Lumber design values are in accordance with ANSI/TPI 1 ...

RE: 850106 -

Design Code: FBC2014/TPI2007Wind Code: ASCE 7-10 Wind Speed: 130 mphRoof Load: 32.0 psf

Design Program: MiTek 20/20 7.6

1 of 1

This package includes 33 individual, dated Truss Design Drawings and 0 Additional Drawings.With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheetconforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.

General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show SpecialLoading Conditions):

Floor Load: 55.0 psf

Site Information:

Lot/Block: 4Customer Info: Starr Custom Homes Project Name: 850106 Model: Custom

Subdivision: Oceanside ParkAddress: 9th Ave. S.

State: FloridaCity: Duval

Name Address and License # of Structural Engineer of Record, If there is one, for the building.Name: Unknown at time of Seal License #: Unknown at time of SealAddress: Unknown at time of SealCity: Unknown at time of Seal State: Florida

Albani, Thomas

The truss drawing(s) referenced above have been prepared by MiTekUSA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource-Jacksonville.

Truss Design Engineer's Name: Albani, ThomasMy license renewal date for the state of Florida is February 28, 2017.

Lumber design values are in accordance with ANSI/TPI 1 section 6.3These truss designs rely on lumber values established by others.

The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customersfile reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the designparameters 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.

IMPORTANT NOTE:

No. Seal# Truss Name1 T9538323 F01

Date9/23/16

2 T9538324 F02 9/23/163 T9538325 F03 9/23/164 T9538326 F04 9/23/165 T9538327 F05 9/23/166 T9538328 F06 9/23/167 T9538329 F07 9/23/168 T9538330 F09 9/23/169 T9538331 F10 9/23/1610 T9538332 F11 9/23/1611 T9538333 F11A 9/23/1612 T9538334 F12 9/23/1613 T9538335 T01 9/23/1614 T9538336 T02 9/23/1615 T9538337 T03 9/23/1616 T9538338 T04 9/23/1617 T9538339 T05 9/23/1618 T9538340 T06 9/23/1619 T9538341 T07 9/23/1620 T9538342 T08 9/23/1621 T9538343 T09 9/23/1622 T9538344 T10 9/23/16

No. Seal# Truss Name23 T9538345 T11

Date9/23/16

24 T9538346 T12 9/23/1625 T9538347 T13 9/23/1626 T9538348 T14 9/23/1627 T9538349 T15 9/23/1628 T9538350 T16 9/23/1629 T9538351 TG01 9/23/1630 T9538352 TG02 9/23/1631 T9538353 TG03 9/23/1632 T9538354 TG04 9/23/1633 T9538355 TG05 9/23/16

6904 Parke East Blvd.Tampa, FL 33610-4115

MiTek USA, Inc.

September 23,2016

Job

850106

Truss

F01

Truss Type

GABLE

Qty

1

Ply

1Job Reference (optional)

T9538323

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:24 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-kPAHLagC9avGKjFtsjjaGdXUfDKxFe4vmt2dCXyan1j

Scale = 1:25.4

1 2 3 4 5 6 7 8 9 10 11 12 13

26 25 24 23 22 21 20 19 18 17 16 15 14

27 28

3x3 3x3

3x3 3x3

3x3 3x3

1-6-121-6-12

2-10-121-4-0

4-2-121-4-0

5-6-121-4-0

6-10-121-4-0

7-5-80-6-12

8-0-40-6-12

9-4-41-4-0

10-8-41-4-0

12-0-41-4-0

13-4-41-4-0

14-11-01-6-12

0-1-8 0-1-8

1-8-

0

1-8-

0

LOADING (psf)TCLLTCDLBCLLBCDL

40.010.0

0.05.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.001.00YES

FBC2014/TPI2007

CSI.TCBCWB(Matrix)

0.100.010.04

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

inn/an/a

-0.00

(loc) - - 15

l/defln/an/an/a

L/d999999n/a

PLATESMT20

Weight: 81 lb FT = 11%F, 11%E

GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.2(flat)BOT CHORD 2x4 SP No.2(flat)WEBS 2x4 SP No.3(flat)OTHERS 2x4 SP No.3(flat)

BRACING-TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except

end verticals.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:

10-0-0 oc bracing: 25-26,14-15.

REACTIONS. All bearings 14-11-0.(lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 15, 20, 16, 17, 18, 19, 24, 23, 22, 21

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

NOTES- (7)1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to

be attached to walls at their outer ends or restrained by other means.7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular

building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.

Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component

available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information

WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.

6904 Parke East Blvd.Tampa, FL 36610

Job

850106

Truss

F02

Truss Type

Floor

Qty

7

Ply


T9538324

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:25 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-DckgZwhqwu17ytq4QREpoq3TfdQs_zj2?XnBlzyan1i

Scale = 1:25.8

1 2 3 4 5 6 7 8 9

19 18 17 16 15 14 13 12 11 10

20 21

1.5x3 1.5x3 4x6

4x4

4x4

4x4 1.5x3

1.5x3

4x4

1.5x3 1.5x3

1-6-01-6-0

4-0-02-6-0

9-6-85-6-8

10-10-41-3-12

10-11-00-0-12

14-11-04-0-0

1-3-0 1-6-8 1-0-0

0-1-8

0-1-8

1-8-

0

1-8-

0

Plate Offsets (X,Y)-- [12:0-1-8,Edge], [15:0-1-8,Edge]


40.010.0

0.05.0


2-0-01.001.00NO

FBC2014/TPI2007

CSI.TCBCWB(Matrix)

0.850.990.52


in-0.08-0.14-0.01

(loc)16-1716-17

13

l/defl>999>896

n/a

L/d360240n/a

PLATESMT20


GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.1(flat)BOT CHORD 2x4 SP No.2(flat)WEBS 2x4 SP No.3(flat)


end verticals.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.

REACTIONS. (lb/size) 19=416/0-5-0, 13=1434/0-5-8Max Uplift19=-8(LC 4)Max Grav 19=472(LC 3), 13=1434(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 19-20=-464/15, 1-20=-464/15, 1-2=-334/25, 2-3=-644/170, 3-4=-567/379, 4-5=-567/379,

5-6=0/923, 6-7=0/450, 7-8=0/450, 8-9=0/450BOT CHORD 17-18=-56/627, 16-17=-379/567, 15-16=-379/567, 14-15=-672/189, 13-14=-1176/0,

12-13=-1176/0, 11-12=-450/0WEBS 6-13=-1512/0, 1-18=-37/487, 6-14=0/802, 2-18=-465/50, 5-14=-833/0, 5-15=0/791,

3-17=0/350, 3-16=-262/0, 4-15=-375/0, 9-11=-670/0, 6-12=0/1095, 7-12=-483/0

NOTES- (8)1) Unbalanced floor live loads have been considered for this design.2) All plates are 3x3 MT20 unless otherwise indicated.3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 19.4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for

the intended use of this truss.5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to

be attached to walls at their outer ends or restrained by other means.7) CAUTION, Do not erect truss backwards.8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular


LOAD CASE(S) Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00

Uniform Loads (plf)Vert: 10-19=-10, 1-9=-100

Concentrated Loads (lb)Vert: 9=-250

2) Dead: Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)

Vert: 10-19=-10, 1-9=-100

Continued on page 2





Job

850106

Truss

F02

Truss Type

Floor

Qty

7

Ply


T9538324

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:25 2016 Page 2 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-DckgZwhqwu17ytq4QREpoq3TfdQs_zj2?XnBlzyan1i

LOAD CASE(S) StandardConcentrated Loads (lb)

Vert: 9=-2503) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00

Uniform Loads (plf)Vert: 10-19=-10, 1-6=-100, 6-9=-20


4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)

Vert: 10-19=-10, 1-6=-20, 6-9=-100Concentrated Loads (lb)

Vert: 9=-2505) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00



6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)


Vert: 9=-2507) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00

Uniform Loads (plf)Vert: 10-19=-10, 1-4=-100, 4-6=-20, 6-9=-100


8) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)

Vert: 10-19=-10, 1-3=-20, 3-6=-100, 6-9=-20Concentrated Loads (lb)

Vert: 9=-2509) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00

Uniform Loads (plf)Vert: 10-19=-10, 1-4=-100, 4-6=-20, 6-9=-100


10) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)

Vert: 10-19=-10, 1-3=-20, 3-6=-100, 6-9=-20Concentrated Loads (lb)

Vert: 9=-250





Job

850106

Truss

F03

Truss Type

Floor

Qty

2

Ply


T9538325

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:25 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-DckgZwhqwu17ytq4QREpoq3aHdWu_1D2?XnBlzyan1i

