Re: B20001264 LENNAR 273 MCCORD The truss drawing(s ......based on the parameters provided by...

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 4,2020Liu, Xuegang

Pages or sheets covered by this seal: I41174320 thru I41174350

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

B20001264LENNAR 273 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

B20001264

Truss

GE02

Truss Type

Monopitch Supported Gable

Qty

1

Ply

1

LENNAR 273 MCCORD

Job Reference (optional)

I41174320

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:32 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-0xtl7dnvlZOQ4R6mEoaPa_wm8xWnPh8parUoQMzKF?b

Scale = 1:23.2

Sheet FrontFull Sheathing1 Ply 1/2RyDOW8

1

2

3

4

5

6

7

8

14 13 12 11 10 9

2x4

2x4 2x4 2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

11-5-13

-0-11-40-11-4

9-11-89-11-8

0-4-

0

3-7-

13

4.00 12

LOADING (psf)TCLLTCDLBCLLBCDL

20.010.0

0.010.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-SH

0.110.080.05

DEFL.Vert(LL)Vert(TL)Horz(TL)

in0.000.010.00

(loc)119

l/defln/rn/rn/a

L/d180120n/a

PLATESMT20

Weight: 36 lb FT = 20%

GRIP169/123

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

BRACING-TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.

REACTIONS. All bearings 9-11-8.(lb) - Max Horz 2=116(LC 5)

Max Uplift All uplift 100 lb or less at joint(s) 9, 2, 10, 11, 12, 13, 14Max Grav All reactions 250 lb or less at joint(s) 9, 2, 10, 11, 12, 13 except 14=254(LC 1)

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

NOTES- (8-9)1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and

C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor reactions shown; Lumber DOL=1.60 plate grip DOL=1.60

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

3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 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) 9, 2, 10, 11, 12,

13, 14.7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and

referenced standard ANSI/TPI 1.8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using

proprietary methods (e.g. Stabilizer, etc.).

May 4,2020





Job

B20001264

Truss

GE05

Truss Type

Common Supported Gable

Qty

1

Ply

1

LENNAR 273 MCCORD


I41174321

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:35 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-RWYulepn1Um_xvqLvw86CdYH48Zwc0oFGpiS1hzKF?Y

Scale = 1:70.9


1 2

3

4

5

6

7

89

10

11

12

13

14

15 16 17

18

19

20

21

22

2324

25

26

27

28

29

3031

58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 323x8

5x6

5x6

5x6

5x6

5x6

3x8

23-4-14

40-0-040-0-0

-0-11-40-11-4

20-0-020-0-0

40-0-020-0-0

40-11-40-11-4

0-6-

8

10-6

-8

0-6-

8

6.00 12

Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-15,0-6-8], [2:0-0-7,0-0-15], [8:0-3-0,0-3-0], [24:0-3-0,0-3-0], [30:0-3-8,Edge], [30:0-0-15,0-6-8], [30:0-0-7,0-0-15], [39:0-3-0,0-3-0],[51:0-3-0,0-3-0]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-SH

0.070.050.12


in0.000.000.01

(loc)303130

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 Stud *Except*

16-45,15-46,14-47,17-44,18-43: 2x4 SPF No.2WEDGELeft: 2x4 SPF No.2, Right: 2x4 SPF No.2

BRACING-TOP CHORD Sheathed or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 16-45, 15-46, 14-47, 13-48, 17-44, 18-43,

19-42

REACTIONS. All bearings 40-0-0.(lb) - Max Horz 2=-102(LC 7)

Max Uplift All uplift 100 lb or less at joint(s) 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 2

Max Grav All reactions 250 lb or less at joint(s) 30, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 2


NOTES- (10-11)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and



4) All plates are 2x4 MT20 unless otherwise indicated.5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 46, 47, 48, 49, 50,

51, 52, 53, 54, 55, 56, 57, 58, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 2.9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and



May 4,2020





Job

B20001264

Truss

GE07

Truss Type


Qty

1

Ply

1

LENNAR 273 MCCORD


I41174322

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:36 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-vi6Gy_qPonurZ3PXTdfLkq4RdYukLTzPVTS?Z7zKF?X

Scale = 1:61.2

Sheet FrontFull Sheathing1 Ply 7/16OSB8

12

3

4

5

6

7

8

9

10

11

12

13

14

15

16

1718

19

36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20

3x8

4x6

3x8

5x6 2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

14-2-1

4

20-0-020-0-0

-0-11-40-11-4

10-0-010-0-0

20-0-010-0-0

20-11-40-11-4

0-10

-0

9-2-

0

0-10

-0

10.00 12

Plate Offsets (X,Y)-- [2:0-1-1,0-1-4], [18:0-1-1,0-1-4], [20:0-0-0,0-1-4], [28:0-3-0,0-3-0], [36:0-0-0,0-1-4]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-R

0.150.080.12


in-0.00-0.010.00

(loc)191920

l/defln/rn/rn/a

L/d180120n/a

PLATESMT20


GRIP169/123

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

10-28: 2x4 SPF No.2

BRACING-TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 10-28


Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 33, 34, 27, 26, 25, 24, 23, 22 except 36=-183(LC 4), 20=-121(LC 5), 35=-173(LC 5), 21=-136(LC 4)

Max Grav All reactions 250 lb or less at joint(s) 20, 28, 29, 30, 31, 32, 33, 34, 35, 27, 26, 25, 24, 23, 22, 21 except 36=258(LC 5)





4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).6) Gable studs spaced at 1-4-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 30, 31, 32, 33,

34, 27, 26, 25, 24, 23, 22 except (jt=lb) 36=183, 20=121, 35=173, 21=136.9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and



