re: b20001301 fischer brs-427 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 11,2020Liu, Xuegang

Pages or sheets covered by this seal: I41268961 thru I41268992

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

B20001301FISCHER BRS-427

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

B20001301

Truss

GE01

Truss Type

Common Supported Gable

Qty

1

Ply

1

FISCHER BRS-427

Job Reference (optional)

I41268961

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:12 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-4wXV9e7jg2mDK682frgl7aD2e5ynfgCG6aJ1wvzHY3n

Scale = 1:69.6

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

30

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 32 31

58

3x6

5x6

5x6

5x6

5x6

5x6

3x6

40-0-040-0-0

-1-0-01-0-0

20-0-020-0-0

40-0-020-0-0

0-6-

0

10-6

-0

0-6-

0

6.00 12

Plate Offsets (X,Y)-- [8:0-3-0,0-3-0], [24:0-3-0,0-3-0], [38:0-3-0,0-3-0], [50:0-3-0,0-3-0]

LOADING (psf)TCLLTCDLBCLLBCDL

20.07.00.0 *

10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.060.050.10

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

in-0.000.000.01

(loc)11

30

l/defln/rn/rn/a

L/d180120n/a

PLATESMT20

Weight: 250 lb FT = 20%

GRIP169/123

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

16-44,15-45,14-46,17-43,18-42: 2x4 SPF No.2

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.WEBS 1 Row at midpt 16-44, 15-45, 14-46, 13-47, 17-43, 18-42,

19-41

REACTIONS. All bearings 40-0-0.(lb) - Max Horz 2=134(LC 10)

Max Uplift All uplift 100 lb or less at joint(s) 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 2

Max Grav All reactions 250 lb or less at joint(s) 30, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 2

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

NOTES- (11-12)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;

MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 16-0-0, Corner(3R) 16-0-0 to 24-0-0,Exterior(2N) 24-0-0 to 36-0-0, Corner(3E) 36-0-0 to 40-0-0 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60

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

4) All plates are 2x4 MT20 unless otherwise indicated.5) Gable requires continuous bottom chord bearing. 6) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide

will fit between the bottom chord and any other members.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 45, 46, 47, 48, 49,

50, 51, 52, 53, 54, 55, 56, 57, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 2.10) 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 1.11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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 11,2020





Job

B20001301

Truss

GE02

Truss Type

Common Structural Gable

Qty

1

Ply

1

FISCHER BRS-427


I41268962

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:16 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-yhm0?0AEkHGfpkRpuhlhIQOdciBobKHr1CHF3gzHY3j

Scale = 1:75.7

12

3

4

56

7

8

9

10

1112

26 2524

22 21

20

19

18 17 16 15 14 13

27

28

57

58 59

60

61

23

3x6

3x6

4x6

3x8

5x6

4x6

3x4

3x6

4x6 3x6 4x6

3x6

3x6

4x6

5x12

5x6

6-7-6

10-10-0

10-1-710-1-7

20-0-09-10-9

26-2-86-2-8

29-10-93-8-1

40-0-010-1-7

-1-0-01-0-0

6-9-146-9-14

13-4-156-7-1

20-0-06-7-1

26-7-16-7-1

33-2-26-7-1

40-0-06-9-14

41-0-01-0-0

0-6-

0

10-6

-0

0-6-

0

6.00 12

Plate Offsets (X,Y)-- [2:0-0-0,0-0-9], [8:0-6-0,0-3-7], [9:0-3-0,0-3-0], [11:0-0-0,0-0-13], [41:0-1-9,0-1-0], [44:0-1-9,0-1-0], [51:0-1-9,0-1-0], [53:0-1-9,0-1-0]


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.510.620.74


in-0.27-0.420.04

(loc)24-2624-26

19

l/defl>999>737

n/a

L/d240180n/a

PLATESMT20


GRIP169/123

LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8EWEBS 2x3 SPF No.2OTHERS 2x4 SPF-S StudWEDGELeft: 2x4 SP No.3, Right: 2x4 SP No.3

BRACING-TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.WEBS 1 Row at midpt 8-19, 5-24JOINTS 1 Brace at Jt(s): 27, 28

REACTIONS. All bearings 14-1-0 except (jt=length) 2=0-3-8, 23=0-3-8.(lb) - Max Horz 2=130(LC 10)

Max Uplift All uplift 100 lb or less at joint(s) 11, 2, 20, 14, 13 except 19=-190(LC 11)

Max Grav All reactions 250 lb or less at joint(s) 11, 21, 20, 18, 17, 16, 15, 14, 13, 23 except 19=1425(LC 2), 2=1160(LC 2)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1850/156, 3-5=-1651/133, 5-6=-821/158, 6-7=-632/121, 7-8=-642/118,

8-10=-42/564, 10-11=-68/387BOT CHORD 2-26=-197/1629, 24-26=-79/1141, 23-24=-12/392, 21-23=-12/392, 18-19=-321/61,

17-18=-321/61, 16-17=-321/61, 15-16=-321/61, 14-15=-321/61, 13-14=-321/61, 11-13=-321/61

