COA C-0844 - documents.brunswickcountync.govdocuments.brunswickcountync.gov/BCMS/0/edoc/354727/wrightsville... · RE: 760483_Master - H&H-NC/Wrightsville Design Code: IRC2009/TPI2007

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

athompson

athompson

Stamp

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

athompson

Job

760483_MASTER

Truss

A01

Truss Type

Attic

Qty

1

Ply

1

H&H-NC/Wrightsville


I26594170






athompson

Stamp

Job

760483_MASTER

Truss

A02

Truss Type

Attic

Qty

14

Ply

1

H&H-NC/Wrightsville


I26594171


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.920.810.90


in-0.46-0.920.02

-0.29

(loc)I-KI-KH

I-K

l/defl>749>375

n/a601

L/d240180n/a

360


GRIP244/190187/143244/190



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


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


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)


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


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.





April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

A05

Truss Type

ATTIC

Qty

2

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix-M)

0.650.940.97


in-0.36-0.600.09

-0.27

(loc)M-NM-N

JM-N

l/defl>999>653

n/a612

L/d240180n/a

360


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


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


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)


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


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


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





April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

A05

Truss Type

ATTIC

Qty

2

Ply

1

H&H-NC/Wrightsville


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.





athompson

Stamp

Job

760483_MASTER

Truss

A06

Truss Type

ATTIC

Qty

4

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.990.760.95


in-0.49-0.940.11

-0.32

(loc)P-QP-Q

MP-Q

l/defl>870>457

n/a528

L/d240180n/a

360


GRIP244/190187/143244/190


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


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)


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


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


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





April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

A06

Truss Type

ATTIC

Qty

4

Ply

1

H&H-NC/Wrightsville


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






athompson

Stamp

Job

760483_MASTER

Truss

A07

Truss Type

ATTIC

Qty

2

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


3-2-01.151.15NO

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.980.970.94


in-0.47-0.880.11

-0.33

(loc)N-PN-P

JN-P

l/defl>899>485

n/a533

L/d240180n/a

360


GRIP244/190187/143244/190


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)


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






April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

A07

Truss Type

ATTIC

Qty

2

Ply

1

H&H-NC/Wrightsville


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





athompson

Stamp

Job

760483_MASTER

Truss

A08

Truss Type

ATTIC

Qty

2

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


3-2-01.151.15NO

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.660.990.82


in-0.47-0.860.14

-0.29

(loc)O-QO-Q

MO-Q

l/defl>697>383

n/a595

L/d240180n/a

360


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)


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





April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

A08

Truss Type

ATTIC

Qty

2

Ply

1

H&H-NC/Wrightsville


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






athompson

Stamp

Job

760483_MASTER

Truss

A09

Truss Type

ATTIC

Qty

6

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007


0.740.900.99


in-0.50-0.890.120.18

(loc)P-Q

QM

O-P

l/defl>583>327

n/a458

L/d240180n/a

360


GRIP244/190187/143244/190


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


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


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)


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


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


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





April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

A09

Truss Type

ATTIC

Qty

6

Ply

1

H&H-NC/Wrightsville


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






athompson

Stamp

Job

760483_MASTER

Truss

A10

Truss Type

ATTIC

Qty

14

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007


0.740.900.99


in-0.50-0.890.120.18

(loc)O-P

PL

N-O

l/defl>583>327

n/a458

L/d240180n/a

360


GRIP244/190187/143244/190


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


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


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




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





April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

A10

Truss Type

ATTIC

Qty

14

Ply

1

H&H-NC/Wrightsville


I26594177








athompson

Stamp

Job

760483_MASTER

Truss

A11

Truss Type

ATTIC

Qty

1

Ply

1

H&H-NC/Wrightsville


I26594178


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007


0.740.900.99


in-0.50-0.890.120.18

(loc)O-P

PL

N-O

l/defl>583>327

n/a458

L/d240180n/a

360


GRIP244/190187/143244/190


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


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


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)


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




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





April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

A11

Truss Type

ATTIC

Qty

1

Ply

1

H&H-NC/Wrightsville


I26594178








athompson

Stamp

Job

760483_MASTER

Truss

A13

Truss Type

Attic

Qty

1

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.920.801.00


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



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


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


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)


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




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






April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

A13

Truss Type

Attic

Qty

1

Ply

1

H&H-NC/Wrightsville


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





athompson

Stamp

Job

760483_MASTER

Truss

A14

Truss Type

ATTIC

Qty

1

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007


0.750.870.95


in-0.51-0.920.120.17

(loc)P-Q

QM

O-P

l/defl>567>316

n/a485

L/d240180n/a

360


GRIP244/190187/143244/190


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


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


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)


