) All plates are 2x4 MT20 unless otherwise indicated.6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).8) Gable studs spaced at 2-0-0 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 20.0psf 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 lb uplift at joint(s) O, R except (jt=lb)
U=214, L=139, P=126, S=154, T=187, N=143, M=169.12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.14) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
D01
Truss Type
GABLE
Qty
2
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594190
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:01 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-GODMblvKfymbGsF33K?81592PKtZvR7y8JZFd2zMw7y
Scale = 1:54.6
AB
C
D
E
F
J
I
H
G
5x6
2x6
5x6
4x5
5x8 4x12
2x4
2x6
3x5
2x6
2x4
4x6
2x4
2x6
2x4
2x6
2x4
2x6
6-11-86-11-8
13-11-06-11-8
-0-10-80-10-8
6-11-86-11-8
13-11-06-11-8
14-9-80-10-8
1-6-
00-
4-15
8-5-
8
1-6-
0
0-4-
15
3-3-
0
12.00 12
6.00 12
Plate Offsets (X,Y)-- [B:0-4-0,0-1-12], [E:0-6-0,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.840.420.19
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.20
-0.230.22
(loc)H-I
G-HG
l/defl>815>703
n/a
L/d240180n/a
PLATESMT20
Weight: 110 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x6 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.2 *Except*
D-H,C-I: 2x4 SP No.3OTHERS 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.BOT CHORD Rigid ceiling directly applied or 8-3-8 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. (lb/size) J=599/0-5-8, G=599/0-5-8Max Horz J=438(LC 6)Max UpliftJ=-272(LC 7), G=-272(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-C=-683/289, C-D=-690/261, D-E=-741/287, B-J=-715/299, E-G=-701/375BOT CHORD I-J=-411/545, H-I=-266/563, G-H=-245/550WEBS D-H=-180/531
NOTES- (10)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable studs spaced at 2-0-0 oc.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf 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.7) Bearing at joint(s) J, G considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) J=272,
G=272.9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
D02
Truss Type
SCISSORS
Qty
2
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594191
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:01 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-GODMblvKfymbGsF33K?81592NKtYvRvy8JZFd2zMw7y
Scale = 1:53.5
AB
C
D
E
H
G
F
5x7
4x5
5x6
4x5
4x12 4x12
2x4
2x4
6-11-86-11-8
13-11-06-11-8
-0-10-80-10-8
6-11-86-11-8
13-11-06-11-8
14-9-80-10-8
1-6-
00-
4-15
8-5-
8
1-6-
0
0-4-
15
3-3-
0
12.00 12
6.00 12
Plate Offsets (X,Y)-- [B:0-6-0,Edge], [D:0-6-0,Edge], [H:0-1-3,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.840.420.21
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.16-0.250.25
(loc)G
F-GF
l/defl>999>652
n/a
L/d240180n/a
PLATESMT20
Weight: 89 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x6 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.2 *Except*
C-G: 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. (lb/size) H=599/0-5-8, F=599/0-5-8Max Horz H=438(LC 6)Max UpliftH=-272(LC 7), F=-272(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-C=-739/232, C-D=-739/290, B-H=-702/327, D-F=-702/372BOT CHORD G-H=-267/563, F-G=-250/551WEBS C-G=-134/545
NOTES- (8)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf 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.5) Bearing at joint(s) H, F considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=272,
F=272.7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
D03
Truss Type
SCISSORS
Qty
8
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594192
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:02 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-kbnko4wyQFuSu0qGd1WNZJhDDkDSeuC6NzIo9UzMw7x
Scale = 1:53.5
A
B
C
F
E
D
4x10
5x7
4x10
4x5
5x6
4x5
2x4
2x4
6-11-86-11-8
13-11-06-11-8
6-11-86-11-8
13-11-06-11-8
1-6-
0
8-5-
8
1-6-
0
3-3-
0
12.00 12
6.00 12
Plate Offsets (X,Y)-- [F:0-1-3,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.770.440.20
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.14-0.290.30
(loc)E-F
ED
l/defl>999>569
n/a
L/d240180n/a
PLATESMT20
Weight: 84 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x6 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.2 *Except*
B-E: 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. (lb/size) F=546/0-5-8, D=546/0-5-8Max Horz F=431(LC 6)Max UpliftF=-229(LC 8), D=-229(LC 7)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD A-B=-734/301, B-C=-734/307, A-F=-642/343, C-D=-642/351BOT CHORD E-F=-300/512, D-E=-282/500WEBS B-E=-158/534