WEBS 24-27=0/307, 7-27=0/306, 24-28=0/585, 8-28=0/581, 8-19=-1323/133, 10-19=-349/173, 5-24=-499/108, 5-26=0/698, 3-26=-332/171, 6-27=-293/96, 27-28=-294/96, 21-28=-287/97


MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 16-0-0, Exterior(2R) 16-0-0 to 24-0-0,Interior(1) 24-0-0 to 37-0-0, Exterior(2E) 37-0-0 to 41-0-0 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60


4) All plates are 2x4 MT20 unless otherwise indicated.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, with BCDL = 10.0psf.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2, 20, 14, 13

except (jt=lb) 19=190.9) 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.Continued on page 2May 11,2020





Job

B20001301

Truss

GE02

Truss Type


Qty

1

Ply

1

FISCHER BRS-427


I41268962

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:16 2020 Page 2 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-yhm0?0AEkHGfpkRpuhlhIQOdciBobKHr1CHF3gzHY3j

10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) 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.).





Job

B20001301

Truss

GE03

Truss Type


Qty

1

Ply

1

FISCHER BRS-427


I41268963

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:19 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-MGS8d1C61CfEgBAOZpIOv20FyvLooqvIjAWvg?zHY3g

Scale = 1:56.5

12

3

4

5

6

78

9

10

11

12

13

14

15

16

17

18

19

20

2122

42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23

43

3x6

4x6

2x4

2x4 3x6

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

2x4

2x4

2x4

2x4

2x4

2x4

2x4

3x4

26-2-826-2-8

-1-0-01-0-0

14-1-014-1-0

26-2-812-1-8

0-6-

0

7-6-

8

1-5-

12

6.00 12


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.050.030.17


in-0.000.000.00

(loc)11

23

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

BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,

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


Max Uplift All uplift 100 lb or less at joint(s) 34, 35, 36, 37, 38, 39, 40, 41, 42, 31, 30, 29, 28, 27, 26, 25, 24, 2

Max Grav All reactions 250 lb or less at joint(s) 23, 32, 34, 35, 36, 37, 38, 39, 40, 41, 42, 31, 30, 29, 28, 27, 26, 25, 24, 2





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


39, 40, 41, 42, 31, 30, 29, 28, 27, 26, 25, 24, 2.9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and



May 11,2020





Job

B20001301

Truss

GE04

Truss Type


Qty

1

Ply

1

FISCHER BRS-427


I41268964

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:21 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-Jfav2jEMZpvyvVKmgEKs?T5awj1wGj6aBT?0ltzHY3e

Scale = 1:53.7

1

23

4

5

6

7

8

9

10

11

12

13

14

15

16

1718

19

37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20

3x6

4x6

3x6

3x6 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

2x4

20-0-020-0-0

-1-0-01-0-0

10-0-010-0-0

20-0-010-0-0

21-0-01-0-0

0-9-

0

8-3-

0

0-9-

0

9.00 12

Plate Offsets (X,Y)-- [2:0-0-15,0-1-4], [18:0-0-15,0-1-4], [20:0-0-0,0-1-4], [37:0-0-0,0-1-4]


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-R

0.090.050.25


in-0.00-0.000.00

(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




Max Uplift All uplift 100 lb or less at joint(s) 20, 29, 30, 31, 32, 34, 35, 27, 26, 25, 24, 23, 22, 21 except 37=-112(LC 6), 36=-115(LC 10)

Max Grav All reactions 250 lb or less at joint(s) 37, 20, 28, 29, 30, 31, 32, 34, 35, 36, 27, 26, 25, 24, 23, 22, 21





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) * 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


34, 35, 27, 26, 25, 24, 23, 22, 21 except (jt=lb) 37=112, 36=115.10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and



May 11,2020





Job

B20001301

Truss

GE05

Truss Type


Qty

1

Ply

1

FISCHER BRS-427


I41268965

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:25 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-BQpPu5Htc2PNO6dYv4Po9JFGBKO3CYKA65zDuezHY3a

Scale = 1:79.6

1 2

34

56

78 9

1011

1213

1415

1617

18

19 20 21

2223

2425

2627

2829

3031

3233

3435

3637

38

73 72 71 70 69 68 67 66 65 64 6362

61 60 59 58 57 56 55 54 53 52 5150

49 48 47 46 45 44 43 42 41 40 39

74

3x6

5x6

3x6

4x6

3x6 4x6

3x6

46-0-046-0-0

-1-0-01-0-0

23-0-023-0-0

46-0-023-0-0

0-6-

0

12-0

-0

0-6-

0

6.00 12


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.070.040.11


in-0.00-0.000.01

(loc)11

38

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*

20-56,19-57,18-58,17-59,16-60,15-61,21-55,22-54,23-53,24-52,25-51:2x4 SPF No.2

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.WEBS 1 Row at midpt 20-56, 19-57, 18-58, 17-59, 16-60, 15-61,

21-55, 22-54, 23-53, 24-52, 25-51


Max Uplift All uplift 100 lb or less at joint(s) 2, 57, 58, 59, 60, 61, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 54, 53, 52, 51, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39

Max Grav All reactions 250 lb or less at joint(s) 2, 56, 57, 58, 59, 60, 61, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 55, 54, 53, 52, 51, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 18-19=-129/260, 19-20=-134/270, 20-21=-134/270, 21-22=-129/260


MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 3-7-3, Exterior(2N) 3-7-3 to 18-4-13, Corner(3R) 18-4-13 to 27-7-3, Exterior(2N) 27-7-3 to 41-4-13, Corner(3E) 41-4-13 to 46-0-0 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60


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) * 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


61, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 54, 53, 52, 51, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39.10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and



May 11,2020





Job

B20001301

Truss

GE06

Truss Type

Monopitch Supported Gable

Qty

1

Ply

1

FISCHER BRS-427


I41268966

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:27 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-7oxAJmI78ff5dQnw1VRGEkLaX84kgSRTZPSKyXzHY3Y

Scale = 1:22.0

1

2

3

4

5

9 8 7 62x4

2x4

2x4 2x4

2x4

2x4

2x4

2x4

2x4

5-11-85-11-8

0-6-

0

3-5-

12

6.00 12


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-P

0.140.020.07


inn/an/a

0.00

(loc) - - 6

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP169/123





Max Uplift All uplift 100 lb or less at joint(s) 6, 7, 8, 9Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7, 8, 9


NOTES- (9-10)1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;

MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60



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, 7, 8, 9.8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and



May 11,2020





Job

B20001301

Truss

GE07

Truss Type

Valley

Qty

1

Ply

1

FISCHER BRS-427


I41268967

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:29 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-4B3wjSKNgGvptkxJ8wTkJ9Qxsxmz8MNm0jxR1QzHY3W

Scale: 3/16"=1'

1

23

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

1920

21

38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22

39 40

3x6

4x6

3x6

3x4

2x4

2x4

2x4

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

2x4

3x4

26-5-326-5-3

13-2-1013-2-10

26-5-313-2-10

9-10

-15

9.00 12

Plate Offsets (X,Y)-- [32:0-3-0,0-3-0]


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.090.040.10


inn/an/a

0.01

(loc) - - 21

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP169/123

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

1-3,19-21: 2x4 SPF-S StudBOT CHORD 2x4 SPF No.2OTHERS 2x4 SPF-S Stud *Except*

11-30,10-31,12-29: 2x4 SPF No.2

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.WEBS 1 Row at midpt 11-30, 10-31, 12-29

REACTIONS. All bearings 26-5-3.(lb) - Max Horz 1=-176(LC 8)

Max Uplift All uplift 100 lb or less at joint(s) 1, 31, 32, 33, 34, 35, 36, 37, 38, 29, 28, 27, 26, 25, 24, 23, 22, 21

Max Grav All reactions 250 lb or less at joint(s) 1, 30, 31, 32, 33, 34, 35, 36, 37, 38, 29, 28, 27, 26, 25, 24, 23, 22, 21



MWFRS (envelope) gable end zone and C-C Corner(3E) 0-5-4 to 3-5-4, Exterior(2N) 3-5-4 to 10-2-10, Corner(3R) 10-2-10 to16-2-10, Exterior(2N) 16-2-10 to 22-11-15, Corner(3E) 22-11-15 to 25-11-15 zone; cantilever left and right exposed ; end vertical leftand right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60




35, 36, 37, 38, 29, 28, 27, 26, 25, 24, 23, 22, 21.9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and



May 11,2020





Job

B20001301

Truss

GE08

Truss Type


Qty

1

Ply

1

FISCHER BRS-427


I41268968

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:30 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-YNdIxoL0Ra1gVtWVid?zsNz1iL4ttqNvFNh_ZszHY3V

Scale = 1:21.3

1

2

3

4

5

8

7 6

1718

4x6

3x4 3x4

2x4

3x6 3x6

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

3-11-23-11-2

7-11-124-0-10

-1-1-81-1-8

3-11-23-11-2

7-11-124-0-10

8-11-121-0-0

1-6-

2

3-1-

12

1-5-

8

5.00 12


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-R

0.400.190.06


in-0.03-0.060.00

(loc)776

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP169/123




REACTIONS. (size) 8=0-1-8, 6=0-1-8Max Horz 8=-30(LC 8)Max Uplift 8=-38(LC 10), 6=-36(LC 11)Max Grav 8=354(LC 1), 6=345(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-8=-279/184, 4-6=-272/179


MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-1-8 to 1-10-8, Exterior(2R) 1-10-8 to 5-11-12, Exterior(2E) 5-11-12 to8-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60


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 at joint(s) 8, 6.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6.9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and



May 11,2020





Job

B20001301

Truss

GE09

Truss Type

Monopitch Supported Gable

Qty

2

Ply

1

FISCHER BRS-427


I41268969

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:32 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-Umk3MUMGzBHOkBguq21Rxo2Rj9l_LkjCjhA5ekzHY3T

Scale = 1:11.0

1

2

3

4

2x4

2x4 2x4

-1-0-01-0-0

3-11-83-11-8

0-4-

0

1-7-

13

4.00 12


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-P

0.180.150.00


in-0.000.000.00

(loc)114

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 Stud



REACTIONS. (size) 4=3-11-8, 2=3-11-8Max Horz 2=45(LC 9)Max Uplift 4=-17(LC 10), 2=-47(LC 6)Max Grav 4=134(LC 1), 2=202(LC 1)



MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60



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) 4, 2.8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and



May 11,2020





Job

B20001301

Truss

J01

Truss Type

Jack-Closed

Qty

2

Ply

1

FISCHER BRS-427


I41268970

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:33 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-yyIRZqNukVQFMLF4NlYgU?bYZY1K43OMxLveABzHY3S

Scale = 1:58.0

1

2

3

4

5

98

7 6

10

11

3x6

3x6

3x8 3x6

3x6

3x6

2x4 3x4

3x4

6-8-36-8-3

14-1-127-5-9

19-9-85-7-12

6-8-36-8-3

13-1-106-5-6

19-9-86-7-14

0-6-

0

10-4

-12

6.00 12

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


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.430.390.55


in-0.05-0.110.01

(loc)1-91-9

7

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.2 *Except*

5-6: 2x4 SPF No.2


except end verticals.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.WEBS 1 Row at midpt 5-6, 2-7

REACTIONS. (size) 6=Mechanical, 1=Mechanical, 7=0-3-8Max Horz 1=293(LC 7)Max Uplift 6=-79(LC 7), 1=-17(LC 10), 7=-94(LC 10)Max Grav 6=102(LC 1), 1=483(LC 1), 7=864(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-683/43BOT CHORD 1-9=-109/536, 7-9=-109/536WEBS 2-9=0/309, 2-7=-597/119, 4-7=-477/119


MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 15-4-13, Exterior(2R) 15-4-13 to19-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60

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

will fit between the bottom chord and any other members.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 1, 7.6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and



May 11,2020





Job

B20001301

Truss

M01

Truss Type

Monopitch

Qty

5

Ply

1

FISCHER BRS-427


I41268971

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:34 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-Q9spnAOWVpY5zVqGxT3v0D7nbyRepeDVA?fCidzHY3R

Scale = 1:11.0

1

2

3

4

2x4

2x4

2x4

3-11-83-11-8

-1-0-01-0-0

3-11-83-11-8

0-4-

0

1-7-

13

4.00 12


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-P

0.150.130.00


in-0.01-0.020.00

(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






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=1.60 plate grip DOL=1.60


will fit between the bottom chord and any other members.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) 4, 2.6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and



May 11,2020





Job

B20001301

Truss

T01

Truss Type

Common

Qty

12

Ply

1

FISCHER BRS-427


I41268972

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:37 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-rkYyPBQPokwgqyYrcbdcerl8sAKa0slxsztsJyzHY3O

Scale = 1:72.6

12

3

4

5

6

7

8

9

10

15 1413

12 11

16

17 18

19

20 21

3x6

5x6

3x6

4x8 3x6

5x8

3x6

4x6

2x4

3x6

4x6

2x4

4x8 3x6

10-1-710-1-7

20-0-09-10-9

29-10-99-10-9

40-0-010-1-7

-1-0-01-0-0

6-9-146-9-14

13-4-156-7-1

20-0-06-7-1

26-7-16-7-1

33-2-26-7-1

40-0-06-9-14

0-6-

0

10-6

-0

0-6-

0

6.00 12

Plate Offsets (X,Y)-- [2:0-0-0,0-0-9], [10:Edge,0-0-9]


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.790.690.59


in-0.32-0.530.12

(loc)13-1513-15

10

l/defl>999>897

n/a

L/d240180n/a

PLATESMT20


GRIP197/144

LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8EWEBS 2x3 SPF No.2WEDGELeft: 2x4 SP No.3, Right: 2x4 SP No.3

BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 7-13, 5-13



9-10=-2945/209BOT CHORD 2-15=-220/2553, 13-15=-109/2132, 11-13=-59/2133, 10-11=-123/2559WEBS 6-13=-52/1388, 7-13=-700/184, 7-11=0/645, 9-11=-293/164, 5-13=-697/183, 5-15=0/641,

3-15=-289/162




will fit between the bottom chord and any other members, with BCDL = 10.0psf.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb)

2=106.6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and



May 11,2020





Job

B20001301

Truss

T02

Truss Type

Common

Qty

7

Ply

1

FISCHER BRS-427


I41268973

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:39 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-n6fiqtSfJLAO4GiEk0f4jGrVCzxbUgyEKHMzNqzHY3M

Scale = 1:84.4

1 2

3

4

5

6

7

89

10

16 1514

1312 11

17

18 19

20

21 22 23

3x6

5x6

3x6

4x8

3x16 MT18HS4x6

2x4

3x6

4x10

4x6

4x6

3x6

2x4

4x6

3x6

11-7-711-7-7

23-0-011-4-9

31-10-48-10-4

38-9-116-11-7

46-0-07-2-5

-1-0-01-0-0

7-9-147-9-14

15-4-157-7-1

23-0-07-7-1

31-10-48-10-4

38-9-116-11-7

46-0-07-2-5

0-6-

0

12-0

-0

0-6-

0

6.00 12

Plate Offsets (X,Y)-- [2:0-0-0,0-0-5], [12:0-2-8,0-2-0]


