Re: B20001419 LENNAR 278 MCCORD The truss drawing(s ......16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re:

16023 Swingley Ridge RdChesterfield, MO 63017314-434-1200

MiTek USA, Inc.

Re:

The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervisionbased on the parameters provided by ProBuild (CarterLee Bldg Components).

May 26,2020Liu, Xuegang

Pages or sheets covered by this seal: I41410544 thru I41410589

My license renewal date for the state of Indiana is July 31, 2020.

B20001419LENNAR 278 MCCORD

IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2.

16023 Swingley Ridge RdChesterfield, MO 63017

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.

Job

B20001419

Truss

CG05

Truss Type

Diagonal Hip Girder

Qty

1

Ply

1

LENNAR 278 MCCORD

Job Reference (optional)

I41410544

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:15:44 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-0Vm6pwSCNo09aiFbmltH7PJXH2r3kFGr4_s_u9zDMQD

Scale = 1:12.2

1

2

3 4

7 6

5

8

9

3x6

2x4

2x4

2-10-92-10-1

-1-6-121-6-12

2-10-92-10-9

0-8-

8

1-8-

12

1-10

-5

4.80 12

Plate Offsets (X,Y)-- [2:0-0-8,0-1-4], [7:0-0-0,0-1-4]

LOADING (psf)TCLLTCDLBCLLBCDL

20.010.0

0.010.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.151.15NO

IRC2018/TPI2014

CSI.TCBCWBMatrix-R

0.180.050.00

DEFL.Vert(LL)Vert(CT)Horz(CT)

in-0.00-0.00-0.00

(loc)6-76-7

6

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20

Weight: 10 lb FT = 20%

GRIP197/144

LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF No.2

BRACING-TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins,

except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.

REACTIONS. (size) 7=0-4-13, 6=MechanicalMax Horz 7=55(LC 5)Max Uplift 7=-41(LC 4), 6=-9(LC 5)Max Grav 7=234(LC 1), 6=80(LC 3)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.

NOTES-1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;

MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.15 plategrip DOL=1.15

2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) Refer to girder(s) for truss to truss connections.4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 7 and 9 lb uplift at

joint 6.5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and

referenced standard ANSI/TPI 1.6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 29 lb up at

2-0-4 on top chord, and 3 lb down at 2-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibilityof others.

7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).

LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15

Uniform Loads (plf)Vert: 1-2=-60, 2-3=-60, 3-4=-20, 5-7=-20

May 26,2020





Job

B20001419

Truss

CG06

Truss Type

Diagonal Hip Girder

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410545

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:15:45 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-UhKU1FTq8680CsqnKTOWfcsicSBpTiV?IecXQbzDMQC

Scale = 1:10.5

1

2

3 4

6 5

3x6

2x4

2x4

1-8-71-8-7

-1-3-151-3-15

1-8-71-8-7

0-8-

8

1-4-

10

1-6-

2

5.66 12

Plate Offsets (X,Y)-- [2:0-0-9,0-1-4], [6:0-0-0,0-1-4]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-R

0.150.020.00


in-0.00-0.000.00

(loc)665

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP197/144







MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.15 plate grip DOL=1.15



referenced standard ANSI/TPI 1.

May 26,2020





Job

B20001419

Truss

CG07

Truss Type

Diagonal Hip Girder

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410546

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:15:46 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-ztusEbUSuQGtp?P_uAvlCqPtmsXgC9l8XIL5y1zDMQB

Scale = 1:11.8

1

2

3 4

7 6

5

8

9

3x6

2x4

2x4

2-8-12-7-9

-1-6-121-6-12

2-8-12-8-1

0-8-

8

1-7-

12

1-9-

5

4.80 12

Plate Offsets (X,Y)-- [2:0-0-8,0-1-4], [7:0-0-0,0-1-4]


20.010.0

0.010.0


2-0-01.151.15NO

IRC2018/TPI2014

CSI.TCBCWBMatrix-R

0.180.040.00


in-0.00-0.000.00

(loc)6-76-7

6

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP197/144










referenced standard ANSI/TPI 1.6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 16 lb up at

0-11-12 on top chord, and at 0-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility ofothers.




May 26,2020





Job

B20001419

Truss

CG08

Truss Type

Diagonal Hip Girder

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410547

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:15:47 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-R4SERxU5fjOkR9_ARuQ_k1x2DGsCxc?Imx5eVUzDMQA

Scale = 1:15.0

1

2

3 4

7

6

53x6

2x4

2x4

3-7-133-7-13

-1-3-151-3-15

3-7-133-7-13

0-8-

8

2-3-

10

2-5-

2

5.66 12

Plate Offsets (X,Y)-- [2:0-0-9,0-1-4], [7:0-0-0,0-1-4]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-R

0.140.090.00


in-0.01-0.01-0.00

(loc)6-76-7

6

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP197/144







MWFRS (envelope) gable end zone and C-C Corner(3) -1-3-15 to 2-11-0, Exterior(2R) 2-11-0 to 3-7-13 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.15 plategrip DOL=1.15




May 26,2020





Job

B20001419

Truss

CG09

Truss Type

Diagonal Hip Girder

Qty

2

Ply

1

LENNAR 278 MCCORD


I41410548

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:15:47 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-R4SERxU5fjOkR9_ARuQ_k1x21Gtuxc?Imx5eVUzDMQA

Scale = 1:12.8

1

2

3 4

7

6

53x6

2x4

2x4

2-8-82-8-8

-1-3-151-3-15

2-7-122-7-12

2-8-80-0-12

0-8-

8

1-10

-4

1-11

-13

5.66 12

Plate Offsets (X,Y)-- [2:0-0-9,0-1-4], [7:0-0-0,0-1-4]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-R

0.150.040.00


in-0.00-0.00-0.00

(loc)6-76-7

6

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP197/144











May 26,2020





Job

B20001419

Truss

CG10

Truss Type

Diagonal Hip Girder

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410549

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:15:48 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-vG0cfHVjQ1Wb3JZM?byDHFUDzgDYg2FR_bqC1wzDMQ9

Scale = 1:9.6

1

2

3 4

7 65

3x6

2x4

2x4

1-4-41-4-4

-1-3-151-3-15

1-4-41-4-4

0-8-

8

1-2-

4

1-4-

3

5.66 12

Plate Offsets (X,Y)-- [2:0-0-9,0-1-4], [7:0-0-0,0-1-4]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-R

0.140.010.00


in-0.00-0.000.00

(loc)775

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP197/144











May 26,2020





Job

B20001419

Truss

CG12

Truss Type

Diagonal Hip Girder

Qty

2

Ply

1

LENNAR 278 MCCORD


I41410550

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:15:49 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-NSZ?sdWLBLeShT8ZZJTSqS0Nc3XsPVVbDFalZMzDMQ8

Scale = 1:9.7

1

2

3 4

6

53x4

2x4

2x4

3-0-53-0-5

-1-5-121-5-12

3-0-53-0-5

0-6-

1

1-3-

8

1-4-

10

3.48 12


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-P

0.150.070.00


in-0.00-0.010.00

(loc)2-62-6

6

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP197/144











May 26,2020





Job

B20001419

Truss

GE22

Truss Type

Scissor Supported Gable

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410551

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:15:50 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-re7N4zXzyemJIdjl70_hMgZYLTtg8xgkSvJI5ozDMQ7

Scale = 1:35.1

Sheet BackFull Sheathing1 Ply 1/2RyDOW8

12

3

4

5

6

7

8

9

10

11

1213

22

21

20

19

18

17

16

15

14

2324

4x6

4x6 3x8

5x6

4x6 3x8

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4 11-5-13

9-4-09-4-0

18-8-09-4-0

-0-11-40-11-4

9-4-09-4-0

18-8-09-4-0

19-7-40-11-4

0-6-

8

5-2-

8

0-6-

8

2-7-

10

6.00 12

3.50 12

Plate Offsets (X,Y)-- [2:0-0-10,0-2-5], [2:0-3-3,0-11-9], [12:0-0-10,0-2-5], [12:0-3-3,0-11-9]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.150.100.07


in0.000.010.00

(loc)131312

l/defln/rn/rn/a

L/d180120n/a

PLATESMT20


GRIP169/123

LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS 2x4 SPF-S StudWEDGELeft: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud

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, Except:

6-0-0 oc bracing: 21-22,14-15.

REACTIONS. All bearings 18-8-0.(lb) - Max Horz 2=-64(LC 11)

Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 19, 20, 21, 22, 17, 16, 15, 14Max Grav All reactions 250 lb or less at joint(s) 2, 18, 12, 19, 20, 21, 17, 16, 15 except 22=331(LC 23),

14=331(LC 24)


NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;

MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-4 to 2-0-12, Exterior(2N) 2-0-12 to 6-4-0, Corner(3R) 6-4-0 to 12-4-0,Exterior(2N) 12-4-0 to 16-7-4, Corner(3E) 16-7-4 to 19-7-4 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.15 plate grip DOL=1.15

3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.

4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 19, 20, 21,

22, 17, 16, 15, 14.8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 18, 19, 20, 21, 22, 17, 16, 15, 14.9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and


May 26,2020





Job

B20001419

Truss

GE44

Truss Type

Monopitch Supported Gable

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410552

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:15:51 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-JrhlHJYbjyuAwnHxgjVwvt6kttDOtOKthZ3seFzDMQ6

Scale = 1:13.6

Sheet BackFull Sheathing1 Ply 1/2RyDOW8

1

2

3

4

5

8 7 6

2x4

2x4 2x4 2x4

2x4

2x4

2x4 7-2-3

-0-11-40-11-4

5-11-85-11-8

0-4-

0

2-0-

14

3.50 12


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-P

0.100.070.11


in-0.000.000.00

(loc)116

l/defln/rn/rn/a

L/d180120n/a

PLATESMT20


GRIP169/123

LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x4 SPF-S StudOTHERS 2x4 SPF-S Stud



REACTIONS. All bearings 5-11-8.(lb) - Max Horz 2=57(LC 7)

Max Uplift All uplift 100 lb or less at joint(s) 2, 7, 8Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7 except 8=254(LC 1)



MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-4 to 2-0-12, Exterior(2N) 2-0-12 to 2-9-12, Corner(3E) 2-9-12 to5-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.15 plate grip DOL=1.15

2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.