NOTES- (8)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf 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.5) Bearing at joint(s) F, D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) F=229,
D=229.7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
D04
Truss Type
Scissor
Qty
2
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594193
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:02 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-kbnko4wyQFuSu0qGd1WNZJhDpkCGeuH6NzIo9UzMw7x
Scale = 1:53.1
A
B
C
F
E
D
4x10
5x6
4x10
4x5
5x6
4x5
2x4
2x4
6-9-86-9-8
13-9-06-11-8
6-9-86-9-8
13-9-06-11-8
1-8-
0
8-5-
8
1-6-
0
3-3-
0
12.00 12
6.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.800.460.20
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.14-0.290.31
(loc)E-F
ED
l/defl>999>550
n/a
L/d240180n/a
PLATESMT20
Weight: 83 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x6 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.2 *Except*
B-E: 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. (lb/size) F=539/0-3-8, D=539/0-5-8Max Horz F=-433(LC 5)Max UpliftF=-227(LC 8), D=-225(LC 7)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD A-B=-716/298, B-C=-716/299, A-F=-629/337, C-D=-630/345BOT CHORD E-F=-297/507, D-E=-279/495WEBS B-E=-157/520
NOTES- (8)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf 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.5) Bearing at joint(s) F, D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) F=227,
D=225.7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
FG01
Truss Type
Flat Girder
Qty
2
Ply
3
H&H-NC/Wrightsville
Job Reference (optional)
I26594194
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:03 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-CnL60QxaBZ0IVAPSAl1c6WEM_7TiNCiFcd2MiwzMw7w
Scale = 1:24.9
A B C D
H
G F
E
I J K L M N
O P Q R S T
6x10 MT18H
3x4 3x5
6x10 MT18H
4x10
7x8
3x10 MT20HS
5x14
HTU26 HTU26 HTU26 HTU26
HTU26
HTU26
NAILED
NAILED
NAILED NAILED
NAILED
NAILED
NAILED NAILED NAILED NAILED
NAILED
NAILED
4-8-154-8-15
9-4-14-7-3
14-1-04-8-15
4-8-154-8-15
9-4-14-7-3
14-1-04-8-15
1-7-
6
1-10
-14
1-7-
6
1-10
-14
Plate Offsets (X,Y)-- [A:0-2-0,Edge], [B:0-3-8,0-2-0], [D:0-4-0,Edge], [E:0-5-0,0-4-0], [G:0-3-8,0-4-12]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15NO
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.900.760.83
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.21-0.460.08
(loc)F-GF-G
E
l/defl>775>358
n/a
L/d240180n/a
PLATESMT20MT20HSMT18HWeight: 246 lb FT = 20%
GRIP244/190187/143244/190
LUMBER-TOP CHORD 2x4 SP No.1BOT CHORD 2x6 SP DSSWEBS 2x4 SP No.2 *Except*
A-H,D-E: 2x6 SP No.2
BRACING-TOP CHORD 2-0-0 oc purlins (4-0-12 max.): A-D, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) H=8276/0-5-8, E=8323/0-5-8Max Horz H=-94(LC 3)Max UpliftH=-2284(LC 3), E=-2352(LC 4)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD A-H=-439/273, A-I=-1268/376, I-J=-1268/376, B-J=-1268/376, B-K=-18457/4973,
K-L=-18457/4973, C-L=-18457/4973, C-M=-1239/367, M-N=-1239/367, D-N=-1239/367, D-E=-424/326
BOT CHORD H-O=-4999/18457, O-P=-4999/18457, G-P=-4999/18457, G-Q=-5047/18688, Q-R=-5047/18688, F-R=-5047/18688, F-S=-5047/18688, S-T=-5047/18688, E-T=-5047/18688
WEBS B-H=-18151/4869, B-G=-1161/5526, C-F=-1194/5649, C-E=-18426/4944
NOTES- (15)1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to plyconnections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; endvertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) Provide adequate drainage to prevent water ponding.5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=2284
, E=2352.9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.11) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the
left end to 12-0-12 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber.
Continued on page 2
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
FG01
Truss Type
Flat Girder
Qty
2
Ply
3
H&H-NC/Wrightsville
Job Reference (optional)
I26594194
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:03 2016 Page 2 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-CnL60QxaBZ0IVAPSAl1c6WEM_7TiNCiFcd2MiwzMw7w
NOTES- (15)13) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 134 lb down and 116 lb up at 0-2-12, and 134 lb down and 135 lb up at
13-10-4 on top chord. The design/selection of such connection device(s) is the responsibility of others.15) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the
building designer per ANSI TPI 1 as referenced by the building code.