Scale = 1:18.7

1 2 3 4 5 6

13 12 11 10 9 8 7

14 15

3x3 3x3

1.5x3 3x4

1.5x3

3x4

3x4 3x4

3x3 3x3

3x3 3x3

3x3 1.5x3

1.5x3

1-6-01-6-0

6-11-05-5-0

9-5-02-6-0

10-11-01-6-0

1-3-0 1-5-0

0-1-8

0-1-8

1-8-

0

1-8-

0

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


40.010.0

0.05.0


2-0-01.001.00YES

FBC2014/TPI2007

CSI.TCBCWB(Matrix)

0.430.610.30


in-0.06-0.080.01

(loc)9-109-10

7

l/defl>999>999

n/a

L/d360240n/a

PLATESMT20


GRIP244/190




REACTIONS. (lb/size) 13=580/0-5-0, 7=580/0-5-8

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 13-14=-569/0, 1-14=-569/0, 7-15=-574/0, 6-15=-574/0, 1-2=-416/0, 2-3=-992/0, 3-4=-992/0, 4-5=-920/0,

5-6=-429/0BOT CHORD 11-12=0/790, 10-11=0/992, 9-10=0/992, 8-9=0/802WEBS 6-8=0/625, 1-12=0/606, 5-8=-592/0, 2-12=-595/0, 2-11=0/411

NOTES- (4)1) Unbalanced floor live loads have been considered for this design.2) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to







Job

850106

Truss

F04

Truss Type

GABLE

Qty

1

Ply


T9538326

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:25 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-DckgZwhqwu17ytq4QREpoq3fUdfA_5L2?XnBlzyan1i

Scale = 1:11.41 2 3

6 5 4

7

3x3 1.5x3

1.5x3

3x3 1.5x3

3x3

1.5x3

1-6-121-6-12

2-5-80-10-12

0-1-8

1-8-

0

1-8-

0


40.010.0

0.05.0


2-0-01.001.00YES

FBC2014/TPI2007

CSI.TCBCWB(Matrix)

0.090.010.03


inn/an/a

0.00

(loc) - - 4

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP244/190




REACTIONS. (lb/size) 6=60/2-5-8, 4=23/2-5-8, 5=161/2-5-8


NOTES- (7)1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).3) Gable studs spaced at 1-4-0 oc.4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to







Job

850106

Truss

F05

Truss Type

GABLE

Qty

1

Ply


T9538327

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:26 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-hoI2mGhShC9_a1PGz8l2L2cq91?QjYZBEBXkHPyan1h

Scale = 1:12.6

1 2 3 4 5

10 9 8 7 6

1.5x3 1.5x3

3x3

3x3

3x3

1.5x3

3x3

1.5x3

1.5x3

1.5x3

1-5-41-5-4

2-7-151-2-11

3-10-101-2-11

5-3-141-5-4

1-8-

0

1-8-

0


40.010.0

0.05.0


2-0-01.001.00YES

FBC2014/TPI2007

CSI.TCBCWB(Matrix)

0.100.010.04


inn/an/a

-0.00

(loc) - - 6

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP244/190




REACTIONS. All bearings 5-3-14.(lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 7, 8


NOTES- (6)1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).3) Gable studs spaced at 1-4-0 oc.4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to







Job

850106

Truss

F06

Truss Type

Floor

Qty

7

Ply


T9538328

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:26 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-hoI2mGhShC9_a1PGz8l2L2cop1zajWjBEBXkHPyan1h

Scale = 1:12.6

1 2 3 4

8 7 6 5

1.5x3 1.5x3

3x3

3x3

3x6

3x3

3x6

3x3

5-3-145-3-14

1-3-0 2-0-14

1-8-

0

1-8-

0


40.010.0

0.05.0


2-0-01.001.00YES

FBC2014/TPI2007

CSI.TCBCWB(Matrix)

0.250.130.15


in-0.01-0.010.00

(loc)765

l/defl>999>999

n/a

L/d360240n/a

PLATESMT20


GRIP244/190




REACTIONS. (lb/size) 8=286/Mechanical, 5=286/Mechanical

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-8=-281/0, 4-5=-281/0WEBS 1-7=0/322, 4-6=0/322

NOTES- (5)1) Unbalanced floor live loads have been considered for this design.2) Refer to girder(s) for truss to truss connections.3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to







Job

850106

Truss

F07

Truss Type

Floor

Qty

6

Ply


T9538329

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:27 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-9_sQ_ci4RVHrBA_SXrGHuF9ppQ8CSn6LSrGIpsyan1g

Scale = 1:35.2

1 2 3 4 5 6 7 8 9 10

22 21 20 19 18 17 16 15 14 13 12 11

6x8 6x8

5x6

1.5x3

5x8

1.5x3

3x6 6x8

5x6

5x6

4x6

2x6 3x6

3x6

3x6

3x6

3x6

2x6

7x8

5x6

2x6 6x8

6x8 3x6

13-5-413-5-4

19-11-06-5-12

1-3-0 1-6-12 1-11-12

0-1-8

0-1-8

1-8-

0

0-1-

8

1-8-

0

Plate Offsets (X,Y)-- [1:0-1-8,0-0-8], [3:0-3-0,Edge], [4:0-3-0,0-0-0], [9:0-3-0,Edge], [10:0-1-8,0-1-8], [10:0-3-0,Edge], [13:0-3-0,0-0-0], [14:0-3-0,Edge], [19:0-3-0,Edge]


40.010.0

0.05.0


2-0-01.001.00NO

FBC2014/TPI2007

CSI.TCBCWB(Matrix)

0.870.870.91


in-0.25-0.470.05

(loc)161611

l/defl>960>505

n/a

L/d360240n/a

PLATESMT20


GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.1(flat)BOT CHORD 2x4 SP M 31(flat)WEBS 2x4 SP No.3(flat)





5-6=-4933/0, 6-7=-5011/0, 7-8=-3255/0, 8-9=-3255/0, 9-10=-1345/0BOT CHORD 20-21=0/2055, 19-20=0/3914, 18-19=0/3914, 17-18=0/4641, 16-17=0/5063, 15-16=0/5088,

14-15=0/5088, 13-14=0/3255, 12-13=0/3255WEBS 7-15=0/663, 1-21=0/1576, 2-21=-1435/0, 2-20=0/1198, 3-20=-1582/0, 3-19=0/645,

6-17=-263/0, 5-17=0/531, 5-18=-1191/0, 4-18=0/414, 10-12=0/1917, 9-12=-2810/0, 9-13=0/1279, 7-14=-2579/0, 8-14=0/636

NOTES- (6)1) Unbalanced floor live loads have been considered for this design.2) Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the intended

use of this truss.3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to







Vert: 11-22=-10, 1-10=-100Concentrated Loads (lb)

Vert: 7=-5503) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00

Continued on page 2





Job

850106

Truss

F07

Truss Type

Floor

Qty

6

Ply


T9538329

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:27 2016 Page 2 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-9_sQ_ci4RVHrBA_SXrGHuF9ppQ8CSn6LSrGIpsyan1g

LOAD CASE(S) StandardUniform Loads (plf)


Vert: 7=-5504) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00



5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)


Vert: 7=-5506) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00







Job

850106

Truss

F09

Truss Type

GABLE

Qty

1

Ply


T9538330

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:28 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-dBQoByjiCpPipKZe5ZnWQTh9eqhtBS3UhV0rLIyan1f

Scale = 1:28.9

1 2 3 4 5 6 7 8 9 10 11 12 13 14

28 27 26 25 24 23 22 21 20 19 18 17 16 15

29 30

3x3 3x3

3x3 3x3

3x3 3x3

1-6-121-6-12

2-10-121-4-0

4-2-121-4-0

5-6-121-4-0

6-10-121-4-0

8-2-121-4-0

8-5-120-3-0

8-8-12

0-3-0

10-0-121-4-0

11-4-121-4-0

12-8-121-4-0

14-0-121-4-0

15-4-121-4-0

16-11-81-6-12

0-1-8 0-1-8

1-8-

0

1-8-

0


40.010.0

0.05.0


2-0-01.001.00YES

FBC2014/TPI2007

CSI.TCBCWB(Matrix)

0.100.010.04


inn/an/a

-0.00

(loc) - - 16

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP244/190




10-0-0 oc bracing: 27-28,15-16.