3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7, 8.7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and


May 26,2020





Job

B20001419

Truss

J04

Truss Type

Jack-Closed

Qty

10

Ply

1

LENNAR 278 MCCORD


I41410553

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:15:52 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-n1F7VfYDUG01Yws7ER09R5evQHZecsE1vDoPAhzDMQ5

Scale = 1:17.4

1

2

3

5

4

3x6

2x4

2x4

3-3-03-3-0

-0-11-40-11-4

3-3-03-3-0

0-8-

8

2-10

-8 2-7-

0

0-3-

8

2-10

-8

8.00 12

Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [5:0-0-0,0-1-4]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-R

0.110.070.00


in-0.00-0.01-0.00

(loc)4-54-5

4

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP169/123

LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF No.2 *Except*

3-4: 2x4 SPF-S Stud



REACTIONS. (size) 5=0-3-8, 4=0-1-8Max Horz 5=77(LC 7)Max Uplift 5=-8(LC 10), 4=-19(LC 10)Max Grav 5=193(LC 1), 4=120(LC 17)



MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.15 plate grip DOL=1.15

2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify

capacity of bearing surface.4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4.6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and


May 26,2020





Job

B20001419

Truss

J05

Truss Type

Jack-Closed

Qty

6

Ply

1

LENNAR 278 MCCORD


I41410554

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:15:53 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-FDpVi?ZrFZ8t94RKo8XO_IB4Dhw7LILA8tYyi7zDMQ4

Scale = 1:17.4

1

2

3

4

8

7

65

3x6

2x4

2x4

2x4

2x4

2x4

2-2-02-2-0

3-3-01-1-0

-0-11-40-11-4

2-2-02-2-0

3-3-01-1-0

0-8-

8

2-10

-8

1-7-

0

1-3-

8

1-10

-8

1-0-

0

8.00 12

Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [8:0-0-0,0-1-4]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-R

0.110.050.07


in-0.01-0.010.01

(loc)775

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP169/123


4-5: 2x4 SPF-S Stud










May 26,2020





Job

B20001419

Truss

J06

Truss Type

Jack-Open

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410555

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:15:54 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-kQNtvKaU0tGknE0WMs3eXVkFn4Gn4mkKNXHWEazDMQ3

Scale = 1:10.6

1

2

5

3

43x6

1-3-01-3-0

-0-11-40-11-4

1-3-01-3-0

0-8-

8

1-6-

8

1-1-

5

1-6-

8

8.00 12

Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [5:0-0-0,0-1-4]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-R

0.120.030.00


in-0.00-0.00-0.00

(loc)553

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP197/144




REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=MechanicalMax Horz 5=34(LC 10)Max Uplift 5=-5(LC 10), 3=-14(LC 10)Max Grav 5=137(LC 1), 3=15(LC 17), 4=20(LC 3)




2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) Refer to girder(s) for truss to truss connections.4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3.5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and


May 26,2020





Job

B20001419

Truss

J07

Truss Type

Jack-Open

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410556

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:15:54 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-kQNtvKaU0tGknE0WMs3eXVkFa4Gi4mkKNXHWEazDMQ3

Scale = 1:10.7

1

2

3

43x8

2-0-122-0-12

-0-11-40-11-4

2-0-122-0-12

0-6-

8

1-6-

14

1-2-

3

1-6-

14

6.00 12

Plate Offsets (X,Y)-- [2:0-0-7,0-0-15], [2:0-0-15,0-5-3], [2:0-3-8,Edge]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-P

0.070.030.00


in-0.00-0.00-0.00

(loc)2

2-43

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP197/144

LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEDGELeft: 2x3 SPF No.2

BRACING-TOP CHORD Structural wood sheathing directly applied or 2-0-12 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.

REACTIONS. (size) 3=Mechanical, 2=0-3-8, 4=MechanicalMax Horz 2=41(LC 10)Max Uplift 3=-23(LC 10), 2=-11(LC 10)Max Grav 3=37(LC 1), 2=158(LC 1), 4=37(LC 3)






May 26,2020





Job

B20001419

Truss

J08

Truss Type

JACK-CLOSED

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410557

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:15:55 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-CcxG7gb6nBObPObivZat3jGQ2UZLpD_TbB13n0zDMQ2

Scale = 1:11.9

1

2

3

4

2x4

2x4

3x8

2-6-02-6-0

-0-11-40-11-4

2-6-02-6-0

0-6-

8

1-9-

8

6.00 12



20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-P

0.090.130.00


in-0.00-0.000.00

(loc)2-42-4

4

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP197/144

LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF No.2WEDGELeft: 2x3 SPF No.2



REACTIONS. (size) 4=Mechanical, 2=0-3-8Max Horz 2=45(LC 7)Max Uplift 4=-8(LC 10), 2=-16(LC 10)Max Grav 4=74(LC 1), 2=171(LC 1)






May 26,2020





Job

B20001419

Truss

J09

Truss Type

JACK-OPEN

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410558

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:15:56 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-goVeK0bkYUWS0YAvTH56cwpcKuxTYgEcqrmdJSzDMQ1

Scale = 1:8.6

1

2

3

43x8

1-2-121-2-12

-0-11-40-11-4

1-2-121-2-12

0-6-

8

1-1-

14

0-9-

3

1-1-

14

6.00 12



20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-P

0.050.010.00


in-0.00-0.00-0.00

(loc)223

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP197/144

LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEDGELeft: 2x3 SPF No.2


REACTIONS. (size) 3=Mechanical, 2=0-3-8, 4=MechanicalMax Horz 2=30(LC 10)Max Uplift 3=-13(LC 10), 2=-12(LC 10)Max Grav 3=12(LC 1), 2=129(LC 1), 4=24(LC 3)






May 26,2020





Job

B20001419

Truss

J10

Truss Type

HALF HIP

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410559

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:15:56 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-goVeK0bkYUWS0YAvTH56cwpYeuvNYgEcqrmdJSzDMQ1

Scale = 1:16.8

1

2

34

6

5

7

3x4

3x4

3x6

3x6

3-1-83-1-8

4-7-81-6-0

-0-11-40-11-4

3-1-83-1-8

4-7-81-6-0

0-8-

8

2-7-

13

2-9-

8

2-4-

5

0-3-

8

2-7-

13

8.00 12

Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [3:0-2-0,Edge], [5:Edge,0-2-0], [6:0-0-0,0-1-4]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-R

0.290.150.00


in-0.01-0.030.00

(loc)5-65-6

5

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP169/123

LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x4 SPF-S Stud *Except*

2-6: 2x3 SPF No.2


except end verticals, and 2-0-0 oc purlins: 3-4.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.




MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-4 to 2-0-12, Exterior(2R) 2-0-12 to 3-1-8, Exterior(2E) 3-1-8 to4-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.15 plate grip DOL=1.15

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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify


referenced standard ANSI/TPI 1.9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.

May 26,2020





Job

B20001419

Truss

J11

Truss Type

JACK-CLOSED

Qty

15

Ply

1

LENNAR 278 MCCORD


I41410560

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:15:57 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-8?20YMcMJoeJeil51_cL88MkMIFTH7Um3VWArvzDMQ0

Scale = 1:21.9

1

2

3

5

4

3x6

3x4

2x4

-0-11-40-11-4

4-7-84-7-8

0-8-

8

3-9-

8

3-6-

0

0-3-

8

3-9-

8

8.00 12

Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [5:0-0-0,0-1-4]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-R

0.230.150.00


in-0.02-0.03-0.00

(loc)4-54-5

4

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP169/123


3-4: 2x4 SPF-S Stud










May 26,2020





Job

B20001419

Truss

J12

Truss Type

Jack-Closed

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410561

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:15:58 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-cBcOlid_46mAGrKHbh7ahLux?idQ0ajvI9GjNLzDMQ?

Scale = 1:15.3

1

2

3

5

4

3x6

2x4

2x4

2-7-82-7-8

-0-11-40-11-4

2-7-82-7-8

0-8-

8

2-5-

8

8.00 12

Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [5:0-0-0,0-1-4]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-R

0.100.040.00


in-0.00-0.00-0.00

(loc)4-54-5

4

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP197/144










May 26,2020





Job

B20001419

Truss

J13

Truss Type

Monopitch

Qty

9

Ply

1

LENNAR 278 MCCORD


I41410562

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:15:58 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-cBcOlid_46mAGrKHbh7ahLuxyidj0ajvI9GjNLzDMQ?

Scale = 1:13.0

1

2

3

5

4

2x4

3x6

2x4

-0-11-40-11-4

1-11-81-11-8

0-8-

8

2-0-

3 1-8-

11

0-3-

8

2-0-

3

8.00 12

Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [5:0-0-0,0-1-4]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-R

0.110.030.00


in-0.00-0.00-0.00

(loc)554

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP169/123


2-5: 2x3 SPF No.2










May 26,2020





Job

B20001419

Truss

J14

Truss Type

JACK-CLOSED

Qty

3

Ply

1

LENNAR 278 MCCORD


I41410563

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:15:59 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-4NAmz2ecrPv1t?vU8PepEZR6?5zil1z3Wp?HwnzDMQ_

Scale = 1:9.8

1

2

3

4

2x4

2x4

2x4

2-7-82-7-8

0-5-

0

1-4-

13

1-1-

5

0-3-

8

1-4-

13

4.50 12


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-P

0.090.040.00


in-0.00-0.000.00

(loc)2-42-4

4

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP169/123

LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x4 SPF-S Stud










May 26,2020





Job

B20001419

Truss

M21

Truss Type

Monopitch

Qty

5

Ply

1

LENNAR 278 MCCORD


I41410564

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:00 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-Yak9AOfEbj1uV9Tgi692mm_C7VFcUUDClTlqRDzDMPz

Scale = 1:13.6

1

2

3

4

5

6

2x4

2x4

2x4

-0-11-40-11-4

5-11-85-11-8

0-4-

0

2-0-

14 1-9-

6

0-3-

8

2-0-

14

3.50 12


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-P

0.450.320.00


in-0.05-0.110.00

(loc)2-42-4

4

l/defl>999>608

n/a

L/d240180n/a

PLATESMT20


GRIP169/123

LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x4 SPF-S Stud






MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-4 to 2-0-12, Interior(1) 2-0-12 to 2-9-12, Exterior(2E) 2-9-12 to5-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.15 plate grip DOL=1.15