May 4,2020





Job

B20001264

Truss

GE08

Truss Type


Qty

1

Ply

1

LENNAR 273 MCCORD


I41174323

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:37 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-NugeAKr1Z50iAC_j1LAaH2ddAyEi4xgYk7BZ5azKF?W

Scale = 1:18.3

Sheet BackFull Sheathing1 Ply 1/2RyDOW8

1

2

3

4

5

6

10 9 8 7

2x4

2x4 2x4 2x4

2x4

2x4

2x4

2x4

2x4

7-5-10

-0-11-40-11-4

5-11-85-11-8

0-5-

0

2-10

-13

5.00 12


20.010.0

0.010.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-P

0.090.030.03


in0.00

-0.000.00

(loc)117

l/defln/rn/rn/a

L/d180120n/a

PLATESMT20


GRIP169/123




Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9, 10





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) 7, 2, 8, 9, 10.7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and



May 4,2020





Job

B20001264

Truss

GE09

Truss Type


Qty

1

Ply

1

LENNAR 273 MCCORD


I41174324

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:37 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-NugeAKr1Z50iAC_j1LAaH2dcxyDt4uEYk7BZ5azKF?W

Scale: 1/4"=1'


1

2

3

4

5

6

7

8

9

10

11

12

13

24 23 22 21 20 19 18 17 16 15 14

2x4

3x4

4x6

3x4

2x4 2x4 2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

10-0

-9

12-4-012-4-0

-0-11-40-11-4

6-2-06-2-0

12-4-06-2-0

13-3-40-11-4

1-0-

8

7-2-

8

1-0-

8

12.00 12


20.010.0

0.010.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-R

0.170.080.25


in-0.00-0.010.00

(loc)131314

l/defln/rn/rn/a

L/d180120n/a

PLATESMT20


GRIP169/123




Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-157(LC 4), 14=-128(LC 5), 23=-160(LC 5), 15=-143(LC 4)

Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15





4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).6) Gable studs spaced at 1-4-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17,

16 except (jt=lb) 24=157, 14=128, 23=160, 15=143.9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and



May 4,2020





Job

B20001264

Truss

GE10

Truss Type

Common Structural Gable

Qty

1

Ply

1

LENNAR 273 MCCORD


I41174325

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:39 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-JHoPb0sI5iHQQW868mC2MTir6ll9YpNrBRggASzKF?U

Scale = 1:75.8

Sheet FrontRight Option 6-7-81 Ply 7/16OSB8

12

3

4

5

6

78

18 17

15

14 13 12 11 10 9

19 20

16

4x6

3x12 5x12

2x4 2x4

3x12

2x4

3x8

3x6 2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4 2x4

2x4

2x4

2x4 2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

6-7-8

5-5-

1

15-5-10

10-0-010-0-0

12-4-02-4-0

13-4-81-0-8

20-0-06-7-8

-0-11-40-11-4

5-1-125-1-12

6-2-01-0-4

10-0-03-10-0

14-10-44-10-4

20-0-05-1-12

20-11-40-11-4

1-0-

8

11-0

-8

1-0-

8

12.00 12

Plate Offsets (X,Y)-- [9:0-6-12,0-1-8], [17:0-6-0,0-3-0], [18:0-6-8,0-1-8], [29:0-1-14,0-1-0], [31:0-1-14,0-1-0]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-SH

0.580.740.14


in-0.23-0.590.02

(loc)17-1817-18

9

l/defl>630>246

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*

5-17,2-18,7-9: 2x4 SPF No.2OTHERS 2x4 SPF-S Stud

BRACING-TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.JOINTS 1 Brace at Jt(s): 19, 20

REACTIONS. All bearings 7-11-8 except (jt=length) 18=0-3-8, 16=0-3-8.(lb) - Max Horz 18=-261(LC 4)

Max Uplift All uplift 100 lb or less at joint(s) 18, 15, 14 except 10=-425(LC 1), 16=-101(LC 2)Max Grav All reactions 250 lb or less at joint(s) 15, 14, 13, 12, 11, 10, 16 except 18=777(LC 1), 9=1041(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-723/106, 3-4=-517/127, 4-5=-462/159, 5-6=-484/152, 6-7=-673/97, 2-18=-675/134,

7-9=-621/124BOT CHORD 17-18=-98/412, 16-17=0/539, 15-16=0/539, 14-15=0/396, 13-14=0/396, 12-13=0/396,

11-12=0/396, 10-11=0/396, 9-10=0/396WEBS 17-19=-124/435, 5-19=-126/427




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) 18, 15, 14 except

(jt=lb) 10=425, 16=101.7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and



May 4,2020





Job

B20001264

Truss

GE11

Truss Type


Qty

1

Ply

1

LENNAR 273 MCCORD


I41174326

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:40 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-nTLnoMtws0PH1gjIiTjHvgF8p9G5HH1_Q5QDiuzKF?T

Scale = 1:70.9


1 2

3

4

5

6

7

89

10

11

12

13

14

15 16 17

18

19

20

21

22

2324

25

26

27

28

29

3031

58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 323x8

5x6

5x6

5x6

5x6

5x6

3x8

23-4-14

40-0-040-0-0

-0-11-40-11-4

20-0-020-0-0

40-0-020-0-0

40-11-40-11-4

0-6-

8

10-6

-8

0-6-

8

6.00 12

Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-15,0-6-8], [2:0-0-7,0-0-15], [8:0-3-0,0-3-0], [24:0-3-0,0-3-0], [30:0-3-8,Edge], [30:0-0-15,0-6-8], [30:0-0-7,0-0-15], [39:0-3-0,0-3-0],[51:0-3-0,0-3-0]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-SH