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.740.980.99


in-0.53-0.780.04

(loc)14-1614-16

10

l/defl>716>486

n/a

L/d240180n/a

PLATESMT20MT18HS


GRIP197/144197/144

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

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

5-14,6-14,7-14: 2x4 SPF No.2WEDGELeft: 2x4 SP No.3

BRACING-TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins.BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.WEBS 1 Row at midpt 5-14, 6-14, 7-12

REACTIONS. (size) 2=0-3-8, 12=0-3-8, 10=MechanicalMax Horz 2=153(LC 10)Max Uplift 2=-103(LC 10), 12=-70(LC 11), 10=-53(LC 11)Max Grav 2=1219(LC 2), 12=2339(LC 2), 10=353(LC 24)


9-10=-375/183BOT CHORD 2-16=-224/1694, 14-16=-95/1135, 12-14=-506/104, 11-12=-137/257, 10-11=-137/257WEBS 3-16=-374/190, 5-16=0/805, 5-14=-846/208, 6-14=-7/266, 7-14=-44/1322,

7-12=-1722/191, 9-12=-641/121, 9-11=0/298



3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide

will fit between the bottom chord and any other members, with BCDL = 10.0psf.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10 except

(jt=lb) 2=103.8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and



May 11,2020





Job

B20001301

Truss

T03

Truss Type

Common

Qty

1

Ply

1

FISCHER BRS-427


I41268974

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:40 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-FID41DSH4fIFhQHQIkAJGUNkWNNvDEuNYx6WwHzHY3L

Scale = 1:49.0

12

34

5

6

7

11 10 98

12

13 14

15

16 17

3x6

4x6

2x4

4x6 3x16 MT18HS4x6

2x4

3x4

4x6

3x6

8-9-148-9-14

19-4-110-6-3

26-2-86-10-7

-1-0-01-0-0

7-1-157-1-15

14-1-06-11-1

21-0-16-11-1

26-2-85-2-7

0-6-

0

7-6-

8

1-5-

12

6.00 12

Plate Offsets (X,Y)-- [2:0-0-0,0-1-1], [6:0-2-8,0-2-0]


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.510.590.56


in-0.38-0.590.04

(loc)9-119-11

8

l/defl>820>529

n/a

L/d240180n/a

PLATESMT20MT18HS


GRIP197/144197/144

LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8EWEBS 2x3 SPF No.2


except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 6-8


FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1792/154, 3-5=-1674/187, 5-6=-1445/177BOT CHORD 2-11=-126/1538, 9-11=-9/948, 8-9=-60/1232WEBS 3-11=-348/187, 5-11=-65/830, 5-9=-44/522, 6-8=-1457/89



3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide

will fit between the bottom chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8.7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and



May 11,2020





Job

B20001301

Truss

T04

Truss Type

Common

Qty

2

Ply

1

FISCHER BRS-427


I41268975

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:42 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-BhLrSvUXcGYzxkRpP8CnLvT4NB0ShDng0Fbd_9zHY3J

Scale = 1:48.6

1

2

3

4

5

6

7

1110

9 8

12 13

4x6

8x8 3x8 3x8

2x4 2x4

8x8

10-0-010-0-0

20-0-010-0-0

-1-0-01-0-0

5-1-45-1-4

10-0-04-10-12

14-10-124-10-12

20-0-05-1-4

21-0-01-0-0

0-9-

0

8-3-

0

0-9-

0

9.00 12

Plate Offsets (X,Y)-- [2:0-1-12,0-1-5], [6:0-1-12,0-1-5], [8:0-1-12,0-0-0], [8:Edge,0-2-8], [11:0-1-12,0-0-0], [11:0-0-0,0-2-8]


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.420.780.22


in-0.18-0.370.02

(loc)9-119-11

8

l/defl>999>644

n/a

L/d240180n/a

PLATESMT20


GRIP197/144

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

2-11,6-8: 2x4 SPF 2100F 1.8E




FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-881/95, 3-4=-680/94, 4-5=-680/94, 5-6=-881/95, 2-11=-696/117, 6-8=-696/117BOT CHORD 9-11=-76/647, 8-9=-1/625WEBS 4-9=-12/500



3) The Fabrication Tolerance at joint 2 = 16%, joint 6 = 16%4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide




May 11,2020





Job

B20001301

Truss

T06

Truss Type

Common

Qty

2

Ply

1

FISCHER BRS-427


I41268976

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:44 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-84TbtaVo8tohA1aBXZFFQKYQM_qd99AzTZ4k32zHY3H

Scale = 1:21.3

1

2

3

4

5

8

7 6

910

4x6

3x6 3x6

2x4

3x6 3x6

3-11-23-11-2

7-11-124-0-10

-1-1-81-1-8

3-11-23-11-2

7-11-124-0-10

8-11-121-0-0

1-6-

2

3-1-

12

1-5-

8

5.00 12

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


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-R

0.390.220.03


in-0.04-0.080.00

(loc)776

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.2




FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-8=-275/182, 4-6=-268/176


MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-1-8 to 1-10-8, Exterior(2R) 1-10-8 to 5-11-12, Exterior(2E) 5-11-12 to8-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60


will fit between the bottom chord and any other members.5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 6.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6.7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and



THIS COMPONENT IS TO BE USED INCONJUNCTION WITH A RIGID DIAPHRAGM.THIS DIAPHRAGM MUST BE CAPABLE OFTRANSFERRING ROOF LOADS TO THE GROUNDWITH NEGLIGIBLE LATERAL DEFLECTIONS.