May 26,2020





Job

B20001419

Truss

M22

Truss Type

MONOPITCH

Qty

5

Ply

1

LENNAR 278 MCCORD


I41410565

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:00 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-Yak9AOfEbj1uV9Tgi692mm_HSVJBUUDClTlqRDzDMPz

Scale = 1:13.0

1

2

3

5

4

2x4

3x6

2x4

-0-11-40-11-4

1-11-81-11-8

0-8-

8

2-0-

3 1-8-

11

0-3-

8

2-0-

3

8.00 12

Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [5:0-0-0,0-1-4]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-R

0.110.030.00


in-0.00-0.00-0.00

(loc)554

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP169/123


2-5: 2x3 SPF No.2










May 26,2020





Job

B20001419

Truss

T17

Truss Type

Scissor

Qty

5

Ply

1

LENNAR 278 MCCORD


I41410566

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:01 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-0mIXNkftM19l7J2sGqhHJ_WHWvR3DoBM_7UOzgzDMPy

Scale = 1:35.4

1

2

3

4

5

67

8

9

1011

12

4x6

4x6

3x8

4x6

3x8

6x10

2x4 2x4

9-4-09-4-0

18-8-09-4-0

-0-11-40-11-4

7-7-97-7-9

9-4-01-8-7

11-0-71-8-7

18-8-07-7-9

19-7-40-11-4

0-6-

8

5-2-

8

0-6-

8

2-7-

10

6.00 12

3.50 12

Plate Offsets (X,Y)-- [2:0-0-14,0-1-13], [2:0-3-7,Edge], [6:0-0-14,0-1-13], [6:0-3-7,Edge]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.790.880.59


in-0.25-0.580.23

(loc)2-82-8

6

l/defl>882>378

n/a

L/d240180n/a

PLATESMT20


GRIP197/144

LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF No.2WEDGELeft: 2x3 SPF No.2, Right: 2x3 SPF No.2



FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2166/178, 3-4=-1782/111, 4-5=-1782/111, 5-6=-2166/178BOT CHORD 2-8=-86/1925, 6-8=-86/1925WEBS 4-8=-144/1731, 5-8=-405/172, 3-8=-405/172


MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-4 to 2-0-12, Interior(1) 2-0-12 to 6-4-0, Exterior(2R) 6-4-0 to 12-4-0,Interior(1) 12-4-0 to 16-7-4, Exterior(2E) 16-7-4 to 19-7-4 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.15 plate grip DOL=1.15

3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify

capacity of bearing surface.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6.6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and


May 26,2020





Job

B20001419

Truss

T38

Truss Type

HIP

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410567

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:03 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-z9QHoPh7uePTMdCFNFjlOPcbCj8pheDeRRzU2YzDMPw

Scale = 1:68.4

2

3 4 5 6 7 8

9

10 11

118

1716

15 1413

12

31

4x8

8x8 3x8

2x4

3x6

5x12

6x10

2x4

2x4 3x6

4x6

3x8

8x10

5x8

2x4 5x12

3x4

3x8 25-5-0

2-2-02-2-0

7-4-05-2-0

15-10-08-6-0

24-3-88-5-8

32-9-08-5-8

38-0-05-3-0

-0-11-40-11-4

2-2-02-2-0

7-4-05-2-0

11-8-44-4-4

15-10-04-1-12

24-3-88-5-8

32-9-08-5-8

38-0-05-3-0

38-11-40-11-4

0-6-

8

4-0-

11

4-2-

8

0-8-

8

1-0-

0

4-0-

11

6.00 128.00 12

Plate Offsets (X,Y)-- [1:0-1-2,0-2-0], [2:0-8-8,0-0-0], [3:0-4-6,Edge], [7:0-2-8,0-1-8], [8:0-4-0,0-1-9], [10:0-0-0,0-2-5], [16:0-4-0,Edge], [17:0-2-8,0-2-0], [19:0-1-8,0-1-8]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-MSH

0.910.800.88


in-0.45-0.980.36

(loc)16

14-1510

l/defl>999>467

n/a

L/d240180n/a

PLATESMT20


GRIP169/123

LUMBER-TOP CHORD 2x8 SP 2400F 2.0E *Except*

3-6: 2x4 SPF 2100F 1.8E, 8-11: 2x4 SPF No.26-8: 2x4 SP 2400F 2.0E

BOT CHORD 2x4 SPF 2100F 1.8E *Except* 1-18,13-15: 2x4 SPF No.2

WEBS 2x3 SPF No.2 *Except* 18-19: 2x4 SPF-S Stud, 14-16: 2x4 SPF No.2

SLIDER Right 2x4 SPF-S Stud 1-6-0

BRACING-TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins, except

2-0-0 oc purlins (2-2-0 max.): 3-8.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.


FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-23=-635/52, 2-3=-3538/86, 3-4=-3321/93, 4-5=-5077/222, 5-7=-5055/224,

7-8=-3638/160, 8-10=-2252/71BOT CHORD 2-17=-98/3286, 16-17=-207/4355, 12-14=-12/1813, 10-12=-10/1815WEBS 5-16=-385/109, 3-17=0/936, 14-16=-135/3590, 7-16=-98/1461, 7-14=-1055/193,

8-14=-147/2051, 4-17=-1297/170, 4-16=-55/917


MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 2-10-3, Exterior(2R) 2-10-3 to 11-8-4, Interior(1) 11-8-4 to 28-6-1, Exterior(2R) 28-6-1 to 35-11-4, Exterior(2E) 35-11-4 to 38-11-4 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.15 plate grip DOL=1.15

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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10.6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and


May 26,2020





Job

B20001419

Truss

T39

Truss Type

HIP

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410568

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:04 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-RLzf0lilfyXK_mnRxyE_xc8oO6UnQ4eog5j2a?zDMPv

Scale = 1:68.4

2

3 4 5 6 7

8

910

117

1615

14 1312

11

30

31 32

3334

4x8

8x8 3x6

2x4

3x6

5x12

5x12

2x4

2x4 3x6

2x4

3x6

6x10

5x8

2x4 5x8

3x4

2-2-02-2-0

10-0-07-10-0

15-10-05-10-0

23-3-87-5-8

30-9-07-5-8

38-0-07-3-0

-0-11-40-11-4

2-2-02-2-0

10-0-07-10-0

15-10-05-10-0

23-3-87-5-8

30-9-07-5-8

38-0-07-3-0

38-11-40-11-4

0-6-

8

5-4-

11

5-6-

8

0-8-

8

1-0-

0

5-4-

11

6.00 128.00 12

Plate Offsets (X,Y)-- [1:0-1-2,0-2-0], [2:0-8-12,0-0-0], [3:0-4-6,Edge], [6:0-2-8,0-1-8], [7:0-4-0,0-1-9], [9:0-4-5,Edge], [15:0-5-8,0-3-0], [18:0-1-8,0-1-8]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014


0.810.820.93


in-0.34-0.700.36

(loc)16-2516-25

9

l/defl>999>648

n/a

L/d240180n/a

PLATESMT20


GRIP169/123

LUMBER-TOP CHORD 2x4 SPF 2100F 1.8E *Except*

1-3: 2x8 SP 2400F 2.0E, 3-5: 2x4 SPF No.2BOT CHORD 2x4 SPF No.2 *Except*

2-15: 2x4 SPF 2100F 1.8EWEBS 2x3 SPF No.2 *Except*

17-18: 2x4 SPF-S StudSLIDER Right 2x4 SPF-S Stud 1-6-0



REACTIONS. (size) 1=0-3-8, 9=0-3-8Max Horz 1=100(LC 9)Max Grav 1=1513(LC 1), 9=1570(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-22=-635/55, 2-3=-3052/49, 3-4=-3426/88, 4-6=-3422/91, 6-7=-2741/82, 7-9=-2209/62BOT CHORD 2-16=-54/2771, 15-16=-52/2777, 11-13=0/1748, 9-11=0/1750WEBS 4-15=-390/116, 3-16=0/346, 3-15=-119/904, 13-15=-51/2715, 6-15=-55/777,

6-13=-896/171, 7-13=-115/1281, 7-11=0/255


MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 2-10-3, Interior(1) 2-10-3 to 5-9-1, Exterior(2R) 5-9-1 to 14-2-15,Interior(1) 14-2-15 to 26-6-1, Exterior(2R) 26-6-1 to 34-11-15, Interior(1) 34-11-15 to 35-11-4, Exterior(2E) 35-11-4 to 38-11-4 zone;cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;Lumber DOL=1.15 plate grip DOL=1.15

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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and


May 26,2020





Job

B20001419

Truss

T40

Truss Type

ROOF SPECIAL

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410569

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:05 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-vXX2D5iNQFfBbwMdVglDTqhwPWs59ahxvlSb6RzDMPu

Scale = 1:69.7

2

3

4 5 6 7

8

910

117

16

15

14 1312

11

30

31

32

33

4x8

8x8 6x16 5x8

2x4

3x6

5x12

5x12

2x4

2x4 3x6

3x8

8x8

5x12 2x4 4x8

3x6

2-2-02-2-0

9-0-06-10-0

15-10-06-10-0

23-4-07-6-0

23-8-110-4-11

29-0-85-3-13

38-0-08-11-8

-0-11-40-11-4

2-2-02-2-0

7-5-05-3-0

12-8-05-3-0

15-10-03-2-0

23-4-07-6-0

23-8-110-4-11

29-0-85-3-13

38-0-08-11-8

38-11-40-11-4

0-6-

8

6-6-

6

6-10

-8

0-8-

8

1-0-

0

6-8-

11

6.00 12

8.00 12

Plate Offsets (X,Y)-- [1:0-1-2,0-2-0], [2:0-8-4,0-0-0], [4:0-4-6,Edge], [7:0-4-0,0-1-9], [9:0-4-5,Edge], [15:0-5-4,0-2-4], [18:0-1-8,0-1-8]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014