REACTIONS. All bearings 16-11-8.(lb) - Max Grav All reactions 250 lb or less at joint(s) 28, 15, 27, 16, 17, 18, 19, 20, 21, 26, 25, 24, 23, 22


NOTES- (7)1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to







Job

850106

Truss

F10

Truss Type

FLOOR

Qty

4

Ply


T9538331

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:28 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-dBQoByjiCpPipKZe5ZnWQThyGqXOBEoUhV0rLIyan1f

Scale = 1:29.3

1 2 3 4 5 6 7 8 9

19 18 17 16 15 14 13 12 11 10

20

3x3

1.5x3

4x4

4x4

8x12

1.5x3

4x6

3x4

3x4

4x4

4x4

1.5x3

4x4

3x3

3x3

3x3

3x3

3x3

1.5x3

7x8

16-1-416-1-4

16-11-80-10-4

1-3-0 1-8-12 0-5-12

0-1-8

0-1-8

1-8-

0

1-8-

0

Plate Offsets (X,Y)-- [1:Edge,0-1-8], [9:0-1-8,0-1-8], [9:0-1-12,Edge], [10:Edge,0-1-8], [16:0-1-8,Edge]


40.010.0

0.05.0


2-0-01.001.00NO

FBC2014/TPI2007

CSI.TCBCWB(Matrix)

0.950.680.95


in-0.18-0.290.04

(loc)14-1514-15

10

l/defl>999>701

n/a

L/d360240n/a

PLATESMT20


GRIP244/190






4-5=-2630/0, 5-6=-2659/0, 6-7=-2289/0, 7-8=-1454/0, 8-9=-851/0BOT CHORD 17-18=0/1426, 16-17=0/2275, 15-16=0/2630, 14-15=0/2630, 13-14=0/2592, 12-13=0/1975,

11-12=0/851WEBS 8-11=-1818/0, 1-18=0/1119, 2-18=-1051/0, 2-17=0/660, 3-17=-690/0, 3-16=0/717,

4-16=-308/0, 8-12=0/906, 7-12=-827/0, 7-13=0/499, 6-13=-480/0, 5-14=-227/267, 5-15=-283/36, 9-11=0/1991

NOTES- (5)1) Unbalanced floor live loads have been considered for this design.2) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to










Job

850106

Truss

F11

Truss Type

Floor

Qty

7

Ply


T9538332

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:29 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-5N_AOIkLz7XZRU7rfGIlzgEA9EuowmWew9lOukyan1e

Scale = 1:33.8

1 2 3 4 5 6 7 8 9 10 11

21 20 19 18 17 16 15 14 13 12

22

3x3 2x4

1.5x3

4x4

4x4

4x6

4x4

4x4

3x3

3x6

1.5x3 3x3

3x6

3x3

4x6

4x4

4x4

3x3

3x6

1.5x3 3x6

3x3

19-6-1419-6-14

1-3-0 2-2-6

0-1-8

1-8-

0

1-8-

0

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


40.010.0

0.05.0


2-0-01.001.00YES

FBC2014/TPI2007

CSI.TCBCWB(Matrix)

0.750.610.60


in-0.26-0.380.06

(loc)17-1817-18

12

l/defl>905>609

n/a

L/d360240n/a

PLATESMT20


GRIP244/190




REACTIONS. (lb/size) 21=1060/0-5-0, 12=1066/Mechanical


4-5=-2981/0, 5-6=-3307/0, 6-7=-3307/0, 7-8=-2943/0, 8-9=-2943/0, 9-10=-2103/0, 10-11=-815/0

BOT CHORD 19-20=0/1609, 18-19=0/2624, 17-18=0/3213, 16-17=0/3307, 15-16=0/3307, 14-15=0/2600, 13-14=0/1578

WEBS 1-20=0/1252, 2-20=-1198/0, 2-19=0/818, 3-19=-794/0, 3-18=0/550, 5-18=-384/0, 5-17=-169/502, 6-17=-271/1, 11-13=0/1257, 10-13=-1212/0, 10-14=0/834, 9-14=-790/0, 9-15=0/528, 7-15=-821/0

NOTES- (6)1) Unbalanced floor live loads have been considered for this design.2) Refer to girder(s) for truss to truss connections.3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to







Job

850106

Truss

F11A

Truss Type

FLOOR

Qty

1

Ply


T9538333

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:29 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-5N_AOIkLz7XZRU7rfGIlzgEG3E1Swv6ew9lOukyan1e

Scale = 1:34.0

1 2 3 4 5 6 7 8 9 10 11

21 20 19 18 17 16 15 14 13 12

22

1.5x3

1.5x3

3x6

1.5x3

3x6 3x6

1.5x3 3x6

19-6-1419-6-14

0-1-8

1-8-

0

1-8-

0


40.010.0

0.05.0


2-0-01.001.00YES

FBC2014/TPI2007

CSI.TCBCWB(Matrix)

0.380.050.05


inn/an/a

0.00

(loc) - - 12

l/defln/an/an/a

L/d999999n/a

PLATESMT20


GRIP244/190




6-0-0 oc bracing: 16-17,15-16.REACTIONS. All bearings 19-6-14.

(lb) - Max Grav All reactions 250 lb or less at joint(s) 21, 12, 20, 13, 15, 16 except 19=288(LC 1), 18=297(LC 1), 17=282(LC 1), 14=288(LC 1)


NOTES- (6)1) All plates are 3x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to







Job

850106

Truss

F12

Truss Type

Floor

Qty

1

Ply


T9538334

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:30 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-ZZYZcelzkQfQ2ei1C_q_VunITeEyfAYn9pVyQAyan1d

Scale = 1:34.3

1 2 3 4 5 6 7 8 9 10

21 20 19 18 17 16 15 14 13 12 11

22

6x8 3x6

1.5x3

5x6

6x8 3x6

5x8

4x4

4x6

4x6

4x6

1.5x3

3x6

3x3

3x6

3x3

4x6

4x4

2x6 7x8

6x8

7x8

16-1-416-1-4

19-6-143-5-10

1-3-0 1-8-12 0-8-10

0-1-8

1-8-

0

0-1-

8

1-8-

0

Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-1-8,Edge], [10:0-1-8,Edge], [13:0-3-0,Edge], [17:0-3-0,0-0-0], [18:0-3-0,Edge]


40.010.0

0.05.0


2-0-01.001.00NO

FBC2014/TPI2007

CSI.TCBCWB(Matrix)

0.910.610.80


in-0.24-0.410.04

(loc)16-1716-17

11

l/defl>979>567

n/a

L/d360240n/a

PLATESMT20


GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.1(flat)BOT CHORD 2x4 SP M 31(flat)WEBS 2x4 SP No.2(flat) *Except*

21-22,1-21,10-11,8-13,4-18,5-17,9-13: 2x4 SP No.3(flat)



REACTIONS. (lb/size) 21=1222/0-5-0, 11=1829/Mechanical


4-5=-4048/0, 5-6=-4522/0, 6-7=-4565/0, 7-8=-4146/0, 8-9=-3778/0, 9-10=-1506/0BOT CHORD 19-20=0/1940, 18-19=0/3347, 17-18=0/4048, 16-17=0/4048, 15-16=0/4664, 14-15=0/4466,

13-14=0/3778, 12-13=0/2941WEBS 8-13=-1447/0, 1-20=0/1504, 2-20=-1378/0, 2-19=0/982, 3-19=-1198/0, 3-18=0/1183,

4-18=-251/0, 8-14=0/540, 7-14=-496/0, 6-16=-330/0, 5-16=0/922, 5-17=-816/0, 10-12=0/2269, 9-12=-2224/0, 9-13=0/1690

NOTES- (7)1) Unbalanced floor live loads have been considered for this design.2) Refer to girder(s) for truss to truss connections.3) Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the intended

use of this truss.4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to








Vert: 8=-925

Continued on page 2





Job

850106

Truss

F12

Truss Type

Floor

Qty

1

Ply


T9538334

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:30 2016 Page 2 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-ZZYZcelzkQfQ2ei1C_q_VunITeEyfAYn9pVyQAyan1d

LOAD CASE(S) Standard3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00



4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)


Vert: 8=-9255) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00



6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)


Vert: 8=-925





Job

850106

Truss

T01

Truss Type

GABLE

Qty

1

Ply


T9538335

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:31 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-1l5xpzlbVknGgoHDmhLD25JaF2ivOpaxNTEVydyan1c

Scale = 1:28.8

1

2

3

4

5

6

7

8 9

17 16 15 14 13 12 11 104x6

4x8

2x4

2x4 2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

3x4

2x4

2x4

8-11-08-11-0

-1-4-8

1-4-8

8-11-0

8-11-0

10-3-8

1-4-8

1-4-

5

4-9-

1

5.00 12


20.07.00.0 *5.0


2-0-01.251.25YES

FBC2014/TPI2007

CSI.TCBCWB(Matrix)

0.460.120.05


in0.00

-0.00-0.00

(loc)12

10

l/defln/rn/rn/a

L/d120120n/a

PLATESMT20

Weight: 67 lb FT = 20%

GRIP244/190

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



REACTIONS. All bearings 8-11-0.(lb) - Max Horz 17=234(LC 11)

Max Uplift All uplift 100 lb or less at joint(s) 17, 10, 15, 14, 13, 12, 11 except 16=-110(LC 9)Max Grav All reactions 250 lb or less at joint(s) 17, 10, 16, 15, 14, 13, 12, 11

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-273/144, 3-4=-282/159

NOTES- (10)1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18;

MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).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) 17, 10, 15, 14, 13, 12,

11 except (jt=lb) 16=110.9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any

particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.