0.070.050.12


in0.000.000.01

(loc)303130

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 Stud *Except*

16-45,15-46,14-47,17-44,18-43: 2x4 SPF No.2WEDGELeft: 2x4 SPF No.2, Right: 2x4 SPF No.2

BRACING-TOP CHORD Sheathed or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 16-45, 15-46, 14-47, 13-48, 17-44, 18-43,

19-42


Max Uplift All uplift 100 lb or less at joint(s) 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 2

Max Grav All reactions 250 lb or less at joint(s) 30, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 2





4) All plates are 2x4 MT20 unless otherwise indicated.5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 46, 47, 48, 49, 50,

51, 52, 53, 54, 55, 56, 57, 58, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 2.9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and



May 4,2020





Job

B20001264

Truss

GE20

Truss Type


Qty

1

Ply

1

LENNAR 273 MCCORD


I41174327

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:41 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-Fgv90iuYdKX8fqIUGBFWRuoJxZbj0lI8fl9mELzKF?S

Scale = 1:14.9


1

2

3

4

5

8 7 6

2x4

2x4 2x4 2x4

2x4

2x4

2x4

7-3-4

-0-11-40-11-4

5-11-85-11-8

0-4-

0

2-3-

13

4.00 12


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-P

0.110.090.05


in0.000.000.00

(loc)116

l/defln/rn/rn/a

L/d180120n/a

PLATESMT20


GRIP169/123




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





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) * 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) 6, 2, 7, 8.8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2.9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and



May 4,2020





Job

B20001264

Truss

GE35

Truss Type


Qty

1

Ply

1

LENNAR 273 MCCORD


I41174328

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:42 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-ksTXD1vAOdf?H_shpuml_5KUFzyZlCnHtPvKnnzKF?R

Scale = 1:27.2


1

2

3

4

5

6

7

8

9

10

1112

21 20 19 18 17 16 15 14 133x4

4x6

3x4 2x4 2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

9-5-1

16-0-016-0-0

8-0-08-0-0

16-0-08-0-0

16-11-40-11-4

0-4-

0

3-0-

0

0-4-

0

4.00 12


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-SH

0.070.050.03


in0.000.000.00

(loc)111211

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 Stud

BRACING-TOP CHORD Sheathed or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.


Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 18, 19, 20, 21, 16, 15, 14, 13Max Grav All reactions 250 lb or less at joint(s) 1, 11, 17, 18, 19, 20, 21, 16, 15, 14, 13





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) * 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) 1, 11, 18, 19, 20,

21, 16, 15, 14, 13.9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and



May 4,2020





Job

B20001264

Truss

M01

Truss Type

Monopitch

Qty

9

Ply

1

LENNAR 273 MCCORD


I41174329

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:43 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-C21vQNwo9xnsu7RtNbH_XJtVUMAmUd5Q63etJDzKF?Q

Scale = 1:22.0

1

2

3

4

6 5

2x4

3x6

5x8

3x4

3x4

8-0-48-0-4

9-11-81-11-4

-0-11-40-11-4

8-0-48-0-4

9-11-81-11-4

0-4-

0

3-7-

13

2-1-

3

1-6-

10

2-4-

11

1-3-

2

4.00 12

2.00 12


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-SH

0.680.500.16


in-0.12-0.350.02

(loc)2-62-6

5

l/defl>947>333

n/a

L/d240180n/a

PLATESMT20


GRIP169/123


4-5: 2x4 SPF-S Stud


REACTIONS. (size) 2=0-5-8, 5=0-1-8Max Horz 2=100(LC 5)Max Uplift 2=-83(LC 4), 5=-58(LC 6)Max Grav 2=421(LC 1), 5=351(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-686/174BOT CHORD 2-6=-184/612, 5-6=-173/570WEBS 3-6=0/328, 3-5=-778/280



2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide

will fit between the bottom chord and any other members.4) Bearing at joint(s) 2, 5 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 at joint(s) 5.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5.7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and



May 4,2020





Job

B20001264

Truss

M02

Truss Type

Monopitch

Qty

6

Ply

1

LENNAR 273 MCCORD


I41174330

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:43 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-C21vQNwo9xnsu7RtNbH_XJteHMDZUf3Q63etJDzKF?Q

Scale = 1:13.7

1

2

3

54

6

7

4x6

2x4

2x4

3x4

3-8-03-8-0

3-11-80-3-8

-0-11-40-11-4

3-8-03-8-0

3-11-80-3-8

0-5-

0

1-9-

142-0-

13

0-3-

8

1-3-

8

2-0-

13

5.00 12

Plate Offsets (X,Y)-- [6:0-2-0,0-0-15]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-R

0.120.260.03


in-0.00-0.000.00

(loc)557

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP197/144

LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x4 SPF 2100F 1.8EOTHERS 2x4 SPF 2100F 1.8E


REACTIONS. (size) 2=0-9-4, 7=0-1-8Max Horz 2=51(LC 5)Max Uplift 2=-58(LC 6)Max Grav 2=219(LC 1), 7=202(LC 2)




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) 7 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) 7.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2.6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and



May 4,2020





Job

B20001264

Truss

M05

Truss Type

Monopitch

Qty

5

Ply

1

LENNAR 273 MCCORD


I41174331

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:44 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-gFbIejwQwFvjWH03xJoD3WQjSmYkD6paLjORrgzKF?P

Scale = 1:18.1

1

2

3

4

2x4

2x4 2x4

-0-11-40-11-4

5-11-85-11-8

0-5-

0

2-10

-13

2-7-

5

0-3-

8

2-10

-13

5.00 12


20.010.0

0.010.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-P

0.480.330.00


in-0.05-0.140.00

(loc)2-42-4

4

l/defl>999>487

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 4,2020





Job

B20001264

Truss

M08

Truss Type

Monopitch

Qty

3

Ply

1

LENNAR 273 MCCORD


I41174332

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:44 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-gFbIejwQwFvjWH03xJoD3WQmymb5D2?aLjORrgzKF?P