0.920.680.75


in-0.21-0.500.26

(loc)16-2513-14

9

l/defl>999>903

n/a

L/d240180n/a

PLATESMT20


GRIP169/123

LUMBER-TOP CHORD 2x4 SPF No.2 *Except*

1-3: 2x8 SP 2400F 2.0E, 4-6: 2x6 SPF No.27-10: 2x4 SPF 2100F 1.8E

BOT CHORD 2x4 SPF No.2 *Except* 2-15: 2x4 SPF 2100F 1.8E

WEBS 2x3 SPF No.2 *Except* 17-18: 2x4 SPF-S Stud, 6-13: 2x4 SPF No.2

SLIDER Right 2x4 SPF-S Stud 1-6-0

BRACING-TOP CHORD Structural wood sheathing directly applied, except


REACTIONS. (size) 1=0-3-8, 9=0-3-8Max Horz 1=120(LC 9)Max Uplift 9=-69(LC 11)Max Grav 1=1513(LC 1), 9=1570(LC 1)


6-7=-2222/139, 7-9=-2154/116BOT CHORD 2-16=-49/3618, 15-16=-15/2317, 11-13=0/1680, 9-11=0/1682WEBS 5-15=-429/110, 3-16=-1022/178, 4-16=0/751, 4-15=-72/719, 13-15=0/2192,

6-15=-40/500, 6-13=-740/160, 7-13=-111/799, 7-11=0/275



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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9.6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and


May 26,2020





Job

B20001419

Truss

T41

Truss Type

ROOF SPECIAL

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410570

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 08:11:48 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-O?hxjjCmVvtczs01A9bHu4VXxq7rFTCfwdTpxQzChPf

Scale = 1:69.5

2

3

4

5 6 7

8

9

10

1112

119

1817

16 1514

13

32 33

34

35

36

8x8

6x8 5x12

5x12 5x6

4x8 2x4

3x6

6x16

5x8

2x4

2x4 3x8 MT18HS

2x4

5x8

5x12 4x6 4x8

3x6

2-2-02-2-0

8-9-06-7-0

15-10-07-1-0

20-8-04-10-0

31-0-810-4-8

38-0-06-11-8

-0-11-40-11-4

2-2-02-2-0

8-9-06-7-0

15-4-06-7-0

15-10-00-6-0

20-8-04-10-0

26-4-115-8-11

31-0-84-7-13

38-0-06-11-8

38-11-40-11-4

0-6-

8

8-0-

11

5-2-

6

8-2-

8

0-8-

8

1-0-

0

8-0-

11

6.00 12

8.00 12

Plate Offsets (X,Y)-- [2:0-11-13,0-0-0], [5:0-4-6,Edge], [7:0-6-0,0-0-15], [8:0-6-0,0-1-14], [9:0-3-0,0-2-3], [11:0-4-5,Edge], [13:0-2-8,0-2-0], [17:0-2-8,0-3-0], [20:0-1-8,0-1-8]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014


0.880.970.98


in-0.33-0.770.29

(loc)13-1513-15

11

l/defl>999>595

n/a

L/d240180n/a

PLATESMT20MT18HS


GRIP169/123197/144


9-12: 2x4 SPF 2100F 1.8E, 1-3: 2x8 SP 2400F 2.0EBOT CHORD 2x4 SPF No.2 *Except*


19-20: 2x4 SPF-S StudWEDGELeft: 2x3 SPF No.2SLIDER Right 2x4 SPF-S Stud 1-6-0


2-0-0 oc purlins (3-9-10 max.): 5-7, 8-9.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:

2-2-0 oc bracing: 13-15.WEBS 1 Row at midpt 8-15, 8-13

REACTIONS. (lb/size) 1=1513/0-3-8, 11=1570/0-3-8Max Horz 1=122(LC 9)Max Uplift 11=-23(LC 11)


5-6=-2053/196, 6-7=-2059/198, 7-33=-2082/188, 8-33=-2157/172, 8-34=-1747/155, 9-34=-1748/155, 9-35=-2110/132, 35-36=-2195/113, 10-36=-2230/100, 10-11=-702/0

BOT CHORD 2-18=-103/4309, 17-18=0/2030, 14-15=-56/2439, 13-14=-56/2439, 11-13=0/1766WEBS 6-17=-278/76, 4-18=-364/154, 15-17=0/1873, 7-17=-55/457, 7-15=-12/429,

8-15=-775/132, 8-13=-1000/82, 9-13=0/878, 3-18=-1489/119, 5-18=-121/1187, 5-17=-39/561



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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 11.7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced

standard ANSI/TPI 1.8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical

purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.

May 26,2020





Job

B20001419

Truss

T42

Truss Type

ROOF SPECIAL

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410571

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 08:12:01 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-WWzsR9MwRuWm0sVXQOKLvpXna4bxoMQZv87?uAzChPS

Scale = 1:78.9

2 3

4

5

6

78

9

1011

120

1918 17

16 15 1413

12

33 34

3536

8x8

5x6

5x12 6x6

4x8 2x4

3x6

6x16

5x12

2x4 2x4

3x8 MT18HS

3x6

3x8

2x4

3x6

5x12 4x6

5x8

3x4

2-2-02-2-0

10-0-67-10-6

15-10-05-9-10

18-0-02-2-0

23-6-55-6-5

29-0-115-6-5

38-0-08-11-5

-0-11-40-11-4

2-2-02-2-0

10-0-67-10-6

15-10-05-9-10

18-0-02-2-0

23-6-55-6-5

29-0-115-6-5

33-0-83-11-13

38-0-04-11-8

38-11-40-11-4

0-6-

8

3-10

-6

9-6-

8

0-8-

8

1-0-

0

3-10

-6

6.00 12

8.00 12

Plate Offsets (X,Y)-- [2:0-11-13,0-0-0], [7:0-6-0,0-1-14], [8:0-3-5,Edge], [10:0-4-5,Edge], [12:0-2-8,0-2-0], [17:0-5-8,0-3-0], [19:0-2-8,0-1-8], [21:0-1-8,0-1-8]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014


0.760.840.98


in-0.26-0.550.31

(loc)19-2818-19

10

l/defl>999>833

n/a

L/d240180n/a

PLATESMT20MT18HS


GRIP169/123197/144


3-5: 2x4 SPF 2100F 1.8E, 1-3: 2x8 SP 2400F 2.0EBOT CHORD 2x4 SPF No.2 *Except*


20-21: 2x4 SPF-S StudWEDGELeft: 2x3 SPF No.2SLIDER Right 2x4 SPF-S Stud 1-6-0


2-0-0 oc purlins (3-2-0 max.): 7-8.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 4-17, 3-19

REACTIONS. (lb/size) 1=1514/0-3-8, 10=1571/0-3-8Max Horz 1=-123(LC 15)Max Uplift 1=-9(LC 10), 10=-35(LC 11)


5-34=-1952/131, 6-34=-2029/115, 6-7=-2461/121, 7-35=-2840/109, 8-35=-2840/108, 8-36=-2189/118, 9-36=-2223/92, 9-10=-946/0

BOT CHORD 2-19=-180/4323, 18-19=-33/2709, 17-18=-33/2709, 13-14=0/2865, 12-13=0/2865, 10-12=-1/1784

WEBS 4-19=0/551, 4-17=-1072/142, 5-17=0/1383, 6-14=0/310, 7-14=-884/64, 7-12=-873/72, 8-12=0/1444, 14-17=0/2130, 6-17=-587/141, 3-19=-1641/150


MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 2-10-3, Interior(1) 2-10-3 to 15-0-0, Exterior(2R) 15-0-0 to 21-0-0,Interior(1) 21-0-0 to 30-0-8, Exterior(2R) 30-0-8 to 35-11-4, Exterior(2E) 35-11-4 to 38-11-4 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.15 plate gripDOL=1.15

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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 1 and 35 lb uplift at joint

10.7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced

standard ANSI/TPI 1.8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical

purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.

May 26,2020





Job

B20001419

Truss

T43

Truss Type

ROOF SPECIAL

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410572

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:10 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-GVLxGpmWFoHTihEbIDLOAtOnbXVKprAg20AMoezDMPp

Scale = 1:69.6

12

3

4

5

6

78

9

1011

1716

1514

13 12

26

27 28

2930

5x8

5x12 6x6

5x8

3x6

3x8 MT18HS

5x12

2x4 4x8

3x6

3x6 4x8 5x8

3x6

3x8 MT18HS

9-0-159-0-15

18-0-08-11-1

26-11-18-11-1

31-8-114-9-10

38-0-06-3-5

-0-11-40-11-4

9-0-159-0-15

18-0-08-11-1

26-11-18-11-1

31-8-114-9-10

35-0-83-3-13

38-0-02-11-8

38-11-40-11-4

0-6-

82-6-

6

9-6-

8

0-8-

8 2-6-

6

6.00 12

8.00 12

Plate Offsets (X,Y)-- [2:Edge,0-2-0], [4:0-6-0,0-3-0], [7:0-6-0,0-1-14], [8:0-3-5,Edge], [10:0-4-5,Edge], [12:0-2-8,0-2-0], [13:0-2-8,0-1-8]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014


0.900.930.67


in-0.20-0.490.14

(loc)13-1513-15

10

l/defl>999>919

n/a

L/d240180n/a

PLATESMT20MT18HS


GRIP169/123197/144


4-5,5-7: 2x4 SPF 2100F 1.8EBOT CHORD 2x4 SPF No.2WEBS 2x3 SPF No.2 *Except*

4-15,6-15: 2x4 SPF No.2SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SPF-S Stud 1-6-0


2-0-0 oc purlins (2-10-1 max.): 7-8.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:


REACTIONS. (size) 2=0-3-8, 10=0-3-8Max Horz 2=-118(LC 15)Max Uplift 2=-23(LC 10), 10=-35(LC 11)Max Grav 2=1579(LC 1), 10=1570(LC 1)


8-10=-2225/86BOT CHORD 2-17=-47/2254, 15-17=-49/2251, 13-15=0/2575, 12-13=0/3408, 10-12=-0/1785WEBS 4-17=0/340, 4-15=-797/154, 5-15=0/1082, 6-15=-1123/150, 6-13=0/615, 7-13=-923/39,

7-12=-1090/53, 8-12=0/1931


MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-4 to 2-0-12, Interior(1) 2-0-12 to 15-0-0, Exterior(2R) 15-0-0 to21-0-0, Interior(1) 21-0-0 to 32-0-8, Exterior(2R) 32-0-8 to 35-11-4, Exterior(2E) 35-11-4 to 38-11-4 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.15 plategrip DOL=1.15