Job

850106

Truss

T02

Truss Type

Monopitch

Qty

1

Ply


T9538336

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:31 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-1l5xpzlbVknGgoHDmhLD25Jcs2guOoXxNTEVydyan1c

Scale: 3/8"=1'

1

2

3

4

5

7 6

2x4

6x8

2x4

4x6

4x6

8-11-08-11-0

-1-4-8

1-4-8

4-5-8

4-5-8

8-11-0

4-5-8

10-3-8

1-4-8

1-4-

4

5-7-

3

5-0-

14

5.00 12


20.07.00.0 *5.0


2-0-01.251.25YES

FBC2014/TPI2007

CSI.TCBCWB(Matrix-M)

0.360.250.12


in-0.06-0.11-0.00

(loc)6-76-7

6

l/defl>999>986

n/a

L/d240180n/a

PLATESMT20


GRIP244/190

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



REACTIONS. (lb/size) 6=354/0-3-0, 7=362/0-3-0Max Horz 7=218(LC 9)Max Uplift6=-162(LC 9), 7=-89(LC 8)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 4-6=-192/250, 2-7=-217/275BOT CHORD 6-7=-385/277WEBS 3-6=-230/373


MWFRS (envelope) and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb)

6=162.5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular






Job

850106

Truss

T03

Truss Type

Monopitch Structural Gable

Qty

1

Ply


T9538337

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:32 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-VyfJ1JmDG2v7IysQKPsSbJsh7R_X7Eg4c7_3U3yan1b

Scale = 1:44.8

1

2

3

4

5

6

14 13

11 10 9 8 712

3x4

4x6

4x6

3x4

4x12

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

2x4

5x6

2x4

2x4

2x4

2x4

2x4

2x4

2x4 2x4

2x4

2x4

2x4

3x4

2x6

7-8-87-8-8

8-11-81-3-0

15-5-06-5-8

-1-4-8

1-4-8

7-8-8

7-8-8

15-5-0

7-8-8

16-9-8

1-4-8

1-4-

5

0-8-

14

7-5-

9

5.00 12

Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [28:0-1-15,0-1-0], [29:0-1-15,0-1-0], [31:0-1-15,0-1-0], [32:0-1-15,0-1-0]


20.07.00.0 *5.0


2-0-01.251.25YES

FBC2014/TPI2007


0.710.290.19


in-0.03-0.06-0.01

(loc)13-1413-14

7

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190




8-7-7 oc bracing: 13-14.WEBS 1 Row at midpt 4-7

REACTIONS. All bearings 6-9-0 except (jt=length) 14=0-3-0, 12=0-3-8.(lb) - Max Horz 14=372(LC 9)

Max Uplift All uplift 100 lb or less at joint(s) 10, 9, 8 except 7=-239(LC 9), 11=-436(LC 1), 14=-179(LC 12), 12=-424(LC 12)

Max Grav All reactions 250 lb or less at joint(s) 10, 9, 8 except 7=293(LC 1), 11=255(LC 12), 14=412(LC 1), 12=697(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-303/85, 2-14=-351/306BOT CHORD 13-14=-727/505, 12-13=-381/336, 11-12=-381/336, 10-11=-381/336, 9-10=-381/336,

8-9=-381/336, 7-8=-381/336WEBS 4-13=-260/266, 4-7=-243/304, 2-13=-170/348




3) Gable studs spaced at 1-4-0 oc.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.6) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity

of bearing surface.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 9, 8 except (jt=lb)

7=239, 11=436, 14=179, 12=424.8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular






Job

850106

Truss

T04

Truss Type

Monopitch

Qty

5

Ply


T9538338

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:33 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-_8DhEfnr1L1_w5Rcu6Nh7WPsVrLxsgNDrnjc1Vyan1a

Scale = 1:46.2

1

2

3

4

5

6

9 8 7

3x6

4x6

2x6 4x6 6x8

3x4

7x8

7-8-87-8-8

15-5-07-8-8

-1-4-8

1-4-8

7-8-8

7-8-8

15-5-0

7-8-8

16-9-8

1-4-8

1-4-

4

8-3-

11

7-9-

6

5.00 12

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


20.07.00.0 *5.0


2-0-01.251.25YES

FBC2014/TPI2007


0.730.210.22


in-0.03-0.05-0.01

(loc)7-87-8

7

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190



end verticals.BOT CHORD Rigid ceiling directly applied or 8-6-9 oc bracing.WEBS 1 Row at midpt 3-7


FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-618/296, 5-7=-256/285, 2-9=-531/406BOT CHORD 8-9=-744/485, 7-8=-558/515WEBS 3-7=-559/513, 2-8=-19/343




fit between the bottom chord and any other members.4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=141,







Job

850106

Truss

T05

Truss Type

Monopitch

Qty

10

Ply


T9538339

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:33 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-_8DhEfnr1L1_w5Rcu6Nh7WPvQrL2sbmDrnjc1Vyan1a

Scale = 1:43.6

1

2

3

4

5

6

9 8 7

10 11

3x6

2x4 4x6 3x4

3x4

8x10

4x8

4x6

4x6

7-8-87-8-8

15-5-07-8-8

-1-4-8

1-4-8

7-8-8

7-8-8

15-5-0

7-8-8

16-9-8

1-4-8

1-4-

4

8-3-

11

7-9-

6

2-0-

0

8-0-

7

5.00 12



20.07.00.0 *5.0


2-0-01.251.25YES

FBC2014/TPI2007


0.540.200.52


in-0.02-0.050.08

(loc)7-87-811

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190





FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-611/174, 2-9=-531/325BOT CHORD 8-9=-582/292, 7-8=-444/493WEBS 3-7=-517/464, 2-8=0/300, 7-10=-221/293, 5-10=-221/293





of bearing surface.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=109,







Job

850106

Truss

T06

Truss Type

GABLE

Qty

1

Ply


T9538340

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:34 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-SKn3S?oTofArXF0oRquwgkx_UFhMb8aN3RT9Zyyan1Z

Scale = 1:53.6

1

2

3

4

5

6

7

8

9

10

11 12

13

14

15

16 17

33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18

4x6

5x6

3x6

3x6

4x6 7x8

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

18-11-018-11-0

-1-4-8

1-4-8

18-11-0

18-11-0

20-3-8

1-4-8

1-4-

5

8-11

-1

5.00 12

Plate Offsets (X,Y)-- [18:Edge,0-3-8], [23:0-4-0,0-0-4]


20.07.00.0 *5.0


2-0-01.251.25YES

FBC2014/TPI2007

CSI.TCBCWB(Matrix)

0.910.200.16


in0.000.00

-0.00

(loc)22

18

l/defln/rn/rn/a

L/d120120n/a

PLATESMT20


GRIP244/190





Max Uplift All uplift 100 lb or less at joint(s) 18, 31, 30, 29, 28, 27, 26, 25, 24, 22, 21, 20, 19 except 32=-228(LC 9)

Max Grav All reactions 250 lb or less at joint(s) 18, 32, 31, 30, 29, 28, 27, 26, 25, 24, 22, 21, 20, 19 except 33=321(LC 20)


8-9=-356/216, 9-10=-324/205, 10-11=-291/187, 11-12=-289/194, 12-13=-259/182




3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).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


of bearing surface.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 31, 30, 29, 28, 27,

26, 25, 24, 22, 21, 20, 19 except (jt=lb) 32=228.10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any






Job

850106

Truss

T07

Truss Type

Monopitch

Qty

5

Ply


T9538341

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:35 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-wXLSfLo5ZzIi9Pb??XP9CxUERf0iKTuWI5Cj5Oyan1Y

Scale = 1:52.1

1

2

3

4

5

6

7

1110 9

812 13

3x6

4x6

8x10 4x6 3x4

4x6

3x4

3x4

6x8

9-5-89-5-8

18-11-09-5-8

-1-4-8

1-4-8

6-4-13

6-4-13

12-6-3

6-1-5

18-11-0

6-4-13

20-3-8

1-4-8

1-4-

4

9-9-

3

9-2-

14

5.00 12



20.07.00.0 *5.0


2-0-01.251.25YES

FBC2014/TPI2007


0.640.320.67


in-0.08-0.130.01

(loc)8-108-10

8

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190

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

6-8: 2x4 SP No.2


end verticals.BOT CHORD Rigid ceiling directly applied or 8-4-4 oc bracing.WEBS 1 Row at midpt 6-8, 5-8


FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 3-4=-682/370, 4-5=-626/380, 2-11=-311/318BOT CHORD 10-11=-772/701, 10-12=-477/447, 9-12=-477/447, 9-13=-477/447, 8-13=-477/447WEBS 3-10=-228/327, 5-10=-197/387, 5-8=-576/511, 3-11=-692/291




fit between the bottom chord and any other members, with BCDL = 5.0psf.4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=248,







Job

850106

Truss

T08

Truss Type

Monopitch

Qty

2

Ply


T9538342

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:36 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-OjvqshpkKGQZnZABZEwOl91T33M43xdgXkyGeqyan1X

Scale = 1:51.7

1

2

3

4

5

6

7

1110 9

8

12 13

14 15

3x6

4x6 3x4

4x6

3x4

3x4

3x4

4x6

4x12

4x6

4x6

9-5-89-5-8

18-11-09-5-8

-1-4-8

1-4-8

6-4-13

6-4-13

12-6-3

6-1-5

18-11-0

6-4-13

20-3-8

1-4-8

1-4-

4

9-9-

3

9-2-

14

2-0-

0

9-5-

15

5.00 12



20.07.00.0 *5.0


2-0-01.251.25YES

FBC2014/TPI2007


0.330.310.64


in-0.07-0.120.09

(loc)8-108-10

13

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190





FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 3-4=-659/219, 4-5=-589/229, 2-11=-308/317BOT CHORD 10-11=-651/703, 10-14=-352/411, 9-14=-352/411, 9-15=-352/411, 8-15=-352/411WEBS 3-10=-235/323, 5-10=-195/383, 5-8=-545/466, 3-11=-653/107, 8-12=-321/436,

6-12=-321/436




fit between the bottom chord and any other members, with BCDL = 5.0psf.4) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity

of bearing surface.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=133,







Job

850106

Truss

T09

Truss Type

Monopitch

Qty

4

Ply


T9538343

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:36 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-OjvqshpkKGQZnZABZEwOl91MR3PR33pgXkyGeqyan1X

Scale = 1:40.1

1

2

3

5 4

6

7 8

2x4

2x6

2x4

2x4

3x4 3x6

5-0-

8

6-5-86-5-8

6-5-8

6-5-8

4-9-

3

6-11

-1

6-11

-1

4.00 12


20.07.00.0 *5.0


2-0-01.251.25YES

FBC2014/TPI2007


0.810.100.11


in-0.03-0.05-0.00

(loc)4-54-5

4

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x6 SP M 26WEBS 2x4 SP No.3 *Except*

3-4: 2x4 SP No.2



REACTIONS. (lb/size) 5=227/0-3-8, 4=227/0-3-8Max Horz 5=70(LC 8)Max Uplift4=-92(LC 8)Max Grav 5=289(LC 2), 4=289(LC 2)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-361/160, 4-6=-166/263, 3-6=-166/263WEBS 2-6=-167/385


MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60

2) 60.0lb AC unit load placed on the bottom chord, 3-2-12 from left end, supported at two points, 3-0-0 apart.3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will

fit between the bottom chord and any other members, with BCDL = 5.0psf.5) Bearing at joint(s) 5, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify

capacity of bearing surface.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4.7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular






Job

850106

Truss

T10

Truss Type

Monopitch

Qty

4

Ply


T9538344

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:37 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-svTC41qM5aYQOjlN7ySdIMZXsSlpoW0pmOhpAGyan1W

Scale = 1:39.6

1

2

3

5 4

6

7 8

2x4

2x6

2x4

2x4

3x4 3x6

5-0-

8

6-2-06-2-0

6-2-0

6-2-0

4-9-

3

6-9-

14

6-9-

14

4.00 12


20.07.00.0 *5.0


2-0-01.251.25YES

FBC2014/TPI2007


0.770.090.12


in-0.02-0.04-0.00

(loc)4-54-5

4

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x6 SP M 26WEBS 2x4 SP No.3 *Except*

3-4: 2x4 SP No.2



REACTIONS. (lb/size) 5=217/0-3-8, 4=219/MechanicalMax Horz 5=66(LC 8)Max Uplift4=-87(LC 8)Max Grav 5=275(LC 2), 4=278(LC 2)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-373/165, 4-6=-158/256, 3-6=-158/256WEBS 2-6=-170/396


MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60

2) 60.0lb AC unit load placed on the bottom chord, 3-2-12 from left end, supported at two points, 3-0-0 apart.3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will

fit between the bottom chord and any other members, with BCDL = 5.0psf.5) Refer to girder(s) for truss to truss connections.6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity

of bearing surface.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4.8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular






Job

850106

Truss

T11

Truss Type

Flat Girder

Qty

1

Ply

2 Job Reference (optional)

T9538345

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:38 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-K61aHNr_sugH0tJagfzsqa6f9syyXn4y_2RNijyan1V

Scale = 1:32.3

1 2 3 4 5 6 7

1413 12 11 10 9

8

15

16 17 18 19 20 21 22 23

24 25 26 27

5x12 5x12

6x12 MT20HS

2x4 5x8

7x14 MT20HS 3x8

2x4 7x8

2x4

2x4

10x14 2x6 3x6

3-3-03-3-0

6-4-43-1-4

9-5-83-1-4

12-6-123-1-4

15-8-03-1-4

18-11-03-3-0

3-3-0

3-3-0

6-4-4

3-1-4

9-5-8

3-1-4

12-6-12

3-1-4

15-8-0

3-1-4

18-11-0

3-3-0

2-0-

0

1-8-

8

2-0-

0

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


20.07.00.0 *5.0


2-0-01.251.25NO

FBC2014/TPI2007


0.990.600.83


in-0.33-0.620.09

(loc)11118

l/defl>686>362

n/a

L/d240180n/a

PLATESMT20MT20HS


GRIP244/190187/143

LUMBER-TOP CHORD 2x4 SP M 31 *Except*

5-7: 2x4 SP No.2BOT CHORD 2x6 SP M 26WEBS 2x4 SP No.3 *Except*

1-13,3-13,3-11,5-11,5-9,7-9: 2x4 SP No.1

BRACING-TOP CHORD Structural wood sheathing directly applied, except end verticals.BOT CHORD Rigid ceiling directly applied or 8-11-7 oc bracing.

REACTIONS. (lb/size) 14=6327/(0-3-8 + bearing block) (req. 0-3-12), 8=6557/0-3-8 (req. 0-3-14)Max Uplift14=-2281(LC 4), 8=-2384(LC 4)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 14-15=-5996/2173, 1-15=-5996/2173, 1-16=-9788/3520, 16-17=-9788/3520,

2-17=-9788/3520, 2-18=-9788/3520, 18-19=-9788/3520, 3-19=-9788/3520, 3-20=-17411/6258, 4-20=-17411/6258, 4-21=-17411/6258, 5-21=-17411/6258, 5-22=-10030/3639, 6-22=-10030/3639, 6-23=-10030/3639, 7-23=-10030/3639, 7-8=-5957/2165

BOT CHORD 13-14=-141/380, 12-13=-5670/15795, 11-12=-5670/15795, 10-11=-5857/16217, 10-24=-5857/16217, 24-25=-5857/16217, 9-25=-5857/16217, 9-26=-129/352, 26-27=-129/352, 8-27=-129/352

WEBS 1-13=-3814/10620, 2-13=-2199/830, 3-13=-6780/2426, 3-12=-102/357, 3-11=-663/1824, 4-11=-1844/685, 5-11=-453/1347, 5-10=-238/698, 5-9=-6984/2503, 6-9=-1975/733, 7-9=-3962/10924

NOTES- (14)1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:

Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.

2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to plyconnections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.

3) 2x4 SP No.3 bearing block 12" long at jt. 14 attached to each face with 2 rows of 10d (0.131"x3") nails spaced 3" o.c. 8 Total fastenersper block. Bearing is assumed to be SP No.2.

4) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18;MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60

5) Provide adequate drainage to prevent water ponding.6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will

fit between the bottom chord and any other members.9) WARNING: Required bearing size at joint(s) 8 greater than input bearing size.10) Bearing at joint(s) 14, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify

capacity of bearing surface.Continued on page 2





Job

850106

Truss

T11

Truss Type

Flat Girder

Qty

1

Ply


T9538345

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:38 2016 Page 2 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-K61aHNr_sugH0tJagfzsqa6f9syyXn4y_2RNijyan1V

NOTES- (14)11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=2281, 8=2384.12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 504 lb down and 236 lb up at 1-4-4, 504 lb down and 236 lb up at 1-8-12,

504 lb down and 236 lb up at 3-8-12, 504 lb down and 236 lb up at 5-8-12, 504 lb down and 236 lb up at 7-8-12, 504 lb down and 236 lb up at 9-8-12, 504 lb down and 236 lbup at 11-8-12, 504 lb down and 236 lb up at 13-8-12, and 504 lb down and 236 lb up at 15-8-12, and 504 lb down and 236 lb up at 17-8-12 on top chord, and 268 lb down and97 lb up at 13-0-4, 268 lb down and 97 lb up at 14-5-4, and 268 lb down and 97 lb up at 16-5-4, and 272 lb down and 93 lb up at 18-5-4 on bottom chord. Thedesign/selection of such connection device(s) is the responsibility of others.

14) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of thebuilding designer per ANSI TPI 1 as referenced by the building code.

LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25


Concentrated Loads (lb)Vert: 4=-504 6=-504 16=-504 17=-504 18=-504 19=-504 20=-504 21=-504 22=-504 23=-504 24=-209(F) 25=-209(F) 26=-209(F) 27=-213(F)





Job

850106

Truss

T12

Truss Type

Flat Girder

Qty

1

Ply


T9538346

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:39 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-oIayViscdBo8e0umENU5NnfweGR9GRK6DiAwE9yan1U

Scale = 1:13.01 2

4 3

5 6

2x4

2x4

4x6

4x6

4-1-124-1-12

4-1-12

4-1-12

2-0-

0


20.07.00.0 *5.0


2-0-01.251.25NO

FBC2014/TPI2007


0.620.030.00


in-0.00-0.00-0.00

(loc)3-43-4

3

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190




REACTIONS. (lb/size) 4=1191/0-3-8, 3=1280/0-3-8Max Uplift4=-429(LC 4), 3=-467(LC 4)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-4=-1171/441, 2-3=-1261/479


Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.



4) Provide adequate drainage to prevent water ponding.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


3=467.8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 616 lb down and 279 lb up at 1-2-8,

and 622 lb down and 280 lb up at 3-2-8 on top chord. The design/selection of such connection device(s) is the responsibility of others.10) This manufactured product is designed as an individual building component. The suitability and use of this component for any




Concentrated Loads (lb)Vert: 5=-616 6=-622





Job

850106

Truss

T13

Truss Type

GABLE

Qty

1

Ply


T9538347

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:39 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-oIayViscdBo8e0umENU5Nnf1NGR8GRd6DiAwE9yan1U

Scale = 1:19.6

1

2

3

4

5

6

7 8

13 12 11 10 9

14

4x12

3x4

4x6

2x4 2x4

2x4

2x4

2x4

2x4

2x4

3x6

3x4

2x4

2x4

9-0-09-0-0

-1-4-0

1-4-0

9-0-0

9-0-0

0-3-

15

3-0-

4

4.00 12

Plate Offsets (X,Y)-- [2:0-6-0,0-2-5], [2:0-10-12,Edge]


20.07.00.0 *5.0


2-0-01.251.25YES

FBC2014/TPI2007

CSI.TCBCWB(Matrix)

0.130.030.05


in0.000.00

-0.00

(loc)119

l/defln/rn/rn/a

L/d120120n/a

PLATESMT20


GRIP244/190





Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 11, 12, 13 except 2=-130(LC 8)Max Grav All reactions 250 lb or less at joint(s) 2, 9, 10, 11, 12, 13



MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60


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) 9, 10, 11, 12, 13

except (jt=lb) 2=130.8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular






Job

850106

Truss

T14

Truss Type

Monopitch

Qty

9

Ply


T9538348

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:40 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-GU8Li2sEOVw?FATyo4?Kv?BASgke?s3FSMwUnbyan1T

Scale = 1:20.9

1

2

3

4

5

6 10

4x6

3x6

3x4

4x6

2x4

3x6

1-0-01-0-0

1-2-120-2-12

9-0-07-9-4

-1-4-0

1-4-0

4-9-2

4-9-2

9-0-0

4-2-14

0-3-

15

3-3-

15

1-0-

0

3-3-

15

4.00 12

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


20.07.00.0 *5.0


2-0-01.251.25YES

FBC2014/TPI2007


0.300.210.10


in-0.03-0.04-0.00

(loc)5-95-910

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190




REACTIONS. (lb/size) 2=422/0-5-8, 10=201/MechanicalMax Horz 2=120(LC 8)Max Uplift2=-155(LC 8), 10=-77(LC 12)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-344/236BOT CHORD 2-5=-336/290WEBS 3-5=-272/328


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


fit between the bottom chord and any other members.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) 10 except (jt=lb)







Job

850106

Truss

T15

Truss Type

Monopitch Structural Gable

Qty

1

Ply


T9538349

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:40 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-GU8Li2sEOVw?FATyo4?Kv?BEkgnL?taFSMwUnbyan1T

Scale: 1.5"=1'

2

1

32x4

2x4

2x4

1-0-01-0-0

3-0-02-0-0

3-0-0

3-0-0

0-0-

4

1-0-

44.00 12


20.07.00.0 *5.0


2-0-01.251.25YES

FBC2014/TPI2007


0.030.030.00


in-0.00-0.00-0.00

(loc)553

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190





Max Uplift All uplift 100 lb or less at joint(s) 1, 3Max Grav All reactions 250 lb or less at joint(s) 1, 1, 3, 1



MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60


3) Gable studs spaced at 1-4-0 oc.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.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 1.7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular






Job

850106

Truss

T16

Truss Type

Monopitch

Qty

4

Ply


T9538350

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:41 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-lhijwOts8p2stK28MoWZSCkOx47CkKqPg0f1J2yan1S

Scale = 1:9.6

1

2

3

4

2x4

2x4 3x4

3x4

3-0-03-0-0

-1-4-0

1-4-0

3-0-0

3-0-0

0-3-

15

1-3-

15

4.00 12



20.07.00.0 *5.0


2-0-01.251.25YES

FBC2014/TPI2007


0.130.060.00


in0.00

-0.00-0.00

(loc)664

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190




REACTIONS. (lb/size) 4=73/Mechanical, 2=184/0-5-8Max Horz 2=56(LC 8)Max Uplift4=-50(LC 8), 2=-129(LC 8)



MWFRS (envelope) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60


fit between the bottom chord and any other members.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) 4 except (jt=lb)







Job

850106

Truss

TG01

Truss Type

FLAT GIRDER

Qty

1

Ply


T9538351

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:41 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-lhijwOts8p2stK28MoWZSCkCD45qkA4Pg0f1J2yan1S

Scale = 1:13.4

1 2 3

6

5

47

8 9 10

2x4 2x4

5x8

3x8 2x4 3x8

3-5-83-5-8

6-11-03-5-8

3-5-8

3-5-8

6-11-0

3-5-8

1-8-

0


40.010.0

0.0 *5.0


2-0-01.001.00NO

FBC2014/TPI2007


0.880.150.69

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

in-0.02-0.05-0.000.01

(loc)5545

l/defl>999>999

n/a>999

L/d360240n/a

240

PLATESMT20


GRIP244/190





FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-6=-1791/0, 1-2=-2669/0, 2-3=-2669/0, 3-4=-1791/0WEBS 1-5=0/2890, 2-5=-2111/0, 3-5=0/2890


Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.




fit between the bottom chord and any other members.7) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32 has/have been

modified. Building designer must review loads to verify that they are correct for the intended use of this truss.8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 61 lb up at 0-6-4,

59 lb down and 65 lb up at 2-4-12, and 59 lb down and 65 lb up at 4-4-12, and 62 lb down and 61 lb up at 6-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.

10) This manufactured product is designed as an individual building component. The suitability and use of this component for anyparticular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.