Scale = 1:15.2

1

2

3

54

67

4x6

3x4

3x4

3x4

4-11-84-11-8

-0-11-40-11-4

4-11-84-11-8

0-5-

0

2-3-

5

2-5-

13

0-3-

8

1-3-

8

2-5-

13

5.00 12


20.010.0

0.010.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-R

0.320.180.31


in-0.01-0.020.01

(loc)2-52-5

7

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.2OTHERS 2x4 SPF-S Stud










May 4,2020





Job

B20001264

Truss

T23

Truss Type

Common

Qty

12

Ply

1

LENNAR 273 MCCORD


I41174333

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:45 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-8R9gr3x3hY1a8RbGV0JSckyn?An4yQfjZN7_O6zKF?O

Scale = 1:71.5

12

3

4

5

6

7

8

9

10

11

1213

18 1716

15 14

3x6

5x6

3x6

5x12

3x6

3x6 5x8

3x6

3x4

2x4

3x6

3x4

2x4

5x12

3x6

3x6

10-0-1510-0-15

20-0-09-11-1

29-11-19-11-1

40-0-010-0-15

-0-11-40-11-4

6-9-36-9-3

13-4-106-7-6

20-0-06-7-6

26-7-66-7-6

33-2-136-7-6

40-0-06-9-3

40-11-40-11-4

0-6-

8

10-6

-8

0-6-

8

6.00 12


20.010.0

0.010.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-MSH

0.940.830.60


in-0.20-0.640.16

(loc)16-1816-18

12

l/defl>999>745

n/a

L/d240180n/a

PLATESMT20


GRIP197/144

LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8E *Except*

15-17: 2x4 SPF No.2WEBS 2x3 SPF No.2SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0

BRACING-TOP CHORD Sheathed or 1-7-8 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 8-16, 6-16


FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-4=-2808/402, 4-6=-2575/388, 6-7=-1851/365, 7-8=-1851/365, 8-10=-2575/388,

10-12=-2808/402BOT CHORD 2-18=-252/2438, 16-18=-137/2045, 14-16=-137/2045, 12-14=-252/2438WEBS 7-16=-182/1214, 8-16=-710/206, 8-14=0/505, 10-14=-312/168, 6-16=-710/206,

6-18=0/505, 4-18=-312/168



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) except (jt=lb)

2=112, 12=112.5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and



May 4,2020





Job

B20001264

Truss

T24

Truss Type

Common

Qty

5

Ply

1

LENNAR 273 MCCORD


I41174334

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:46 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-cdj23PyhSs9QlbAS2kqh8xVyqa6Hhtvto1tXwYzKF?N

Scale = 1:70.7

12

3

4

5

6

7

8

9

10

11

12

17 1615

14 13

3x6 3x8

6x10

3x6

3x6 5x8

5x6

3x6 3x6

3x4

2x4

5x12

3x6

3x4

2x4

3x6

10-0-1510-0-15

20-0-09-11-1

29-11-19-11-1

39-9-09-9-15

-0-11-40-11-4

6-9-36-9-3

13-4-106-7-6

20-0-06-7-6

26-7-66-7-6

33-2-136-7-6

39-9-06-6-3

0-6-

8

10-6

-8

0-8-

0

6.00 12

Plate Offsets (X,Y)-- [12:0-0-0,0-2-9]


20.010.0

0.010.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-MS

0.930.830.60


in-0.20-0.640.16

(loc)13-1513-15

12

l/defl>999>743

n/a

L/d240180n/a

PLATESMT20


GRIP197/144

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

9-12: 2x4 SPF 2100F 1.8EBOT CHORD 2x4 SPF 2100F 1.8E *Except*

14-16: 2x4 SPF No.2WEBS 2x3 SPF No.2SLIDER Left 2x4 SP No.3 1-6-0, Right 2x3 SPF No.2 1-6-0

BRACING-TOP CHORD Sheathed or 2-0-11 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 8-15, 6-15

REACTIONS. (size) 12=Mechanical, 2=0-3-8Max Horz 2=118(LC 6)Max Uplift 12=-77(LC 7), 2=-112(LC 6)Max Grav 12=1583(LC 1), 2=1650(LC 1)


10-12=-2775/403BOT CHORD 2-17=-284/2432, 15-17=-169/2039, 13-15=-169/2032, 12-13=-285/2405WEBS 7-15=-182/1208, 8-15=-702/206, 6-15=-710/206, 8-13=0/487, 10-13=-299/169,

6-17=0/505, 4-17=-313/168



3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.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) 12 except (jt=lb)

2=112.6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and



May 4,2020





Job

B20001264

Truss

T27

Truss Type

Common

Qty

3

Ply

1

LENNAR 273 MCCORD


I41174335

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:47 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-4pHQGlzJCAHHNllecRLwh92CH_VoQPV01hc5S_zKF?M