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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10.7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and


May 26,2020





Job

B20001419

Truss

T44

Truss Type

COMMON

Qty

5

Ply

1

LENNAR 278 MCCORD


I41410573

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:11 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-khvJU8n805PKJrpnrwsdj5x0fxuWYMYqHgvvK5zDMPo

Scale = 1:62.5

12

3

4

5

6

7

89

11 10

12

13 14

15

3x6

5x8

3x6

5x8 5x16 MT18HS

2x4

5x16 MT18HS

2x4

5x8

12-0-1012-0-10

23-11-611-10-13

36-0-012-0-10

-0-11-40-11-4

9-0-159-0-15

18-0-08-11-1

26-11-18-11-1

36-0-09-0-15

36-11-40-11-4

0-6-

8

9-6-

8

0-6-

8

6.00 12

Plate Offsets (X,Y)-- [2:0-0-7,0-0-15], [2:0-0-15,0-5-3], [2:0-3-8,Edge], [8:0-3-8,Edge], [8:0-0-15,0-5-3], [8:0-0-7,0-0-15], [10:0-8-0,0-3-0], [11:0-8-0,0-3-0]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.680.750.41


in-0.35-0.800.08

(loc)8-108-10

8

l/defl>999>534

n/a

L/d240180n/a

PLATESMT20MT18HS


GRIP197/144197/144

LUMBER-TOP CHORD 2x4 SPF 2100F 1.8EBOT CHORD 2x4 SPF 2100F 1.8EWEBS 2x4 SPF No.2 *Except*

7-10,3-11: 2x3 SPF No.2WEDGELeft: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud



FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2453/74, 3-5=-2180/109, 5-7=-2180/109, 7-8=-2453/74BOT CHORD 2-11=-74/2097, 10-11=0/1391, 8-10=0/2097WEBS 5-10=-41/832, 7-10=-517/210, 5-11=-41/832, 3-11=-517/210


MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-4 to 2-0-12, Interior(1) 2-0-12 to 15-0-0, Exterior(2R) 15-0-0 to21-0-0, Interior(1) 21-0-0 to 33-11-4, Exterior(2E) 33-11-4 to 36-11-4 zone; cantilever left and right exposed ; end vertical left andright exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.15 plate grip DOL=1.15

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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8.6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and


May 26,2020





Job

B20001419

Truss

T45

Truss Type

ROOF SPECIAL

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410574

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:12 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-CtShhUomnPXBx?OzPeNsFIT85LByHiPzWKfTsXzDMPn

Scale = 1:71.7

12

3

4

5

6

7

89

10

1615

1413

12 11

24

25 26

5x8

5x10 MT18HS

5x8

3x6

3x8 MT18HS

5x12

2x4 4x8

5x12

5x8

10x16 MT18HS

3x8 MT18HS

4x8

9-0-159-0-15

18-0-08-11-1

26-11-18-11-1

34-10-117-11-10

38-0-03-1-5

-0-11-40-11-4

9-0-159-0-15

18-0-08-11-1

26-11-18-11-1

34-10-117-11-10

37-5-02-6-5

38-0-00-7-0

38-11-4

0-11-4

0-6-

8

0-11

-15

9-6-

8

0-8-

8

0-11

-15

6.00 12

8.00 12

Plate Offsets (X,Y)-- [2:Edge,0-2-0], [4:0-6-0,0-3-0], [6:0-6-0,0-3-4], [7:0-10-9,0-2-6], [8:0-6-12,0-2-8], [9:0-0-0,0-0-3], [12:0-2-8,0-2-8]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014


0.900.920.88


in-0.38-0.800.11

(loc)11-1211-12

9

l/defl>999>566

n/a

L/d240180n/a

PLATESMT20MT18HS


GRIP197/144197/144


7-8,1-4: 2x4 SPF No.2, 8-10: 2x6 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8E *Except*

13-15: 2x4 SPF No.2WEBS 2x3 SPF No.2 *Except*

4-14,6-14,7-12: 2x4 SPF No.2, 8-11: 2x4 SPF 2100F 1.8EWEDGERight: 2x4 SP No.3SLIDER Left 2x4 SP No.3 1-6-0



2-2-0 oc bracing: 11-12.WEBS 1 Row at midpt 4-14, 6-14, 7-12



8-9=-1987/29BOT CHORD 2-16=-45/2257, 14-16=-46/2254, 12-14=0/2608, 11-12=-25/5447, 9-11=0/1498WEBS 4-16=0/347, 4-14=-803/152, 5-14=0/1099, 6-14=-1170/153, 6-12=0/597, 7-12=-2843/87,

7-11=-1208/92, 8-11=-40/4263





May 26,2020





Job

B20001419

Truss

T46

Truss Type

ROOF SPECIAL

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410575

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:13 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-g403vqpOYjf2Z9zAzLu5oW0IplWG09S7k_O0OzzDMPm

Scale = 1:69.6

12

3

4

5

6

7

89

1011

1716

1514

13 12

26

27 28

29

5x8

5x12

5x12 6x8

5x8

3x6

3x8 MT18HS

5x12

2x4 4x8 3x6 4x8 4x8

3x6

3x8 MT18HS

9-0-159-0-15

18-0-08-11-1

26-11-18-11-1

32-2-115-3-10

38-0-05-9-5

-0-11-40-11-4

9-0-159-0-15

18-0-08-11-1

26-11-18-11-1

32-2-115-3-10

35-5-03-2-5

38-0-02-7-0

38-11-40-11-4

0-6-

82-3-

6

9-6-

8

0-8-

8 2-3-

6

6.00 12

8.00 12

Plate Offsets (X,Y)-- [2:Edge,0-2-0], [4:0-6-0,0-3-0], [6:0-6-0,0-3-0], [7:0-6-0,0-1-14], [8:0-5-5,Edge], [10:0-4-5,Edge], [12:0-2-8,0-2-0], [13:0-2-8,0-1-8]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014


0.900.980.90


in-0.21-0.500.14

(loc)12-1313-15

10

l/defl>999>903

n/a

L/d240180n/a

PLATESMT20MT18HS


GRIP169/123197/144









8-10=-2212/80BOT CHORD 2-17=-47/2254, 15-17=-49/2251, 13-15=0/2567, 12-13=-4/3577, 10-12=0/1769WEBS 4-17=0/340, 4-15=-797/153, 5-15=0/1082, 6-15=-1116/148, 6-13=0/612, 7-13=-1077/50,

7-12=-1124/59, 8-12=-2/2096





May 26,2020





Job

B20001419

Truss

T47

Truss Type

ROOF SPECIAL

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410576

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:15 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-cS8qKWqf3KwmoT7Y4mxZtx5fjYC_U5JPCIt7TszDMPk

Scale = 1:69.6

12

3

4

5

6

78

9

1011

1615

1413

12

25

26 27

2829

5x6

5x12 6x6

5x8

3x4

3x6

5x12

2x4 5x8

3x8

5x8 5x8

3x6

3x8 MT18HS

9-0-159-0-15

18-0-08-11-1

29-6-1111-6-11

38-0-08-5-5

-0-11-40-11-4

9-0-159-0-15

18-0-08-11-1

23-9-55-9-5

29-6-115-9-5

33-5-03-10-5

38-0-04-7-0

38-11-40-11-4

0-6-

8

3-7-

6

9-6-

8

0-8-

8

3-7-

6

6.00 12

8.00 12

Plate Offsets (X,Y)-- [2:Edge,0-2-0], [4:0-6-0,0-3-0], [7:0-6-0,0-1-14], [8:0-3-5,Edge], [10:0-4-5,Edge]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014


0.870.900.74


in-0.36-0.840.13

(loc)12-1412-14

10

l/defl>999>541

n/a

L/d240180n/a

PLATESMT20MT18HS


GRIP169/123197/144


4-5: 2x4 SPF 2100F 1.8EBOT CHORD 2x4 SPF No.2 *Except*

13-15: 2x4 SPF 2100F 1.8EWEBS 2x3 SPF No.2SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SPF-S Stud 1-6-0


2-0-0 oc purlins (3-0-9 max.): 7-8.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 4-14, 6-14



8-10=-2242/104BOT CHORD 2-16=-49/2253, 14-16=-51/2250, 12-14=0/2119, 10-12=0/1797WEBS 4-16=0/317, 4-14=-788/161, 5-14=0/1178, 6-14=-792/158, 6-12=-30/1247,

7-12=-1785/114, 8-12=0/1585





May 26,2020





Job

B20001419

Truss

T48

Truss Type

ROOF SPECIAL

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410577

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:16 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-4fiCXsrHqe2dQcileTSoQ8eoTyYdDU7ZQydg?IzDMPj

Scale = 1:69.6

12

3

4 5

6 7

89

10

1112

1716 15 14

13

26

27 28

29

30

31

3x8

5x12 6x8

6x16 6x6

3x8 MT18HS5x8

3x4

2x4

3x6 3x4

5x8 5x8

3x6

3x8 MT18HS

8-7-158-7-15

17-11-129-3-13

26-10-118-10-15

38-0-011-1-5

-0-11-40-11-4

8-7-158-7-15

17-2-08-6-1

18-10-01-8-0

26-10-118-0-11

31-5-04-6-5

38-0-06-7-0

38-11-40-11-4

0-6-

8

8-11

-11

4-11

-6

9-1-

8

0-8-

8

8-11

-11

6.00 12

8.00 12

Plate Offsets (X,Y)-- [2:Edge,0-2-0], [6:0-6-0,0-0-15], [7:0-4-6,Edge], [8:0-8-0,0-1-14], [9:0-3-5,Edge], [11:0-4-5,Edge], [17:0-2-8,0-1-8]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014


1.000.940.96


in-0.29-0.610.11

(loc)13-2013-20

11

l/defl>999>743

n/a

L/d240180n/a

PLATESMT20MT18HS


GRIP169/123197/144





2-0-0 oc purlins (3-5-2 max.): 6-7, 8-9.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:




9-11=-2177/141BOT CHORD 2-17=-34/2274, 15-17=0/1647, 13-15=0/1667, 11-13=-3/1735WEBS 4-17=-499/221, 6-17=-169/935, 6-15=-74/413, 7-15=-223/261, 8-13=-1660/174,