LOAD CASE(S) Standard1) Dead + Roof Live (balanced) + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)Vert: A-D=-60, E-H=-20
Concentrated Loads (lb)Vert: A=-134 D=-134 I=-72(B) J=-72(B) K=-72(B) L=-72(B) M=-72(B) N=-72(B) O=-2468(F=-2443, B=-26) P=-2468(F=-2443, B=-26) Q=-2468(F=-2443, B=-26)R=-2468(F=-2443, B=-26) S=-2468(F=-2443, B=-26) T=-2468(F=-2443, B=-26)
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
Job
760483_MASTER
Truss
G01
Truss Type
GABLE
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594195
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:03 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-CnL60QxaBZ0IVAPSAl1c6WEYt7cvNN?Fcd2MiwzMw7w
Scale = 1:38.8
AB
C
D
E
F G
H
I
J K
R Q P O N M L
4x6
3x5
3x6
3x5
2x4
2x6
2x4
2x6
2x4
2x6
2x4
2x6
2x4
2x6
2x4
2x6
19-11-019-11-0
-0-10-80-10-8
9-11-89-11-8
19-11-09-11-8
20-9-80-10-8
0-6-
70-
3-12
4-8-
4
0-6-
7
0-3-
12
5.00 12
Plate Offsets (X,Y)-- [F:0-3-0,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.140.170.10
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.000.010.00
(loc)KKJ
l/defln/rn/rn/a
L/d12090n/a
PLATESMT20
Weight: 109 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x6 SP No.2BOT CHORD 2x4 SP No.2OTHERS 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. All bearings 19-11-0.(lb) - Max Horz B=93(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) P, Q, N, M except B=-116(LC 7), J=-138(LC 8), R=-264(LC 7), L=-262(LC 8)
Max Grav All reactions 250 lb or less at joint(s) F, B, J, P, Q, N, M except R=401(LC 1), L=401(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD E-F=-11/251, F-G=-11/251WEBS C-R=-299/351, I-L=-299/352
NOTES- (10)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) P, Q, N, M except
(jt=lb) B=116, J=138, R=264, L=262.9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
G02
Truss Type
COMMON
Qty
10
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594196
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:04 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-gzvUDmyCyt897K_ekSYrfknatXpI6pBOqHnvENzMw7v
Scale = 1:36.8
AB
C
DE
F
5x8
4x5 5x8
4x5
9-11-89-11-8
19-11-09-11-8
-0-10-80-10-8
9-11-89-11-8
19-11-09-11-8
20-9-80-10-8
0-6-
70-
3-12
4-8-
4
0-6-
7
0-3-
12
5.00 12
Plate Offsets (X,Y)-- [F:0-4-0,0-3-4]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.760.740.17
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.16-0.450.04
(loc)D-FD-F
D
l/defl>999>521
n/a
L/d240180n/a
PLATESMT20
Weight: 91 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x6 SP No.2BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins.BOT CHORD Rigid ceiling directly applied or 9-0-9 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. (lb/size) B=831/0-5-8, D=831/0-5-8Max Horz B=93(LC 7)Max UpliftB=-419(LC 7), D=-419(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-C=-1195/683, C-D=-1195/683BOT CHORD B-F=-450/1019, D-F=-450/1019WEBS C-F=0/452
NOTES- (7)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf 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.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=419,
D=419.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
G03
Truss Type
GABLE
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594197
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:04 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-gzvUDmyCyt897K_ekSYrfknjHXz36qbOqHnvENzMw7v
Scale = 1:36.3
AB
C
D E F G H I J
K
LM
T S R Q P O N
3x6 3x6
3x4
3x8 MT20HS5x6
3x4
3x8 MT20HS
19-11-019-11-0
-0-10-80-10-8
6-4-56-4-5
13-6-117-2-6
19-11-06-4-5
20-9-80-10-8
0-6-
7
3-2-
4
0-6-
7
3-2-
4
5.00 12
Plate Offsets (X,Y)-- [B:0-2-11,Edge], [B:0-0-0,0-1-1], [E:0-3-0,0-2-4], [I:0-3-0,0-2-4], [L:0-2-11,Edge], [L:Edge,0-1-1], [Q:0-3-0,0-3-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.160.110.08
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.010.010.00
(loc)MML
l/defln/rn/rn/a
L/d12090n/a
PLATESMT20MT20HS
Weight: 90 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2OTHERS 2x4 SP No.3WEDGELeft: 2x4 SP No.2, Right: 2x4 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): E-I.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. All bearings 19-11-0.(lb) - Max Horz B=65(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) Q, R, S, P, O except B=-126(LC 7), T=-212(LC 7), L=-139(LC 8), N=-211(LC 8)
Max Grav All reactions 250 lb or less at joint(s) B, Q, R, S, P, O, L except T=310(LC 11), N=310(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS C-T=-220/276, K-N=-220/276
NOTES- (14)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated.7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 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 20.0psf 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 lb uplift at joint(s) Q, R, S, P, O except
(jt=lb) B=126, T=212, L=139, N=211.12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.14) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
J01
Truss Type
Jack-Open
Qty
4
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594198
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:05 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-8ATtR6zqjAG0lTZrI934BxJpsxG_rI7Y3xXSmpzMw7u
Scale = 1:12.6
A
B
C
D
E
3x6
3x4
-0-10-80-10-8
4-7-84-7-8
0-9-
0
1-10
-14
3.00 12
Plate Offsets (X,Y)-- [B:0-2-0,0-1-15]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.490.260.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.000.01
-0.01
(loc)AAD
l/defln/rn/rn/a
L/d12090n/a