Scale = 1:54.2

1

2

3

4

56

9 8 710 11 12 13

4x10

4x6

5x12

2x4 2x4

4x10

10-0-010-0-0

20-0-010-0-0

5-1-125-1-12

10-0-04-10-4

14-10-44-10-4

20-0-05-1-12

20-11-40-11-4

0-10

-0

9-2-

0

0-10

-0

10.00 12

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


20.010.0

0.0 *10.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-SH

0.630.690.26


in-0.18-0.470.03

(loc)7-87-8

7

l/defl>999>506

n/a

L/d240180n/a

PLATESMT20


GRIP197/144


1-9,5-7: 2x4 SP 2400F 2.0E


REACTIONS. (size) 9=Mechanical, 7=0-3-8Max Horz 9=-226(LC 4)Max Uplift 9=-26(LC 6), 7=-61(LC 7)Max Grav 9=867(LC 1), 7=935(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-989/118, 2-3=-776/138, 3-4=-775/137, 4-5=-986/117, 1-9=-733/100, 5-7=-805/137BOT CHORD 8-9=-48/676, 7-8=0/667WEBS 3-8=-78/573




will fit between the bottom chord and any other members, with BCDL = 10.0psf.5) Refer to girder(s) for truss to truss connections.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 7.7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and



May 4,2020





Job

B20001264

Truss

T49

Truss Type

Roof Special

Qty

5

Ply

1

LENNAR 273 MCCORD


I41174336

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:48 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-Y0qoU5zxzTP8?vKqA9t9EMaIRNr69jWAGLMe_RzKF?L

Scale = 1:72.6

2

3

4

5

6

7

8

9

10

11

118

1716

15 1413 12

5x12

3x6

5x12

3x6

2x4

3x6

5x12

5x8

2x4

2x4 3x6

3x6

3x4

4x10

6x8

3x6

3x4

2x4 8x8

2-2-02-2-0

9-0-06-10-0

14-5-05-5-0

20-0-05-7-0

29-11-19-11-1

39-9-09-9-15

-0-11-40-11-4

2-2-02-2-0

9-0-06-10-0

14-5-05-5-0

20-0-05-7-0

26-7-66-7-6

33-2-136-7-6

39-9-06-6-3

0-6-

8

10-6

-8

0-8-

0

1-0-

0

6.00 12

Plate Offsets (X,Y)-- [1:Edge,0-0-14], [2:0-9-4,0-0-0], [11:0-0-0,0-2-1], [16:0-3-4,0-3-0], [19:0-1-10,0-1-4]


20.07.00.0

10.0


2-0-01.151.15YES

IRC2003/TPI2002


0.920.680.85


in-0.26-0.770.34

(loc)16

12-1411

l/defl>999>620

n/a

L/d240180n/a

PLATESMT20


GRIP197/144


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

2-16,11-13: 2x4 SPF 2100F 1.8EWEBS 2x3 SPF No.2 *Except*

6-16: 2x4 SPF No.2SLIDER Right 2x3 SPF No.2 1-6-0

BRACING-TOP CHORD Sheathed or 2-1-13 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 7-14

REACTIONS. (size) 1=0-3-8, 11=MechanicalMax Horz 1=100(LC 5)Max Uplift 1=-149(LC 6), 11=-149(LC 7)Max Grav 1=1465(LC 1), 11=1464(LC 1)


6-7=-1704/444, 7-9=-2361/493, 9-11=-2564/523BOT CHORD 2-17=-571/3308, 16-17=-420/2739, 12-14=-264/1878, 11-12=-395/2224WEBS 5-16=-331/201, 4-17=-27/537, 4-16=-782/185, 14-16=-101/1441, 6-16=-325/1263,

6-14=-58/468, 7-14=-650/238, 7-12=-6/477, 9-12=-270/186, 3-17=-684/180



3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.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)




May 4,2020





Job

B20001264

Truss

T50

Truss Type

ROOF SPECIAL

Qty

1

Ply

1

LENNAR 273 MCCORD


I41174337

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:49 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-0COBhR_ZknX?c2v1ksOOma7Unn6muAlJU?5BXtzKF?K

Scale = 1:72.7

2

3

4

5

6

7

8

9

10

11

118

1716

15 1413 12

5x12

3x6

5x12

3x6

2x4

3x6

5x12

5x8

2x4

2x4 3x6

3x6

3x4

4x10

6x8

3x6

3x4

2x4 8x8

2-2-02-2-0

9-0-06-10-0

14-5-05-5-0

20-0-05-7-0

29-11-19-11-1

40-0-010-0-15

-0-11-40-11-4

2-2-02-2-0

9-0-06-10-0

14-5-05-5-0

20-0-05-7-0

26-7-66-7-6

33-2-136-7-6

40-0-06-9-3

0-6-

8

10-6

-8

0-6-

8

1-0-

0

6.00 12

Plate Offsets (X,Y)-- [1:Edge,0-0-14], [2:0-9-4,0-0-0], [11:Edge,0-2-4], [16:0-3-4,0-3-0], [19:0-3-0,0-0-4]


20.07.00.0

10.0


2-0-01.151.15YES

IRC2003/TPI2002


0.890.980.85


in-0.26-0.770.35

(loc)12-1412-14

11

l/defl>999>617

n/a

L/d240180n/a

PLATESMT20


GRIP169/123



2-16: 2x4 SPF 2100F 1.8EWEBS 2x3 SPF No.2 *Except*

18-19: 2x4 SPF-S Stud, 6-16: 2x4 SPF No.2SLIDER Right 2x4 SP No.3 1-6-0




6-7=-1712/445, 7-9=-2391/500, 9-11=-2599/530BOT CHORD 2-17=-570/3318, 16-17=-420/2748, 12-14=-266/1893, 11-12=-401/2259WEBS 5-16=-330/201, 4-17=-27/538, 4-16=-783/185, 14-16=-100/1448, 6-16=-326/1265,

6-14=-59/472, 7-14=-659/241, 7-12=-12/491, 9-12=-284/188, 3-17=-685/180







May 4,2020





Job

B20001264

Truss

T51

Truss Type

ROOF SPECIAL

Qty

1

Ply

1

LENNAR 273 MCCORD


I41174338

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:49 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-0COBhR_ZknX?c2v1ksOOma7Unn6?uAlJU?5BXtzKF?K