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




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





April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

A14

Truss Type

ATTIC

Qty

1

Ply

1

H&H-NC/Wrightsville


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







athompson

Stamp

Job

760483_MASTER

Truss

B01

Truss Type

GABLE

Qty

1

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


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


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


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


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



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





April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

B01

Truss Type

GABLE

Qty

1

Ply

1

H&H-NC/Wrightsville


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






athompson

Stamp

Job

760483_MASTER

Truss

B02

Truss Type

PIGGYBACK BASE

Qty

3

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007


0.650.800.44


in0.20

-0.260.11

(loc)I-LI-PG

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


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


2-0-0 oc purlins (6-0-0 max.): D-E.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.


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



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






April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

B03

Truss Type

Piggyback Base Girder

Qty

2

Ply

3

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15NO

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.840.920.65


in-0.10-0.230.04

(loc)K-LK-L

G

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20MT18H


GRIP244/190244/190


A-M,F-G: 2x6 SP No.2


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)


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





April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

B03

Truss Type

Piggyback Base Girder

Qty

2

Ply

3

H&H-NC/Wrightsville


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


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)





athompson

Stamp

Job

760483_MASTER

Truss

B04

Truss Type

GABLE

Qty

1

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.240.220.16


in-0.00-0.010.01

(loc)PPQ

l/defln/rn/rn/a

L/d12090n/a

PLATESMT20


GRIP244/190


B-AB: 2x4 SP No.3OTHERS 2x4 SP No.3


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


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





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





April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

B04

Truss Type

GABLE

Qty

1

Ply

1

H&H-NC/Wrightsville


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






athompson

Stamp

Job

760483_MASTER

Truss

B05

Truss Type

HIP

Qty

1

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007


0.670.810.49


in0.21

-0.260.11

(loc)I-LI-LG

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190



2-0-0 oc purlins (6-0-0 max.): D-E.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.


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





April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

C01

Truss Type

Common Supported Gable

Qty

1

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.110.080.22


in-0.00-0.000.00

(loc)KKL

l/defln/rn/rn/a

L/d12090n/a

PLATESMT20


GRIP244/190


B-S: 2x4 SP No.3OTHERS 2x4 SP No.3


end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:

6-0-0 oc bracing: S-T.


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




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






April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

C01

Truss Type

Common Supported Gable

Qty

1

Ply

1

H&H-NC/Wrightsville


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_





athompson

Stamp

Job

760483_MASTER

Truss

C02

Truss Type

COMMON

Qty

4

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007


0.330.380.18


in0.07

-0.080.03

(loc)H-KH-O

F

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20MT20HS


GRIP244/190187/143


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.


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



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






April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

C03

Truss Type

Common

Qty

4

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007


0.330.390.18


in0.07

-0.080.03

(loc)F-I

F-ME

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190




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



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






April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

C04

Truss Type

Hip Supported Gable

Qty

1

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.100.060.07


in-0.00-0.000.00

(loc)KKL

l/defln/rn/rn/a

L/d12090n/a

PLATESMT20


GRIP244/190


B-T: 2x4 SP No.3OTHERS 2x4 SP No.3


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.


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





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






April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

D01

Truss Type

GABLE

Qty

2

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.840.420.19


in0.20

-0.230.22

(loc)H-I

G-HG

l/defl>815>703

n/a

L/d240180n/a

PLATESMT20


GRIP244/190


D-H,C-I: 2x4 SP No.3OTHERS 2x4 SP No.3


end verticals.BOT CHORD Rigid ceiling directly applied or 8-3-8 oc bracing.


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




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






April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

D02

Truss Type

SCISSORS

Qty

2

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.840.420.21


in-0.16-0.250.25

(loc)G

F-GF

l/defl>999>652

n/a

L/d240180n/a

PLATESMT20


GRIP244/190


C-G: 2x4 SP No.3




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




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






April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

D03

Truss Type

SCISSORS

Qty

8

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.770.440.20


in-0.14-0.290.30

(loc)E-F

ED

l/defl>999>569

n/a

L/d240180n/a

PLATESMT20


GRIP244/190


B-E: 2x4 SP No.3




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




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






April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

D04

Truss Type

Scissor

Qty

2

Ply

1

H&H-NC/Wrightsville


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


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.800.460.20


in-0.14-0.290.31

(loc)E-F

ED

l/defl>999>550

n/a

L/d240180n/a

PLATESMT20


GRIP244/190


B-E: 2x4 SP No.3




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




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,







April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

FG01

Truss Type

Flat Girder

Qty

2

Ply

3

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15NO

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.900.760.83


in-0.21-0.460.08

(loc)F-GF-G

E

l/defl>775>358

n/a

L/d240180n/a


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


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





April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

FG01

Truss Type

Flat Girder

Qty

2

Ply

3

H&H-NC/Wrightsville


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


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)