PLATESMT20
Weight: 19 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2SLIDER Left 2x4 SP No.2 2-5-1
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) D=134/4-7-8, B=242/4-7-8, E=46/4-7-8Max Horz B=84(LC 5)Max UpliftD=-135(LC 5), B=-155(LC 5)Max Grav D=134(LC 1), B=242(LC 1), E=93(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (7)1) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf 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.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) D=135,
B=155.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
J02
Truss Type
Jack-Open
Qty
12
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594199
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:05 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-8ATtR6zqjAG0lTZrI934BxJp4xH5rI7Y3xXSmpzMw7u
Scale = 1:12.6
A
B
C
D
E
3x6
3x4
4-7-84-7-8
-0-10-80-10-8
4-7-84-7-8
0-9-
0
1-10
-14
1-6-
14 1-10
-14
3.00 12
Plate Offsets (X,Y)-- [B:0-2-0,0-1-15]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.480.260.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.03-0.06-0.01
(loc)B-EB-E
D
l/defl>999>843
n/a
L/d240180n/a
PLATESMT20
Weight: 19 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2SLIDER Left 2x4 SP No.2 2-5-1
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) D=132/Mechanical, B=240/0-5-8, E=46/MechanicalMax Horz B=83(LC 5)Max UpliftD=-133(LC 5), B=-154(LC 5)Max Grav D=132(LC 1), B=240(LC 1), E=91(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (7)1) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf 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.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) D=133,
B=154.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
M01
Truss Type
GABLE
Qty
2
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594200
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:05 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-8ATtR6zqjAG0lTZrI934BxJrGxIMrHBY3xXSmpzMw7u
Scale = 1:16.5
A
B
C
D
E
G F
2x4
2x4 3x6
3x4
2x4
2x4
-1-0-01-0-0
6-11-86-11-8
0-9-
0
2-5-
14
3.00 12
Plate Offsets (X,Y)-- [B:0-3-14,0-1-15]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.340.170.12
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.000.01
-0.00
(loc)AAF
l/defln/rn/rn/a
L/d12090n/a
PLATESMT20
Weight: 31 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.3OTHERS 2x4 SP No.3SLIDER Left 2x4 SP No.2 2-6-4
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) F=-11/6-11-8, B=233/6-11-8, G=383/6-11-8Max Horz B=123(LC 5)Max UpliftF=-16(LC 2), B=-145(LC 5), G=-223(LC 5)Max Grav F=4(LC 5), B=233(LC 1), G=383(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS D-G=-279/417
NOTES- (9)1) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=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 IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf 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.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F except (jt=lb)
B=145, G=223.8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
M02
Truss Type
Monopitch
Qty
16
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594201
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:06 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-cM1FeSzSUUOtNd81staJk9ssjLSvabGhIbG0IFzMw7t
Scale: 1/2"=1'
A
B
C
D
E
3x4
4x6 5x10 MT20HS
6x8
2x4
12-5-812-5-8
-1-0-01-0-0
6-2-126-2-12
12-5-86-2-12
0-9-
0
3-10
-6
3.00 12
Plate Offsets (X,Y)-- [B:0-0-8,0-2-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix-M)
1.000.920.65
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.56
-0.46-0.04
(loc)E-HE-H
B
l/defl>264>324
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 66 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x6 SP No.2WEBS 2x4 SP No.2 *Except*
C-E: 2x4 SP No.3WEDGELeft: 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied, except end verticals.BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. (lb/size) B=555/0-3-0, E=490/0-3-8Max Horz B=225(LC 5)Max UpliftB=-527(LC 5), E=-504(LC 5)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD B-C=-855/1114BOT CHORD B-E=-1291/817WEBS C-E=-801/1226
NOTES- (7)1) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf 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.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=527,
E=504.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
PB01
Truss Type
GABLE
Qty
2
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594202
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:06 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-cM1FeSzSUUOtNd81staJk9s35Lf7akDhIbG0IFzMw7t
Scale = 1:27.3
B
C
D
E
F
J I H
AG
4x5
3x4 3x4 2x4 2x4
2x4
2x4
2x4
12-4-1512-4-15
6-2-86-2-8
12-4-156-2-8
4-1-
10
0-1-
10
8.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.140.080.07
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a
0.00
(loc) - - F
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 50 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2OTHERS 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. All bearings 12-4-15.(lb) - Max Horz A=-196(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) G except A=-137(LC 5), B=-219(LC 7), F=-194(LC 8), J=-215(LC 7), H=-214(LC 8)
Max Grav All reactions 250 lb or less at joint(s) A, G, I except B=278(LC 1), F=278(LC 1), J=251(LC 11), H=251(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD A-B=-252/243
NOTES- (11)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) G except (jt=lb)