Concentrated Loads (lb)Vert: 7=-62(F) 8=-59(F) 9=-59(F) 10=-62(F)

2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00

Continued on page 2





Job

850106

Truss

TG01

Truss Type

FLAT GIRDER

Qty

1

Ply


T9538351


LOAD CASE(S) StandardUniform Loads (plf)


Vert: 7=-52(F) 8=-49(F) 9=-49(F) 10=-52(F)3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25



4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60Uniform Loads (plf)


Vert: 7=59(F) 8=61(F) 9=61(F) 10=59(F)5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60


Concentrated Loads (lb)Vert: 7=59(F) 8=61(F) 9=61(F) 10=59(F)

6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60Uniform Loads (plf)


Vert: 7=61(F) 8=65(F) 9=65(F) 10=61(F)7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60



8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60Uniform Loads (plf)


Vert: 7=59(F) 8=61(F) 9=61(F) 10=59(F)9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60



10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60Uniform Loads (plf)


Vert: 7=59(F) 8=61(F) 9=61(F) 10=59(F)11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60



12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60Uniform Loads (plf)


Vert: 7=61(F) 8=65(F) 9=65(F) 10=61(F)13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60



14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90Uniform Loads (plf)


Vert: 7=-20(F) 8=-17(F) 9=-17(F) 10=-20(F)15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60



16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60Uniform Loads (plf)


Vert: 7=44(F) 8=47(F) 9=47(F) 10=44(F)

Continued on page 3





Job

850106

Truss

TG01

Truss Type

FLAT GIRDER

Qty

1

Ply


T9538351


LOAD CASE(S) Standard17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60



18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60Uniform Loads (plf)


Vert: 7=44(F) 8=47(F) 9=47(F) 10=44(F)19) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60



20) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60Uniform Loads (plf)


Vert: 7=-20(F) 8=-18(F) 9=-18(F) 10=-20(F)21) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60



22) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60Uniform Loads (plf)


Vert: 7=-17(F) 8=-14(F) 9=-14(F) 10=-17(F)23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60



24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60Uniform Loads (plf)


Vert: 7=-20(F) 8=-18(F) 9=-18(F) 10=-20(F)25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60



26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60Uniform Loads (plf)


Vert: 7=-20(F) 8=-18(F) 9=-18(F) 10=-20(F)27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60



28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60Uniform Loads (plf)


Vert: 7=-17(F) 8=-14(F) 9=-14(F) 10=-17(F)29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60



30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60Uniform Loads (plf)


Vert: 7=-42(F) 8=-38(F) 9=-38(F) 10=-42(F)31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60



Continued on page 4





Job

850106

Truss

TG01

Truss Type

FLAT GIRDER

Qty

1

Ply


T9538351


LOAD CASE(S) Standard32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60







Job

850106

Truss

TG02

Truss Type

FLAT GIRDER

Qty

1

Ply


T9538352

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:42 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-DtG57kuUv6AjVUdLvV1o_QHXETLZTePYvgParUyan1R

Scale = 1:26.7

1 2 3 4 5 6 7

14

13 12 11 10 9

815 16 17 18 19 20

2x4

3x8

2x4 5x8

2x4 3x8

2x4 3x8

2x4

2x4

3x8 2x4

5x8

3x8

2-8-12-8-1

5-2-72-6-5

7-8-122-6-5

10-3-12-6-5

12-9-72-6-5

15-5-82-8-1

2-8-1

2-8-1

5-2-7

2-6-5

7-8-12

2-6-5

10-3-1

2-6-5

12-9-7

2-6-5

15-5-8

2-8-1

1-8-

0


40.010.0

0.0 *5.0


2-0-01.001.00NO

FBC2014/TPI2007


0.220.560.62


in-0.10-0.160.020.02

(loc)11118

11

l/defl>999>999

n/a>999

L/d360240n/a

240

PLATESMT20


GRIP244/190




REACTIONS. (lb/size) 14=1058/0-5-8, 8=1086/0-5-8Max Uplift14=-148(LC 4), 8=-148(LC 4)Max Grav 14=1421(LC 2), 8=1511(LC 2)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-14=-1290/143, 1-2=-2383/231, 2-3=-2383/231, 3-4=-4317/417, 4-5=-4317/417,

5-6=-2423/231, 6-7=-2423/231, 7-8=-1307/143BOT CHORD 13-16=-383/3944, 12-16=-383/3944, 12-17=-383/3944, 11-17=-383/3944,

11-18=-383/3962, 10-18=-383/3962, 10-19=-383/3962, 9-19=-383/3962WEBS 1-13=-246/2565, 3-13=-1753/170, 3-12=0/429, 3-11=-38/419, 5-11=-38/399, 5-10=0/425,

5-9=-1728/170, 7-9=-246/2600





4) Provide adequate drainage to prevent water ponding.5) Concentrated loads from layout are not present in Load Case(s): #3 Dead + Uninhabitable Attic Without Storage; #4 Dead + 0.6

MWFRS Wind (Pos. Internal) Left; #5 Dead + 0.6 MWFRS Wind (Pos. Internal) Right; #6 Dead + 0.6 MWFRS Wind (Neg. Internal) Left;#7 Dead + 0.6 MWFRS Wind (Neg. Internal) Right; #8 Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel; #9 Dead + 0.6 MWFRSWind (Pos. Internal) 2nd Parallel; #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MWFRS Wind (Pos.Internal) 4th Parallel; #12 Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel; #13 Dead + 0.6 MWFRS Wind (Neg. Internal) 2ndParallel; #18 Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left); #19 Dead + 0.75 Roof Live (bal.) + 0.75(0.6MWFRS Wind (Neg. Int) Right); #20 Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel); #21 Dead + 0.75Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel).



8=148.9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.

Continued on page 2





Job

850106

Truss

TG02

Truss Type

FLAT GIRDER

Qty

1

Ply


T9538352

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:42 2016 Page 2 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-DtG57kuUv6AjVUdLvV1o_QHXETLZTePYvgParUyan1R

NOTES- (11)10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 276 lb down at 2-1-12, 276 lb down at 4-1-12, 276 lb down at 6-1-12, 276

lb down at 8-1-12, 276 lb down at 10-1-12, and 276 lb down at 12-1-12, and 276 lb down at 14-1-12 on bottom chord. The design/selection of such connection device(s) isthe responsibility of others.




Concentrated Loads (lb)Vert: 10=-68(F) 15=-68(F) 16=-68(F) 17=-68(F) 18=-68(F) 19=-68(F) 20=-68(F)





Job

850106

Truss

TG03

Truss Type

FLAT GIRDER

Qty

1

Ply


T9538353

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:43 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-h3qTK4v7gQIa6eCXTCY1Xdpi5thCC5Ii8K88Nwyan1Q

Scale = 1:25.9

1 2 3 4 5 6 7

14

13 12 11 10 9 815 16 17 18 19

2x4

3x6

2x4 4x8

2x4 3x8

2x4 3x8

2x4

2x4

3x8 2x4

4x8

3x6

2-7-32-7-3

5-0-92-5-7

7-6-02-5-7

9-11-72-5-7

12-4-132-5-7

15-0-02-7-3

2-7-3

2-7-3

5-0-9

2-5-7

7-6-0

2-5-7

9-11-7

2-5-7

12-4-13

2-5-7

15-0-0

2-7-3

1-8-

0


40.010.0

0.0 *5.0


2-0-01.001.00NO

FBC2014/TPI2007


0.210.540.58


in-0.08-0.140.020.02

(loc)11118

11

l/defl>999>999

n/a>999

L/d360240n/a

240

PLATESMT20


GRIP244/190




REACTIONS. (lb/size) 14=1026/0-5-8, 8=1069/MechanicalMax Uplift14=-143(LC 4), 8=-143(LC 4)Max Grav 14=1376(LC 2), 8=1517(LC 2)


5-6=-2254/217, 6-7=-2254/217, 7-8=-1253/139BOT CHORD 13-16=-360/3709, 12-16=-360/3709, 12-17=-360/3709, 11-17=-360/3709,

11-18=-360/3700, 10-18=-360/3700, 9-10=-360/3700WEBS 1-13=-233/2427, 3-13=-1660/161, 3-12=0/411, 3-11=-36/406, 5-11=-36/415, 5-10=0/390,

5-9=-1635/161, 7-9=-233/2430





4) Provide adequate drainage to prevent water ponding.5) Concentrated loads from layout are not present in Load Case(s): #3 Dead + Uninhabitable Attic Without Storage; #4 Dead + 0.6

MWFRS Wind (Pos. Internal) Left; #5 Dead + 0.6 MWFRS Wind (Pos. Internal) Right; #6 Dead + 0.6 MWFRS Wind (Neg. Internal) Left;#7 Dead + 0.6 MWFRS Wind (Neg. Internal) Right; #8 Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel; #9 Dead + 0.6 MWFRSWind (Pos. Internal) 2nd Parallel; #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MWFRS Wind (Pos.Internal) 4th Parallel; #12 Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel; #13 Dead + 0.6 MWFRS Wind (Neg. Internal) 2ndParallel; #18 Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left); #19 Dead + 0.75 Roof Live (bal.) + 0.75(0.6MWFRS Wind (Neg. Int) Right); #20 Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel); #21 Dead + 0.75Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel).


fit between the bottom chord and any other members.8) Refer to girder(s) for truss to truss connections.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=143,

8=143.10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.

Continued on page 2





Job

850106

Truss

TG03

Truss Type

FLAT GIRDER

Qty

1

Ply


T9538353

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:43 2016 Page 2 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-h3qTK4v7gQIa6eCXTCY1Xdpi5thCC5Ii8K88Nwyan1Q

NOTES- (12)11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 276 lb down at 2-1-12, 276 lb down at 4-1-12, 276 lb down at 6-1-12, 276

lb down at 8-1-12, 276 lb down at 10-1-12, and 276 lb down at 12-1-12, and 277 lb down at 14-1-12 on bottom chord. The design/selection of such connection device(s) isthe responsibility of others.