athompson

Stamp

Job

760483_MASTER

Truss

G01

Truss Type

GABLE

Qty

1

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.140.170.10


in0.000.010.00

(loc)KKJ

l/defln/rn/rn/a

L/d12090n/a

PLATESMT20


GRIP244/190

LUMBER-TOP CHORD 2x6 SP No.2BOT CHORD 2x4 SP No.2OTHERS 2x4 SP No.3



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




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






April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

G02

Truss Type

COMMON

Qty

10

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.760.740.17


in-0.16-0.450.04

(loc)D-FD-F

D

l/defl>999>521

n/a

L/d240180n/a

PLATESMT20


GRIP244/190

LUMBER-TOP CHORD 2x6 SP No.2BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.3



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




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,







April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

G03

Truss Type

GABLE

Qty

1

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.160.110.08


in0.010.010.00

(loc)MML

l/defln/rn/rn/a

L/d12090n/a

PLATESMT20MT20HS


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


2-0-0 oc purlins (6-0-0 max.): E-I.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.


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




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






April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

J01

Truss Type

Jack-Open

Qty

4

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.490.260.00


in0.000.01

-0.01

(loc)AAD

l/defln/rn/rn/a

L/d12090n/a

PLATESMT20


GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2SLIDER Left 2x4 SP No.2 2-5-1


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


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






April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

J02

Truss Type

Jack-Open

Qty

12

Ply

1

H&H-NC/Wrightsville


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



20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.480.260.00


in-0.03-0.06-0.01

(loc)B-EB-E

D

l/defl>999>843

n/a

L/d240180n/a

PLATESMT20


GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2SLIDER Left 2x4 SP No.2 2-5-1


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)





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






April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

M01

Truss Type

GABLE

Qty

2

Ply

1

H&H-NC/Wrightsville


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



20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.340.170.12


in0.000.01

-0.00

(loc)AAF

l/defln/rn/rn/a

L/d12090n/a

PLATESMT20


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



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





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






April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

M02

Truss Type

Monopitch

Qty

16

Ply

1

H&H-NC/Wrightsville


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



20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007


1.000.920.65


in0.56

-0.46-0.04

(loc)E-HE-H

B

l/defl>264>324

n/a

L/d240180n/a

PLATESMT20MT20HS


GRIP244/190187/143


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.


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


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






April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

PB01

Truss Type

GABLE

Qty

2

Ply

1

H&H-NC/Wrightsville


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


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.140.080.07


inn/an/a

0.00

(loc) - - F

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP244/190




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





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






April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

PB02

Truss Type

GABLE

Qty

42

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.140.110.07


inn/an/a

0.00

(loc) - - F

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP244/190





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





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







April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

PB03

Truss Type

GABLE

Qty

1

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.060.120.00


inn/an/a

0.00

(loc) - - D

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2




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






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







April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

PB04

Truss Type

GABLE

Qty

4

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.060.120.00


inn/an/a

0.00

(loc) - - D

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP244/190





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






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







April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

PB05

Truss Type

GABLE

Qty

2

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.170.110.08


inn/an/a

0.00

(loc) - - G

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP244/190



2-0-0 oc purlins (6-0-0 max.): C-F.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.



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




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






April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

PB06

Truss Type

GABLE

Qty

1

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.040.070.00


inn/an/a

-0.00

(loc) - - E

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP244/190



2-0-0 oc purlins: C-D.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.



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





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






April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

V01

Truss Type

GABLE

Qty

1

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.120.060.22


inn/an/a

0.01

(loc) - - H

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP244/190




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



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






April 26,2016

athompson

Stamp

Job

760483_MASTER

Truss

V02

Truss Type

GABLE

Qty

1

Ply

1

H&H-NC/Wrightsville


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]


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2009/TPI2007

CSI.TCBCWB(Matrix)

0.120.060.11


inn/an/a

-0.00

(loc) - - J

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP244/190



2-0-0 oc purlins (6-0-0 max.): E-I.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.


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



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






April 26,2016

athompson

Stamp

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.

athompson

Stamp

Documents

COA C-0844 - documents.brunswickcountync.govdocuments.brunswickcountync.gov/BCMS/0/edoc/354727/wrightsville... · RE: 760483_Master - H&H-NC/Wrightsville Design Code: IRC2009/TPI2007