A=137, B=219, F=194, J=215, H=214.9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.11) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
PB02
Truss Type
GABLE
Qty
42
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594203
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:07 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-5Yadro_4FoWk_niDPa5YGMPEwl?tJBUrXF0ZrizMw7s
Scale = 1:27.7
B
C
D
E
F
I H
AG
3x6
3x4 3x4 2x4
2x4
2x4
2x4
12-4-1512-4-15
6-2-86-2-8
12-4-156-2-8
4-1-
10
0-1-
10
8.00 12
Plate Offsets (X,Y)-- [D:0-3-0,Edge], [E:0-2-1,0-1-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.140.110.07
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a
0.00
(loc) - - F
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 45 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2OTHERS 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. All bearings 12-4-15.(lb) - Max Horz A=-196(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) G except A=-133(LC 5), B=-197(LC 7), F=-158(LC 8), I=-202(LC 7), H=-199(LC 8)
Max Grav All reactions 250 lb or less at joint(s) A, G except B=301(LC 1), F=300(LC 1), I=265(LC 11), H=265(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD A-B=-253/241
NOTES- (11)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) G except (jt=lb)
A=133, B=197, F=158, I=202, H=199.9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.11) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
PB03
Truss Type
GABLE
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594204
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:07 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-5Yadro_4FoWk_niDPa5YGMPG4l?jJCdrXF0ZrizMw7s
Scale = 1:14.0
B
C
D
A
E
3x5
3x4 3x4
4-4-04-4-0
2-2-02-2-0
4-4-02-2-0
2-2-
0
0-1-
10
12.00 12
Plate Offsets (X,Y)-- [C:0-2-8,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.060.120.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a
0.00
(loc) - - D
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 14 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. All bearings 4-4-0.(lb) - Max Horz A=-97(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) A, E except B=-167(LC 7), D=-139(LC 8)
Max Grav All reactions 250 lb or less at joint(s) A, E, B, D
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (12)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.8) Bearing at joint(s) E, D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, E except (jt=lb)
B=167, D=139.10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.12) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
PB04
Truss Type
GABLE
Qty
4
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594205
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:08 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-Zk8?38?j05ebcxHQzIdnpaxRq8Ly2ft_lvl7N8zMw7r
Scale = 1:14.0
B
C
D
A
E
3x5
3x4 3x4
4-4-04-4-0
2-2-02-2-0
4-4-02-2-0
2-2-
0
0-1-
10
12.00 12
Plate Offsets (X,Y)-- [C:0-2-8,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.060.120.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a
0.00
(loc) - - D
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 14 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. All bearings 4-4-0.(lb) - Max Horz A=-97(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) A, E except B=-167(LC 7), D=-139(LC 8)
Max Grav All reactions 250 lb or less at joint(s) A, E, B, D
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (12)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.8) Bearing at joint(s) E, D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, E except (jt=lb)
B=167, D=139.10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.12) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
PB05
Truss Type
GABLE
Qty
2
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594206
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:08 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-Zk8?38?j05ebcxHQzIdnpaxP48L62ee_lvl7N8zMw7r
Scale = 1:21.5
B
CD E F
G
J I
A
H
3x6 3x6
3x4 3x4 2x4
2x4
2x4
2x4
12-4-1512-4-15
3-2-73-2-7
9-2-86-0-1
12-4-153-2-7
1-11
-8
2-1-
10
0-1-
10
1-9-
14
8.00 12
Plate Offsets (X,Y)-- [C:0-3-0,Edge], [F:0-3-0,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.170.110.08
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a
0.00
(loc) - - G
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 40 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2OTHERS 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): C-F.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. All bearings 12-4-15.(lb) - Max Horz A=-92(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) A, H except B=-188(LC 7), G=-168(LC 8), J=-222(LC 6), I=-217(LC 5)
Max Grav All reactions 250 lb or less at joint(s) A, H, B, G except J=316(LC 11), I=316(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS D-J=-235/267, E-I=-235/263
NOTES- (13)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf 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.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, H except (jt=lb)
B=188, G=168, J=222, I=217.10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.13) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
PB06
Truss Type
GABLE
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594207
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:09 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-1xiNGU0LnPnSE5scX?80MnUcvYgun668_ZVgvazMw7q