Concentrated Loads (lb)Vert: 10=-68(B) 9=-68(B) 15=-68(B) 16=-68(B) 17=-68(B) 18=-68(B) 19=-69(B)





Job

850106

Truss

TG04

Truss Type

FLAT GIRDER

Qty

1

Ply


T9538354

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:44 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-9GOrYQvlRkQQkonj1w4G4rMiwHyFxYPrN_uhwMyan1P

Scale = 1:34.3

1 2 3 4 5 6 7 8

1615 14 13 12 11 10 9

176x8

4x6

4x8

2x4 3x8

5x6 3x8

2x4

2x4

3x8 5x6

3x8 2x4

4x8

2x4 4x8

2-10-132-10-13

5-7-142-9-1

8-4-152-9-1

11-1-152-9-1

13-11-02-9-1

16-8-12-9-1

19-6-142-10-13

2-10-13

2-10-13

5-7-14

2-9-1

8-4-15

2-9-1

11-1-15

2-9-1

13-11-0

2-9-1

16-8-1

2-9-1

19-6-14

2-10-13

1-8-

0

1-8-

0

Plate Offsets (X,Y)-- [6:0-3-0,0-3-0], [8:Edge,0-3-8], [9:0-4-8,0-2-0], [14:0-3-0,0-3-0]


40.010.0

0.0 *5.0


2-0-01.001.00NO

FBC2014/TPI2007


0.850.870.59


in-0.21-0.330.070.11

(loc)12-1312-13

912

l/defl>999>693

n/a>999

L/d360240n/a

240

PLATESMT20


GRIP244/190


BRACING-TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins.BOT CHORD Rigid ceiling directly applied or 9-9-13 oc bracing.

REACTIONS. (lb/size) 16=1282/0-5-0, 9=8445/MechanicalMax Uplift16=-227(LC 8), 9=-1495(LC 8)


5-6=-5310/1710, 6-17=-5309/1710, 7-17=-5309/1710, 8-9=-6383/2067BOT CHORD 14-15=-1259/3910, 13-14=-1259/3910, 12-13=-1728/5364, 11-12=-1728/5364,

10-11=-1306/4055, 9-10=-1306/4055WEBS 1-15=-793/2462, 2-15=-276/117, 3-15=-1837/592, 3-13=-373/1159, 4-13=-287/118,

5-13=-465/150, 6-11=-558/204, 7-11=-451/1401, 7-9=-4471/1440

NOTES- (14)1) Ply to ply nailing inadequate2) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:

Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.


4) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18;MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60


fit between the bottom chord and any other members.8) Refer to girder(s) for truss to truss connections.9) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity

of bearing surface.10) Provide metal plate or equivalent at bearing(s) 9 to support reaction shown.11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)

16=227, 9=1495.12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1280 lb down and 412 lb up at

16-1-0, and 6327 lb down and 2038 lb up at 19-5-2 on top chord. The design/selection of such connection device(s) is theresponsibility of others.Continued on page 2





Job

850106

Truss

TG04

Truss Type

FLAT GIRDER

Qty

1

Ply


T9538354

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:44 2016 Page 2 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-9GOrYQvlRkQQkonj1w4G4rMiwHyFxYPrN_uhwMyan1P




Concentrated Loads (lb)Vert: 8=-6327 17=-1280





Job

850106

Truss

TG05

Truss Type

FLAT GIRDER

Qty

1

Ply


T9538355

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:45 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-dSyElmwNC1YHMxMwbdbVc2uv_hJHgvR_bedFSpyan1O

Scale = 1:31.4

1 2 3 4 5 6 7 8 9

1817 16 15 14 13 12 11

1019 20 21 22 23 24 25 26

4x10 MT20HS

5x12 5x8

3x6 10x16 MT20HS

2x4 12x20

10x16 MT20HS

2x4

2x6

3x10 2x4

4x12

6x10

2x6

2x4

8x12

2-4-02-4-0

4-4-82-0-8

6-6-102-2-2

8-8-122-2-2

10-10-142-2-2

13-1-02-2-2

15-1-82-0-8

17-5-82-4-0

2-4-0

2-4-0

4-4-8

2-0-8

6-6-10

2-2-2

8-8-12

2-2-2

10-10-14

2-2-2

13-1-0

2-2-2

15-1-8

2-0-8

17-5-8

2-4-0

1-8-

0

Plate Offsets (X,Y)-- [3:0-3-8,Edge], [15:0-8-0,0-6-12], [17:0-8-0,0-5-8]


40.010.0

0.0 *5.0


2-0-01.001.00NO

FBC2014/TPI2007


0.760.750.98


in-0.31-0.540.060.10

(loc)14-1514-15

1015

l/defl>660>380

n/a>999

L/d360240n/a

240

PLATESMT20MT20HS


GRIP244/190187/143

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

1-7: 2x4 SP M 31BOT CHORD 2x8 SP 2400F 2.0EWEBS 2x4 SP No.3 *Except*

1-18,9-10,3-17: 2x4 SP No.2, 1-17,5-15,5-13,7-13,9-11: 2x4 SP No.13-16: 2x8 SP 2400F 2.0E



REACTIONS. (lb/size) 18=9894/0-5-8, 10=5259/0-5-8Max Uplift18=-1607(LC 4), 10=-693(LC 4)Max Grav 18=9998(LC 2), 10=7467(LC 2)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-18=-7845/1222, 1-2=-14136/2183, 2-3=-14136/2183, 3-4=-25899/3559,

4-5=-25899/3559, 5-6=-20787/2297, 6-7=-20787/2297, 7-8=-8593/821, 8-9=-8593/821, 9-10=-4792/474

BOT CHORD 18-19=-93/588, 17-19=-93/588, 17-20=-3970/25843, 16-20=-3970/25843, 16-21=-3970/25843, 15-21=-3970/25843, 15-22=-3135/25698, 14-22=-3135/25698, 14-23=-3135/25698, 13-23=-3135/25698, 13-24=-1678/16359, 12-24=-1678/16359, 12-25=-1678/16359, 11-25=-1678/16359, 11-26=-35/358, 10-26=-35/358

WEBS 1-17=-2392/15509, 3-17=-13634/2081, 3-16=-1255/7439, 3-15=-1918/2009, 5-15=-1714/2081, 5-14=-153/2257, 5-13=-5789/961, 7-13=-710/5076, 7-12=-97/1843, 7-11=-9044/998, 9-11=-900/9428

NOTES- (13)1) Special connection required to distribute web loads equally between all plies.2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows:

Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc.Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 4 rows staggered at 0-4-0 oc.



5) Provide adequate drainage to prevent water ponding.6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 3 = 4%8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will

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

18=1607, 10=693.Continued on page 2





Job

850106

Truss

TG05

Truss Type

FLAT GIRDER

Qty

1

Ply


T9538355

7.640 s Apr 19 2016 MiTek Industries, Inc. Fri Sep 23 11:30:45 2016 Page 2 Builders FirstSource, Jacksonville, Fl 32244ID:zoej3JKv11weiqJSJY?rqNyoIcg-dSyElmwNC1YHMxMwbdbVc2uv_hJHgvR_bedFSpyan1O

NOTES- (13)11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1056 lb down at 2-7-12, 8435 lb down and 1505 lb up at 4-4-7, 1056 lb

down at 6-1-12, 1056 lb down at 8-1-12, 1056 lb down at 10-1-12, 1056 lb down at 12-1-12, 1056 lb down at 14-1-12, 1056 lb down at 16-1-12, and 1511 lb down and 149 lbup at 17-3-12, and 1800 lb down and 319 lb up at 0-7-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.




Concentrated Loads (lb)Vert: 10=-1063(B) 16=-8435(F) 19=-1800(F) 20=-281(F) 21=-281(F) 22=-281(F) 23=-281(F) 24=-281(F) 25=-281(F) 26=-281(F)





edge of truss. from outside

" 16/ 1

-0

PR

OD

UC

T C

OD

E A

PP

RO

VA

LS

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

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.

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-

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"4 / 3

PL

AT

E L

OC

AT

ION

AN

D O

RIE

NT

AT

ION

Sym

bo

lsN

um

berin

g S

ystem

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

Gen

eral Safety N

otes

*P

late locatio

n d

etails available in

MiT

ek 20/20so

ftware o

r up

on

requ

est.

Ind

ustry S

tand

ards:

6-4-8dim

ensions shown in ft-in-sixteenths

(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

WE

BS

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

Indicates location where bearings

(supports) occur. Icons vary butreaction section indicates jointnum

ber where bearings occur.

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.

6-4-8dim

ensions shown in ft-in-sixteenths

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.

Lumber design values are in accordance with ANSI/TPI 1 ...

Documents

Transcript of Lumber design values are in accordance with ANSI/TPI 1 ...