Scale = 1:73.4

2

3

4

5

6

7

8

9

10

1112

119

1817

16 1514 13

5x12

3x6

2x4

3x6

5x12

5x8

2x4

2x4 3x6 5x12

3x6

3x6

3x4

4x10

6x8

3x6

3x4

2x4 8x8

2-2-02-2-0

9-0-06-10-0

14-5-05-5-0

20-0-05-7-0

29-11-19-11-1

40-0-010-0-15

-0-11-40-11-4

2-2-02-2-0

9-0-06-10-0

14-5-05-5-0

20-0-05-7-0

26-7-66-7-6

33-2-136-7-6

40-0-06-9-3

40-11-40-11-4

0-6-

8

10-6

-8

0-6-

8

1-0-

0

6.00 12

Plate Offsets (X,Y)-- [1:Edge,0-0-14], [2:0-9-4,0-0-0], [17:0-3-4,0-3-0], [20:0-3-0,0-0-4]


20.07.00.0

10.0


2-0-01.151.15YES

IRC2003/TPI2002


0.890.960.85


in-0.26-0.770.35

(loc)13-1513-15

11

l/defl>999>621

n/a

L/d240180n/a

PLATESMT20


GRIP169/123



2-17: 2x4 SPF 2100F 1.8EWEBS 2x3 SPF No.2 *Except*

19-20: 2x4 SPF-S Stud, 6-17: 2x4 SPF No.2SLIDER Right 2x4 SP No.3 2-0-0


REACTIONS. (size) 1=0-3-8, 11=0-3-8Max Horz 1=-113(LC 7)Max Uplift 1=-149(LC 6), 11=-188(LC 7)Max Grav 1=1468(LC 1), 11=1528(LC 1)


6-7=-1710/444, 7-9=-2385/495, 9-11=-2581/524BOT CHORD 2-18=-525/3316, 17-18=-381/2746, 13-15=-234/1891, 11-13=-364/2250WEBS 5-17=-330/201, 4-18=-22/537, 4-17=-782/181, 15-17=-69/1447, 6-17=-317/1265,

6-15=-62/471, 7-15=-658/240, 7-13=-8/491, 9-13=-278/184, 3-18=-685/173







May 4,2020





Job

B20001264

Truss

T53

Truss Type

Common

Qty

1

Ply

1

LENNAR 273 MCCORD


I41174339

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:50 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-VOyZum?BV5fsECUDHavdJngkpBWKdpTSjfrl3JzKF?J

Scale = 1:27.2

1

2

3

4

53x8

4x8

3x8 2x4

8-0-08-0-0

16-0-08-0-0

8-0-08-0-0

16-0-08-0-0

16-11-40-11-4

0-4-

0

3-0-

0

0-4-

0

4.00 12

Plate Offsets (X,Y)-- [1:0-3-9,0-1-8], [3:0-3-9,0-1-8]


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-SH

0.550.700.12


in-0.12-0.300.03

(loc)1-51-5

3

l/defl>999>629

n/a

L/d240180n/a

PLATESMT20


GRIP197/144

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



FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-1107/206, 2-3=-1108/207BOT CHORD 1-5=-121/984, 3-5=-121/984WEBS 2-5=0/371




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) 1 except (jt=lb)

3=101.6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and



May 4,2020





Job

B20001264

Truss

TG10

Truss Type

Common Girder

Qty

1

Ply

2

LENNAR 273 MCCORD


I41174340

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:51 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-zbWx660pGOnjsM3PrHQsr?CxZbwuM3bcyJbIbmzKF?I

Scale = 1:66.1

1

2

3

4

5

8 7 69 10 11 12 13 14 15 16 17

6x10

5x12

6x10 12x12

5x12

3x12

5x12

3x12 5-3-45-3-4

10-2-04-10-12

15-0-124-10-12

20-4-05-3-4

5-3-45-3-4

10-2-04-10-12

15-0-124-10-12

20-4-05-3-4

0-10

-8

11-0

-8

0-10

-8

12.00 12

Plate Offsets (X,Y)-- [1:0-10-0,0-1-4], [5:0-10-0,0-1-4]


20.010.0

0.010.0


2-0-01.151.15NO

IRC2003/TPI2002

CSI.TCBCWBMatrix-SH

0.420.420.96


in-0.08-0.200.04

(loc)7-87-8

5

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP197/144

LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x8 SP 2400F 2.0EWEBS 2x3 SPF No.2 *Except*

3-7: 2x4 SPF No.2



FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-8732/655, 2-3=-5836/596, 3-4=-5835/596, 4-5=-8487/790BOT CHORD 1-8=-455/5861, 7-8=-457/5903, 6-7=-462/5680, 5-6=-458/5641WEBS 3-7=-731/7802, 4-7=-2390/422, 4-6=-372/3640, 2-7=-2722/285, 2-8=-167/4014

NOTES- (9-10)1) 2-ply truss to be connected together with 10d (0.120"x3") nails as follows:

Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone;

cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.605) 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)


referenced standard ANSI/TPI 1.8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1567 lb down and 87 lb up at

0-10-12, 1563 lb down and 89 lb up at 2-10-12, 1563 lb down and 89 lb up at 4-10-12, 1563 lb down and 89 lb up at 6-10-12, 1563lb down and 89 lb up at 8-10-12, 1444 lb down and 161 lb up at 10-10-12, 1444 lb down and 161 lb up at 12-10-12, 1444 lb downand 161 lb up at 14-10-12, and 1444 lb down and 161 lb up at 16-10-12, and 1444 lb down and 161 lb up at 18-10-12 on bottomchord. The design/selection of such connection device(s) is the responsibility of others.