Scale = 1:10.5
B
C
D
E
A
F
3x5 3x5
3x4 3x4
4-4-04-4-0
1-6-01-6-0
2-10-01-4-0
4-4-01-6-0
1-4-
3
1-6-
0
0-1-
10
1-2-
9
12.00 12
Plate Offsets (X,Y)-- [C:0-2-8,0-2-7], [D:0-2-8,0-2-7]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.040.070.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a
-0.00
(loc) - - E
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 13 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except
2-0-0 oc purlins: C-D.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. All bearings 4-4-0.(lb) - Max Horz A=-60(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) A, F, E except B=-108(LC 6)Max Grav All reactions 250 lb or less at joint(s) A, F, B, E
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (13)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf 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.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, F, E except (jt=lb)
B=108.10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.13) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
V01
Truss Type
GABLE
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594208
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:09 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-1xiNGU0LnPnSE5scX?80MnUbbYh4n3d8_ZVgvazMw7q
Scale = 1:67.9
A
B
C
D
E
F
G
H
O N M L
K
J
I
3x4
4x5
3x6
3x6
8-0-08-0-0
15-2-87-2-8
11-2-811-2-8
15-2-84-0-0
0-0-
4
11-2
-8
7-2-
8
12.00 12
12.00 12
Plate Offsets (X,Y)-- [H:0-3-7,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.120.060.22
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a
0.01
(loc) - - H
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 106 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2OTHERS 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. All bearings 15-2-8.(lb) - Max Horz A=539(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) A except H=-168(LC 6), L=-111(LC 5), K=-219(LC 7), M=-229(LC 7), N=-180(LC 7), O=-316(LC 7), I=-230(LC 8)
Max Grav All reactions 250 lb or less at joint(s) H, L, J, K, M, N, O, I except A=391(LC 7)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD A-B=-622/165, B-C=-364/135WEBS B-O=-169/330
NOTES- (10)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) All plates are 2x4 MT20 unless otherwise indicated.4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf 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.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A except (jt=lb)
H=168, L=111, K=219, M=229, N=180, O=316, I=230.8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) H, J, K, I.9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
Job
760483_MASTER
Truss
V02
Truss Type
GABLE
Qty
1
Ply
1
H&H-NC/Wrightsville
Job Reference (optional)
I26594209
7.640 s Sep 29 2015 MiTek Industries, Inc. Tue Apr 26 07:16:10 2016 Page 1 Builders FirstSource, Piney Flats, TN 37686ID:GtmXIDIKCZeQJD06?zkx47zX6Ib-V7GmUq0zXjvJrFRo5jfFu?1mMy1IWYfHDDEDR0zMw7p
Scale = 1:50.5
A
B
C
D
E F G H I
J
Q P O N
M
L
K
3x4
3x6 3x6
3x6
3x6
8-0-08-0-0
15-2-87-2-8
8-10-88-10-8
13-6-84-8-0
15-2-81-8-0
0-0-
4
8-10
-8
7-2-
8 8-10
-8
12.00 12
12.00 12
Plate Offsets (X,Y)-- [E:0-2-8,Edge], [I:0-2-8,Edge], [J:0-3-7,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
20.010.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2009/TPI2007
CSI.TCBCWB(Matrix)
0.120.060.11
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a
-0.00
(loc) - - J
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 99 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2OTHERS 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): E-I.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. All bearings 15-2-8.(lb) - Max Horz A=494(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) A, N, M, K except J=-171(LC 7), L=-130(LC 6), O=-212(LC 7), P=-187(LC 7), Q=-314(LC 7)
Max Grav All reactions 250 lb or less at joint(s) J, N, L, M, O, P, Q, K except A=304(LC 7)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD A-B=-498/107WEBS B-Q=-169/329
NOTES- (12)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=32ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are 2x4 MT20 unless otherwise indicated.5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, N, M, K except
(jt=lb) J=171, L=130, O=212, P=187, Q=314.9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) J, L, M, K.10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.12) This manufactured truss is designed as an individual building component. The suitability and use of this component for any particular
building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
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 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 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
818 Soundside RoadEdenton, NC 27932
April 26,2016
ed
ge
of tru
ss. from
ou
tside
" 16/ 1
-0
PROD
UC
T CO
DE A
PPROV
ALS
JOIN
TS ARE G
ENERA
LLY N
UM
BERED/LETTERED
CLO
CK
WISE
ARO
UN
D TH
E TRUSS STA
RTING
AT TH
E JOIN
T FARTH
EST TOTH
E LEFT.
CH
ORD
S AN
D W
EBS ARE ID
ENTIFIED
BY EN
D JO
INT
NU
MBERS/LETTERS.
W4-6
W3-6
W3-7
W2-7
W1-7
C1-8
C5-6
C6-7
C7-8
C4-5
C3-4
C2-3
C1-2
TOP CHORD
TOP CHORD87
65 4
32
1
BOTTO
M C
HO
RD
S
TOP
CH
OR
DS
BEARIN
G
LATERA
L BRAC
ING
LOC
ATIO
N
Ind
ica
tes lo
ca
tion
wh
ere
be
arin
gs
(sup
po
rts) oc
cu
r. Ico
ns va
ry bu
tre
ac
tion
sec
tion
ind
ica
tes jo
int
nu
mb
er w
he
re b
ea
ring
s oc
cu
r.M
in size
sho
wn
is for c
rush
ing
on
ly.