9-13=0/1217, 7-13=-125/1315


MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-4 to 2-0-12, Interior(1) 2-0-12 to 14-2-0, Exterior(2R) 14-2-0 to21-10-0, Interior(1) 21-10-0 to 28-5-0, Exterior(2R) 28-5-0 to 34-5-0, Interior(1) 34-5-0 to 35-11-4, Exterior(2E) 35-11-4 to 38-11-4zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.15 plate grip DOL=1.15



May 26,2020





Job

B20001419

Truss

T49

Truss Type

ROOF SPECIAL

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410578

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:18 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-11qyyYsXMFIKfws7muUGVZj8DmFQhWDsuG6n4BzDMPh

Scale = 1:69.6

12

3

4

5

6 7

89

10

1112

18 17 1615

1413

27

28

29 30

31

32

33

3x6

5x12 5x12

5x8 5x8

3x6 4x8

3x6

3x4

2x4

3x4 5x8 2x4 5x8

3x4

3x6

9-0-159-0-15

18-0-08-11-1

24-2-116-2-11

29-5-05-2-5

38-0-08-7-0

-0-11-40-11-4

7-3-157-3-15

14-6-07-2-1

21-6-07-0-0

24-2-112-8-11

29-5-05-2-5

38-0-08-7-0

38-11-40-11-4

0-6-

8

7-7-

11

6-3-

67-9-

8

0-8-

8

7-7-

11

6.00 12

8.00 12

Plate Offsets (X,Y)-- [2:Edge,0-2-0], [6:0-6-0,0-0-15], [7:0-6-0,0-0-15], [8:0-4-0,0-1-14], [9:0-4-0,0-1-9], [11:0-4-5,Edge]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014


0.980.860.48


in-0.17-0.420.10

(loc)16-1816-18

11

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP169/123


5-6,9-12: 2x4 SPF 2100F 1.8EBOT CHORD 2x4 SPF No.2WEBS 2x3 SPF No.2SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SPF-S Stud 1-6-0


2-0-0 oc purlins (2-2-0 max.): 6-7, 8-9.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 7-16, 8-15



9-11=-2168/144BOT CHORD 2-18=-14/2297, 16-18=0/1829, 15-16=0/1912, 13-15=0/1697, 11-13=0/1700WEBS 4-18=-336/166, 6-18=-56/582, 6-16=0/320, 7-15=-72/813, 8-15=-1261/132,

9-15=-50/769, 9-13=0/279


MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-4 to 2-0-12, Interior(1) 2-0-12 to 11-6-0, Exterior(2R) 11-6-0 to17-6-0, Interior(1) 17-6-0 to 18-6-0, Exterior(2R) 18-6-0 to 21-6-0, Exterior(2E) 21-6-0 to 24-2-11, Interior(1) 24-2-11 to 26-5-0,Exterior(2R) 26-5-0 to 32-5-0, Interior(1) 32-5-0 to 35-11-4, Exterior(2E) 35-11-4 to 38-11-4 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.15 plate gripDOL=1.15



May 26,2020





Job

B20001419

Truss

T50

Truss Type

ROOF SPECIAL

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410579

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:19 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-VENK9ut97ZQBH4QKJc?V1nGNT9cNQyz?7wrLcdzDMPg

Scale = 1:68.4

12

3

4

5 6 7 8

9

1011

1615

1413

12

25

26

27 28

29

30

6x8 3x6

5x8

3x4

5x12

2x4

2x4

3x12

5x8

2x4 5x8

3x6

3x6

11-10-011-10-0

20-7-48-9-4

29-4-88-9-4

38-0-08-7-8

-0-11-40-11-4

5-11-155-11-15

11-10-05-10-1

20-7-48-9-4

29-4-88-9-4

38-0-08-7-8

38-11-40-11-4

0-6-

8

6-3-

11

6-5-

8

0-8-

8

6-3-

11

6.00 12 8.00 12

Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-6,Edge], [8:0-4-0,0-1-9], [10:0-4-5,Edge], [15:0-0-0,0-1-12], [15:0-3-0,0-3-0]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014


0.760.810.57


in-0.25-0.510.11

(loc)16-1916-19

10

l/defl>999>885

n/a

L/d240180n/a

PLATESMT20


GRIP169/123


1-5: 2x4 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8E *Except*


5-14,8-14: 2x4 SPF No.2SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0


except 2-0-0 oc purlins (3-10-0 max.): 5-8.

BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.


FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-4=-2655/90, 4-5=-2368/71, 5-6=-2464/100, 6-8=-2462/100, 8-10=-2178/67BOT CHORD 2-16=-36/2312, 14-16=-4/2056, 12-14=0/1706, 10-12=0/1709WEBS 4-16=-291/146, 5-16=0/460, 5-14=-102/624, 6-14=-641/179, 8-14=-125/1017,

8-12=0/342


MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-4 to 2-0-12, Interior(1) 2-0-12 to 7-7-1, Exterior(2R) 7-7-1 to 16-0-15,Interior(1) 16-0-15 to 25-1-9, Exterior(2R) 25-1-9 to 33-7-7, Interior(1) 33-7-7 to 35-11-4, Exterior(2E) 35-11-4 to 38-11-4 zone;cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;Lumber DOL=1.15 plate grip DOL=1.15

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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and


May 26,2020





Job

B20001419

Truss

T51

Truss Type

ROOF SPECIAL

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410580

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:20 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-zQxjNDunusY2vE?WtJWka_pU?Zua9Ji9Labu83zDMPf

Scale = 1:68.9

12

3

4

5 6 7 8 9

10

1112

1716 15 14 13

26

27

28 29

3031

5x8 3x6

5x8

3x6

3x8 MT18HS3x8

2x4

3x6

3x4

3x4

4x6

5x10 MT18HS

5x8

3x4

3x8 MT18HS

9-2-09-2-0

18-8-39-6-3

28-2-59-6-3

38-0-09-9-11

-0-11-40-11-4

4-7-154-7-15

9-2-04-6-1

16-6-137-4-13

23-11-117-4-13

31-4-87-4-13

38-0-06-7-8

38-11-40-11-4

0-6-

8

4-11

-11

5-1-

8

0-8-

8

4-11

-11

6.00 12 8.00 12

Plate Offsets (X,Y)-- [2:Edge,0-2-0], [5:0-4-6,Edge], [9:0-6-12,0-1-15], [11:0-4-5,Edge]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014


0.961.000.93


in-0.24-0.540.17

(loc)13-1515-17

11

l/defl>999>843

n/a

L/d240180n/a

PLATESMT20MT18HS


GRIP169/123197/144


5-7,7-9: 2x4 SPF 2100F 1.8EBOT CHORD 2x4 SPF No.2WEBS 2x3 SPF No.2SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SPF-S Stud 1-6-0


2-0-0 oc purlins (4-1-11 max.): 5-9.BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing.WEBS 1 Row at midpt 6-17



9-11=-2201/71BOT CHORD 2-17=-65/2309, 15-17=-105/3056, 13-15=-86/2893, 11-13=0/1753WEBS 5-17=0/724, 6-17=-1063/125, 8-15=0/301, 8-13=-920/163, 9-13=0/1018


MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-4 to 2-0-12, Interior(1) 2-0-12 to 4-11-1, Exterior(2R) 4-11-1 to13-4-15, Interior(1) 13-4-15 to 27-1-9, Exterior(2R) 27-1-9 to 35-7-7, Interior(1) 35-7-7 to 35-11-4, Exterior(2E) 35-11-4 to 38-11-4zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.15 plate grip DOL=1.15

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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and


May 26,2020





Job

B20001419

Truss

T52

Truss Type

Hip

Qty

2

Ply

1

LENNAR 278 MCCORD


I41410581

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:21 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-RcV5aZvPfAgvWOaiR12z7CLrBzM0u_QIaEKRhVzDMPe

Scale = 1:15.5

1

2

3

4

2x4

3x4

2x4

3-7-43-7-4

7-2-83-7-4

3-7-43-7-4

7-2-83-7-4

8-1-120-11-4

0-6-

0

2-1-

13

0-6-

0

5.50 12

Plate Offsets (X,Y)-- [2:0-2-0,Edge]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-P

0.170.480.00


in-0.11-0.220.00

(loc)1-31-3

3

l/defl>715>357

n/a

L/d240180n/a

PLATESMT20


GRIP197/144

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





MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-0 to 3-7-4, Exterior(2R) 3-7-4 to 5-1-12, Exterior(2E) 5-1-12 to 8-1-12zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.15 plate grip DOL=1.15

3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and


May 26,2020





Job

B20001419

Truss

TG06

Truss Type

Hip Girder

Qty

1

Ply

3

LENNAR 278 MCCORD


I41410582

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:23 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-N?dr?FwgBnwdmhk5YS4RCdR_Dn?BMgwb2YpYlOzDMPc

Scale = 1:67.4

1

2

3 4 5 6 7 8 9

1011

21

20 1918

17 1615

14 13 12

23 24 25 26 27 28

29 30 31 32 33 34 35 36 374x8

8x10 3x6

2x4

3x6

5x12

6x10

2x4

2x4 3x6

2x4

3x6

4x8

4x8

6x10

3x4

3x8

5x6

2x4 8x8

2-2-02-2-0

4-8-02-6-0

10-4-45-8-4

15-10-05-5-12

22-1-16-3-1

28-5-156-4-13

34-9-06-3-1

38-0-03-3-0

-0-11-40-11-4

2-2-02-2-0

4-8-02-6-0

10-4-45-8-4

15-10-05-5-12

22-1-16-3-1

28-5-156-4-13

34-9-06-3-1

38-0-03-3-0

38-11-40-11-4

0-6-

8

2-9-

4

2-10

-8

0-8-

8

1-0-

0 2-9-

4

6.00 128.00 12

Plate Offsets (X,Y)-- [1:0-4-0,0-1-15], [3:0-5-0,0-2-4], [4:0-2-8,0-1-8], [7:0-2-8,0-2-0], [9:0-3-0,0-2-3], [10:0-3-5,0-0-0], [12:0-2-13,0-5-11], [12:0-2-5,0-1-8], [14:0-2-8,0-1-8],[18:0-4-0,Edge], [19:0-2-8,0-2-0], [22:0-3-0,0-0-8]


20.010.0

0.010.0


2-0-01.151.15NO

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.970.690.96


in-0.77-1.440.31

(loc)181812

l/defl>588>314

n/a

L/d240180n/a

PLATESMT20


GRIP169/123


1-3: 2x8 SP 2400F 2.0EBOT CHORD 2x4 SPF No.2 *Except*


21-22: 2x4 SPF-S Stud, 10-12: 2x6 SPF No.2


except end verticals, and 2-0-0 oc purlins (4-5-15 max.): 3-9.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.