9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using


LOAD CASE(S) StandardContinued on page 2

May 4,2020





Job

B20001264

Truss

TG10

Truss Type

Common Girder

Qty

1

Ply

2

LENNAR 273 MCCORD


I41174340

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:51 2020 Page 2 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-zbWx660pGOnjsM3PrHQsr?CxZbwuM3bcyJbIbmzKF?I

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

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

Concentrated Loads (lb)Vert: 6=-1444(B) 9=-1567(B) 10=-1563(B) 11=-1563(B) 12=-1563(B) 13=-1563(B) 14=-1444(B) 15=-1444(B) 16=-1444(B) 17=-1444(B)





Job

B20001264

Truss

TG11

Truss Type

MONOPITCH GIRDER

Qty

1

Ply

2

LENNAR 273 MCCORD


I41174341

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:52 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-Rn4JJS1S1ivaTWdcP_x5OClBI?HK5eGlAzKs7CzKF?H

Scale: 3/4"=1'

1

2

3

45

9 8

76

10 113x4

2x4

2x4

2x4

4x6

3x4

3x4

3x6

4x8

3-0-03-0-0

4-11-81-11-8

6-3-81-4-0

3-0-03-0-0

4-11-81-11-8

6-3-81-4-0

0-5-

0

2-5-

13 0-11

-14

1-0-

0

1-8-

6

5.00 12

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


20.07.00.0 *

10.0


2-0-01.151.15NO

IRC2003/TPI2002

CSI.TCBCWBMatrix-SH

0.100.340.42


in-0.02-0.030.01

(loc)9

8-96

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP169/123

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

1-8: 2x6 SPF No.2WEBS 2x3 SPF No.2 *Except*

3-8: 2x4 SPF 2100F 1.8E, 5-6,4-6: 2x4 SPF-S Stud

BRACING-TOP CHORD Sheathed or 6-0-0 oc purlins, except

2-0-0 oc purlins: 4-5.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 1-2=-1883/92, 2-3=-1104/66BOT CHORD 1-9=-122/1696, 8-9=-19/272, 6-7=-142/2098WEBS 7-8=-12/429, 4-7=-76/1427, 3-4=-11/367, 4-6=-2364/160, 2-9=0/391, 7-9=-117/1620,

2-7=-708/55

NOTES- (12-13)1) 2-ply truss to be connected together with 10d (0.120"x3") nails as follows:

Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row at 0-9-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 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 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone;

cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.605) 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) * 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) 1, 6.9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and

referenced standard ANSI/TPI 1.10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 847 lb down and 38 lb up at

2-0-12, and 847 lb down and 38 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is theresponsibility of others.

12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using

proprietary methods (e.g. Stabilizer, etc.).Continued on page 2May 4,2020





Job

B20001264

Truss

TG11

Truss Type

MONOPITCH GIRDER

Qty

1

Ply

2

LENNAR 273 MCCORD


I41174341

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:52 2020 Page 2 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-Rn4JJS1S1ivaTWdcP_x5OClBI?HK5eGlAzKs7CzKF?H

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

Uniform Loads (plf)Vert: 1-3=-54, 1-8=-20, 6-7=-20, 4-5=-54

Concentrated Loads (lb)Vert: 10=-847(F) 11=-847(F)





Job

B20001264

Truss

V04

Truss Type

Valley

Qty

1

Ply

1

LENNAR 273 MCCORD


I41174342

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:53 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-vzehXo14o02R5gCoziSKwQIL2Ofvq8UvPd4PgezKF?G

Scale = 1:61.1

12

3

4

5

67

13 12 11 10 9 83x4

4x6

3x4

3x6 2x4 2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

18-9-218-9-2

18-9-60-0-4

9-4-119-4-11

18-9-69-4-11

0-0-

4

9-4-

11

0-0-

4

12.00 12


20.010.0

0.010.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-SH

0.160.190.16


inn/an/a

0.01

(loc) - - 7

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP169/123


7-10: 2x4 SPF-S StudOTHERS 2x3 SPF No.2



Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 12=-169(LC 6), 13=-124(LC 6), 9=-169(LC 7), 8=-124(LC 7)

Max Grav All reactions 250 lb or less at joint(s) 1, 7, 11 except 12=349(LC 10), 13=269(LC 1), 9=349(LC 11), 8=270(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-256/121WEBS 3-12=-267/217, 5-9=-267/217



3) Gable requires continuous bottom chord bearing. 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, 7 except (jt=lb)

12=169, 13=124, 9=169, 8=124.6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and



May 4,2020





Job

B20001264

Truss

V05

Truss Type

Valley

Qty

1

Ply

1

LENNAR 273 MCCORD


I41174343

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:53 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-vzehXo14o02R5gCoziSKwQILmOfWq72vPd4PgezKF?G

Scale = 1:51.4

1

2

3

4

5

9 8 7 63x4

4x6

3x4

3x6 2x4 2x4

2x4

2x4

2x4

16-9-216-9-2

16-9-60-0-4

8-4-118-4-11

16-9-68-4-11

0-0-

4

8-4-

11

0-0-

4

12.00 12

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


20.010.0

0.010.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-SH

0.180.220.19


inn/an/a

0.00

(loc) - - 5

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP169/123


5-7: 2x4 SPF-S StudOTHERS 2x3 SPF No.2



Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-185(LC 6), 6=-185(LC 7)Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=384(LC 10), 6=384(LC 11)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-9=-279/221, 4-6=-282/223



3) Gable requires continuous bottom chord bearing. 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 except (jt=lb)




May 4,2020





Job

B20001264

Truss

V06

Truss Type

Valley

Qty

1

Ply

1

LENNAR 273 MCCORD


I41174344

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:54 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-NAC4k82iZJAIjqn_WPzZTdqVBo1nZbx2eGpyC5zKF?F