Ind
ica
ted
by sym
bo
l sho
wn
an
d/o
rb
y text in
the
bra
cin
g se
ctio
n o
f the
ou
tpu
t. Use
T or I b
rac
ing
if ind
ica
ted
.
The
first dim
en
sion
is the
pla
te
wid
th m
ea
sure
d p
erp
en
dic
ula
r to
slots. Se
co
nd
dim
en
sion
isth
e le
ng
th p
ara
llel to
slots.
4 x 4
PLATE SIZE
This sym
bo
l ind
ica
tes th
e
req
uire
d d
irec
tion
of slo
ts inc
on
ne
cto
r pla
tes.
"16
/ 1
For 4 x 2 o
rien
tatio
n, lo
ca
tep
late
s 0-
Ce
nte
r pla
te o
n jo
int u
nle
ss x, yo
ffsets a
re in
dic
ate
d.
Dim
en
sion
s are
in ft-in
-sixtee
nth
s.A
pp
ly pla
tes to
bo
th sid
es o
f truss
an
d fu
lly em
be
d te
eth
.
1"4 / 3
PLATE LO
CA
TION
AN
D O
RIENTA
TION
Symb
ols
Num
be
ring Syste
m
1. Ad
ditio
na
l stab
ility bra
cin
g fo
r truss syste
m, e
.g.
dia
go
na
l or X
-bra
cin
g, is a
lwa
ys req
uire
d. Se
e BC
SI.
2. Truss b
rac
ing
mu
st be
de
sign
ed
by a
n e
ng
ine
er. Fo
r w
ide
truss sp
ac
ing
, ind
ividu
al la
tera
l bra
ce
s the
mse
lves
ma
y req
uire
bra
cin
g, o
r alte
rna
tive To
r I b
rac
ing
sho
uld
be
co
nsid
ere
d.
3. Ne
ver e
xce
ed
the
de
sign
loa
din
g sh
ow
n a
nd
ne
ver
stac
k ma
teria
ls on
ina
de
qu
ate
ly bra
ce
d tru
sses.
4. Pro
vide
co
pie
s of th
is truss d
esig
n to
the
bu
ildin
g d
esig
ne
r, ere
ctio
n su
pe
rvisor, p
rop
erty o
wn
er a
nd
all o
the
r inte
reste
d p
artie
s.
5. Cu
t me
mb
ers to
be
ar tig
htly a
ga
inst e
ac
h o
the
r.
6. Pla
ce
pla
tes o
n e
ac
h fa
ce
of tru
ss at e
ac
h
join
t an
d e
mb
ed
fully. K
no
ts an
d w
an
e a
t join
t lo
ca
tion
s are
reg
ula
ted
by A
NSI/TP
I 1.
7. De
sign
assu
me
s trusse
s will b
e su
itab
ly pro
tec
ted
from
the
en
viron
me
nt in
ac
co
rd w
ith A
NSI/TP
I 1.
8. Un
less o
the
rwise
no
ted
, mo
isture
co
nte
nt o
f lum
be
r sh
all n
ot e
xce
ed
19% a
t time
of fa
bric
atio
n.
9. Un
less e
xpre
ssly no
ted
, this d
esig
n is n
ot a
pp
lica
ble
for
use
with
fire re
tard
an
t, pre
serva
tive tre
ate
d, o
r gre
en
lum
be
r.
10. Ca
mb
er is a
no
n-stru
ctu
ral c
on
side
ratio
n a
nd
is the
re
spo
nsib
ility of tru
ss fab
rica
tor. G
en
era
l pra
ctic
e is to
ca
mb
er fo
r de
ad
loa
d d
efle
ctio
n.
11. Pla
te typ
e, size
, orie
nta
tion
an
d lo
ca
tion
dim
en
sion
s in
dic
ate
d a
re m
inim
um
pla
ting
req
uire
me
nts.
12. Lum
be
r use
d sh
all b
e o
f the
spe
cie
s an
d size
, an
d in
all re
spe
cts, e
qu
al to
or b
ette
r tha
n th
at
spe
cifie
d.
13. Top
ch
ord
s mu
st be
she
ath
ed
or p
urlin
s pro
vide
d a
t sp
ac
ing
ind
ica
ted
on
de
sign
.
14. Botto
m c
ho
rds re
qu
ire la
tera
l bra
cin
g a
t 10 ft. spa
cin
g,
or le
ss, if no
ce
iling
is insta
lled
, un
less o
the
rwise
no
ted
.