May 11,2020





Job

B20001301

Truss

TG01

Truss Type

Common Girder

Qty

1

Ply

2

FISCHER BRS-427


I41268977

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:47 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-Yf8kVcYgRoAF1VJmCioz2yAzTCsaMJpP9WIOgNzHY3E

Scale = 1:53.6

12

3

4

5

67

1412

11 8

15

13 109

16 17

184x8

5x8

4x8 4x6

4x8

6x8

12x12

2x4

4x6

3x8

4x6

8x16 12x12

2x4

4x8

5-1-45-1-4

10-0-04-10-12

14-10-124-10-12

20-0-05-1-4

5-1-45-1-4

10-0-04-10-12

14-10-124-10-12

20-0-05-1-4

0-9-

0

8-3-

0

0-9-

0

0-11

-8

9.00 12

Plate Offsets (X,Y)-- [1:0-8-0,0-0-11], [7:0-8-0,0-0-11], [9:0-6-0,0-2-12], [10:0-6-12,0-4-0], [13:0-6-0,0-2-12]


20.07.00.0 *

10.0


2-0-01.151.15NO

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.270.200.87


in-0.06-0.120.04

(loc)10-1310-13

7

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP197/144

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

2-15,6-15: 2x8 SP 2400F 2.0EWEBS 2x3 SPF No.2

BRACING-TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.JOINTS 1 Brace at Jt(s): 13, 10, 9



6-7=-7298/600BOT CHORD 1-14=-475/5127, 11-14=-475/5127, 8-11=-391/5084, 7-8=-391/5084, 10-13=-288/97,

9-10=-276/80, 6-9=0/284WEBS 3-13=-124/2191, 5-9=-128/2191, 4-10=-408/5078, 3-10=-2058/256, 5-10=-2073/254,

11-13=-67/533, 9-11=-73/575

NOTES- (9-10)1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:

Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered 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=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;

MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-0-0, Exterior(2R) 7-0-0 to 13-0-0,Interior(1) 13-0-0 to 16-10-4, Exterior(2E) 16-10-4 to 19-10-4 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60


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) except (jt=lb)

1=427, 7=428.8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and



LOAD CASE(S) StandardContinued on page 2

May 11,2020





Job

B20001301

Truss

TG01

Truss Type

Common Girder

Qty

1

Ply

2

FISCHER BRS-427


I41268977

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:47 2020 Page 2 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-Yf8kVcYgRoAF1VJmCioz2yAzTCsaMJpP9WIOgNzHY3E

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

Uniform Loads (plf)Vert: 1-4=-54, 4-7=-54, 1-7=-20, 2-6=-520(F=-500)





Job

B20001301

Truss

V01

Truss Type

Valley

Qty

1

Ply

1

FISCHER BRS-427


I41268978

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:50 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-yEqs7eaYkjZquy2LtqMggboWhPt5ZrNsrUX2GizHY3B

Scale = 1:55.6

1

2

3

4

5

6

7

13 12 11 10 9 8

14 15

16 173x4

4x6

3x4

4x6 2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

0-0-50-0-5

23-9-323-8-14

11-10-1011-10-10

23-9-311-10-10

0-0-

4

8-10

-15

0-0-

4

9.00 12

Plate Offsets (X,Y)-- [11:0-1-4,0-0-0], [12:0-3-0,0-1-4], [12:0-0-0,0-1-12]


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.150.220.18


inn/an/a

0.01

(loc) - - 7

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP169/123

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

1-12: 2x4 SPF-S StudOTHERS 2x3 SPF No.2

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.WEBS 1 Row at midpt 4-10


Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 8 except 11=-107(LC 10), 9=-107(LC 11)Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=355(LC 20), 11=433(LC 17), 13=382(LC 17),

9=436(LC 18), 8=382(LC 18)



MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 8-10-10, Exterior(2R) 8-10-10 to14-10-10, Interior(1) 14-10-10 to 20-3-15, Exterior(2E) 20-3-15 to 23-3-15 zone; cantilever left and right exposed ; end vertical leftand right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60

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

will fit between the bottom chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13, 8 except

(jt=lb) 11=107, 9=107.7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and



May 11,2020





Job

B20001301

Truss

V02

Truss Type

Valley

Qty

1

Ply

1

FISCHER BRS-427


I41268979

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:52 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-vcydYJcpFLpY7GCk?FO8l0ts3Dai1ka8Jo09LazHY39

Scale: 1/4"=1'

1

2

3

4

5

6

7

13 12 11 10 9 8

14 15

3x4

4x6

3x4

3x6 2x4 2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

21-0-1421-0-14

21-1-30-0-5

10-6-1010-6-10

21-1-310-6-10

0-0-

4

7-10

-15

0-0-

4

9.00 12


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.150.140.20


inn/an/a

0.00

(loc) - - 7

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP169/123



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.


Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 8 except 11=-111(LC 10), 9=-111(LC 11)Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=347(LC 20), 11=423(LC 17), 13=304(LC 17),

9=421(LC 18), 8=305(LC 18)





will fit between the bottom chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 13, 8 except

(jt=lb) 11=111, 9=111.7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and



May 11,2020





Job

B20001301

Truss

V03

Truss Type

Valley

Qty

1

Ply

1

FISCHER BRS-427


I41268980

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:54 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-r?3Nz?d3ny3GNaL66gQcqRyBe0DDVf6Rm6VFPTzHY37

Scale = 1:41.6

1

2

3

4

5

9 8 7 6

1011

12 133x4

4x6

3x4

3x6 2x4 2x4

2x4

2x4

2x4

0-0-50-0-5

18-5-318-4-14

9-2-109-2-10

18-5-39-2-10

0-0-

4

6-10

-15

0-0-

4

9.00 12


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.210.330.13


inn/an/a

0.00

(loc) - - 5

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP169/123





Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-135(LC 10), 6=-135(LC 11)Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=311(LC 20), 9=506(LC 17), 6=506(LC 18)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-9=-291/178, 4-6=-295/179








May 11,2020





Job

B20001301

Truss

V04

Truss Type

Valley

Qty

1

Ply

1

FISCHER BRS-427


I41268981

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:55 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-JBdlBLehYGB7_jwJgNxrNeVNPQcbE7nb?mEpyvzHY36

Scale = 1:37.4

1

2

3

4

5

8 7 6

910

11 123x4

4x6

3x4

2x4 2x4

2x4

2x4

2x4

15-8-1415-8-14

15-9-30-0-5

7-10-107-10-10

15-9-37-10-10

0-0-

4

5-10

-15

0-0-

4

9.00 12


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.150.130.11


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






MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 4-10-10, Exterior(2R) 4-10-10 to10-10-10, Interior(1) 10-10-10 to 12-3-15, Exterior(2E) 12-3-15 to 15-3-15 zone; cantilever left and right exposed ; end vertical leftand right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60






May 11,2020





Job

B20001301

Truss

V05

Truss Type

Valley

Qty

1

Ply

1

FISCHER BRS-427


I41268982

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:56 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-nNB7OhfJJZJ_ctVVE5S4vs2WIqzIzaSkEQ_MULzHY35

Scale = 1:31.0

1

2

3

4

5

8 7 6

910

3x4

4x6

3x4

2x4 2x4

2x4

2x4

2x4

0-0-50-0-5

13-1-313-0-14

6-6-106-6-10

13-1-36-6-10

0-0-

4

4-10

-15

0-0-

4

9.00 12


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.270.100.08


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



Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=283(LC 17), 6=283(LC 18)



MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Exterior(2R) 3-5-4 to 9-7-15, Exterior(2E) 9-7-15 to 12-7-15zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60





May 11,2020





Job

B20001301

Truss

V06

Truss Type

Valley

Qty

1

Ply

1

FISCHER BRS-427


I41268983

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:59 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-BytG0jhCcUhYTLE4vD0nXUg_91yYAxOAwOC05gzHY32

Scale = 1:25.4

1

2

3

4

56

3x6

4x6

3x6 2x4

0-0-50-0-5

10-5-310-4-14

5-2-105-2-10

10-5-35-2-10

0-0-

4

3-10

-15

0-0-

4

9.00 12


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.420.190.07


inn/an/a

0.00

(loc) - - 3

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP169/123



REACTIONS. (size) 1=10-4-8, 3=10-4-8, 4=10-4-8Max Horz 1=66(LC 7)Max Uplift 1=-16(LC 10), 3=-23(LC 11), 4=-1(LC 10)Max Grav 1=174(LC 1), 3=174(LC 1), 4=360(LC 1)



MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Exterior(2R) 3-5-4 to 6-11-15, Exterior(2E) 6-11-15 to9-11-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60


will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4.7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and



May 11,2020





Job

B20001301

Truss

V07

Truss Type

Valley

Qty

1

Ply

1

FISCHER BRS-427


I41268984

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:45:00 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-g9ReE3iqNopP5VpGTwX04iCA9RIhvP9K92yad7zHY31

Scale = 1:20.0

1

2

3

4

56

2x4

4x6

2x4 2x4

0-0-50-0-5

7-9-37-8-14

3-10-103-10-10

7-9-33-10-10

0-0-

4

2-10

-15

0-0-

4

9.00 12


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-P

0.340.200.03


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 StudOTHERS 2x3 SPF No.2


REACTIONS. (size) 1=7-8-8, 3=7-8-8, 4=7-8-8Max Horz 1=-47(LC 6)Max Uplift 1=-21(LC 10), 3=-28(LC 11)Max Grav 1=140(LC 1), 3=140(LC 1), 4=231(LC 1)








May 11,2020





Job

B20001301

Truss

V08

Truss Type

Valley

Qty

1

Ply

1

FISCHER BRS-427


I41268985

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:45:02 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-cXYPfkj4vP37KozfaLZU97Ia6F05NIvdcMRhi?zHY3?