7-8=-8804/1419, 8-9=-6754/1091, 9-10=-3268/502, 10-12=-2121/302BOT CHORD 2-20=-1062/6590, 19-20=-1068/6636, 18-19=-1920/11780, 16-17=-85/533,

14-16=-1066/6752, 13-14=-368/2560, 12-13=-367/2563WEBS 5-18=-256/120, 3-20=-79/657, 4-19=-1061/219, 16-18=-1343/8375, 7-18=-912/5424,

7-16=-1676/323, 8-16=-371/2211, 8-14=-1250/255, 9-14=-753/4530, 3-19=-910/5363, 4-18=-471/2765

NOTES-1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows:

Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.Webs connected as follows: 2x3 - 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 toply connections 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;


5) Provide adequate drainage to prevent water ponding.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)

1=320, 12=341.8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and


Continued on page 2May 26,2020





Job

B20001419

Truss

TG06

Truss Type

Hip Girder

Qty

1

Ply

3

LENNAR 278 MCCORD


I41410582

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:24 2020 Page 2 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-rBBDCbxIy52UNrJH69bgkqz9yALQ57AkGCZ5HqzDMPb

NOTES-10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 lb down and 45 lb up at 2-8-12, 91 lb down and 41 lb up at

4-8-12, 91 lb down and 41 lb up at 6-8-12, 91 lb down and 41 lb up at 8-8-12, 91 lb down and 41 lb up at 10-8-12, 91 lb down and 41 lb up at 12-8-12, 91 lb down and41 lb up at 14-8-12, 92 lb down and 39 lb up at 16-8-12, 92 lb down and 39 lb up at 18-8-4, 92 lb down and 39 lb up at 20-8-4, 92 lb down and 39 lb up at 22-8-4, 92 lbdown and 39 lb up at 24-8-4, 92 lb down and 39 lb up at 26-8-4, 92 lb down and 39 lb up at 28-8-4, 92 lb down and 39 lb up at 30-8-4, 92 lb down and 39 lb up at 32-8-4, and 92 lb down and 39 lb up at 34-8-4, and 88 lb down and 40 lb up at 36-8-4 on bottom chord. The design/selection of such connection device(s) is theresponsibility of others.


Uniform Loads (plf)Vert: 1-3=-60, 3-9=-60, 9-10=-60, 10-11=-60, 1-21=-20, 2-18=-20, 12-17=-20

Concentrated Loads (lb)Vert: 20=-89 14=-89 13=-89 23=-119 24=-89 25=-89 26=-89 27=-89 28=-89 29=-89 30=-89 31=-89 32=-89 33=-89 34=-89 35=-89 36=-89 37=-88





Job

B20001419

Truss

TG07

Truss Type

ROOF SPECIAL GIRDER

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410583

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:25 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-KNlcQxywjPAL??uTgs6vH2WP1agYqcKuVsIfqHzDMPa

Scale = 1:67.4

12

3 4 5 6 7

89

1514

13 1211

1016 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31

6x10 4x8

4x10

4x10 5x10 MT18HS

3x8 6x16

2x4 4x6

5x12

6x10

2x4

8x8

5x8

6-6-06-6-0

15-4-158-10-15

24-5-99-0-11

33-4-88-10-15

38-0-04-7-8

-0-11-40-11-4

6-6-06-6-0

15-4-158-10-15

24-5-99-0-11

33-4-88-10-15

38-0-04-7-8

38-11-40-11-4

0-6-

8

3-8-

4

3-9-

8

0-8-

8

3-8-

4

6.00 12 8.00 12

Plate Offsets (X,Y)-- [2:0-0-10,1-0-15], [2:0-3-7,0-2-0], [3:0-6-8,0-3-4], [6:0-2-8,0-2-0], [7:0-7-0,0-3-8], [8:0-8-15,0-3-10], [8:0-2-11,0-1-13], [8:0-4-0,0-4-1], [12:0-2-8,0-2-8]


20.010.0

0.010.0


2-0-01.151.15NO

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.690.760.71


in-0.49-0.940.15

(loc)12-1312-13

8

l/defl>915>481

n/a

L/d240180n/a

PLATESMT20MT18HS


GRIP169/123244/190


3-5,5-7: 2x6 SP 2400F 2.0EBOT CHORD 2x6 SP 2400F 2.0EWEBS 2x3 SPF No.2 *Except*

3-13,6-13,7-12: 2x4 SPF 2100F 1.8EWEDGELeft: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud




FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-5696/802, 3-4=-8654/1326, 4-6=-8653/1325, 6-7=-8214/1272, 7-8=-4788/701BOT CHORD 2-15=-731/5012, 13-15=-729/4987, 12-13=-1247/8213, 10-12=-524/3799, 8-10=-527/3824WEBS 3-15=-63/802, 3-13=-686/3987, 4-13=-592/164, 6-13=-87/494, 6-12=-750/193,

7-12=-781/4738, 7-10=-78/772



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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)

2=366, 8=397.7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and

referenced standard ANSI/TPI 1.8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 194 lb down and 52 lb up at

2-6-12, 148 lb down and 35 lb up at 4-6-12, 148 lb down and 47 lb up at 6-6-12, 148 lb down and 47 lb up at 8-6-12, 148 lb downand 47 lb up at 10-6-12, 148 lb down and 47 lb up at 12-6-12, 148 lb down and 47 lb up at 14-6-12, 148 lb down and 47 lb up at 16-6-12, 148 lb down and 47 lb up at 18-0-0, 148 lb down and 47 lb up at 19-3-12, 148 lb down and 47 lb up at 21-3-12, 148 lbdown and 47 lb up at 23-3-12, 148 lb down and 47 lb up at 25-3-12, 148 lb down and 47 lb up at 27-3-12, 148 lb down and 47 lb upat 29-3-12, 148 lb down and 47 lb up at 31-3-12, and 148 lb down and 47 lb up at 33-3-12, and 239 lb down and 70 lb up at 35-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.

LOAD CASE(S) StandardContinued on page 2May 26,2020





Job

B20001419

Truss

TG07

Truss Type

ROOF SPECIAL GIRDER

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410583

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:25 2020 Page 2 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-KNlcQxywjPAL??uTgs6vH2WP1agYqcKuVsIfqHzDMPa



Concentrated Loads (lb)Vert: 15=-148 10=-148 16=-194 17=-148 18=-148 19=-148 20=-148 21=-148 22=-148 23=-148 24=-148 25=-148 26=-148 27=-148 28=-148 29=-148 30=-14831=-239





Job

B20001419

Truss

TG08

Truss Type

HIP GIRDER

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410584

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:26 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-oaJ_dHzYUiICd9TgEad8qF3iB_83ZDa1kW2CMjzDMPZ

Scale = 1:15.4

1

2 3

4

5

7 68

3x4

4x6 4x6

3x4

2x4 2x4

1-11-91-11-9

5-2-153-3-5

7-2-81-11-9

1-11-91-11-9

5-2-153-3-5

7-2-81-11-9

8-1-120-11-4

0-6-

0

1-4-

13

0-6-

0

1-4-

13

5.50 12


20.010.0

0.010.0


2-0-01.151.15NO

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.150.230.07


in-0.01-0.020.01

(loc)6-76-7

4

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP197/144





FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-620/88, 2-3=-517/79, 3-4=-631/86BOT CHORD 1-7=-54/500, 6-7=-56/517, 4-6=-55/499





1-11-9, 43 lb down and 24 lb up at 2-0-5, 43 lb down and 24 lb up at 3-7-4, and 43 lb down and 24 lb up at 5-2-3, and 72 lb downand 31 lb up at 5-2-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.




Concentrated Loads (lb)Vert: 7=-115(F=-72) 6=-115(F=-72) 8=-43

May 26,2020





Job

B20001419

Truss

TG09

Truss Type

ROOF SPECIAL GIRDER

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410585

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:28 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-kyQk2y_o?KYwsSc2L?gcvg8vJoea1vkKBqXJQczDMPX

Scale = 1:69.6

12

3

4

5

6

7

89

10

1615

1413

12 1124

5x8

8x8

3x8 MT18HS5x6

5x12

2x4 4x8

5x12

4x8

5x8

8x8 5x8

3x4

3x8 MT18HS

9-0-159-0-15

18-0-08-11-1

26-11-18-11-1

34-4-117-5-10

38-0-03-7-5

-0-11-40-11-4

9-0-159-0-15

18-0-08-11-1

26-11-18-11-1

34-4-117-5-10

37-0-82-7-13

38-0-00-11-8

38-11-4

0-11-4

0-6-

8

1-2-

15

9-6-

8

0-8-

8

1-2-

15

6.00 12

8.00 12

Plate Offsets (X,Y)-- [2:Edge,0-2-0], [4:0-6-0,0-3-0], [6:0-6-0,0-3-0], [7:0-4-0,0-2-6], [8:0-5-12,0-3-4], [9:0-0-0,0-0-11], [12:0-2-8,0-2-0]


20.010.0

0.010.0


2-0-01.151.15NO

IRC2018/TPI2014


0.750.930.99


in-0.29-0.620.11

(loc)11-1211-12

9

l/defl>999>737

n/a

L/d240180n/a

PLATESMT20MT18HS


GRIP169/123197/144


7-8: 2x4 SPF No.2, 8-10: 2x6 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8E *Except*


4-14,6-14,8-11: 2x4 SPF No.2, 7-12: 2x4 SPF-S StudWEDGERight: 2x4 SP No.3SLIDER Left 2x4 SP No.3 1-6-0


2-0-0 oc purlins (2-5-7 max.): 7-8.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 4-14, 6-14, 7-12


FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-4=-2622/29, 4-5=-1895/70, 5-6=-1898/58, 6-7=-2973/43, 7-8=-4689/57, 8-9=-2067/42BOT CHORD 2-16=-46/2258, 14-16=-47/2255, 12-14=0/2595, 11-12=-30/4814, 9-11=-6/1562WEBS 4-16=0/346, 4-14=-804/152, 5-14=0/1096, 6-14=-1154/153, 6-12=0/598, 7-12=-2230/93,

7-11=-1200/82, 8-11=-17/3336





37-0-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).