15. Co
nn
ec
tion
s no
t sho
wn
are
the
resp
on
sibility o
f oth
ers.
16. Do
no
t cu
t or a
lter tru
ss me
mb
er o
r pla
te w
itho
ut p
rior
ap
pro
val o
f an
en
gin
ee
r.
17. Insta
ll an
d lo
ad
vertic
ally u
nle
ss ind
ica
ted
oth
erw
ise.
18. Use
of g
ree
n o
r trea
ted
lum
be
r ma
y po
se u
na
cc
ep
tab
le
en
viron
me
nta
l, he
alth
or p
erfo
rma
nc
e risks. C
on
sult w
ith p
roje
ct e
ng
ine
er b
efo
re u
se.
19. Re
view
all p
ortio
ns o
f this d
esig
n (fro
nt, b
ac
k, wo
rds
an
d p
ictu
res) b
efo
re u
se. R
evie
win
g p
ictu
res a
lon
e is n
ot su
fficie
nt.
20. De
sign
assu
me
s ma
nu
fac
ture
in a
cc
ord
an
ce
with
A
NSI/TP
I 1 Qu
ality C
riteria
.
Failu
re to
Follo
w C
ou
ld C
au
se P
rop
erty
Da
ma
ge
or P
erso
na
l Inju
ry
Ge
nera
l Safe
ty No
tes
*Pla
te lo
ca
tion d
eta
ils ava
ilab
le in
MiTe
k 20/20so
ftwa
re o
r up
on
req
uest.
Ind
ustry Stand
ard
s:
6-4-8d
ime
nsio
ns sh
ow
n in
ft-in-sixte
en
ths
(Dra
win
gs n
ot to
sca
le)
© 2012 M
iTek®
All R
igh
ts Re
serve
d
MiTe
k Eng
ine
erin
g R
efe
ren
ce
She
et: M
II-7473 rev. 10/03/2015
WEBS
ed
ge
of tru
ss. from
ou
tside
" 16/ 1
-0
ICC
-ES Re
po
rts:
ESR-1311, ESR
-1352, ESR1988
ER-3907, ESR
-2362, ESR-1397, ESR
-3282
JOIN
TS ARE G
ENERA
LLY N
UM
BERED/LETTERED
CLO
CK
WISE
ARO
UN
D TH
E TRUSS STA
RTING
AT TH
E JOIN
T FARTH
EST TOTH
E LEFT.
CH
ORD
S AN
D W
EBS ARE ID
ENTIFIED
BY EN
D JO
INT
NU
MBERS/LETTERS.
W4-6
W3-6
W3-7
W2-7
W1-7
C1-8
C5-6
C6-7
C7-8
C4-5
C3-4
C2-3
C1-2
TOP CHORD
TOP CHORD87
65 4
32
1
BOTTO
M C
HO
RD
S
TOP
CH
OR
DS
BEARIN
G
Ind
ica
tes lo
ca
tion
wh
ere
be
arin
gs
(sup
po
rts) oc
cu
r. Ico
ns va
ry bu
tre
ac
tion
sec
tion
ind
ica
tes jo
int
nu
mb
er w
he
re b
ea
ring
s oc
cu
r.
4 x 4
PLATE SIZE
This sym
bo
l ind
ica
tes th
e
req
uire
d d
irec
tion
of slo
ts inc
on
ne
cto
r pla
tes.
"16
/ 1
For 4 x 2 o
rien
tatio
n, lo
ca
tep
late
s 0-
1"4 / 3
PLATE LO
CA
TION
AN
D O
RIENTA
TION
Symb
ols
Num
be
ring Syste
mG
ene
ral Sa
fety N
ote
s
*Pla
te lo
ca
tion d
eta
ils ava
ilab
le in
MiTe
k 20/20so
ftwa
re o
r up
on
req
uest.
Ind
ustry Stand
ard
s:A
NSI/TP
I1: Na
tion
al D
esig
n Sp
ec
ifica
tion
for M
eta
l P
late
Co
nn
ec
ted
Wo
od
Truss C
on
struc
tion
.D
SB-89: De
sign
Stan
da
rd fo
r Brac
ing
.BC
SI: Build
ing
Co
mp
on
en
t Safe
ty Info
rma
tion
, G
uid
e to
Go
od
Pra
ctic
e fo
r Ha
nd
ling
, In
stallin
g &
Brac
ing
of M
eta
l Pla
te C
on
ne
cte
d W
oo
d Tru
sses.
6-4-8d
ime
nsio
ns sh
ow
n in
ft-in-sixte
en
ths
WEBS
Trusses are designed for w
ind loads in the plane of the truss unless otherw
ise shown.
Lumber design values are in accordance w
ith AN
SI/T
PI 1
section 6.3 These truss designs rely on lum
ber values established by others.