Scale = 1:14.3

1

2

3

4

2x4

4x6

2x4 2x4

5-0-145-0-14

5-1-30-0-5

2-6-102-6-10

5-1-32-6-10

0-0-

4

1-10

-15

0-0-

4

9.00 12


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-P

0.120.080.02


inn/an/a

0.00

(loc) - - 3

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP169/123











May 11,2020





Job

B20001301

Truss

V09

Truss Type

Valley

Qty

1

Ply

1

FISCHER BRS-427


I41268986

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:45:04 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-Ywg94QlKR1Kra661imcyEYNx42i3rCew4gwnluzHY2z

Scale = 1:7.3

1

2

3

2x4

3x4

2x4

0-0-50-0-5

2-5-32-4-14

1-2-101-2-10

2-5-31-2-10

0-0-

4

0-10

-15

0-0-

4

9.00 12

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


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-P

0.020.040.00


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 11,2020





Job

B20001301

Truss

V10

Truss Type

Valley

Qty

1

Ply

1

FISCHER BRS-427


I41268987

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:45:05 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-06EXHmmzCKSiBGhEFU7Bnlw4yS0yaeI3IKfLHKzHY2y

Scale = 1:36.8

1

2

3

4

5

8 7 6

910

11 123x4

4x6

3x4

2x4 2x4

2x4

2x4

2x4

15-5-1115-5-11

15-6-00-0-5

7-9-07-9-0

15-6-07-9-0

0-0-

4

5-9-

12

0-0-

4

9.00 12


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.140.130.10


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 11,2020





Job

B20001301

Truss

V11

Truss Type

Valley

Qty

1

Ply

1

FISCHER BRS-427


I41268988

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:45:07 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-yVMIiSnDjyiQRZrcNu9fsA?OWGjs2YDMme8RMDzHY2w

Scale = 1:30.5

1

2

3

4

5

8 7 6

910

3x4

4x6

3x4

2x4 2x4

2x4

2x4

2x4

12-9-1112-9-11

12-10-00-0-5

6-5-06-5-0

12-10-06-5-0

0-0-

4

4-9-

12

0-0-

4

9.00 12


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.270.100.08


inn/an/a

0.00

(loc) - - 5

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP169/123




Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=280(LC 17), 6=280(LC 18)








May 11,2020





Job

B20001301

Truss

V12

Truss Type

Valley

Qty

1

Ply

1

FISCHER BRS-427


I41268989

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:45:08 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-RhwgvoorUFqH2jQoxcguPOXXGf2rn0iV_Hu?ufzHY2v

Scale = 1:24.7

1

2

3

4

56

3x6

4x6

3x6 2x4

0-0-50-0-5

10-2-010-1-11

5-1-05-1-0

10-2-05-1-0

0-0-

4

3-9-

12

0-0-

4

9.00 12


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-SH

0.390.180.06


inn/an/a

0.00

(loc) - - 3

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP169/123



REACTIONS. (size) 1=10-1-6, 3=10-1-6, 4=10-1-6Max Horz 1=64(LC 9)Max Uplift 1=-16(LC 10), 3=-22(LC 11), 4=-1(LC 10)Max Grav 1=169(LC 1), 3=169(LC 1), 4=350(LC 1)





will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4.7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and



May 11,2020





Job

B20001301

Truss

V13

Truss Type

Valley

Qty

1

Ply

1

FISCHER BRS-427


I41268990

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:45:09 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-vuT277pTFZy8gt??UJB7xb4kJ3N0WTQfDxdYQ5zHY2u

Scale = 1:19.3

1

2

3

4

56

2x4

4x6

2x4 2x4

0-0-50-0-5

7-6-07-5-11

3-9-03-9-0

7-6-03-9-0

0-0-

4

2-9-

12

0-0-

4

9.00 12


20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-P

0.310.190.03


inn/an/a

0.00

(loc) - - 3

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP169/123











May 11,2020





Job

B20001301

Truss

V14

Truss Type

Valley

Qty

1

Ply

1

FISCHER BRS-427


I41268991

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:45:11 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-rGboYpqjnACrvB9NckEb0097?t0M_NNxhF6fV_zHY2s

Scale = 1:11.8

1

2

3

2x4

3x4

2x4

4-9-114-9-11

4-10-00-0-5

2-5-02-5-0

4-10-02-5-0

0-0-

4

1-9-

12

0-0-

4

9.00 12



20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-P

0.110.320.00


inn/an/a

0.00

(loc) - - 3

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP169/123











May 11,2020





Job

B20001301

Truss

V15

Truss Type

Valley

Qty

1

Ply

1

FISCHER BRS-427


I41268992

8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:45:13 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-nfjZyVs_JoSZ9UImj9G36RFUugnNSHtE8ZbmZszHY2q

Scale = 1:6.8

1

2

3

2x4

3x4

2x4

2-1-112-1-11

2-2-00-0-5

1-1-01-1-0

2-2-01-1-0

0-0-

4

0-9-

12

0-0-

4

9.00 12



20.07.00.0 *

10.0


2-0-01.151.15YES

IRC2018/TPI2014

CSI.TCBCWBMatrix-P

0.020.030.00


inn/an/a

0.00

(loc) - - 3

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP169/123











May 11,2020

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: b20001301 fischer brs-427 the truss drawing(s ... · based on the parameters provided by...

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