Scale = 1:45.2

1

2

3

4

5

8 7 63x4

4x6

3x4

2x4 2x4

2x4

2x4

2x4

14-9-614-9-6

7-4-117-4-11

14-9-67-4-11

0-0-

4

7-4-

11

0-0-

4

12.00 12


20.010.0

0.010.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-SH

0.200.090.15


inn/an/a

0.00

(loc) - - 5

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP197/144

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



Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-162(LC 6), 6=-162(LC 7)Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=333(LC 10), 6=333(LC 11)








May 4,2020





Job

B20001264

Truss

V07

Truss Type

Valley

Qty

1

Ply

1

LENNAR 273 MCCORD


I41174345

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:54 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-NAC4k82iZJAIjqn_WPzZTdqWQo1gZcY2eGpyC5zKF?F

Scale = 1:39.3

1

2

3

4

5

8 7 63x4

4x6

3x4

2x4 2x4

2x4

2x4

2x4

12-9-612-9-6

6-4-116-4-11

12-9-66-4-11

0-0-

4

6-4-

11

0-0-

4

12.00 12


20.010.0

0.010.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-SH

0.190.100.11


inn/an/a

0.00

(loc) - - 5

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP197/144

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











May 4,2020





Job

B20001264

Truss

V08

Truss Type

Valley

Qty

1

Ply

1

LENNAR 273 MCCORD


I41174346

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:55 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-rMlSyU3KKdI9KzMB47Vo0rNdPCNwI3ECtwZWkXzKF?E

Scale = 1:33.5

1

2

3

4

5

8 7 63x4

4x6

3x4

2x4 2x4

2x4

2x4

2x4

10-9-610-9-6

5-4-115-4-11

10-9-65-4-11

0-0-

4

5-4-

11

0-0-

4

12.00 12


20.010.0

0.010.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-SH

0.430.100.08


inn/an/a

0.00

(loc) - - 5

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP169/123

LUMBER-TOP CHORD 2x4 SPF-S StudBOT CHORD 2x4 SPF No.2OTHERS 2x3 SPF No.2




FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-8=-265/216, 4-6=-265/216







May 4,2020





Job

B20001264

Truss

V09

Truss Type

Valley

Qty

1

Ply

1

LENNAR 273 MCCORD


I41174347

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:55 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-rMlSyU3KKdI9KzMB47Vo0rNa5CMbI4YCtwZWkXzKF?E

Scale = 1:29.7

1

2

3

42x4

4x6

2x4 2x4

8-9-68-9-6

4-4-114-4-11

8-9-64-4-11

0-0-

4

4-4-

11

0-0-

4

12.00 12


20.010.0

0.010.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-P

0.580.180.06


inn/an/a

0.00

(loc) - - 3

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP169/123

LUMBER-TOP CHORD 2x4 SPF-S StudBOT CHORD 2x4 SPF No.2OTHERS 2x3 SPF No.2


REACTIONS. (size) 1=8-9-6, 3=8-9-6, 4=8-9-6Max Horz 1=94(LC 5)Max Uplift 1=-30(LC 7), 3=-30(LC 7)Max Grav 1=195(LC 1), 3=195(LC 1), 4=256(LC 1)




3) Gable requires continuous bottom chord bearing. 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, 3.6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and



May 4,2020





Job

B20001264

Truss

V10

Truss Type

Valley

Qty

1

Ply

1

LENNAR 273 MCCORD


I41174348

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:56 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-JYJq9q4y5xQ0y7xNeq01Y2wpkcXz1XnL5aI3GzzKF?D

Scale = 1:22.6

1

2

3

2x4

3x4

2x4

0-0-40-0-4

6-9-66-9-2

3-4-113-4-11

6-9-63-4-11

0-0-

4

3-4-

11

0-0-

4

12.00 12

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


20.010.0

0.010.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-P

0.330.810.00


inn/an/a

0.00

(loc) - - 3

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP169/123

LUMBER-TOP CHORD 2x4 SPF-S StudBOT CHORD 2x4 SPF-S Stud









May 4,2020





Job

B20001264

Truss

V11

Truss Type

Valley

Qty

1

Ply

1

LENNAR 273 MCCORD


I41174349

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:56 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-JYJq9q4y5xQ0y7xNeq01Y2wsZceu1XnL5aI3GzzKF?D

Scale = 1:14.7

1

2

3

2x4

3x4

2x4

4-9-24-9-2

4-9-60-0-4

2-4-112-4-11

4-9-62-4-11

0-0-

4

2-4-

11

0-0-

4

12.00 12



20.010.0

0.010.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-P

0.150.370.00


inn/an/a

0.00

(loc) - - 3

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP169/123










May 4,2020





Job

B20001264

Truss

V12

Truss Type

Valley

Qty

1

Ply

1

LENNAR 273 MCCORD


I41174350

8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:57 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-nltCNA4asEYtaHWZCYXG5GS3?02Mm_1UKE2dpPzKF?C

Scale = 1:9.8

1

2

3

2x4

3x4

2x4

2-9-62-9-6

1-4-111-4-11

2-9-61-4-11

0-0-

4

1-4-

11

0-0-

4

12.00 12



20.010.0

0.010.0


2-0-01.151.15YES

IRC2003/TPI2002

CSI.TCBCWBMatrix-P

0.040.100.00


inn/an/a

0.00

(loc) - - 3

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP169/123










May 4,2020

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

Re: B20001264 LENNAR 273 MCCORD The truss drawing(s ......based on the parameters provided by...

Documents

Transcript of Re: B20001264 LENNAR 273 MCCORD The truss drawing(s ......based on the parameters provided by...