LOAD CASE(S) Standard

Continued on page 2May 26,2020





Job

B20001419

Truss

TG09

Truss Type

ROOF SPECIAL GIRDER

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410585

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:28 2020 Page 2 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-kyQk2y_o?KYwsSc2L?gcvg8vJoea1vkKBqXJQczDMPX


Uniform Loads (plf)Vert: 1-5=-60, 5-7=-60, 7-8=-60, 8-10=-60, 17-20=-20





Job

B20001419

Truss

TG10

Truss Type

Half Hip Girder

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410586

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:29 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-C9_6GI?RmdgnUcBFviBrRuhEUBCcmYHTQUGsz2zDMPW

Scale = 1:12.2

1

2

3 4 5

9

8

76

10

3x4

2x4

3x4

3x6

2x4

3x4

2x4

2-2-02-2-0

3-3-01-1-0

-0-11-40-11-4

1-9-01-9-0

3-3-01-6-0

0-8-

8

1-10

-8

0-7-

0

1-3-

8

0-10

-8

1-0-

0

1-10

-8

8.00 12

Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [3:0-2-0,0-2-3], [9:0-0-0,0-1-4]


20.010.0

0.010.0


2-0-01.151.15NO

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.080.050.20


in-0.00-0.010.01

(loc)886

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP169/123


5-6: 2x4 SPF-S Stud












Uniform Loads (plf)Vert: 1-2=-60, 2-3=-60, 3-5=-60, 8-9=-20, 6-7=-20

Concentrated Loads (lb)Vert: 10=-54(B)

May 26,2020





Job

B20001419

Truss

TG11

Truss Type

Half Hip Girder

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410587

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:30 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-gLYUTe03Xxod5mmRTQi4_5DP5bXWV2edf80QVUzDMPV

Scale = 1:10.5

1

2

3 4

6 57

3x4

2x4

3x6

2x4

1-3-01-3-0

3-3-02-0-0

-0-11-40-11-4

1-3-01-3-0

3-3-02-0-0

0-8-

8

1-6-

8 1-3-

0

0-3-

8

1-6-

8

8.00 12

Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [3:0-2-0,0-2-3], [6:0-0-0,0-1-4]


20.010.0

0.010.0


2-0-01.151.15NO

IRC2018/TPI2014

CSI.TCBCWBMatrix-R

0.090.070.00


in-0.00-0.01-0.00

(loc)5-65-6

5

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP169/123


2-6: 2x3 SPF No.2










1-3-0 on top chord, and 18 lb down and 20 lb up at 1-3-0 on bottom chord. The design/selection of such connection device(s) is theresponsibility of others.




Concentrated Loads (lb)Vert: 7=2(F)

May 26,2020





Job

B20001419

Truss

TG12

Truss Type

HALF HIP GIRDER

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410588

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:31 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-8X6tg_1hIFxUjwLd07DJXJmYN?rHEVumtolz1wzDMPU

Scale = 1:11.7

1

2

34

6

57 8

3x4

3x4

3x6

3x6

1-7-81-7-8

4-7-83-0-0

-0-11-40-11-4

1-7-81-7-8

4-7-83-0-0

0-8-

8

1-8-

3

1-9-

8

1-4-

11

0-3-

8

1-8-

3

8.00 12

Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [3:0-2-1,Edge], [5:Edge,0-2-0], [6:0-0-0,0-1-4]


20.010.0

0.010.0


2-0-01.151.15NO

IRC2018/TPI2014

CSI.TCBCWBMatrix-R

0.250.230.00


in-0.01-0.040.00

(loc)5-65-6

5

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP169/123


2-6: 2x3 SPF No.2










1-7-8, and 54 lb down and 28 lb up at 2-8-4 on bottom chord. The design/selection of such connection device(s) is theresponsibility of others.




Concentrated Loads (lb)Vert: 7=-43(F) 8=-54(F)

May 26,2020





Job

B20001419

Truss

TG13

Truss Type

Half Hip Girder

Qty

1

Ply

1

LENNAR 278 MCCORD


I41410589

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 24 07:16:32 2020 Page 1 Builders First Source, mooresville,inID:9fmbDt2mPy?M77EgDWVtx0zWOEv-ckgFuK1J3Y3LL4wpaqkY3WIhjP8lzy8w6SVXZNzDMPT

Scale = 1:15.1

1

2

3 4

6

57

3x4

3x4

3x6

3x8

2-7-82-7-8

4-7-82-0-0

-0-11-40-11-4

2-7-82-7-8

4-7-82-0-0

0-8-

8

2-5-

8 2-2-

0

0-3-

8

2-5-

8

8.00 12

Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [3:0-2-0,0-2-3], [5:0-3-8,Edge], [6:0-0-0,0-1-4]


20.010.0

0.010.0


2-0-01.151.15NO

IRC2018/TPI2014

CSI.TCBCWBMatrix-R

0.340.400.00


in0.03

-0.050.00

(loc)5-65-6

5

l/defl>999>974

n/a

L/d240180n/a

PLATESMT20


GRIP169/123


2-6: 2x3 SPF No.2













Concentrated Loads (lb)Vert: 7=-159(B)

May 26,2020

PR

OD

UC

T C

OD

E A

PP

RO

VA

LS

LA

TE

RA

L B

RA

CIN

G L

OC

AT

ION

Indicates location where bearings

(supports) occur. Icons vary butreaction section indicates jointnum

ber where bearings occur.

Min size show

n is for crushing only.

Indicated by symbol show

n and/orby text in the bracing section of theoutput. U

se T or I bracing

if indicated.

The first dim

ension is the plate w

idth measured perpendicular

to slots. Second dim

ension isthe length parallel to slots.

Center plate on joint unless x, y

offsets are indicated.D

imensions are in ft-in-sixteenths.

Apply plates to both sides of truss

and fully embed teeth.

1. Additional stability bracing for truss system

, e.g. diagonal or X

-bracing, is always required. S

ee BC

SI.

2. Truss bracing m

ust be designed by an engineer. For

wide truss spacing, individual lateral braces them

selves m

ay require bracing, or alternative Tor I

bracing should be considered.

3. Never exceed the design loading show

n and never stack m

aterials on inadequately braced trusses.

4. Provide copies of this truss design to the building

designer, erection supervisor, property owner and

all other interested parties.

5. Cut m

embers to bear tightly against each other.

6. Place plates on each face of truss at each

joint and embed fully. K

nots and wane at joint

locations are regulated by AN

SI/T

PI 1.

7. Design assum

es trusses will be suitably protected from

the environment in accord w

ith AN

SI/T

PI 1.

8. Unless otherw

ise noted, moisture content of lum

ber shall not exceed 19%

at time of fabrication.

9. Unless expressly noted, this design is not applicable for

use with fire retardant, preservative treated, or green lum

ber.

10. Cam

ber is a non-structural consideration and is the responsibility of truss fabricator. G

eneral practice is to cam

ber for dead load deflection.

11. Plate type, size, orientation and location dim

ensions indicated are m

inimum

plating requirements.

12. Lumber used shall be of the species and size, and

in all respects, equal to or better than that specified.

13. Top chords m

ust be sheathed or purlins provided at spacing indicated on design.

14. Bottom

chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherw

ise noted.

15. Connections not show

n are the responsibility of others.

16. Do not cut or alter truss m

ember or plate w

ithout prior approval of an engineer.

17. Install and load vertically unless indicated otherwise.

18. Use of green or treated lum

ber may pose unacceptable

environmental, health or perform

ance risks. Consult w

ith project engineer before use.

19. Review

all portions of this design (front, back, words

and pictures) before use. Review

ing pictures alone is not sufficient.

20. Design assum

es manufacture in accordance w

ith A

NS

I/TP

I 1 Quality C

riteria.

Failure to F

ollow C

ould Cause P

ropertyD

amage or P

ersonal Injury

(Draw

ings not to scale)

© 2012 M

iTek®

All R

ights Reserved

MiT

ek Engineering R

eference Sheet: M

II-7473 rev. 10/03/2015

edge of truss. from outside

" 16/ 1

-0

ICC

-ES

Reports:

ES

R-1311, E

SR

-1352, ES

R1988

ER

-3907, ES

R-2362, E

SR

-1397, ES

R-3282

JOIN

TS

AR

E G

EN

ER

AL

LY

NU

MB

ER

ED

/LE

TT

ER

ED

CL

OC

KW

ISE

AR

OU

ND

TH

E T

RU

SS

ST

AR

TIN

G A

T T

HE

JOIN

T F

AR

TH

ES

T T

OT

HE

LE

FT

.

CH

OR

DS

AN

D W

EB

S A

RE

IDE

NT

IFIE

D B

Y E

ND

JOIN

TN

UM

BE

RS

/LE

TT

ER

S.

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

BO

TT

OM

CH

OR

DS

TO

P C

HO

RD

S

BE

AR

ING

4 x 4

PL

AT

E S

IZE

This sym

bol indicates the required direction of slots inconnector plates.

"16

/ 1

For 4 x 2 orientation, locate

plates 0-

1"4 / 3

PL

AT

E L

OC

AT

ION

AN

D O

RIE

NT

AT

ION

Sym

bo

lsN

um

berin

g S

ystemG

eneral S

afety No

tes

*P

late locatio

n d

etails available in

MiT

ek 20/20so

ftware o

r up

on

requ

est.

Ind

ustry S

tand

ards:

AN

SI/T

PI1: N

ational Design S

pecification for Metal

Plate C

onnected Wood T

russ Construction.

DS

B-89: D

esign Standard for B

racing.B

CS

I: Building C

omponent S

afety Information,

Guide to G

ood Practice for H

andling, Installing &

Bracing of M

etal Plate

Connected W

ood Trusses.

6-4-8

WE

BS

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. d

imen

sion

s sho

wn

in ft-in

-sixteenth

s

Documents

Re: B20001419 LENNAR 278 MCCORD The truss drawing(s ......16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: