776860 MiTek USA, Inc. Tortola lot 202

6904 Parke East Blvd.Tampa, FL 33610-4115

MiTek USA, Inc. RE:

Design Code: FBC2017/TPI2014Wind Code: ASCE 7-10 Wind Speed: 150 mphRoof Load: 47.0 psf

Design Program: MiTek 20/20 8.4

1 of 2

This package includes 91 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

September 25, 2020Velez, Joaquin

This item has been electronically signed and sealed by Velez, Joaquin using a Digital Signature.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copiesThe truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervisionbased on the parameters provided by American Builders Supply, Inc..Truss Design Engineer's Name: Velez, JoaquinMy license renewal date for the state of Florida is February 28, 2021.

776860Tortola lot 202

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. Any project specific information included is for MiTek customers file 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.

Site Information:

Lot/Block: 202Customer: Taylor Morrison of Orlando Project Name: 776860

Subdivision: Lakeview PreserveAddress: 3367 Current AveState: FLCity: Winter Garden

Model: Tortola TR-A TRAYPKG EXP D

Florida COA: 6634

No. Seal# Truss Name Date1 T21407456 A01 9/25/20202 T21407457 A05 9/25/20203 T21407458 A06 9/25/20204 T21407459 A07 9/25/20205 T21407460 A08 9/25/20206 T21407461 A09 9/25/20207 T21407462 A09A 9/25/20208 T21407463 A10 9/25/20209 T21407464 A11 9/25/202010 T21407465 A12 9/25/202011 T21407466 A13 9/25/202012 T21407467 A14 9/25/202013 T21407468 A15 9/25/202014 T21407469 A16 9/25/202015 T21407470 A17 9/25/202016 T21407471 B01 9/25/202017 T21407472 B02 9/25/202018 T21407473 C01 9/25/202019 T21407474 CJ1 9/25/202020 T21407475 CJ1A 9/25/2020

No. Seal# Truss Name Date21 T21407476 CJ3 9/25/202022 T21407477 CJ3A 9/25/202023 T21407478 CJ3B 9/25/202024 T21407479 CJ3C 9/25/202025 T21407480 CJ3D 9/25/202026 T21407481 CJ3G 9/25/202027 T21407482 CJ5A 9/25/202028 T21407483 CJ5D 9/25/202029 T21407484 CJ5G 9/25/202030 T21407485 D01 9/25/202031 T21407486 E01 9/25/202032 T21407487 E02 9/25/202033 T21407488 E03 9/25/202034 T21407489 E04 9/25/202035 T21407490 E05 9/25/202036 T21407491 E06 9/25/202037 T21407492 E07 9/25/202038 T21407493 E08 9/25/202039 T21407494 E09 9/25/202040 T21407495 E10 9/25/2020

paul

LogistX Logo

6904 Parke East Blvd.Tampa, FL 33610-4115

MiTek USA, Inc. RE: 776860 - Tortola lot 202

2 of 2

Site Information:

Lot/Block: 202Project Customer: Taylor Morrison of Orlando Project Name: 776860

Subdivision: Lakeview PreserveAddress: 3367 Current Ave

State: FLCity, County: Winter Garden

No. Seal# Truss Name Date41 T21407496 E11 9/25/202042 T21407497 E12 9/25/202043 T21407498 EJ1 9/25/202044 T21407499 EJ2 9/25/202045 T21407500 EJ2H 9/25/202046 T21407501 EJ3 9/25/202047 T21407502 EJ5 9/25/202048 T21407503 EJ5A 9/25/202049 T21407504 EJ5A1 9/25/202050 T21407505 EJ7A 9/25/202051 T21407506 EJ7A1 9/25/202052 T21407507 EJ7A2 9/25/202053 T21407508 EJ7D 9/25/202054 T21407509 EJ7G 9/25/202055 T21407510 FG01 9/25/202056 T21407511 FG02 9/25/202057 T21407512 FG04 9/25/202058 T21407513 FT01 9/25/202059 T21407514 FT02 9/25/202060 T21407515 FT03 9/25/202061 T21407516 FT04 9/25/202062 T21407517 FT05 9/25/202063 T21407518 FT06 9/25/202064 T21407519 FT07 9/25/202065 T21407520 G01 9/25/202066 T21407521 G02 9/25/202067 T21407522 G03 9/25/202068 T21407523 G04 9/25/202069 T21407524 G05 9/25/202070 T21407525 H01 9/25/202071 T21407526 H02 9/25/202072 T21407527 H03 9/25/202073 T21407528 H04 9/25/202074 T21407529 H05 9/25/202075 T21407530 H06 9/25/202076 T21407531 HJ1 9/25/202077 T21407532 HJ2 9/25/202078 T21407533 HJ3 9/25/202079 T21407534 HJ5 9/25/202080 T21407535 HJ5A 9/25/202081 T21407536 HJ7A 9/25/202082 T21407537 HJ7A1 9/25/202083 T21407538 HJ7D 9/25/202084 T21407539 HJ7G 9/25/2020

No. Seal# Truss Name Date85 T21407540 K01 9/25/202086 T21407541 PB01 9/25/202087 T21407542 PB02 9/25/202088 T21407543 PB03 9/25/202089 T21407544 PB04 9/25/202090 T21407545 PB05 9/25/202091 T21407546 PB06 9/25/2020

paul

LogistX Logo

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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information

WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.

6904 Parke East Blvd.Tampa, FL 36610

Job

776860

Truss

A01

Truss Type

HALF HIP GIRDER

Qty

1

Ply

1

Tortola lot 202

Job Reference (optional)

T21407456

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:28 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-QN9ovBjnQsrezSqZHBPalcZ3QuPFa18bottEA1ya7rP

Scale = 1:53.9

12

3

4 5 6 7 8 9 10

18 17 1615

14 13 12

11

22 23 24 25 26 27 28 29 30 31 32 33

34 35 36 37 38 39 40 41 42 43

5x8 MT20HS

4x6 5x10 MT20HS WB

3x4

2x4 3x10

3x10

2x4

3x4

3x4 5x6

5x10

5x6

4x8

7x8

3x8

3-9-43-9-4

7-0-03-2-12

11-9-54-9-5

16-6-104-9-5

21-3-144-9-5

26-1-34-9-5

31-0-04-10-13

31-2-00-2-0

31-8-0

0-6-0

-1-0-01-0-0

3-9-43-9-4

7-0-03-2-12

11-9-54-9-5

16-6-104-9-5

21-3-144-9-5

26-1-34-9-5

31-2-05-0-13

31-8-00-6-0

0-4-

3

3-10

-3

0-3-

8

3-10

-3

6.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.017.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.760.730.89

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

in0.58

-0.660.16

(loc)14-1614-16

11

l/defl>635>565

n/a

L/d240180n/a

PLATESMT20MT20HS

Weight: 176 lb FT = 20%

GRIP244/190187/143

LUMBER-TOP CHORD 2x4 SP M 30 *Except*

1-4: 2x4 SP No.2BOT CHORD 2x4 SP M 31WEBS 2x4 SP No.3 *Except*

5-14,6-13,8-13,9-12: 2x4 SP M 30OTHERS 2x4 SP No.3

BRACING-TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc purlins.BOT CHORD Rigid ceiling directly applied or 3-7-8 oc bracing.WEBS 1 Row at midpt 5-17, 9-12

REACTIONS. (size) 2=0-8-0, 11=0-8-0Max Horz 2=245(LC 8)Max Uplift 2=-1846(LC 5), 11=-2194(LC 5)Max Grav 2=2833(LC 36), 11=3369(LC 36)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-5590/3712, 3-4=-5359/3601, 4-5=-4854/3301, 5-6=-7058/4594, 6-7=-6059/3951,

7-8=-6059/3951, 8-9=-3764/2462BOT CHORD 2-18=-3412/4998, 17-18=-3412/4998, 16-17=-4362/6626, 14-16=-4362/6626,

13-14=-4594/7058, 12-13=-2462/3764WEBS 3-17=-452/427, 4-17=-1160/1815, 5-17=-2357/1338, 5-16=-72/406, 5-14=-290/684,

6-13=-1245/802, 7-13=-705/566, 8-13=-1856/2861, 8-12=-2512/1755, 9-12=-3074/4700, 9-11=-3221/2174

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=6.0psf; h=12ft; B=80ft; L=52ft; eave=6ft; Cat.

II; Exp D; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide

will fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)

2=1846, 11=2194.8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 401 lb down and 384 lb up at

7-0-0, 245 lb down and 230 lb up at 9-0-12, 245 lb down and 230 lb up at 11-0-12, 242 lb down and 228 lb up at 13-0-12, 245 lbdown and 230 lb up at 15-0-12, 245 lb down and 230 lb up at 16-7-4, 245 lb down and 230 lb up at 18-7-4, 245 lb down and 230 lbup at 20-7-4, 245 lb down and 230 lb up at 22-7-4, 245 lb down and 230 lb up at 24-7-4, 245 lb down and 230 lb up at 26-7-4, and245 lb down and 230 lb up at 28-7-4, and 239 lb down and 223 lb up at 30-10-4 on top chord, and 315 lb down and 232 lb up at 7-0-0, 118 lb down at 9-0-12, 118 lb down at 11-0-12, 118 lb down and 22 lb up at 13-0-12, 118 lb down at 15-0-12, 118 lb downat 16-7-4, 118 lb down at 18-7-4, 118 lb down at 20-7-4, 118 lb down at 22-7-4, 118 lb down at 24-7-4, 118 lb down at 26-7-4,and 118 lb down at 28-7-4, and 102 lb down at 30-10-4 on bottom chord. The design/selection of such connection device(s) is theresponsibility of others.Continued on page 2

This item has beenelectronically signed andsealed by Velez, Joaquin, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.

September 25,2020

paul

LogistX Logo





Job

776860

Truss

A01

Truss Type

HALF HIP GIRDER

Qty

1

Ply

1

Tortola lot 202


T21407456

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:28 2020 Page 2 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-QN9ovBjnQsrezSqZHBPalcZ3QuPFa18bottEA1ya7rP

NOTES-9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).

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

Uniform Loads (plf)Vert: 1-4=-74, 4-10=-74, 11-19=-20

Concentrated Loads (lb)Vert: 4=-172(B) 17=140(B) 14=-73(B) 6=-154(B) 9=-170(B) 11=-73(B) 22=-154(B) 23=-154(B) 24=-151(B) 25=-154(B) 26=-154(B) 28=-154(B) 29=-154(B)31=-154(B) 32=-154(B) 33=-154(B) 34=-73(B) 35=-73(B) 36=-74(B) 37=-73(B) 38=-73(B) 39=-73(B) 40=-73(B) 41=-73(B) 42=-73(B) 43=-73(B)

paul

LogistX Logo





Job

776860

Truss

A05

Truss Type

HALF HIP

Qty

1

Ply

1

Tortola lot 202


T21407457

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:29 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-uZjA7XkPBA_VabPlquwpIp6CzIiCJWjl0XdniTya7rO

Scale = 1:53.9

12

3

4 5 6 7

12 1110 9

8

16

17

18

4x8 5x6 3x4

6x6 4x4

4x4 3x4

2x4

6x6

4x4

3x4

9-0-09-0-0

13-0-04-0-0

21-10-48-10-4

31-0-09-1-12

31-8-00-8-0

-1-0-01-0-0

4-9-44-9-4

9-0-04-2-12

16-2-137-2-13

23-5-117-2-13

31-0-07-6-5

31-8-00-8-0

0-4-

3

4-10

-3

0-3-

8

4-10

-3

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.840.940.74


in0.45

-0.31-0.02

(loc)8-9

12-158

l/defl>479>503

n/a

L/d240180n/a

PLATESMT20


GRIP244/190

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

BRACING-TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins,

except end verticals.BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.WEBS 1 Row at midpt 5-9, 6-8

REACTIONS. (size) 8=0-8-0, 2=0-8-0, 11=0-8-0Max Horz 2=330(LC 12)Max Uplift 8=-675(LC 9), 2=-161(LC 12), 11=-1364(LC 12)Max Grav 8=719(LC 22), 2=561(LC 17), 11=1790(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-600/107, 3-4=-300/64, 4-5=-749/595, 5-6=-626/1025BOT CHORD 2-12=-439/577, 8-9=-1024/688WEBS 3-12=-490/673, 4-12=-144/411, 4-11=-961/901, 5-11=-1182/1575, 5-9=-1110/630,

6-9=-338/63, 6-8=-762/1124


II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-0 to 4-0-0, Exterior(2) 4-0-0 to 30-10-4 zone; porch rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60

3) Provide adequate drainage to prevent water ponding.4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide


8=675, 2=161, 11=1364.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

A06

Truss Type

Half Hip

Qty

1

Ply

1

Tortola lot 202


T21407458

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:30 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-MlHYKtl1yU6MCl_yObR2q1eMDh692xtuFBMLEvya7rN

Scale = 1:53.9

12

3

4 5 6 7

13 1211

10 9 8

17

4x8 5x6 3x8

3x6 4x4

3x4

3x4

2x4 3x4

2x4

3x8 3x8

5-9-45-9-4

11-0-05-2-12

17-6-136-6-13

24-1-116-6-13

31-0-06-10-5

31-8-00-8-0

-1-0-01-0-0

5-9-45-9-4

11-0-05-2-12

17-6-136-6-13

24-1-116-6-13

31-0-06-10-5

31-8-00-8-0

0-4-

3

5-10

-3

0-3-

8

5-10

-3

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.870.700.87


in0.17

-0.260.08

(loc)10-1210-12

8

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190






7-8=-1387/1094BOT CHORD 2-13=-2196/2443, 12-13=-2196/2443, 10-12=-1538/1877, 9-10=-1090/1459WEBS 3-12=-690/758, 4-12=-280/463, 4-10=-170/328, 5-10=-503/511, 6-10=-630/757,

6-9=-1024/960, 7-9=-1359/1827


II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-0 to 4-0-0, Exterior(2) 4-0-0 to 30-10-4 zone;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60



8=679, 2=707.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

A07

Truss Type

HALF HIP

Qty

1

Ply

1

Tortola lot 202


T21407459

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:31 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-qyrxYDmfjnEDqvZ8yJyHNEBbo5OqnNT1Ur6umMya7rM

Scale = 1:54.8

12

3

4 5 6 7 8

17 16

15

14 13

12

11 10 9

21

4x8 5x6 4x6

6x10 4x4 2x4

3x4

2x4

3x6

3x4

7x6

7x8

3x4

3x4

5x8

6-9-46-9-4

13-0-06-2-12

21-1-08-1-0

29-2-08-1-0

31-0-01-10-0

31-8-00-8-0

-1-0-01-0-0

6-9-46-9-4

13-0-06-2-12

18-4-115-4-11

23-9-55-4-11

29-2-05-4-11

31-0-01-10-0

31-8-00-8-0

0-4-

3

6-10

-3

0-3-

8 1-4-

0

6-10

-3

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.630.930.91


in0.21

-0.410.16

(loc)13-1513-15

9

l/defl>999>926

n/a

L/d240180n/a

PLATESMT20


GRIP244/190

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

1-4: 2x4 SP M 30BOT CHORD 2x4 SP No.2 *Except*

4-16,7-11: 2x4 SP No.3, 9-11: 2x4 SP M 30WEBS 2x4 SP No.3 *Except*

8-10: 2x6 SP No.2, 9-10: 2x4 SP No.2


except end verticals.BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.WEBS 1 Row at midpt 8-10, 15-17, 6-12



7-8=-581/433, 8-10=-1891/1399BOT CHORD 2-17=-2226/2485, 4-15=-456/710, 13-15=-1756/2191, 12-13=-1306/1676, 11-12=-390/541,

7-12=-255/293WEBS 3-17=-372/503, 15-17=-2224/2489, 3-15=-309/408, 5-13=-463/552, 6-13=-429/678,

6-12=-1470/1177, 8-12=-1430/1913

NOTES-1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=78ft; L=50ft; eave=3ft; Cat.




2=709, 9=665.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

A08

Truss Type

Half Hip

Qty

1

Ply

1

Tortola lot 202


T21407460

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:32 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-I8OJlZnIU5M4R38KW0UWwSkgtVmVWqUBjVrSJoya7rL

Scale = 1:55.0

12

3

4

5 6 7 8

18 17

1615

1413

12

11

10

22

23

24 25

9

5x8

4x8 4x4

7x6

4x4 2x4

4x4

3x4

4x4

2x4 7x6

5x8 3x4

2x4

4x8

4x8

6-9-46-9-4

13-0-06-2-12

15-0-02-0-0

22-1-07-1-0

29-2-07-1-0

31-0-01-10-0

31-7-140-7-14

-1-0-01-0-0

6-9-46-9-4

13-0-06-2-12

15-0-02-0-0

22-1-07-1-0

29-2-07-1-0

31-0-01-10-0

31-8-00-8-0

0-4-

3

7-10

-3

0-3-

8 1-4-

0

7-10

-3

6.00 12

Plate Offsets (X,Y)-- [3:0-4-0,0-3-4], [5:0-5-4,0-2-0], [12:0-5-8,0-2-8], [16:0-5-8,0-3-4]


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.990.780.86


in0.20

-0.260.14

(loc)18-21

1610

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190



4-17,7-11: 2x4 SP No.3WEBS 2x4 SP No.3

BRACING-TOP CHORD Structural wood sheathing directly applied, except end verticals.BOT CHORD Rigid ceiling directly applied or 2-11-5 oc bracing. Except:

1 Row at midpt 7-12WEBS 1 Row at midpt 8-10, 16-18, 5-13, 7-13

REACTIONS. (size) 10=0-7-13, 2=0-8-0, 9=0-7-13Max Horz 2=518(LC 12)Max Uplift 10=-928(LC 12), 2=-677(LC 12), 9=-496(LC 17)Max Grav 10=2021(LC 17), 2=1593(LC 17), 9=224(LC 12)


7-8=-343/257, 8-10=-1344/974BOT CHORD 2-18=-2219/2534, 4-16=-557/641, 15-16=-1873/2276, 13-15=-1542/1944, 12-13=-272/364,

7-12=-1413/1240WEBS 3-18=-377/507, 16-18=-2232/2482, 3-16=-277/373, 4-15=-874/851, 5-15=-728/1020,

5-13=-506/450, 6-13=-584/603, 7-13=-1230/1583, 8-12=-1070/1426




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

10=928, 2=677, 9=496.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

A09

Truss Type

Half Hip

Qty

1

Ply

1

Tortola lot 202


T21407461

8.420 s Sep 14 2020 MiTek Industries, Inc. Fri Sep 25 11:02:59 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-zNVj5I0cuNJtpo8YTzroeVlRWr5yfTgQobGN_dya7FQ

Scale = 1:60.8

12

3

4

5 6 7 8

18 17

1615

1413

12

11 10 9

22

23

24 25

5x8

4x6 4x6

7x14 MT20HS4x4

2x4

3x4

3x4

2x4

3x6

7x6

5x8 3x8 2x4

3x8

5x8

6-9-46-9-4

13-0-06-2-12

17-0-04-0-0

23-1-06-1-0

29-2-06-1-0

31-0-01-10-0

31-8-00-8-0

-1-0-01-0-0

6-9-46-9-4

13-0-06-2-12

17-0-04-0-0

23-1-06-1-0

29-2-06-1-0

31-0-01-10-0

31-8-00-8-0

0-4-

3

8-10

-3

0-3-

8 1-4-

0

8-10

-3

6.00 12

Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [12:0-2-0,0-2-12], [16:0-5-8,Edge]


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.980.800.91


in0.21

-0.290.16

(loc)15-1615-16

9

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20MT20HS


GRIP244/190187/143



4-17,7-11: 2x4 SP No.3, 9-11: 2x4 SP M 30WEBS 2x4 SP No.3 *Except*

8-10: 2x6 SP No.2, 9-10: 2x4 SP No.2

BRACING-TOP CHORD Structural wood sheathing directly applied, except end verticals.BOT CHORD Rigid ceiling directly applied or 2-9-13 oc bracing.WEBS 1 Row at midpt 8-10, 16-18, 6-12, 8-12

REACTIONS. (lb/size) 2=1555/0-8-0, 9=1426/0-4-0Max Horz 2=580(LC 12)Max Uplift 2=-679(LC 12), 9=-695(LC 12)Max Grav 2=1641(LC 17), 9=1514(LC 17)


6-23=-464/346, 7-23=-464/346, 7-8=-446/333, 8-10=-2014/1485BOT CHORD 2-18=-2330/2643, 4-16=-560/729, 15-16=-2034/2441, 14-15=-1071/1434,

14-24=-1071/1434, 13-24=-1071/1434, 13-25=-1071/1434, 12-25=-1071/1434, 11-12=-435/609, 7-12=-292/317

WEBS 3-18=-406/531, 16-18=-2345/2617, 3-16=-229/329, 4-15=-1078/1000, 5-15=-306/553, 6-15=-516/514, 6-13=0/329, 6-12=-1486/1110, 8-12=-1502/2005



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

will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 679 lb uplift at joint 2 and 695 lb uplift at

joint 9.

LOAD CASE(S) Standard


September 25,2020

paul

LogistX Logo





Job

776860

Truss

A09A

Truss Type

Half Hip

Qty

1

Ply

1

Tortola lot 202


T21407462

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:34 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-FXW3AEoY0icnhNHjdRW_?tp4kJP1_jzUApKYNgya7rJ

Scale: 3/16"=1'

12

3

4

5 6 7 8 9

19 18

1716

1514

13

12 11 10

23

24

25

26 27

5x6

4x4 2x4

4x4

3x4

4x4

3x6 7x6

5x8 3x4

4x8 2x4

4x8

5x8

4x8

3x8

6-9-46-9-4

13-0-06-2-12

19-0-06-0-0

24-1-05-1-0

29-2-05-1-0

31-0-01-10-0

31-2-0

0-2-0

31-8-00-6-0

-1-0-01-0-0

6-9-46-9-4

13-0-06-2-12

19-0-06-0-0

24-1-05-1-0

29-2-05-1-0

31-0-01-10-0

31-2-0

0-2-0

31-8-00-6-0

0-4-

3

9-10

-3

0-3-

8

1-4-

0

9-10

-3

6.00 12

Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-5-4,0-2-0], [11:0-1-8,0-3-0], [13:0-5-8,0-2-8], [17:0-5-8,Edge]


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.710.900.93


in0.23

-0.350.16

(loc)16-1716-17

10

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190

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

4-18,7-12: 2x4 SP No.3, 10-12: 2x4 SP M 30WEBS 2x4 SP No.3

BRACING-TOP CHORD Structural wood sheathing directly applied or 2-6-9 oc purlins.BOT CHORD Rigid ceiling directly applied or 4-2-8 oc bracing. Except:

1 Row at midpt 7-13WEBS 1 Row at midpt 17-19, 4-16, 5-14, 6-14, 7-14, 8-13, 8-11



7-8=-391/256BOT CHORD 2-19=-1738/2658, 4-17=-329/753, 16-17=-1736/2498, 14-16=-1022/1518, 13-14=-267/406,

12-13=-338/546, 7-13=-1362/1036WEBS 3-19=-406/432, 17-19=-1723/2640, 4-16=-1286/933, 5-16=-514/987, 5-14=-733/533,

6-14=-426/413, 7-14=-885/1353, 8-13=-1283/1957, 8-11=-1977/1298


II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 4-0-0, Interior(1) 4-0-0 to 19-0-0, Exterior(2) 19-0-0 to26-0-14, Interior(1) 26-0-14 to 31-2-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60


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

2=662, 10=744.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

A10

Truss Type

Piggyback Base

Qty

4

Ply

1

Tortola lot 202


T21407463

8.420 s Sep 14 2020 MiTek Industries, Inc. Fri Sep 25 11:03:53 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-Olm8QlgUAy7DI5GwdJpTqu_fgcV4JwcMD_LDtUya7Ea

Scale = 1:66.2

12

3

4

5 6 7 8

17 16

1514

13

12

11 10 9

21

22 23

6x6

4x6 3x8

4x4 2x4

4x4

3x4

2x4

3x6 5x6

4x10 3x8

3x4

4x12

6x12

6-9-46-9-4

13-0-06-2-12

19-3-116-3-11

29-2-09-10-5

31-0-01-10-0

31-8-00-8-0

-1-0-01-0-0

6-9-46-9-4

13-0-06-2-12

19-3-116-3-11

24-2-134-11-3

29-2-04-11-3

31-0-01-10-0

31-8-00-8-0

0-4-

3

10-0

-0

0-3-

8

1-4-

0

10-0

-0

6.00 12

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


20.07.00.0 *

10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

1.000.890.87


in-0.35-0.620.13

(loc)12-1412-14

9

l/defl>999>605

n/a

L/d240180n/a

PLATESMT20


GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP M 30 *Except*

2-16: 2x4 SP No.2, 4-16,7-11: 2x4 SP No.3WEBS 2x4 SP No.3

BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied or 2-9-11 oc bracing. Except:

1 Row at midpt 7-12WEBS 1 Row at midpt 15-17, 4-14, 6-14, 6-12, 8-10, 8-12



6-7=-338/271, 7-8=-322/261BOT CHORD 2-17=-2203/2194, 4-15=-505/598, 14-15=-1976/2049, 13-14=-795/867, 13-22=-795/867,

22-23=-795/867, 12-23=-795/867, 11-12=-498/596, 7-12=-182/261WEBS 3-17=-303/494, 15-17=-2201/2143, 3-15=-180/278, 4-14=-1045/1138, 5-14=-88/324,

6-14=-572/731, 6-12=-1020/1012, 8-10=-1795/1442, 8-12=-1457/1793





joint 9.



September 25,2020

paul

LogistX Logo





Job

776860

Truss

A11

Truss Type

Piggyback Base

Qty

2

Ply

1

Tortola lot 202


T21407464

8.420 s Sep 14 2020 MiTek Industries, Inc. Fri Sep 25 11:04:26 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-w6FcM14BP5HXl9IG3kvCgrsIjvlJYpKDpdqTY4ya7E3

Scale = 1:60.9

12

3

4

5 6 7

13 1211 10 9 8

17

18 19 20

4x6 2x4

4x4 4x6 3x4

6x6

3x4

3x8 2x4 6x12

4x8

9-11-19-11-1

19-3-119-4-9

25-5-136-2-3

31-0-05-6-3

31-8-00-8-0

-1-0-01-0-0

6-9-96-9-9

13-0-106-3-1

19-3-116-3-1

25-5-136-2-3

31-0-05-6-3

31-8-00-8-0

0-4-

3

10-0

-0

0-3-

8

10-0

-0

6.00 12

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


20.07.00.0 *

10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.970.930.96


in0.28

-0.470.05

(loc)9-10

11-138

l/defl>999>800

n/a

L/d240180n/a

PLATESMT20


GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP M 30 *Except*

8-12: 2x4 SP M 31WEBS 2x4 SP No.3

BRACING-TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins.BOT CHORD Rigid ceiling directly applied or 4-6-2 oc bracing.WEBS 1 Row at midpt 4-11, 6-11, 6-9, 7-9


FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-17=-2447/1680, 3-17=-2387/1693, 3-4=-2215/1525, 4-5=-1287/914, 5-6=-1119/928BOT CHORD 2-13=-2211/2308, 13-18=-1553/1720, 12-18=-1553/1720, 11-12=-1553/1720,

11-19=-613/761, 10-19=-613/761, 10-20=-613/761, 9-20=-613/761WEBS 3-13=-428/672, 4-13=-460/685, 4-11=-866/896, 5-11=0/255, 6-11=-597/678,

6-10=-129/500, 6-9=-1573/1266





joint 8.



September 25,2020

paul

LogistX Logo





Job

776860

Truss

A12

Truss Type

Roof Special

Qty

4

Ply

1

Tortola lot 202


T21407465

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:37 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-f6CCoGqQJd_MYq0IIa3hdVRe5WX0BCfwsnZD_?ya7rG

Scale = 1:34.3

1

2

3

4

7 6

11

5

2x4

4x4

3x4

2x4 6x6

6-11-86-11-8

11-2-04-2-8

11-7-80-5-8

-1-0-01-0-0

6-11-86-11-8

11-2-04-2-8

11-7-80-5-8

0-4-

3

5-11

-3

0-3-

8

6.00 12


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.580.560.42


in0.11

-0.150.01

(loc)7-107-10

5

l/defl>999>921

n/a

L/d240180n/a

PLATESMT20


GRIP244/190



except end verticals.BOT CHORD Rigid ceiling directly applied or 6-10-0 oc bracing.


FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-693/225BOT CHORD 2-7=-563/605, 6-7=-563/605WEBS 3-7=-44/327, 3-6=-780/722


II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 4-0-0, Interior(1) 4-0-0 to 11-0-4 zone;C-C formembers and forces & MWFRS for reactions 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


2=249, 5=297.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

A13

Truss Type

Half Hip

Qty

1

Ply

1

Tortola lot 202


T21407466

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:37 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-f6CCoGqQJd_MYq0IIa3hdVRbKWVLBCWwsnZD_?ya7rG

Scale = 1:40.2

12

3

4

5 6

109

87

14

15

2x4

3x4

4x4

2x4

3x4

3x4

2x4

5x6

6x6

7-10-67-10-6

11-8-03-9-10

14-6-02-10-0

-1-0-01-0-0

7-10-67-10-6

11-8-03-9-10

13-0-01-4-0

14-6-01-6-0

0-4-

3

6-10

-3

4-10

-3

2-0-

0

6-10

-3

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.750.670.43


in0.17

-0.250.01

(loc)10-1310-13

9

l/defl>820>561

n/a

L/d240180n/a

PLATESMT20


GRIP244/190


4-9: 2x4 SP No.3WEBS 2x4 SP No.3




FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-559/7BOT CHORD 2-10=-355/467, 9-10=-355/467, 8-9=-354/389WEBS 3-10=-15/328, 3-9=-797/605


II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 4-0-0, Interior(1) 4-0-0 to 13-0-0, Exterior(2) 13-0-0 to14-4-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60



2=203, 9=488.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

A14

Truss Type

Half Hip

Qty

1

Ply

1

Tortola lot 202


T21407467

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:38 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-7Ima0cr24x6D9_bUsHaw9j_qmwwNwdK35RImWSya7rF

Scale = 1:36.1

1

2

3

4 5

9 8

76

13

2x4

3x4

3x4

3x6

3x4

2x4 6x6

5x10 MT20HS

5-9-45-9-4

11-0-05-2-12

11-8-00-8-0

14-6-02-10-0

-1-0-01-0-0

5-9-45-9-4

11-0-05-2-12

11-8-00-8-0

14-6-02-10-0

0-4-

3

5-10

-3

3-10

-3

2-0-

0

5-10

-3

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.450.360.52


in0.05

-0.070.01

(loc)9-129-12

8

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20MT20HS


GRIP244/190187/143




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

6-0-0 oc bracing: 7-8


FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-661/165BOT CHORD 2-9=-518/609, 8-9=-518/609, 7-8=-508/522, 4-7=-472/544WEBS 3-9=0/265, 3-8=-744/622





2=224, 8=467.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

A15

Truss Type

Half Hip

Qty

1

Ply

1

Tortola lot 202


T21407468

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:39 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-bUJyDyshrFE4n8AgQ_69iwW?1KCef70DK52J2uya7rE

Scale = 1:30.3

1

2

3

4 5

87

6

12

13

14

2x4 4x4

3x4

2x4

4x8

3x4

4x4

9-0-09-0-0

11-6-02-6-0

11-8-00-2-0

14-6-02-10-0

-1-0-01-0-0

4-6-104-6-10

9-0-04-5-6

14-6-05-6-0

0-4-

3

4-10

-3

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.480.610.37


in-0.13-0.270.01

(loc)8-118-11

7

l/defl>999>503

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=-728/435, 3-4=-312/95BOT CHORD 2-8=-707/698WEBS 3-8=-518/576, 4-8=-150/453, 4-7=-728/610, 5-7=-272/235





2=263, 7=429.This item has beenelectronically signed andsealed by Velez, Joaquin, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.

September 25,2020

paul

LogistX Logo





Job

776860

Truss

A16

Truss Type

Half Hip

Qty

1

Ply

1

Tortola lot 202


T21407469

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:40 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-3htKQItJcYMxPIlt_idOE834SjWgOY2MYkntbKya7rD

Scale = 1:27.4

1

2

3 4

7

6

5

11

12

5x8 MT20HS

2x4

4x4

2x4

3x4

5x6

7-0-07-0-0

11-6-04-6-0

11-8-00-2-0

14-6-02-10-0

-1-0-01-0-0

7-0-07-0-0

14-6-07-6-0

0-4-

3

3-10

-3

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.890.690.51


in0.15

-0.180.01

(loc)7-107-10

6

l/defl>920>769

n/a

L/d240180n/a

PLATESMT20MT20HS


GRIP244/190187/143





FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-594/292BOT CHORD 2-7=-410/471, 6-7=-410/479WEBS 3-7=-19/289, 3-6=-828/754, 4-6=-390/383



3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 12%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


2=285, 6=407.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

A17

Truss Type

Half Hip Girder

Qty

1

Ply

1

Tortola lot 202


T21407470

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:41 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-YtRjeduxMsUo0SK3XP8dnLcHo7p771JWnOXQ7mya7rC

Scale = 1:21.8

1

2

3 4

6

5

10 11 12

13 14 15

4x8 5x8 MT20HS

4x4 2x4

6x6

5-0-05-0-0

12-0-07-0-0

-1-0-01-0-0

5-0-05-0-0

12-0-07-0-0

0-4-

3

2-10

-3

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.720.870.38


in-0.09-0.220.02

(loc)5-65-6

5

l/defl>999>655

n/a

L/d240180n/a

PLATESMT20MT20HS


GRIP244/190187/143


3-4: 2x4 SP M 30BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.3 *Except*

4-5: 2x4 SP No.2


except end verticals.BOT CHORD Rigid ceiling directly applied or 7-5-0 oc bracing.WEBS 1 Row at midpt 3-5


FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1535/590, 4-5=-419/343BOT CHORD 2-6=-601/1346, 5-6=-593/1367WEBS 3-6=0/500, 3-5=-1313/558


II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide



5-0-0, 188 lb down and 157 lb up at 7-0-12, and 188 lb down and 157 lb up at 9-0-12, and 185 lb down and 162 lb up at 11-0-12 ontop chord, and 147 lb down at 5-0-0, 56 lb down at 7-0-12, and 56 lb down at 9-0-12, and 62 lb down and 23 lb up at 11-0-12 onbottom chord. The design/selection of such connection device(s) is the responsibility of others.

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



Concentrated Loads (lb)Vert: 3=-199(F) 6=-128(F) 10=-81(F) 11=-81(F) 12=-93(F) 13=-49(F) 14=-49(F) 15=-55(F)


September 25,2020

paul

LogistX Logo





Job

776860

Truss

B01

Truss Type

GABLE

Qty

1

Ply

1

Tortola lot 202


T21407471

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:42 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-03?5rzuZ7AcfebuF57fsKZ8XxXEIsS7f02G_fDya7rB

Scale = 1:37.4

1

2

3

4

5

6

7

89

12 11 10

13 3514

42 43 44 45 46 47 48 49 50 51 52

4x4

4x4 5x6

3x4

4x8

3x4

3x8

4x4

3x8

5-7-45-7-4

10-8-05-0-12

15-8-125-0-12

21-4-05-7-4

-1-0-01-0-0

5-7-45-7-4

10-8-05-0-12

15-8-125-0-12

21-4-05-7-4

22-4-01-0-0

0-4-

3

5-8-

3

0-4-

3

6.00 12

Plate Offsets (X,Y)-- [11:0-3-0,0-3-0], [15:0-1-13,0-1-0], [18:0-1-13,0-1-0], [27:0-1-13,0-1-0], [30:0-1-13,0-1-0]


20.017.0

0.0 *10.0


2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.440.550.47


in0.07

-0.120.05

(loc)11

10-118

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190

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

BRACING-TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins.BOT CHORD Rigid ceiling directly applied or 7-4-15 oc bracing.

REACTIONS. (size) 2=0-8-0, 8=0-8-0Max Horz 2=-262(LC 30)Max Uplift 2=-529(LC 8), 8=-530(LC 8)Max Grav 2=1156(LC 36), 8=1152(LC 37)


7-8=-1916/824BOT CHORD 2-12=-625/1837, 11-12=-573/1630, 10-11=-573/1595, 8-10=-625/1674WEBS 5-13=-244/660, 6-13=-803/386, 4-13=-813/386, 13-14=-205/261


II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.603) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry

Gable 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 studs spaced at 2-0-0 oc.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide



1-0-12, and 192 lb down and 75 lb up at 20-3-4 on top chord, and 59 lb down and 13 lb up at 1-0-0, 25 lb down and 5 lb up at 3-0-12, 25 lb down and 5 lb up at 5-0-12, 25 lb down and 5 lb up at 7-0-12, 25 lb down and 5 lb up at 8-3-4, 25 lb down and 5 lb upat 10-3-4, 25 lb down and 5 lb up at 12-3-4, 25 lb down and 5 lb up at 14-3-4, 25 lb down and 5 lb up at 16-3-4, and 25 lb downand 5 lb up at 18-3-4, and 59 lb down and 13 lb up at 20-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.



Continued on page 2


September 25,2020

paul

LogistX Logo





Job

776860

Truss

B01

Truss Type

GABLE

Qty

1

Ply

1

Tortola lot 202


T21407471

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:42 2020 Page 2 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-03?5rzuZ7AcfebuF57fsKZ8XxXEIsS7f02G_fDya7rB



paul

LogistX Logo





Job

776860

Truss

B02

Truss Type

Common

Qty

4

Ply

1

Tortola lot 202


T21407472

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:43 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-UFZT3JvBuTkWGlTSfqA5smhZVxYpbvHoFi0XBfya7rA

Scale = 1:38.6

1

2

3

4

5

67

8

15

16 17

18

4x4 5x10

4x4

2x4 2x4

4x4

10-8-010-8-0

21-4-010-8-0

-1-0-01-0-0

6-7-126-7-12

10-8-04-0-4

14-8-44-0-4

21-4-06-7-12

22-4-01-0-0

0-4-

3

5-8-

3

0-4-

3

6.00 12

Plate Offsets (X,Y)-- [8:0-5-0,0-3-0]


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.960.660.48


in0.24

-0.440.03

(loc)8-118-14

6

l/defl>999>582

n/a

L/d240180n/a

PLATESMT20


GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP M 30WEBS 2x4 SP No.3



FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1636/1656, 3-4=-1261/1381, 4-5=-1261/1381, 5-6=-1636/1656BOT CHORD 2-8=-1252/1471, 6-8=-1269/1410WEBS 4-8=-862/856, 5-8=-545/811, 3-8=-544/811


II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-0 to 4-0-0, Exterior(2) 4-0-0 to 10-8-0, Corner(3) 10-8-0 to15-8-0, Exterior(2) 15-8-0 to 22-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60




September 25,2020

paul

LogistX Logo





Job

776860

Truss

C01

Truss Type

Hip Girder

Qty

1

Ply

1

Tortola lot 202


T21407473

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:44 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-yS7rGfwpfnsNtv2eDYhKP_EoFLq_KOyyTMl4k5ya7r9

Scale = 1:34.0

1

2

3

4 5

6

7

1211

10 9 8

19 20

21 22

4x8 4x6

4x4 4x4 4x4

3x4

2x4 3x4 7x8

3x4

2x4

3-9-43-9-4

7-0-03-2-12

12-0-05-0-0

15-2-123-2-12

19-0-03-9-4

-1-0-01-0-0

3-9-43-9-4

7-0-03-2-12

12-0-05-0-0

15-2-123-2-12

19-0-03-9-4

0-4-

3

3-10

-3

0-4-

3

3-10

-3

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.710.920.32


in0.15

-0.240.09

(loc)9-109-10

7

l/defl>999>941

n/a

L/d240180n/a

PLATESMT20


GRIP244/190


4-5: 2x4 SP M 30BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.3



FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-3474/1726, 3-4=-3217/1667, 4-5=-3075/1678, 5-6=-3423/1804, 6-7=-3685/1880BOT CHORD 2-12=-1466/3143, 10-12=-1466/3143, 9-10=-1331/2922, 8-9=-1607/3241, 7-8=-1607/3241WEBS 3-10=-445/332, 4-10=-151/713, 4-9=-228/356, 5-9=-247/842, 6-9=-466/371


II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide



7-0-0, 250 lb down and 230 lb up at 9-0-12, and 250 lb down and 230 lb up at 11-0-12, and 250 lb down and 240 lb up at 12-0-0 ontop chord, and 398 lb down and 159 lb up at 7-0-0, 93 lb down at 9-0-12, and 93 lb down at 11-0-12, and 657 lb down and 357 lbup at 11-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.



Uniform Loads (plf)Vert: 1-4=-74, 4-5=-74, 5-7=-74, 13-16=-20

Concentrated Loads (lb)Vert: 4=-154(F) 5=-154(F) 10=-398(F) 9=-655(F) 19=-154(F) 20=-154(F) 21=-73(F) 22=-73(F)


September 25,2020

paul

LogistX Logo





Job

776860

Truss

CJ1

Truss Type

Jack-Open

Qty

14

Ply

1

Tortola lot 202


T21407474

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:45 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-QehDU?xRQ5?EV3dqmFCZxBm4bkO33wC5i0VeGYya7r8

Scale = 1:7.0

1

2

3

4

3x4

1-0-01-0-0

-1-0-01-0-0

1-0-01-0-0

0-4-

3

0-10

-3

0-5-

8

0-10

-3

6.00 12


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.220.040.00


in-0.000.000.00

(loc)752

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190

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


REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=MechanicalMax Horz 2=79(LC 12)Max Uplift 3=-8(LC 9), 2=-153(LC 12), 4=-2(LC 1)Max Grav 3=15(LC 17), 2=158(LC 1), 4=23(LC 12)

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


II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60


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) 3, 4 except (jt=lb)

2=153.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

CJ1A

Truss Type

Jack-Open

Qty

10

Ply

1

Tortola lot 202


T21407475

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:46 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-uqFchLx4BO757DC1KzkoUPJFL8jIoNSFxgEBo_ya7r7

Scale = 1:7.0

1

2

3

4

3x4

1-0-01-0-0

-1-0-01-0-0

1-0-01-0-0

0-4-

3

0-10

-3

0-5-

8

0-10

-3

6.00 12


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.220.040.00


in-0.000.000.00

(loc)752

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190






II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch right exposed;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60



2=153.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

CJ3

Truss Type

Jack-Open

Qty

4

Ply

1

Tortola lot 202


T21407476

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:46 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-uqFchLx4BO757DC1KzkoUPJFL8hJoNSFxgEBo_ya7r7

Scale: 1"=1'

1

2

3

4

2x4

3-0-03-0-0

-1-0-01-0-0

3-0-03-0-0

0-4-

3

1-10

-3

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.220.160.00


in0.01

-0.01-0.00

(loc)4-74-7

3

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190



REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=MechanicalMax Horz 2=140(LC 12)Max Uplift 3=-71(LC 12), 2=-143(LC 12)Max Grav 3=100(LC 17), 2=227(LC 17), 4=55(LC 3)





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) 3 except (jt=lb)

2=143.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

CJ3A

Truss Type

Jack-Open

Qty

8

Ply

1

Tortola lot 202


T21407477

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:47 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-M1o_uhyiyiFxkNnDugF11csQ5Y1YXqiO9K_kLQya7r6

Scale: 1"=1'

1

2

3

4

2x4

3-0-03-0-0

-1-0-01-0-0

3-0-03-0-0

0-4-

3

1-10

-3

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.220.160.00


in0.01

-0.01-0.00

(loc)4-74-7

3

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190









2=143.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

CJ3B

Truss Type

Corner Jack

Qty

1

Ply

1

Tortola lot 202


T21407478

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:47 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-M1o_uhyiyiFxkNnDugF11csPWY?sXqiO9K_kLQya7r6

Scale: 1"=1'

1

2

3

2x4

3-0-03-0-0

3-0-03-0-0

0-4-

3

1-10

-3

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.260.270.00


in0.02

-0.01-0.00

(loc)3-63-6

2

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190



REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=MechanicalMax Horz 1=92(LC 12)Max Uplift 1=-38(LC 12), 2=-80(LC 12), 3=-6(LC 12)Max Grav 1=142(LC 17), 2=106(LC 17), 3=58(LC 3)





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) 1, 2, 3.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

CJ3C

Truss Type

Corner Jack

Qty

1

Ply

1

Tortola lot 202


T21407479

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:48 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-qDMM61zKj0NoMWMPSNmGZqOQhyDiGHyYO_jIttya7r5

Scale = 1:17.9

1

2

3

3x4

5-0-05-0-0

5-0-05-0-0

0-4-

3

2-10

-3

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.940.810.00


in0.120.10

-0.00

(loc)3-63-6

2

l/defl>501>597

n/a

L/d240180n/a

PLATESMT20


GRIP244/190


BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied or 8-1-8 oc bracing.







2=139.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

CJ3D

Truss Type

Jack-Open

Qty

1

Ply

1

Tortola lot 202


T21407480

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:48 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-qDMM61zKj0NoMWMPSNmGZqOaGyL5GHyYO_jIttya7r5

Scale: 1"=1'

1

2

3

2x4

3-0-03-0-0

3-0-03-0-0

0-4-

3

1-10

-3

6.00 12



20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.260.270.00


in0.02

-0.01-0.00

(loc)3-63-6

2

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190










September 25,2020

paul

LogistX Logo





Job

776860

Truss

CJ3G

Truss Type

Jack-Open

Qty

4

Ply

1

Tortola lot 202


T21407481

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:49 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-JPwkJN_yUJVf_gxb?5HV61xmLMj9?kChdeTrPJya7r4

Scale: 1"=1'

1

2

3

76

4

5

3x4

2x4

5x6

0-2-0

2-4-02-4-0

3-0-00-8-0

-1-0-01-0-0

2-4-02-4-0

3-0-00-8-0

0-4-

3

1-10

-3

1-2-

3

1-5-

8

0-8-

0

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MR

0.240.160.00


in0.020.02

-0.01

(loc)665

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190


3-7: 2x4 SP No.3








2=142.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

CJ5A

Truss Type

Jack-Open

Qty

6

Ply

1

Tortola lot 202


T21407482

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:50 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-ncU6Xi?aFddWbqWoZookeFUn4lxBkBSqsICPxlya7r3

Scale = 1:17.9

1

2

3

4

3x4

5-0-05-0-0

-1-0-01-0-0

5-0-05-0-0

0-4-

3

2-10

-3

2-5-

8 2-10

-3

6.00 12



20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.880.680.00


in0.100.08

-0.00

(loc)4-74-7

3

l/defl>598>733

n/a

L/d240180n/a

PLATESMT20


GRIP244/190








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) except (jt=lb)

3=134, 2=162.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

CJ5D

Truss Type

Jack-Open

Qty

1

Ply

1

Tortola lot 202


T21407483

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:50 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-ncU6Xi?aFddWbqWoZookeFUmAlvAkBSqsICPxlya7r3

Scale = 1:17.9

1

2

3

3x4

5-0-05-0-0

5-0-05-0-0

0-4-

3

2-10

-3

6.00 12



20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.940.810.00


in0.120.10

-0.00

(loc)3-63-6

2

l/defl>501>597

n/a

L/d240180n/a

PLATESMT20


GRIP244/190









2=139.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

CJ5G

Truss Type

Jack-Open

Qty

4

Ply

1

Tortola lot 202


T21407484

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:51 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-Fo2Uk2?C0xlND_5_7WJzBS0zA9GOTdh_4yyyUBya7r2

Scale = 1:17.0

1

2

3

76

4

5

3x4

3x4

7x8

0-2-0

2-4-02-4-0

5-0-02-8-0

-1-0-01-0-0

2-4-02-4-0

5-0-02-8-0

0-4-

3

2-10

-3

2-2-

3

0-8-

0

6.00 12

Plate Offsets (X,Y)-- [3:0-4-0,0-3-5]


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MR

0.790.750.00


in0.180.15

-0.09

(loc)665

l/defl>331>389

n/a

L/d240180n/a

PLATESMT20


GRIP244/190


3-7: 2x4 SP No.3








4=110, 2=159.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

D01

Truss Type

Half Hip Girder

Qty

1

Ply

1

Tortola lot 202


T21407485

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:52 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-j_ctyO0qnEtEr8fAhDqCjgZ5GZZ0Cy27JchV0eya7r1

Scale = 1:29.8

1

2 3 4

87

65

11 12 13 14

15 16 17 18

3x8

4x6 3x4

8x14 5x6

6x6

3x6

6-9-06-9-0

17-2-010-5-0

18-0-00-10-0

6-9-06-9-0

11-11-85-2-8

17-2-05-2-8

18-0-00-10-0

0-4-

3

3-8-

11

0-3-

8

0-5-

8

3-8-

11

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.960.850.57


in0.40

-0.510.03

(loc)6-86-8

5

l/defl>529>414

n/a

L/d240180n/a

PLATESMT20


GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x6 SP 2400F 2.0E *Except*

5-6: 2x4 SP No.3WEBS 2x4 SP No.3 *Except*

4-6: 2x4 SP M 30

BRACING-TOP CHORD Structural wood sheathing directly applied, except end verticals.BOT CHORD Rigid ceiling directly applied or 6-9-9 oc bracing.WEBS 1 Row at midpt 3-6


FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-3101/2005, 2-3=-2709/1886, 4-6=-427/349BOT CHORD 1-8=-1871/2679, 6-8=-1522/2077WEBS 2-8=-342/774, 3-8=-436/851, 3-6=-2273/1690


II; Exp D; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide



6-9-0, 243 lb down and 221 lb up at 8-9-12, 243 lb down and 221 lb up at 10-9-12, 243 lb down and 221 lb up at 12-9-12, and 243lb down and 221 lb up at 14-9-12, and 221 lb down and 211 lb up at 17-0-4 on top chord, and 585 lb down and 151 lb up at 6-9-0,118 lb down at 8-9-12, 118 lb down at 10-9-12, 118 lb down at 12-9-12, and 118 lb down at 14-9-12, and 101 lb down at 16-9-12on bottom chord. The design/selection of such connection device(s) is the responsibility of others.




Continued on page 2


September 25,2020

paul

LogistX Logo





Job

776860

Truss

D01

Truss Type

Half Hip Girder

Qty

1

Ply

1

Tortola lot 202


T21407485

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:52 2020 Page 2 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-j_ctyO0qnEtEr8fAhDqCjgZ5GZZ0Cy27JchV0eya7r1

LOAD CASE(S) StandardConcentrated Loads (lb)

Vert: 2=-185(F) 4=-174(F) 6=-70(F) 8=-489(F) 11=-145(F) 12=-145(F) 13=-145(F) 14=-145(F) 15=-70(F) 16=-70(F) 17=-70(F) 18=-70(F)

paul

LogistX Logo





Job

776860

Truss

E01

Truss Type

Hip Girder

Qty

1

Ply

1

Tortola lot 202


T21407486

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:53 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-BBAF9k1TYY?5TIENExMRGt5MBzvrxQQHYGR3Y4ya7r0

Scale = 1:38.0

1

2

3 4 5

67

10 9 8

17 18 19 20

21 22 23 24

4x8 4x8

4x4 2x4 5x8

2x4

2x4 4x4

5-0-05-0-0

10-8-05-8-0

16-4-05-8-0

21-4-05-0-0

-1-0-01-0-0

5-0-05-0-0

10-8-05-8-0

16-4-05-8-0

21-4-05-0-0

22-4-01-0-0

0-4-

3

2-10

-3

0-4-

3

2-10

-3

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.630.880.50


in0.20

-0.320.09

(loc)9

9-106

l/defl>999>796

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=-3291/1412, 3-4=-4051/1867, 4-5=-4051/1867, 5-6=-3291/1412BOT CHORD 2-10=-1150/2958, 9-10=-1144/2976, 8-9=-1114/2894, 6-8=-1120/2877WEBS 3-10=0/411, 3-9=-652/1325, 4-9=-772/641, 5-9=-653/1326, 5-8=0/411





5-0-0, 188 lb down and 157 lb up at 7-0-12, 188 lb down and 157 lb up at 9-0-12, 188 lb down and 157 lb up at 10-8-0, 188 lbdown and 157 lb up at 12-3-4, and 188 lb down and 157 lb up at 14-3-4, and 435 lb down and 382 lb up at 16-4-0 on top chord,and 147 lb down at 5-0-0, 56 lb down at 7-0-12, 56 lb down at 9-0-12, 56 lb down at 10-8-0, 56 lb down at 12-3-4, and 56 lb downat 14-3-4, and 147 lb down at 16-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility ofothers.




Continued on page 2


September 25,2020

paul

LogistX Logo





Job

776860

Truss

E01

Truss Type

Hip Girder

Qty

1

Ply

1

Tortola lot 202


T21407486

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:53 2020 Page 2 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-BBAF9k1TYY?5TIENExMRGt5MBzvrxQQHYGR3Y4ya7r0


Vert: 3=-199(F) 5=-199(F) 10=-128(F) 9=-49(F) 4=-81(F) 8=-128(F) 17=-81(F) 18=-81(F) 19=-81(F) 20=-81(F) 21=-49(F) 22=-49(F) 23=-49(F) 24=-49(F)

paul

LogistX Logo





Job

776860

Truss

E02

Truss Type

Hip

Qty

1

Ply

1

Tortola lot 202


T21407487

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:54 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-fNjdN425Js7y4RpZoetgp4eTXNHSgx?QmwAc4Wya7r?

Scale = 1:38.0

1

2

3 4

56

98

7

16 17

5x10 MT20HS

5x6

4x4 3x4

2x4 3x4 4x4

7-0-07-0-0

14-4-07-4-0

21-4-07-0-0

-1-0-01-0-0

7-0-07-0-0

14-4-07-4-0

21-4-07-0-0

22-4-01-0-0

0-4-

3

3-10

-3

0-4-

3

3-10

-3

6.00 12

Plate Offsets (X,Y)-- [3:0-5-12,0-1-12], [4:0-3-8,0-2-4]


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.850.720.22


in0.17

-0.220.04

(loc)7-159-12

5

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20MT20HS


GRIP244/190187/143





FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1669/1099, 3-4=-1410/1119, 4-5=-1670/1099BOT CHORD 2-9=-768/1405, 7-9=-767/1413, 5-7=-774/1403WEBS 3-9=0/307, 4-7=0/307


II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 4-0-0, Interior(1) 4-0-0 to 7-0-0, Exterior(2) 7-0-0 to21-4-0, Interior(1) 21-4-0 to 22-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60



2=536, 5=536.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

E03

Truss Type

Hip

Qty

1

Ply

1

Tortola lot 202


T21407488

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:55 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-7ZH?aQ2j39FpibOlMMOvLIBk8md2PNTa?awAdzya7r_

Scale = 1:38.0

1

2

3

4 5

6

78

1110

9

18

19 20

21

4x4 4x8

4x4 4x4

3x8

2x4

3x4

2x4

4x4

9-0-09-0-0

12-4-03-4-0

21-4-09-0-0

-1-0-01-0-0

4-6-104-6-10

9-0-04-5-6

12-4-03-4-0

16-9-64-5-6

21-4-04-6-10

22-4-01-0-0

0-4-

3

4-10

-3

0-4-

3

4-10

-3

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.470.760.27


in-0.15-0.340.05

(loc)9-179-17

7

l/defl>999>752

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=-1781/1264, 3-4=-1388/941, 4-5=-1173/934, 5-6=-1387/940, 6-7=-1781/1263BOT CHORD 2-11=-1010/1642, 9-11=-523/1172, 7-9=-1015/1571WEBS 3-11=-521/549, 4-11=-178/355, 5-9=-164/355, 6-9=-523/549


II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 4-0-0, Interior(1) 4-0-0 to 9-0-0, Exterior(2) 9-0-0 to19-4-14, Interior(1) 19-4-14 to 22-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60



2=536, 7=536.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

E04

Truss Type

Common

Qty

3

Ply

1

Tortola lot 202


T21407489

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:55 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-7ZH?aQ2j39FpibOlMMOvLIBiHmedPMea?awAdzya7r_

Scale = 1:38.6

1

2

3

4

5

67

8

15

16 17

18

4x4 5x10

4x4

2x4 2x4

4x4

10-8-010-8-0

21-4-010-8-0

-1-0-01-0-0

6-7-126-7-12

10-8-04-0-4

14-8-44-0-4

21-4-06-7-12

22-4-01-0-0

0-4-

3

5-8-

3

0-4-

3

6.00 12

Plate Offsets (X,Y)-- [8:0-5-0,0-3-0]


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.590.660.32


in-0.19-0.440.03

(loc)8-118-11

6

l/defl>999>582

n/a

L/d240180n/a

PLATESMT20


GRIP244/190






II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 4-0-0, Interior(1) 4-0-0 to 10-8-0, Exterior(2) 10-8-0 to15-8-0, Interior(1) 15-8-0 to 22-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60




September 25,2020

paul

LogistX Logo





Job

776860

Truss

E05

Truss Type

Common

Qty

4

Ply

1

Tortola lot 202


T21407490

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:56 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-bmrNnm3LqTNgKlzyw3v8uVjsEA_p8psjEEfj8Pya7qz

Scale = 1:36.6

1

2

3

4

5

6

7

1415 16

17

4x4

4x4

5x10

2x4 2x4

4x4

10-8-010-8-0

21-4-010-8-0

6-7-126-7-12

10-8-04-0-4

14-8-44-0-4

21-4-06-7-12

22-4-01-0-0

0-4-

3

5-8-

3

0-4-

3

6.00 12

Plate Offsets (X,Y)-- [7:0-5-0,0-3-0]


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.640.670.33


in-0.19-0.450.04

(loc)7-107-10

5

l/defl>999>573

n/a

L/d240180n/a

PLATESMT20


GRIP244/190



REACTIONS. (size) 1=Mechanical, 5=0-4-0Max Horz 1=-257(LC 10)Max Uplift 1=-447(LC 12), 5=-539(LC 12)Max Grav 1=1001(LC 1), 5=1078(LC 1)



II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-8-0, Exterior(2) 10-8-0 to15-8-0, Interior(1) 15-8-0 to 22-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60



1=447, 5=539.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

E06

Truss Type

Roof Special

Qty

1

Ply

1

Tortola lot 202


T21407491

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:57 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-4yPm?64zbnVXxvY8TmQNQjG?zaL4tF6sTuPGgrya7qy

Scale = 1:38.1

1

2

3

4

5

67

109 8

14

15

16

4x6 5x6

4x4

3x6 4x8 5x8

2x4 3x4

4x4

1-3-121-3-12

10-8-09-4-4

21-4-010-8-0

1-3-121-3-12

8-4-07-0-4

10-8-02-4-0

14-8-44-0-4

21-4-06-7-12

22-4-01-0-0

3-10

-54-6-

35-8-

3

0-4-

3

4-6-

3

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.770.600.39


in-0.21-0.500.03

(loc)8-138-13

6

l/defl>999>507

n/a

L/d240180n/a

PLATESMT20


GRIP244/190






1-10=-1030/605BOT CHORD 9-10=-165/307, 8-9=-509/1222, 6-8=-730/1394WEBS 2-9=-295/348, 3-9=-1032/719, 3-8=-426/391, 4-8=-547/893, 5-8=-551/518,

1-9=-624/1021


II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-3-12, Interior(1) 6-3-12 to 10-8-0, Exterior(2)10-8-0 to 15-8-0, Interior(1) 15-8-0 to 22-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60



10=463, 6=517.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

E07

Truss Type

Hip

Qty

1

Ply

1

Tortola lot 202


T21407492

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:58 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-Y8z8CR5bM4dOZ37K1UxczwpDH_hPcea0hY8qCHya7qx

Scale = 1:38.2

1

2 3

4

56

109 8 7

14 15

16

17

5x8 MT20HS

4x6

3x6 3x4 5x8

3x4

2x4

3x4

3x4

3-3-123-3-12

11-0-07-8-4

15-3-34-3-3

21-4-06-0-13

3-3-123-3-12

11-0-07-8-4

15-3-34-3-3

21-4-06-0-13

22-4-01-0-0

3-10

-5

5-6-

3

0-4-

3

5-6-

3

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.610.590.69


in-0.08-0.170.03

(loc)8-98-9

5

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20MT20HS


GRIP244/190187/143






FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-665/504, 2-3=-1042/898, 3-4=-1236/909, 4-5=-1727/1133, 1-10=-984/735BOT CHORD 9-10=-163/310, 8-9=-71/612, 7-8=-868/1471, 5-7=-868/1471WEBS 2-9=-499/505, 2-8=-451/635, 4-8=-609/518, 1-9=-577/855


II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 10-4-10, Interior(1) 10-4-10 to 11-0-0, Exterior(2)11-0-0 to 18-0-14, Interior(1) 18-0-14 to 22-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60



10=463, 5=517.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

E08

Truss Type

Hip

Qty

1

Ply

1

Tortola lot 202


T21407493

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:58 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-Y8z8CR5bM4dOZ37K1UxczwpC5_f9cfQ0hY8qCHya7qx

Scale = 1:40.1

1

2 3

4

56

109

87

14

15

16 17

3x4

5x6 4x4

3x4 3x8

3x4

2x4 6x6 4x4

9-0-09-0-0

14-0-125-0-12

21-4-07-3-4

5-3-125-3-12

9-0-03-8-4

14-0-125-0-12

21-4-07-3-4

22-4-01-0-0

3-10

-5

6-6-

3

0-4-

3

6-6-

3

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.680.740.58


in-0.19-0.370.03

(loc)9-109-10

5

l/defl>999>691

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=-881/793, 3-4=-1056/790, 4-5=-1671/1062, 1-10=-248/280BOT CHORD 9-10=-157/705, 7-9=-792/1398, 5-7=-792/1398WEBS 2-9=-231/563, 4-9=-759/639, 2-10=-942/655


II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 16-0-14, Interior(1) 16-0-14 to 22-4-0 zone;C-C formembers 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, 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) except (jt=lb)

10=463, 5=517.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

E09

Truss Type

Hip

Qty

1

Ply

1

Tortola lot 202


T21407494

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:22:59 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-0KXWQn5D7OlEBDiWbBTrW8LOxO1DL6T9wCuNlkya7qw

Scale = 1:38.0

1

2 3

4

56

1110

98 7

1516

4x8 4x6

3x6 3x4

3x4 3x8

3x4

2x4

3x6

3x4

4-6-84-6-8

9-9-45-2-12

15-3-65-6-2

21-4-06-0-10

4-6-84-6-8

9-9-45-2-12

15-3-65-6-2

21-4-06-0-10

22-4-01-0-0

3-10

-5

6-1-

9

0-4-

3

6-1-

9

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.610.560.59


in0.08

-0.120.03

(loc)7-147-14

5

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 1-2=-771/592, 2-3=-910/845, 3-4=-1119/828, 4-5=-1748/1130, 1-11=-953/759BOT CHORD 10-11=-184/280, 8-10=-121/666, 7-8=-880/1495, 5-7=-880/1495WEBS 2-10=-387/386, 2-8=-345/517, 4-8=-760/604, 4-7=0/255, 1-10=-518/780

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=78ft; L=50ft; eave=12ft;

Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 16-10-2, Interior(1) 16-10-2 to 22-4-0 zone;C-Cfor members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60



11=463, 5=517.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

E10

Truss Type

Hip

Qty

1

Ply

1

Tortola lot 202


T21407495

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:00 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-UX5ud76suit5oMHj9v_42LuamnMZ4cjJ9sdwHAya7qv

Scale = 1:34.9

12 3

4

5

6

10

98 7

14 15

16

17

4x6 4x6

3x6 3x4

4x12

3x4

2x4

3x4

3x4

8-5-128-5-12

13-4-104-10-14

18-10-05-5-6

0-10-00-10-0

8-5-127-7-12

13-4-104-10-14

18-10-05-5-6

19-10-01-0-0

5-1-

5

5-6-

5

0-4-

3

5-6-

5

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.550.610.40


in-0.12-0.240.02

(loc)8-108-10

5

l/defl>999>924

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 1-2=-913/818, 2-3=-809/652, 3-4=-975/633, 4-5=-1529/922, 1-10=-803/707BOT CHORD 8-10=-147/426, 7-8=-698/1290, 5-7=-698/1290WEBS 2-8=-225/304, 4-8=-641/549, 1-8=-947/1028

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=78ft; L=50ft; eave=10ft;

Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 7-10-14, Interior(1) 7-10-14 to 8-5-12,Exterior(2) 8-5-12 to 15-6-10, Interior(1) 15-6-10 to 19-10-0 zone;C-C for members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60



10=430, 5=444.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

E11

Truss Type

Roof Special

Qty

1

Ply

1

Tortola lot 202


T21407496

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:00 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-UX5ud76suit5oMHj9v_42LucYnMq4YmJ9sdwHAya7qv

Scale = 1:33.4

1

2 3

4

5

6

7

11

109 8

15

1617

6x6

2x4 4x4

4x4

3x4

3x4

3x8 3x4

2x4

3x4

8-4-48-4-4

13-10-45-6-0

18-10-04-11-12

4-3-144-3-14

8-4-44-0-6

9-5-01-0-12

13-10-44-5-4

18-10-04-11-12

19-10-01-0-0

4-6-

5

5-0-

11

0-4-

3

4-6-

5

6.00 12


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.430.600.65


in-0.12-0.260.03

(loc)9-119-11

6

l/defl>999>874

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=-971/658, 3-4=-1092/734, 4-5=-1595/1089, 5-6=-1544/868BOT CHORD 9-11=-146/684, 8-9=-274/882, 6-8=-663/1324WEBS 2-11=-946/724, 2-9=-219/447, 3-9=-585/400, 4-9=-169/482, 4-8=-569/738,

5-8=-429/457


II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 5-1-12, Interior(1) 5-1-12 to 9-5-0, Exterior(2) 9-5-0to 14-5-0, Interior(1) 14-5-0 to 19-10-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60



11=421, 6=454.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

E12

Truss Type

Roof Special

Qty

1

Ply

1

Tortola lot 202


T21407497

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:01 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-yjfGrT7Uf?0yQWrvicVJbZRhjBkjp?GSNWNUpcya7qu

Scale = 1:34.1

1

2

3

4

5

6

109

8 7

1415

16

3x6

3x8 4x6

4x4

3x4 3x10

3x4

2x4

3x4

6-4-46-4-4

12-3-145-11-10

18-10-06-6-2

6-4-46-4-4

9-5-03-0-12

13-10-44-5-4

18-10-04-11-12

19-10-01-0-0

3-6-

5

5-0-

11

0-4-

3

3-6-

5

6.00 12


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.720.490.70


in0.06

-0.120.02

(loc)7-9

7-135

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 1-10=-817/610, 1-2=-1147/740, 2-3=-1385/928, 3-4=-1348/874, 4-5=-1516/904BOT CHORD 9-10=-118/262, 7-9=-294/865, 5-7=-698/1318WEBS 1-9=-795/1243, 2-9=-949/729, 3-9=-350/599, 3-7=-337/569, 4-7=-406/418


II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 5-1-12, Interior(1) 5-1-12 to 9-5-0, Exterior(2) 9-5-0to 14-5-0, Interior(1) 14-5-0 to 19-10-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60




September 25,2020

paul

LogistX Logo





Job

776860

Truss

EJ1

Truss Type

Jack-Open

Qty

11

Ply

1

Tortola lot 202


T21407498

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:02 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-QvCf2p86QJ8p2gQ5GK0Y7mz_IbB2YcQbcA61L3ya7qt

Scale = 1:7.0

1

2

3

4

3x4

1-0-01-0-0

-1-0-01-0-0

1-0-01-0-0

0-4-

3

0-10

-3

0-5-

8

0-10

-3

6.00 12


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.220.040.00


in-0.000.000.00

(loc)752

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190









2=153.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

EJ2

Truss Type

Jack-Open

Qty

3

Ply

1

Tortola lot 202


T21407499

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:02 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-QvCf2p86QJ8p2gQ5GK0Y7mz_IbB2YcQbcA61L3ya7qt

Scale = 1:8.7

1

2

3

4

3x4

1-8-01-8-0

-1-0-01-0-0

1-8-01-8-0

0-4-

3

1-2-

3

0-9-

8

1-2-

3

6.00 12


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.220.040.00


in-0.00-0.00-0.00

(loc)773

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190









2=140.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

EJ2H

Truss Type

Jack-Open

Qty

1

Ply

1

Tortola lot 202


T21407500

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:03 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-u6m1F99kBdGgfq?Iq1Xng_WCt?X1H3flrpsbuVya7qs

Scale = 1:8.7

1

2

3

2x4

1-8-01-8-0

1-8-01-8-0

0-4-

3

1-2-

3

0-9-

8

1-2-

3

6.00 12


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.040.050.00


in-0.00-0.00-0.00

(loc)662

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190






II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60




September 25,2020

paul

LogistX Logo





Job

776860

Truss

EJ3

Truss Type

Jack-Open

Qty

2

Ply

1

Tortola lot 202


T21407501

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:03 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-u6m1F99kBdGgfq?Iq1Xng_WAB?VnH3flrpsbuVya7qs

Scale: 1"=1'

1

2

3

4

2x4

3-0-03-0-0

-1-0-01-0-0

3-0-03-0-0

0-4-

3

1-10

-3

1-5-

8 1-10

-3

6.00 12


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.150.130.00


in0.01

-0.01-0.00

(loc)4-74-7

3

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190









2=143.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

EJ5

Truss Type

Jack-Open

Qty

7

Ply

1

Tortola lot 202


T21407502

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:04 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-MIKPTV9MywOXH_aUOk20DB3FLPmX0Wvu4Tb8Qxya7qr

Scale = 1:17.0

1

2

8

3

4

3x4

5-0-05-0-0

-1-0-01-0-0

5-0-05-0-0

0-4-

3

2-10

-3

2-5-

8 2-10

-3

6.00 12


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.570.480.00


in0.07

-0.08-0.00

(loc)4-74-7

3

l/defl>833>790

n/a

L/d240180n/a

PLATESMT20


GRIP244/190









3=134, 2=162.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

EJ5A

Truss Type

Jack-Open

Qty

3

Ply

1

Tortola lot 202


T21407503

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:05 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-rUungrA_jEWOv89gxSZFlPbQ5o5mlz92I7LhyNya7qq

Scale = 1:17.9

1

2

8

3

4

3x4

5-0-05-0-0

-1-0-01-0-0

5-0-05-0-0

0-4-

3

2-10

-3

2-5-

8 2-10

-3

6.00 12


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.570.480.00


in0.07

-0.08-0.00

(loc)4-74-7

3

l/defl>833>790

n/a

L/d240180n/a

PLATESMT20


GRIP244/190









3=134, 2=162.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

EJ5A1

Truss Type

Jack-Open

Qty

1

Ply

1

Tortola lot 202


T21407504

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:05 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-rUungrA_jEWOv89gxSZFlPbPio4tlz92I7LhyNya7qq

Scale = 1:17.9

1

2

3

3x4

5-0-05-0-0

5-0-05-0-0

0-4-

3

2-10

-3

2-5-

8 2-10

-3

6.00 12


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.600.540.00


in0.08

-0.08-0.00

(loc)3-63-6

2

l/defl>742>784

n/a

L/d240180n/a

PLATESMT20


GRIP244/190









2=139.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

EJ7A

Truss Type

Jack-Open

Qty

9

Ply

1

Tortola lot 202


T21407505

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:06 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-JhS9uBBcUYeFWHktV95UIc8YcCK0UQPBXn4FVqya7qp

Scale = 1:22.9

1

2

8

3

44x4

7-0-07-0-0

-1-0-01-0-0

7-0-07-0-0

0-4-

3

3-10

-3

3-5-

8

3-10

-3

6.00 12



20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.710.930.00


in0.24

-0.26-0.01

(loc)4-74-7

3

l/defl>340>325

n/a

L/d240180n/a

PLATESMT20


GRIP244/190

LUMBER-TOP CHORD 2x4 SP M 30BOT CHORD 2x4 SP No.2

BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied.







3=197, 2=186.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

EJ7A1

Truss Type

Jack-Open

Qty

1

Ply

1

Tortola lot 202


T21407506

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:06 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-JhS9uBBcUYeFWHktV95UIc8YjCKsUQPBXn4FVqya7qp

Scale = 1:22.9

1

2

8

3

44x4

7-0-07-0-0

-1-0-01-0-0

7-0-07-0-0

0-4-

3

3-10

-3

3-5-

8

3-10

-3

6.00 12



20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.710.940.00


in0.22

-0.22-0.01

(loc)4-74-7

3

l/defl>350>350

n/a

L/d240180n/a

PLATESMT20


GRIP244/190






II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 4-0-0, Interior(1) 4-0-0 to 6-11-4 zone; porch rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60



3=196, 2=186.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

EJ7A2

Truss Type

JACK-OPEN

Qty

7

Ply

1

Tortola lot 202


T21407507

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:07 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-nt0Y5WCFFrm68RJ33tcjqqhjMcgFDtfLmRqo1Gya7qo

Scale = 1:22.9

1

2

8

3

44x4

7-0-07-0-0

-1-0-01-0-0

7-0-07-0-0

0-4-

3

3-10

-3

3-5-

8

3-10

-3

6.00 12



20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.710.930.00


in0.24

-0.26-0.01

(loc)4-74-7

3

l/defl>340>325

n/a

L/d240180n/a

PLATESMT20


GRIP244/190









3=197, 2=186.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

EJ7D

Truss Type

Jack-Open

Qty

6

Ply

1

Tortola lot 202


T21407508

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:07 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-nt0Y5WCFFrm68RJ33tcjqqhkKchJDtfLmRqo1Gya7qo

Scale = 1:22.2

1

28

9

3

44x4

6-9-06-9-0

-1-0-01-0-0

6-9-06-9-0

0-4-

3

3-8-

11

3-4-

0

3-8-

11

6.00 12



20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.650.860.00


in0.21

-0.22-0.01

(loc)4-74-7

3

l/defl>377>360

n/a

L/d240180n/a

PLATESMT20


GRIP244/190






II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 4-0-0, Interior(1) 4-0-0 to 6-8-4 zone; porch rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60



3=189, 2=183.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

EJ7G

Truss Type

Jack-Open

Qty

4

Ply

1

Tortola lot 202


T21407509

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:08 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-F3awJsCt09uzmbuFda7yN1DyW05vyKvU_5ZMZiya7qn

Scale = 1:21.8

1

23

76

11

4

5

3x4 3x4

8x8

0-2-02-4-02-4-0

7-0-04-8-0

-1-0-01-0-0

2-4-02-4-0

7-0-04-8-0

0-4-

3

3-10

-3

3-2-

3

3-5-

8

0-8-

0

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MR

0.500.580.00


in0.32

-0.29-0.15

(loc)665

l/defl>263>286

n/a

L/d240180n/a

PLATESMT20


GRIP244/190

LUMBER-TOP CHORD 2x4 SP M 30BOT CHORD 2x4 SP M 30 *Except*

2-6: 2x4 SP No.2, 3-7: 2x4 SP No.3








4=171, 2=182.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

FG01

Truss Type

FLAT GIRDER

Qty

1

Ply

2

Tortola lot 202


T21407510

8.420 s Sep 14 2020 MiTek Industries, Inc. Fri Sep 25 11:05:12 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-ay1??md2aE40GEp6lPk_XYmENSRBKeU?On_v9Pya7DL

Scale = 1:35.3

1 2 3 4 5 6 7 8 9 10

2019 18 17 16 15 14 13 12

11

3x4

4x10 5x6 4x10

3x4 6x12 MT20HS4x10

5x6

5x6

3x4

3x4

2x4 2x4

3x4

3x4

6x12 MT20HS

5x6

3x10

3x10

4x10

2-5-112-5-11

4-9-102-3-15

7-1-92-3-15

9-7-42-5-11

11-7-42-0-0

13-11-32-3-15

16-3-22-3-15

18-7-12-3-15

21-2-82-7-7

2-5-112-5-11

4-9-102-3-15

7-1-92-3-15

9-7-42-5-11

11-7-42-0-0

13-11-32-3-15

16-3-22-3-15

18-7-12-3-15

21-2-82-7-7

1-4-

8

1-8-

0

1-4-

8

1-8-

0

Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [8:0-3-0,0-3-0], [9:0-3-8,0-1-8], [12:0-3-8,0-2-0], [13:0-3-8,0-1-8], [14:0-5-8,0-3-4], [17:0-5-8,0-3-4], [19:0-3-8,0-2-0]


40.010.0

0.0 *5.0


1-0-01.001.00NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.700.980.85

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

in-0.30-0.650.100.24

(loc)15-1615-16

1115-16

l/defl>827>380

n/a>999

L/d360240n/a

240

PLATESMT20MT20HS


GRIP244/190187/143


3-8: 2x4 SP M 30BOT CHORD 2x4 SP M 30 *Except*

14-17: 2x4 SP M 31WEBS 2x4 SP No.3 *Except*

1-20,10-11: 2x6 SP No.21-19,2-18,3-17,7-15,8-14,9-13,10-12: 2x4 SP No.2

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

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

REACTIONS. (lb/size) 20=4001/0-7-4, 11=4001/0-7-4

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-20=-3906/69, 1-2=-5141/0, 2-3=-9034/0, 3-4=-11598/0, 4-5=-13048/0, 5-6=-13048/0,

6-7=-13048/0, 7-8=-11709/0, 8-9=-9242/0, 9-10=-5423/0, 10-11=-3904/70BOT CHORD 18-19=0/5141, 17-18=0/9280, 16-17=0/11760, 15-16=0/13048, 14-15=0/11864,

13-14=0/9482, 12-13=0/5423WEBS 1-19=0/5805, 2-19=-3092/0, 2-18=0/4521, 3-18=-2327/0, 3-17=0/2797, 4-17=-1531/0,

4-16=0/1474, 5-16=-732/0, 6-15=-701/0, 7-15=0/1375, 7-14=-1478/0, 8-14=0/2687, 8-13=-2273/0, 9-13=0/4436, 9-12=-3069/0, 10-12=0/6020

NOTES-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, 2x4 - 1 row at 0-7-0 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.

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) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=78ft; L=50ft; eave=6ft; Cat.II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 4-11-6, Interior(1) 4-11-6 to 20-11-12 zone;C-C formembers 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.8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20 has/have been modified. Building designer must review

loads to verify that they are correct for the intended use of this truss.9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 473 lb down and 244 lb up at

0-2-12, and 473 lb down and 244 lb up at 20-11-12 on top chord. The design/selection of such connection device(s) is theresponsibility of others.


Continued on page 2


September 25,2020

paul

LogistX Logo





Job

776860

Truss

FG01

Truss Type

FLAT GIRDER

Qty

1

Ply

2

Tortola lot 202


T21407510



Uniform Loads (plf)Vert: 1-10=-335, 11-20=-5

Concentrated Loads (lb)Vert: 1=-473 10=-473

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

Vert: 1-10=-296, 11-20=-5Concentrated Loads (lb)

Vert: 1=-387 10=-3873) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25



4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60Uniform Loads (plf)

Vert: 1-3=-11, 3-10=-17, 11-20=-3Concentrated Loads (lb)

Vert: 1=244 10=2445) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60


Concentrated Loads (lb)Vert: 1=244 10=244

6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60Uniform Loads (plf)


Vert: 1=-220 10=-2207) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60



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


Vert: 1=164 10=1649) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60



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


Vert: 1=-172 10=-17211) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60



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


Vert: 1=164 10=16413) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60



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


Vert: 1=-172 10=-17215) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60



16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90

Continued on page 3

paul

LogistX Logo





Job

776860

Truss

FG01

Truss Type

FLAT GIRDER

Qty

1

Ply

2

Tortola lot 202


T21407510


LOAD CASE(S) StandardUniform Loads (plf)


Vert: 1=-129 10=-12917) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60



18) 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: 1=-419 10=-41919) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60



20) 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: 1=-419 10=-419

paul

LogistX Logo





Job

776860

Truss

FG02

Truss Type

Flat Girder

Qty

1

Ply

2

Tortola lot 202


T21407511

8.420 s Sep 14 2020 MiTek Industries, Inc. Fri Sep 25 11:05:26 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-AftIxYoqHXr1yNtoaL_G5VLd_5Edc0P3cyNefcya7D7

Scale = 1:30.9

1 2 3 4 5 6 7 8

1615 14 13 12 11 10

9

17 18

3x4

4x12 5x6 4x10

3x4 6x10 MT20HS5x10

3x10 4x4

4x4

2x4 2x4

3x4 3x10

3x10

4x12

2-11-02-11-0

5-6-82-7-8

8-2-02-7-8

10-2-02-0-0

13-0-52-10-5

15-8-152-8-9

18-7-42-10-5

2-11-02-11-0

5-6-82-7-8

8-2-02-7-8

10-2-02-0-0

13-0-52-10-5

15-8-152-8-9

18-7-42-10-5

1-8-

0

1-4-

8

1-8-

0

Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [6:0-3-0,0-3-0], [7:0-3-8,0-1-8], [10:0-3-8,0-2-0], [11:0-3-8,0-1-8], [14:0-4-0,0-3-4], [15:0-3-8,0-2-8]


40.010.0

0.0 *5.0


2-0-01.001.00NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.750.910.69

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

in-0.27-0.510.080.21

(loc)12-1312-13

912-13

l/defl>809>423

n/a>999

L/d360240n/a

240

PLATESMT20MT20HS


GRIP244/190187/143

LUMBER-TOP CHORD 2x4 SP M 30BOT CHORD 2x4 SP M 30 *Except*

9-14: 2x4 SP M 31WEBS 2x4 SP No.3 *Except*

1-16,8-9: 2x6 SP No.2, 1-15,2-14,3-13,8-10: 2x4 SP M 307-11: 2x4 SP No.2



REACTIONS. (lb/size) 16=4729/0-4-0, 9=4729/0-7-4Max Uplift 16=-111(LC 8), 9=-111(LC 8)


4-5=-13056/895, 5-6=-13056/895, 6-18=-11043/786, 7-18=-11043/786, 7-8=-6673/499, 8-9=-3938/309

BOT CHORD 15-16=-21/259, 14-15=-504/6743, 13-14=-789/11041, 12-13=-895/13056, 11-12=-803/11273, 10-11=-499/6673

WEBS 1-15=-543/7283, 2-15=-3380/271, 2-14=-313/4646, 3-14=-2234/171, 3-13=-169/2274, 4-13=-1005/86, 5-12=-935/81, 6-12=-151/1998, 6-11=-2184/169, 7-11=-331/4898, 7-10=-3405/274, 8-10=-541/7249




3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=78ft; L=50ft; eave=6ft; Cat.II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 5-2-12, Interior(1) 5-2-12 to 18-4-8 zone;C-C formembers 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.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 16 and 111 lb uplift at

joint 9.9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20 has/have been modified. Building designer must review

loads to verify that they are correct for the intended use of this truss.10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 692 lb down and 357 lb up at

0-2-12, and 692 lb down and 357 lb up at 18-4-8 on bottom chord. The design/selection of such connection device(s) is theresponsibility of others.Continued on page 2


September 25,2020

paul

LogistX Logo





Job

776860

Truss

FG02

Truss Type

Flat Girder

Qty

1

Ply

2

Tortola lot 202


T21407511





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


Vert: 16=-566 9=-5663) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25



4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60Uniform Loads (plf)

Vert: 1-17=46, 8-17=35, 9-16=-6Concentrated Loads (lb)

Vert: 16=357 9=3575) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60

Uniform Loads (plf)Vert: 1-18=35, 8-18=46, 9-16=-6


6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60Uniform Loads (plf)


Vert: 16=-321 9=-3217) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60



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


Vert: 16=240 9=2409) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60



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


Vert: 16=-252 9=-25211) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60



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


Vert: 16=240 9=24013) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60



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


Vert: 16=-252 9=-25215) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60



16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90

Continued on page 3

paul

LogistX Logo





Job

776860

Truss

FG02

Truss Type

Flat Girder

Qty

1

Ply

2

Tortola lot 202


T21407511


LOAD CASE(S) StandardUniform Loads (plf)


Vert: 16=-189 9=-18917) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60



18) 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: 16=-613 9=-61319) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60



20) 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: 16=-613 9=-613

paul

LogistX Logo





Job

776860

Truss

FG04

Truss Type

FLOOR

Qty

1

Ply

2

Tortola lot 202


T21407512

8.420 s Sep 14 2020 MiTek Industries, Inc. Fri Sep 25 11:05:37 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-Lm2SFJxjhwDTm4Dwj9hr2qIaJX?Ghy9g7AXkXTya7Cy

Scale = 1:17.6

1 2 3 4 5 6 7

14 13 12 11 10 9 8

15

6x12 MT20HS

2x4 2x4

6x12 MT20HS

6x10

4x6

3x4

3x8

2x4 3x4

4x6

6x10

0-8-120-8-12

2-9-92-0-13

4-9-01-11-7

6-8-71-11-7

8-9-42-0-13

9-6-00-8-12

0-8-120-8-12

2-9-92-0-13

4-9-01-11-7

6-8-71-11-7

8-9-42-0-13

9-6-00-8-12

1-8-

0


40.010.0

0.05.0


2-0-01.001.00NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.430.840.88


in-0.05-0.090.02

(loc)1111

8

l/defl>999>999

n/a

L/d360240n/a

PLATESMT20MT20HS


GRIP244/190187/143




REACTIONS. (lb/size) 14=3216/0-6-0, 8=6504/0-6-0

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-4883/0, 3-4=-6012/0, 4-5=-6012/0, 5-15=-5695/0, 6-15=-5695/0BOT CHORD 13-14=0/1808, 12-13=0/1808, 11-12=0/4883, 10-11=0/5695, 9-10=0/3376, 8-9=0/3376WEBS 2-12=0/3705, 3-12=-1882/0, 3-11=0/1353, 4-11=-1112/0, 5-11=0/380, 5-10=-1396/0, 6-10=0/2794, 6-9=-689/0,

2-14=-3460/0, 6-8=-6432/0


Top chords connected as follows: 2x4 - 1 row 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, Except member 6-8 2x4 - 1 row at 0-7-0 oc.


3) All plates are MT20 plates unless otherwise indicated. 4) Load case(s) 1, 2 has/have been modified. Building designer must review loads to verify that they are correct for the intended use 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 be attached to walls at their outer ends or restrained by other means.6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 205 lb down at 2-9-9 on bottom

chord. The design/selection of such connection device(s) is the responsibility of others.

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


Concentrated Loads (lb)Vert: 12=-205(B) 6=-4507

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


Vert: 12=-205(B) 6=-4507


September 25,2020

paul

LogistX Logo





Job

776860

Truss

FT01

Truss Type

Floor

Qty

8

Ply

1

Tortola lot 202


T21407513

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:11 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-feF2xuFlI4GYd3cqIjgf?grSrD5u9W3wh3o0A1ya7qk

Scale = 1:34.6

1 2 3 4 5 6 7 8 9 10 11

18 17 16 15 14 13 12

19

20

21

22

3x10 MT20HS FP 3x6

3x6 FP

3x4 3x4 3x6

4x6

4x8

4x4 4x6

4x8

4x4

0-3-

8

0-3-

8

9-5-129-5-12

9-7-40-1-8

10-7-4

1-0-011-7-41-0-0

11-8-12

0-1-821-2-89-5-12

2-6-0 1-7-4 2-0-0 1-7-4

0-1-8

0-1-8

1-8-

0

1-8-

0

Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,0-0-0], [11:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [19:0-1-8,0-1-0], [20:0-1-8,0-1-0], [21:0-1-8,0-1-0], [22:0-1-8,0-1-0]


40.010.0

0.05.0


2-0-01.001.00YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.550.690.68


in-0.30-0.390.08

(loc)13-1413-14

12

l/defl>845>635

n/a

L/d360240n/a

PLATESMT20MT20HS

Weight: 110 lb FT = 20%F, 11%E

GRIP244/190187/143

LUMBER-TOP CHORD 2x4 SP M 30(flat) *Except*

8-11: 2x4 SP No.2(flat)BOT CHORD 2x4 SP M 30(flat)WEBS 2x4 SP No.3(flat)



REACTIONS. (size) 12=0-7-4, 18=0-7-4Max Grav 12=1146(LC 1), 18=1146(LC 1)


9-10=-2916/0BOT CHORD 17-18=0/1697, 15-17=0/3624, 14-15=0/3844, 13-14=0/3626, 12-13=0/1698WEBS 5-15=-343/25, 6-14=-341/27, 2-18=-1981/0, 2-17=0/1423, 3-17=-257/0, 4-17=-823/0,

4-15=-97/624, 10-12=-1981/0, 10-13=0/1422, 9-13=-255/0, 7-13=-827/0, 7-14=-99/622

NOTES-1) Unbalanced floor live loads have been considered for this design.2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 2x4 MT20 unless otherwise indicated.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 be attached to walls at their outer ends or restrained by other means.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

FT02

Truss Type

Floor

Qty

6

Ply

1

Tortola lot 202


T21407514

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:12 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-7rpR8EGN3OOOECB0sQBuXtOc8dRDuzU4vjXZiTya7qj

Scale = 1:34.3

1 2 3 4 5 6 7 8 9 10 11

18 17 16 15 14 13 12

19

20

21

3x10 MT20HS FP3x6 3x6

3x6 FP

3x4 3x4

4x6

4x8

3x4 4x6

4x8

3x4

0-3-

8

9-2-89-2-8

9-4-00-1-8

10-4-0

1-0-011-4-01-0-0

11-5-8

0-1-820-11-49-5-12

2-6-0 1-4-0 2-0-0 1-7-4

0-1-8

0-1-8

1-8-

0

1-8-

0

Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,0-0-0], [11:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [19:0-1-8,0-1-0], [20:0-1-8,0-1-0], [21:0-1-8,0-1-0]


40.010.0

0.05.0


2-0-01.001.00YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.580.690.67


in-0.29-0.390.07

(loc)13-1413-14

12

l/defl>854>638

n/a

L/d360240n/a

PLATESMT20MT20HS


GRIP244/190187/143


8-11: 2x4 SP No.2(flat)BOT CHORD 2x4 SP M 30(flat)WEBS 2x4 SP No.3(flat)





9-10=-2878/0BOT CHORD 17-18=0/1711, 15-17=0/3577, 14-15=0/3766, 13-14=0/3568, 12-13=0/1679WEBS 5-15=-371/44, 6-14=-327/33, 2-18=-1980/0, 2-17=0/1389, 3-17=-259/0, 4-17=-787/0,

4-15=-113/612, 10-12=-1960/0, 10-13=0/1399, 9-13=-254/0, 7-13=-803/0, 7-14=-109/596


Strongbacks to be attached to walls at their outer ends or restrained by other means.5) CAUTION, Do not erect truss backwards.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

FT03

Truss Type

Floor

Qty

10

Ply

1

Tortola lot 202


T21407515

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:12 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-7rpR8EGN3OOOECB0sQBuXtOXLdNru?C4vjXZiTya7qj

Scale = 1:30.8

1 2 3 4 5 6 7 8 9 10 11

18 17 16 15 14 13 12

19

20

21

3x8 MT20HS FP3x6 3x4

3x6 FP

3x4 3x4

3x6

3x8

3x4 3x6

3x8

3x4

0-3-

8

0-2-00-2-0

8-3-28-1-2

8-4-100-1-8

9-4-10

1-0-010-4-10

1-0-0

10-6-2

0-1-818-9-48-3-2

2-6-0 0-4-10 2-0-0 0-4-10

0-1-8

0-1-8

1-8-

0

1-8-

0

Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,Edge], [11:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [19:0-1-8,0-1-0], [20:0-1-8,0-1-0], [21:0-1-8,0-1-0]


40.010.0

0.05.0


2-0-01.001.00YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.950.900.56


in-0.20-0.270.06

(loc)15-1714-15

12

l/defl>999>807

n/a

L/d360240n/a

PLATESMT20MT20HS


GRIP244/190187/143

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

BRACING-TOP CHORD Structural wood sheathing directly applied, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.



9-10=-2481/0BOT CHORD 17-18=0/1510, 15-17=0/2982, 14-15=0/3011, 13-14=0/2976, 12-13=0/1480WEBS 5-15=-525/279, 6-14=-537/268, 2-18=-1746/0, 2-17=0/1156, 3-17=-253/0, 4-17=-608/0,

4-15=-328/616, 10-12=-1728/0, 10-13=0/1168, 9-13=-253/0, 7-13=-618/0, 7-14=-314/630




September 25,2020

paul

LogistX Logo





Job

776860

Truss

FT04

Truss Type

Floor

Qty

3

Ply

1

Tortola lot 202


T21407516

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:13 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-c1NpMaG?qhWFsMmDP7j745wl21kGdSVD8NH7Ewya7qi

Scale = 1:30.8

1 2 3 4 5 6 7 8 9 10 11

18 17 16 15 14 13 12

19

20

21

22

3x8 MT20HS FP 3x4

3x6 FP

3x4 3x4 3x4

3x6

3x8

3x4 3x6

3x8

3x4

0-3-

8

0-3-

8

8-3-28-3-2

8-4-100-1-8

9-4-10

1-0-010-4-10

1-0-0

10-6-2

0-1-818-9-48-3-2

2-6-0 0-4-10 2-0-0 0-4-10

0-1-8

0-1-8

1-8-

0

1-8-

0

Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,Edge], [11:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [19:0-1-8,0-1-0], [20:0-1-8,0-1-0], [21:0-1-8,0-1-0], [22:0-1-8,0-1-0]


40.010.0

0.05.0


2-0-01.001.00YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.770.890.55


in-0.20-0.270.06

(loc)13-1414-15

12

l/defl>999>816

n/a

L/d360240n/a

PLATESMT20MT20HS


GRIP244/190187/143

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





9-10=-2470/0BOT CHORD 17-18=0/1475, 15-17=0/2959, 14-15=0/2991, 13-14=0/2959, 12-13=0/1475WEBS 5-15=-529/272, 6-14=-529/272, 2-18=-1721/0, 2-17=0/1161, 3-17=-253/0, 4-17=-612/0,

4-15=-319/621, 10-12=-1721/0, 10-13=0/1161, 9-13=-253/0, 7-13=-612/0, 7-14=-319/621




September 25,2020

paul

LogistX Logo





Job

776860

Truss

FT05

Truss Type

Floor

Qty

2

Ply

1

Tortola lot 202


T21407517

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:14 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-4DxBZwHeb?e6UWLPzrEMdITwdR4FMpvMN10gnMya7qh

Scale = 1:45.7

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

25 24 23 22 21 20 19 18 17

26

27

28

29

3x8 MT20HS FP

2x4

2x4

2x4

2x4

5x6

3x6 FP

4x4

4x6

7x8 6x6

3x10

4x6

3x8

6x10

4x12

7x8

6x10

7x8

3x6 FP3x6 FP

0-3-

8

0-3-

8

9-5-129-5-12

9-7-40-1-8

10-7-4

1-0-0

11-7-41-0-0

11-8-12

0-1-8

21-0-89-3-12

21-1-40-0-12

27-4-126-3-8

2-6-0 1-7-4 2-0-0 1-7-8 2-4-8 0-11-0

0-1-8

0-1-8

1-8-

0

1-8-

0

Plate Offsets (X,Y)-- [7:0-3-0,0-0-0], [13:0-3-0,Edge], [17:Edge,0-1-8], [19:0-3-0,Edge], [22:0-1-8,Edge], [23:0-1-8,Edge], [26:0-1-8,0-1-0], [27:0-1-8,0-0-8], [28:0-1-8,0-1-0],[29:0-1-8,0-0-8]


40.010.0

0.05.0


2-0-01.001.00NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.710.840.93


in0.23

-0.270.06

(loc)20-2223-24

19

l/defl>999>934

n/a

L/d360240n/a

PLATESMT20MT20HS


GRIP244/190187/143


1-4: 2x4 SP No.2(flat)BOT CHORD 2x4 SP M 30(flat) *Except*

17-21: 2x4 SP M 31(flat)WEBS 2x4 SP No.3(flat) *Except*

12-20,15-17: 2x4 SP No.2(flat)



REACTIONS. (size) 25=0-7-4, 19=0-6-0Max Uplift 25=-90(LC 4)Max Grav 25=1056(LC 3), 19=3231(LC 1)


7-8=-3344/1776, 8-10=-2073/3436, 10-12=-2073/3436, 12-13=0/5576, 13-14=0/4383, 14-15=0/4383

BOT CHORD 24-25=-220/1603, 23-24=-1028/3294, 22-23=-1734/3365, 20-22=-2573/2945, 19-20=-4489/628, 18-19=-5492/0, 17-18=-1933/0

WEBS 6-23=-270/736, 7-22=-1046/0, 13-19=-1825/0, 2-25=-1851/254, 2-24=-395/1294, 3-24=-262/0, 5-24=-657/537, 5-23=-1126/442, 12-19=-2675/0, 12-20=0/2285, 10-20=-311/0, 8-20=-1615/0, 8-22=0/1668, 15-17=0/2232, 15-18=-2830/0, 13-18=0/1947

NOTES-1) Unbalanced floor live loads have been considered for this design.2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated.4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.




Concentrated Loads (lb)Vert: 16=-1000


September 25,2020

paul

LogistX Logo





Job

776860

Truss

FT06

Truss Type

Floor

Qty

1

Ply

1

Tortola lot 202


T21407518

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:15 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-YPVZnGIGMJmz5gwbXYlb9W05uqUR4GHWbhmDJoya7qg

Scale = 1:46.5

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

27 26 25 24 23 22 21 20 19 18 17

28 29

3x6 FP

2x4

4x6

2x4

2x4

7x6

2x4

3x6 FP

4x6

6x6

8x8 6x6

7x6

5x6

6x6

6x10

6x12

7x8

6x12 MT20HS

10x10

3x6 FP

3x6 FP 3x6 FP

3x6 FP

0-3-

8

0-3-

8

9-5-129-5-12

9-7-40-1-8

10-7-4

1-0-0

11-7-41-0-0

11-8-12

0-1-8

21-0-89-3-12

21-1-40-0-12

27-4-126-3-8

2-6-0 1-7-4 2-0-0 1-7-8 2-4-8 0-11-0

0-1-8

0-1-8

1-8-

0

0-1-

8

1-8-

0

Plate Offsets (X,Y)-- [7:0-3-0,0-0-0], [13:0-3-0,Edge], [15:0-5-4,Edge], [17:0-1-8,0-0-8], [23:0-1-8,Edge], [24:0-3-0,Edge], [27:0-1-8,0-0-8], [28:0-1-8,0-0-8], [29:0-1-8,0-0-8]


40.010.0

0.05.0


2-0-01.001.00NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.740.590.92


in-0.19-0.22-0.04

(loc)23-2424-26

19

l/defl>999>999

n/a

L/d360240n/a

PLATESMT20MT20HS


GRIP244/190187/143


1-4: 2x4 SP No.2(flat)BOT CHORD 2x4 SP No.2(flat)WEBS 2x4 SP No.3(flat) *Except*

12-21,15-17,13-18: 2x4 SP No.2(flat)



REACTIONS. (size) 27=0-7-4, 19=0-6-0Max Uplift 27=-136(LC 4)Max Grav 27=985(LC 3), 19=3588(LC 1)


7-8=-2998/2194, 8-10=-1398/4118, 10-12=-1398/4118, 12-13=0/6467, 13-14=0/5011, 14-15=0/5011

BOT CHORD 26-27=-314/1603, 24-26=-1374/3087, 23-24=-2152/3026, 21-23=-3082/2466, 19-21=-5317/0, 18-19=-6362/0, 17-18=-2127/0

WEBS 6-24=-149/614, 7-23=-926/0, 13-19=-2090/0, 2-27=-1810/357, 2-26=-489/1164, 5-26=-531/721, 5-24=-1204/263, 12-19=-2771/0, 12-21=0/2481, 10-21=-317/0, 8-21=-1839/0, 8-23=0/1766, 15-17=0/2467, 15-18=-3296/0, 14-18=-268/0, 13-18=0/2307

NOTES-1) Unbalanced floor live loads have been considered for this design.2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated.4) Bearing at joint(s) 27 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)

27=136.6) 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.7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.




Continued on page 2

FASTEN TRUSS TO BEARING FORTHE UPLIFT REACTION SHOWNWHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

FT06

Truss Type

Floor

Qty

1

Ply

1

Tortola lot 202


T21407518

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:15 2020 Page 2 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-YPVZnGIGMJmz5gwbXYlb9W05uqUR4GHWbhmDJoya7qg


Vert: 16=-10002) Dead: Lumber Increase=1.00, Plate Increase=1.00



3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)


Vert: 16=-2734) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00



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


Vert: 16=-2736) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00



7) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)

Vert: 17-27=-10, 1-7=-100, 7-13=-20, 13-16=-150Concentrated Loads (lb)

Vert: 16=-10008) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00



9) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)

Vert: 17-27=-10, 1-7=-100, 7-13=-20, 13-16=-150Concentrated Loads (lb)

Vert: 16=-100010) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00



paul

LogistX Logo





Job

776860

Truss

FT07

Truss Type

Floor Supported Gable

Qty

1

Ply

1

Tortola lot 202


T21407519

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:15 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-YPVZnGIGMJmz5gwbXYlb9W0FPqdY4UAWbhmDJoya7qg

Scale = 1:11.21 2 3

6 5 4

3x4 3x4

3x6 3x4

3x4

2x4

2-4-02-4-0

1-8-

0

1-8-

0



40.010.0

0.05.0


2-0-01.001.00YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-P

0.070.010.03


inn/an/a

0.00

(loc) - - 4

l/defln/an/an/a

L/d999999n/a

PLATESMT20


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)



REACTIONS. (size) 6=2-4-0, 4=2-4-0, 5=2-4-0Max Grav 6=54(LC 1), 4=31(LC 1), 5=145(LC 1)


NOTES-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) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.



September 25,2020

paul

LogistX Logo





Job

776860

Truss

G01

Truss Type

HIP GIRDER

Qty

1

Ply

2

Tortola lot 202


T21407520

8.420 s Sep 14 2020 MiTek Industries, Inc. Fri Sep 25 11:06:46 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-q2jXkvm?R6wgYg?AG8Q1LNfKyLceLK3q?PltSzya7Bt

Scale: 3/8"=1'

1

2

3 4

5

6

98

7

20 21

22

2x4

5x8 5x6

2x4 2x4

7x8

3x4 2x4

2x4 3x4

7x8 0-2-00-2-0

2-4-02-4-0

7-0-04-8-0

11-10-04-10-0

16-6-04-8-0

18-10-02-4-0

2-4-02-4-0

7-0-04-8-0

11-10-04-10-0

16-6-04-8-0

18-10-02-4-0

0-4-

3

3-10

-3

0-4-

3

0-8-

0

3-10

-3

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.550.630.19


in0.22

-0.290.20

(loc)7-199-16

6

l/defl>999>761

n/a

L/d240180n/a

PLATESMT20


GRIP244/190

LUMBER-TOP CHORD 2x6 SP 2400F 2.0E *Except*

3-4: 2x4 SP No.2BOT CHORD 2x4 SP No.2 *Except*

2-11,5-12: 2x4 SP No.3, 2-8,5-8: 2x4 SP M 30WEBS 2x4 SP No.3




4-5=-4246/2383, 5-6=-852/476BOT CHORD 2-9=-2052/3974, 8-9=-2073/4024, 8-22=-2073/4024, 7-22=-2073/4024, 5-7=-2054/3890WEBS 3-9=-416/998, 4-7=-420/1019




3) Unbalanced roof live loads have been considered for this design.4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=78ft; L=50ft; eave=6ft; Cat.


will fit between the bottom chord and any other members.8) Bearing at joint(s) 1, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify

capacity of bearing surface.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1026 lb uplift at joint 1 and 1033 lb uplift

at joint 6.10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 352 lb down and 361 lb up at

7-0-0, 235 lb down and 204 lb up at 9-0-12, and 235 lb down and 204 lb up at 9-9-4, and 352 lb down and 361 lb up at 11-10-0 ontop chord, and 650 lb down and 385 lb up at 7-0-0, 99 lb down and 41 lb up at 9-0-12, and 99 lb down and 41 lb up at 9-9-4, and650 lb down and 385 lb up at 11-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility ofothers.

LOAD CASE(S) StandardContinued on page 2


September 25,2020

paul

LogistX Logo





Job

776860

Truss

G01

Truss Type

HIP GIRDER

Qty

1

Ply

2

Tortola lot 202


T21407520

8.420 s Sep 14 2020 MiTek Industries, Inc. Fri Sep 25 11:06:46 2020 Page 2 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-q2jXkvm?R6wgYg?AG8Q1LNfKyLceLK3q?PltSzya7Bt


Uniform Loads (plf)Vert: 1-2=-96, 2-15=-96, 3-15=-74, 3-4=-74, 4-5=-74, 5-6=-96, 14-17=-20

Concentrated Loads (lb)Vert: 3=-135(B) 4=-135(B) 8=-95(B) 9=-636(B) 7=-636(B) 20=-135(B) 21=-135(B) 22=-95(B)

paul

LogistX Logo





Job

776860

Truss

G02

Truss Type

HIP

Qty

1

Ply

1

Tortola lot 202


T21407521

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:17 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-UocKBxJWuw1hL_4_ezn4Ex5VGe8oYMjp3?FKNhya7qe

Scale = 1:38.6

12

3

4

5

6

17 18

2x4

5x10 MT20HS

2x4 7x6 7x6

2x4

2x4 2x4 0-2-0 0-2-0

1-8-01-8-0

2-2-00-6-0

2-4-0

0-2-0

9-0-06-8-0

9-5-00-5-0

9-10-0

0-5-0

16-6-06-8-0

16-8-00-2-0

17-2-0

0-6-0

18-10-01-8-0

1-8-01-8-0

2-4-00-8-0

9-0-06-8-0

9-5-00-5-0

9-10-0

0-5-0

16-6-06-8-0

17-2-00-8-0

18-10-01-8-0

0-4-

3

4-10

-3

0-4-

3

0-8-

0

6.00 12

Plate Offsets (X,Y)-- [2:0-3-0,0-4-7], [4:0-3-0,0-4-7]


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.430.730.15


in0.29

-0.430.23

(loc)6-136-13

5

l/defl>776>520

n/a

L/d240180n/a

PLATESMT20MT20HS


GRIP244/190187/143

LUMBER-TOP CHORD 2x6 SP 2400F 2.0EBOT CHORD 2x4 SP No.2 *Except*

2-4: 2x4 SP M 30WEBS 2x4 SP No.3



FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-460/300, 2-3=-1401/904, 3-4=-1402/909, 4-5=-385/279BOT CHORD 2-6=-621/1254, 4-6=-621/1254WEBS 3-6=-32/405



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



1=380, 5=387.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

G03

Truss Type

ROOF SPECIAL

Qty

1

Ply

1

Tortola lot 202


T21407522

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:18 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-y_AiPHK8fE9Yy7fAChIJn8eg02U5HpzyIf_tw7ya7qd

Scale = 1:32.6

1

2

3

4

5

76

18

1920

21

2x4

5x8

2x4 2x4

4x6 7x8 2x4

2x4 7x8 0-2-0

0-2-0

1-5-41-5-4

2-4-00-10-12

9-5-07-1-0

16-6-07-1-0

17-4-120-10-12

18-10-01-5-4

1-5-41-5-4

2-4-00-10-12

5-10-83-6-8

9-5-03-6-8

12-11-83-6-8

16-6-03-6-8

17-4-120-10-12

18-10-01-5-4

0-4-

3

5-0-

11

0-4-

3

0-8-

0

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.430.660.15


in0.29

-0.430.23

(loc)6-176-17

5

l/defl>765>514

n/a

L/d240180n/a

PLATESMT20


GRIP244/190

LUMBER-TOP CHORD 2x6 SP 2400F 2.0EBOT CHORD 2x4 SP No.2 *Except*

4-7,2-7: 2x4 SP M 30WEBS 2x4 SP No.3



FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-464/270, 2-3=-1373/852, 3-4=-1374/852, 4-5=-385/273BOT CHORD 2-6=-561/1222, 4-6=-561/1222WEBS 3-6=-25/407






1=380, 5=387.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

G04

Truss Type

Common

Qty

4

Ply

1

Tortola lot 202


T21407523

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:19 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-QBk4cdLmQXHPaHEMmOpYKMAn_Smo0D_6WJkRSaya7qc

Scale = 1:32.5

1

2

3

4

5

6

7

1415

1617

4x4

4x4

5x8

2x4 2x4

4x4

9-5-09-5-0

18-10-09-5-0

6-10-76-10-7

9-5-02-6-9

11-11-92-6-9

18-10-06-10-7

19-10-01-0-0

0-4-

3

5-0-

11

0-4-

3

6.00 12

Plate Offsets (X,Y)-- [7:0-4-0,0-3-0]


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.670.950.36


in0.17

-0.340.03

(loc)7-107-10

5

l/defl>999>656

n/a

L/d240180n/a

PLATESMT20


GRIP244/190










September 25,2020

paul

LogistX Logo





Job

776860

Truss

G05

Truss Type

Roof Special

Qty

1

Ply

1

Tortola lot 202


T21407524

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:20 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-uNISqzMOBrPGCRoZK6LnsZjzmr7JlauFlzT__0ya7qb

Scale = 1:33.0

1

2

3

4

5

6

7

8

14 13

12 11

10 9

2122

23

3x4 2x4

2x4

7x6

2x4 4x4

5x6

4x4

5x8

4x8

5x8

7x6

2x4

2-5-42-5-4

4-4-01-10-12

7-10-03-6-0

9-5-01-7-0

18-10-09-5-0

2-5-42-5-4

4-4-01-10-12

7-10-03-6-0

9-5-01-7-0

11-11-92-6-9

18-10-06-10-7

19-10-01-0-0

0-4-

3

5-0-

11

0-4-

3 1-4-

0

6.00 12

Plate Offsets (X,Y)-- [11:0-5-8,0-3-0], [12:0-2-8,0-2-12]


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.610.870.77


in0.21

-0.440.17

(loc)11-12

9-207

l/defl>999>517

n/a

L/d240180n/a

PLATESMT20


GRIP244/190


3-13,4-10: 2x4 SP No.3WEBS 2x4 SP No.3




6-7=-1384/879BOT CHORD 1-14=-906/1584, 11-12=-735/1685, 4-11=-697/584, 7-9=-632/1181WEBS 2-14=-1008/612, 12-14=-912/1614, 2-12=-884/1808, 4-12=-1305/2177, 9-11=-412/1239,

5-11=-921/1704, 5-9=-397/153, 6-9=-506/500





1=394, 7=487.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

H01

Truss Type

Roof Special Girder

Qty

1

Ply

1

Tortola lot 202


T21407525

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:21 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-NZsq1JN1y9X7qbNltps0PnGAHFSoU3aO_dDYWSya7qa

Scale = 1:28.7

1

2

3

4 5

67

8

12 11 10 9

19 20

21 22

4x4

4x12 4x10

3x4 3x4

3x4 2x4 5x8

2x4

2x4

3-10-03-10-0

6-0-02-2-0

9-10-03-10-0

13-8-03-10-0

15-4-01-8-0

-1-0-01-0-0

3-10-03-10-0

6-0-02-2-0

9-10-03-10-0

13-8-03-10-0

15-4-01-8-0

16-4-01-0-0

0-4-

31-2-

3

2-3-

3

0-4-

3 1-2-

3

6.00 12

Plate Offsets (X,Y)-- [6:0-7-12,0-1-12], [7:0-4-0,0-0-4]


20.017.0

0.0 *10.0


2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.490.910.61


in0.21

-0.320.04

(loc)10-1110-11

7

l/defl>872>572

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=-1267/556, 3-4=-1229/565, 4-5=-2905/1299, 5-6=-2905/1299, 6-7=-1603/609BOT CHORD 2-12=-374/1106, 11-12=-1229/2896, 10-11=-1223/2901, 9-10=-456/1462, 7-9=-461/1440WEBS 3-12=-342/851, 4-12=-1979/924, 4-10=-147/391, 5-10=-292/224, 6-10=-762/1605





7-7-4, 90 lb down and 35 lb up at 9-7-4, and 90 lb down and 35 lb up at 11-7-4, and 251 lb down and 100 lb up at 13-8-0 on topchord, and 14 lb down and 17 lb up at 7-7-4, 13 lb down at 9-7-4, and 13 lb down at 11-7-4, and 75 lb down at 13-7-4 on bottomchord. The design/selection of such connection device(s) is the responsibility of others.



Uniform Loads (plf)Vert: 1-3=-74, 3-4=-74, 4-6=-74, 6-8=-74, 13-16=-20

Concentrated Loads (lb)Vert: 10=-2(F) 9=-3(F) 21=-8(F) 22=-2(F)


September 25,2020

paul

LogistX Logo





Job

776860

Truss

H02

Truss Type

Hip

Qty

1

Ply

1

Tortola lot 202


T21407526

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:22 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-rmQDFfNfiSf_RlyxRWNFx_oJffscDYYYCHy53uya7qZ

Scale = 1:28.7

1

2

3 4 5

6

7

8

9

17 1615

1413

12

1110

24 25

4x8 4x6

3x4 2x4

4x6

3x4

4x4 3x4

4x4

4x8 7x8

3x10 MT20HS

3x8

0-2-0 0-2-0

3-8-03-8-0

6-0-02-4-0

11-8-05-8-0

12-8-01-0-0

15-4-02-8-0

-1-0-01-0-0

3-8-03-8-0

6-0-02-4-0

11-8-05-8-0

12-8-01-0-0

15-4-02-8-0

16-4-01-0-0

0-4-

3

2-2-

3

0-4-

3

0-8-

0

2-2-

3

6.00 12

Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [14:0-6-4,0-2-4]


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.580.680.50


in0.12

-0.220.09

(loc)15

13-148

l/defl>999>854

n/a

L/d240180n/a

PLATESMT20MT20HS


GRIP244/190187/143




10-0-0 oc bracing: 14-16, 10-12



7-8=-1313/945BOT CHORD 2-17=-638/1074, 16-17=-215/250, 4-14=-242/279, 13-14=-1478/2311, 12-13=-1346/2152,

10-12=-265/440, 6-12=-236/291, 8-10=-717/1108WEBS 14-17=-437/868, 3-14=-778/1194, 4-13=-644/480, 5-13=-214/549, 6-13=-396/347,

7-12=-820/1315, 7-10=-684/467


II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 10-8-14, Interior(1) 10-8-14 to 11-8-0, Exterior(2)11-8-0 to 16-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60



2=407, 8=405.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

H03

Truss Type

Hip

Qty

1

Ply

1

Tortola lot 202


T21407527

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:23 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-Jy_bS?OHTmnr3vX8?EuUUCLYA3Coy_YhRxiebLya7qY

Scale = 1:28.7

1

2

3

4 5

6

7

8

9

17 1615

1413

12

1110

2425

4x4

3x4

3x6

4x4 3x4

4x8

4x6

2x4

3x10 MT20HS

3x10

3x4

3x4

4x8

0-2-00-4-0

2-11-82-11-8

6-0-03-0-8

9-8-03-8-0

12-8-03-0-0

15-4-02-8-0

-1-0-01-0-0

2-11-82-11-8

5-8-02-8-8

6-0-00-4-0

9-8-03-8-0

12-8-03-0-0

15-4-02-8-0

16-4-01-0-0

0-4-

3

3-2-

3

0-4-

3

0-8-

0

3-2-

3

6.00 12

Plate Offsets (X,Y)-- [4:0-2-8,0-2-0], [14:0-5-8,0-2-4]


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.340.690.52


in0.10

-0.150.08

(loc)1111

8

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20MT20HS


GRIP244/190187/143



10-0-0 oc bracing: 10-12, 14-16



7-8=-1309/939BOT CHORD 2-17=-702/1176, 13-14=-601/1207, 12-13=-1500/2302, 10-12=-243/438, 6-12=-201/434,

8-10=-707/1102, 4-14=-172/363WEBS 5-13=-118/323, 6-13=-1167/917, 7-12=-840/1355, 7-10=-677/419, 3-17=-255/212,

14-17=-617/1052





2=406, 8=405.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

H04

Truss Type

Roof Special

Qty

3

Ply

1

Tortola lot 202


T21407528

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:23 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-Jy_bS?OHTmnr3vX8?EuUUCLVw3BYyuQhRxiebLya7qY

Scale = 1:28.0

1

2

3

4

5

6

7

8

16 1514

1312

11

109

23

24

25

26

3x4

4x6

2x4

3x4

5x6

3x6

3x4

3x4

3x4

4x8 4x8

3x8 MT20HS

3x10

0-2-00-2-0

3-3-43-3-4

6-0-02-8-12

7-8-01-8-0

12-8-05-0-0

15-4-02-8-0

3-3-43-3-4

6-0-02-8-12

7-8-01-8-0

12-8-05-0-0

15-4-02-8-0

16-4-01-0-0

0-4-

3

4-2-

3

0-4-

3

0-8-

0

6.00 12

Plate Offsets (X,Y)-- [11:0-3-0,0-1-8], [13:0-5-12,0-2-0]


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.550.770.91


in0.14

-0.220.10

(loc)10

11-127

l/defl>999>834

n/a

L/d240180n/a

PLATESMT20MT20HS


GRIP244/190187/143




10-0-0 oc bracing: 13-15, 9-11



6-7=-1297/822BOT CHORD 1-16=-711/1201, 3-13=-205/307, 12-13=-575/1200, 11-12=-1706/2516, 9-11=-173/414,

5-11=-120/463, 7-9=-628/1087WEBS 13-16=-651/1065, 3-12=-408/329, 4-12=-347/596, 5-12=-1667/1320, 6-11=-829/1389,

6-9=-624/277



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


1=316, 7=409.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

H05

Truss Type

Common

Qty

1

Ply

1

Tortola lot 202


T21407529

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:24 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-n8YzfKPvE4vhh26KZxPj0PuaGTV2hXZrgbRC7nya7qX

Scale = 1:27.4

1

2

3

4

5

12

13

14

15

3x8 3x8

2x4

5x6

7-8-07-8-0

15-4-07-8-0

7-8-07-8-0

15-4-07-8-0

16-4-01-0-0

0-4-

3

4-2-

3

0-4-

3

6.00 12

Plate Offsets (X,Y)-- [1:0-8-0,0-0-10], [3:0-8-0,0-0-10]


20.017.0

0.0 *10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.960.810.15


in0.17

-0.260.02

(loc)5-85-8

3

l/defl>999>708

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 1-2=-1044/702, 2-3=-1045/673BOT CHORD 1-5=-404/834, 3-5=-404/834WEBS 2-5=-54/387






September 25,2020

paul

LogistX Logo





Job

776860

Truss

H06

Truss Type

Roof Special Girder

Qty

1

Ply

1

Tortola lot 202


T21407530

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:25 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-FL5LtgQX?N1YIChW6fwyZdQp6sqvQrZ_vFBlfDya7qW

Scale = 1:27.1

1 2 3

4

5

9

8 7 612 13 14 15 16 17

5x10 MT20HS

7x8

6x10 MT20HS

6x10 MT20HS10x10

2x4

7x6

4x6

3x10

4-2-104-2-10

8-5-44-2-10

10-11-102-6-6

15-4-04-4-6

4-2-104-2-10

8-5-44-2-10

10-11-102-6-6

15-4-04-4-6

3-9-

9

0-4-

3

3-9-

9

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.700.840.74


in0.15

-0.230.05

(loc)7-87-8

5

l/defl>999>801

n/a

L/d240180n/a

PLATESMT20MT20HS


GRIP244/190187/143


3-5: 2x4 SP M 30BOT CHORD 2x6 SP 2400F 2.0EWEBS 2x4 SP No.2 *Except*

1-9: 2x6 SP No.2, 1-8,3-8: 2x4 SP M 30, 4-7,4-6: 2x4 SP No.3




FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-9=-3431/1688, 1-2=-4017/1941, 2-3=-4017/1941, 3-4=-5427/2572, 4-5=-7194/3341BOT CHORD 8-9=-111/261, 7-8=-2170/4933, 6-7=-2909/6412, 5-6=-2909/6412WEBS 1-8=-2459/5096, 2-8=-315/277, 3-8=-1188/579, 3-7=-1361/2945, 4-7=-2053/1020,

4-6=-783/1792


II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.602) Provide adequate drainage to prevent water ponding.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



0-11-4, 974 lb down and 483 lb up at 2-11-4, 974 lb down and 483 lb up at 4-11-4, 974 lb down and 483 lb up at 6-11-4, 981 lbdown and 467 lb up at 8-11-4, and 981 lb down and 467 lb up at 10-11-4, and 981 lb down and 467 lb up at 12-11-4 on bottomchord. The design/selection of such connection device(s) is the responsibility of others.




Concentrated Loads (lb)Vert: 6=-981(B) 12=-977(B) 13=-974(B) 14=-974(B) 15=-974(B) 16=-981(B) 17=-981(B)


September 25,2020

paul

LogistX Logo





Job

776860

Truss

HJ1

Truss Type

Diagonal Hip Girder

Qty

2

Ply

1

Tortola lot 202


T21407531

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:25 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-FL5LtgQX?N1YIChW6fwyZdQsfs0mQ06_vFBlfDya7qW

Scale = 1:6.9

1

2

3

4

4x4

1-4-41-4-4

-1-5-01-5-0

1-4-41-4-4

0-4-

3

0-9-

14

0-9-

6

0-5-

11

0-9-

14

4.24 12



20.017.0

0.0 *10.0


2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.470.080.00


in0.000.000.00

(loc)752

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190









2=218.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

HJ2

Truss Type

Diagonal Hip Girder

Qty

1

Ply

1

Tortola lot 202


T21407532

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:26 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-jXfj40Q9mh9PwMGjgMSB6qz6?GMs9TM87vwJCgya7qV

Scale = 1:8.6

1

2

8

3

9 4

2x4

2-3-92-3-9

-1-5-01-5-0

2-3-92-3-9

0-4-

3

1-1-

14

1-1-

6

0-9-

11

1-1-

14

4.24 12

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


20.017.0

0.0 *10.0


2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.170.090.00


in-0.01-0.010.00

(loc)7

4-72

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190






II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.602) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry

Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.3) Gable studs spaced at 2-0-0 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


2=203.8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 22 lb up at

1-6-1, and 81 lb down and 22 lb up at 1-6-1 on top chord, and 25 lb down and 5 lb up at 1-6-1, and 25 lb down and 5 lb up at 1-6-1on bottom chord. The design/selection of such connection device(s) is the responsibility of others.





September 25,2020

paul

LogistX Logo





Job

776860

Truss

HJ3

Truss Type

Diagonal Hip Girder

Qty

2

Ply

1

Tortola lot 202


T21407533

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:27 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-BjD5IMRnX?HGYWrvE4zQe2WFOgg8uvcHMYgsk6ya7qU

Scale: 1"=1'

1

2

8

3

9 4

2x4

4-2-34-2-3

-1-5-01-5-0

2-3-102-3-10

4-2-31-10-8

0-4-

3

1-9-

14

0-4-

4

1-5-

10 1-9-

14

4.24 12


20.017.0

0.0 *10.0


2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.260.210.00


in-0.02-0.040.00

(loc)4-74-7

2

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190






II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.602) 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


2=215.6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 26 lb up at

1-6-1, and 103 lb down and 26 lb up at 1-6-1 on top chord, and 25 lb down and 5 lb up at 1-6-1, and 25 lb down and 5 lb up at 1-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.





September 25,2020

paul

LogistX Logo





Job

776860

Truss

HJ5

Truss Type

Diagonal Hip Girder

Qty

2

Ply

1

Tortola lot 202


T21407534

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:28 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-fwnUViSQIIP79gQ5onUfBF2GE4v8dMsQbCPPGYya7qT

Scale = 1:16.7

1

2

8

9

3

10 11 4

3x4

7-0-27-0-2

-1-5-01-5-0

3-8-103-8-10

7-0-23-3-8

0-4-

3

2-9-

14

0-4-

4

2-5-

11 2-9-

14

4.24 12


20.017.0

0.0 *10.0


2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.960.680.00


in0.16

-0.280.01

(loc)4-74-7

2

l/defl>530>295

n/a

L/d240180n/a

PLATESMT20


GRIP244/190









1-6-1, 103 lb down and 26 lb up at 1-6-1, and 152 lb down and 99 lb up at 4-4-0, and 152 lb down and 99 lb up at 4-4-0 on topchord, and 25 lb down and 5 lb up at 1-6-1, 25 lb down and 5 lb up at 1-6-1, and 21 lb down at 4-4-0, and 21 lb down at 4-4-0 onbottom chord. The design/selection of such connection device(s) is the responsibility of others.




Concentrated Loads (lb)Vert: 11=-21(F=-11, B=-11)


September 25,2020

paul

LogistX Logo





Job

776860

Truss

HJ5A

Truss Type

Diagonal Hip Girder

Qty

1

Ply

1

Tortola lot 202


T21407535

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:28 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-fwnUViSQIIP79gQ5onUfBF2GE4v8dMsQbCPPGYya7qT

Scale = 1:16.7

1

2

8

9

3

10 11 4

3x4

7-0-27-0-2

-1-5-01-5-0

3-8-103-8-10

7-0-23-3-8

0-4-

3

2-9-

14

0-4-

4

2-5-

11 2-9-

14

4.24 12


20.017.0

0.0 *10.0


2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.960.680.00


in0.16

-0.280.01

(loc)4-74-7

2

l/defl>530>295

n/a

L/d240180n/a

PLATESMT20


GRIP244/190









1-6-1, 103 lb down and 26 lb up at 1-6-1, and 152 lb down and 99 lb up at 4-4-0, and 152 lb down and 99 lb up at 4-4-0 on topchord, and 25 lb down and 5 lb up at 1-6-1, 25 lb down and 5 lb up at 1-6-1, and 21 lb down at 4-4-0, and 21 lb down at 4-4-0 onbottom chord. The design/selection of such connection device(s) is the responsibility of others.




Concentrated Loads (lb)Vert: 11=-21(F=-11, B=-11)


September 25,2020

paul

LogistX Logo





Job

776860

Truss

HJ7A

Truss Type

Diagonal Hip Girder

Qty

2

Ply

1

Tortola lot 202


T21407536

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:29 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-86Lsj2T23cX_nq_HLV?ujTbXZUGwMiBaps9zp_ya7qS

Scale = 1:21.5

1

2

3

76

11

12

13

4

14 15 16 5

2x4

3x4

2x4 3x4

5-1-155-1-15

9-10-54-8-5

9-10-130-0-8

-1-5-01-5-0

5-1-155-1-15

9-10-134-8-13

0-4-

3

3-10

-3

3-5-

15 3-10

-3

4.24 12


20.017.0

0.0 *10.0


2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.540.580.51


in-0.03-0.090.01

(loc)6-76-7

5

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=-1142/319BOT CHORD 2-7=-452/1008, 6-7=-452/1008WEBS 3-7=0/315, 3-6=-1093/490




4=152, 2=325, 5=151.6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 26 lb up at

1-6-1, 103 lb down and 26 lb up at 1-6-1, 152 lb down and 99 lb up at 4-4-0, 152 lb down and 99 lb up at 4-4-0, and 211 lb downand 170 lb up at 7-1-15, and 211 lb down and 170 lb up at 7-1-15 on top chord, and 25 lb down and 5 lb up at 1-6-1, 25 lb downand 5 lb up at 1-6-1, 21 lb down at 4-4-0, 21 lb down at 4-4-0, and 49 lb down at 7-1-15, and 49 lb down at 7-1-15 on bottomchord. The design/selection of such connection device(s) is the responsibility of others.




Concentrated Loads (lb)Vert: 13=-102(F=-51, B=-51) 15=-21(F=-11, B=-11) 16=-82(F=-41, B=-41)


September 25,2020

paul

LogistX Logo





Job

776860

Truss

HJ7A1

Truss Type

Diagonal Hip Girder

Qty

1

Ply

1

Tortola lot 202


T21407537

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:30 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-cIvEwOTgqwfrPzZUvCW7Gg8jAten5Bxj2WuWLRya7qR

Scale = 1:22.6

1

2

3

7

6

11

12

13

4

14 15 16

53x4

3x4

2x4

3x4

0-3-8

5-10-55-10-5

9-4-73-6-1

9-10-10-5-10

-1-5-01-5-0

5-10-55-10-5

9-10-13-11-11

0-4-

3

3-9-

14

0-4-

4

3-5-

11

3-9-

14

4.24 12


20.017.0

0.0 *10.0


2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.480.470.35


in0.10

-0.09-0.01

(loc)7-107-10

5

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20


GRIP244/190



REACTIONS. All bearings Mechanical except (jt=length) 2=0-10-15, 6=0-11-5.(lb) - Max Horz 2=264(LC 8)

Max Uplift All uplift 100 lb or less at joint(s) except 4=-108(LC 8), 2=-529(LC 8), 5=-303(LC 3), 6=-516(LC 8)Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 2=646(LC 28), 6=743(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-961/549BOT CHORD 2-7=-662/826, 6-7=-662/826WEBS 3-7=-169/271, 3-6=-952/764


II; Exp D; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.602) 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 108 lb uplift at joint 4, 529 lb uplift at

joint 2, 303 lb uplift at joint 5 and 516 lb uplift at joint 6.6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 26 lb up at

1-6-1, 103 lb down and 26 lb up at 1-6-1, 152 lb down and 99 lb up at 4-4-0, 152 lb down and 99 lb up at 4-4-0, and 211 lb downand 170 lb up at 7-1-15, and 211 lb down and 170 lb up at 7-1-15 on top chord, and 89 lb down and 5 lb up at 1-6-1, 89 lb downand 5 lb up at 1-6-1, 85 lb down at 4-4-0, 85 lb down at 4-4-0, and 113 lb down at 7-1-15, and 113 lb down at 7-1-15 on bottomchord. The design/selection of such connection device(s) is the responsibility of others.






September 25,2020

paul

LogistX Logo





Job

776860

Truss

HJ7D

Truss Type

Diagonal Hip Girder

Qty

1

Ply

1

Tortola lot 202


T21407538

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:31 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-4UTc8kUIbDni078gTv1MpugvhHz_qevtHAe3ttya7qQ

Scale = 1:20.8

1

2

3

76

11

12

13

4

14 15 16

52x4

3x4

2x4

3x4

0-3-8

5-5-45-5-4

9-5-134-0-9

-1-5-01-5-0

5-5-45-5-4

9-5-134-0-9

0-4-

3

3-8-

6

0-4-

4

3-4-

3 3-8-

6

4.24 12


20.017.0

0.0 *10.0


2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.430.480.36


in-0.04-0.060.01

(loc)7-107-10

5

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=-1026/340BOT CHORD 2-7=-450/889, 6-7=-450/889WEBS 3-7=0/315, 3-6=-1003/508


II; Exp D; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.602) 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 133 lb uplift at joint 4, 338 lb uplift at

joint 2 and 204 lb uplift at joint 5.6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 26 lb up at

1-6-1, 103 lb down and 26 lb up at 1-6-1, 156 lb down and 108 lb up at 4-4-0, 152 lb down and 99 lb up at 4-4-0, and 213 lb downand 176 lb up at 7-1-15, and 211 lb down and 170 lb up at 7-1-15 on top chord, and 25 lb down and 5 lb up at 1-6-1, 25 lb downand 5 lb up at 1-6-1, 26 lb down and 23 lb up at 4-4-0, 21 lb down at 4-4-0, and 52 lb down and 33 lb up at 7-1-15, and 49 lb downat 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.






September 25,2020

paul

LogistX Logo





Job

776860

Truss

HJ7G

Truss Type

Diagonal Hip Girder

Qty

2

Ply

1

Tortola lot 202


T21407539

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:32 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-Yh0_L4VwMXvZeHjs0dYbL5D0mhD6Z6t0WqNdPJya7qP

Scale = 1:22.7

1

2

3

4

1110

98

7

15

16

5

17

18 19

6

2x4

10x10 3x8

3x4

2x4 3x4

0-3-8

0-2-0

1-11-121-11-12

3-2-141-3-2

6-9-153-7-1

9-10-13-0-2

-1-5-01-5-0

1-11-121-11-12

3-2-141-3-2

6-9-153-7-1

9-10-13-0-2

0-4-

3

3-9-

14

0-4-

4

3-5-

11

3-1-

14

0-8-

0

4.24 12

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


20.017.0

0.0 *10.0


2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MS

0.670.870.32


in0.22

-0.300.07

(loc)1010

6

l/defl>523>393

n/a

L/d240180n/a

PLATESMT20


GRIP244/190


3-6: 2x4 SP M 30WEBS 2x4 SP No.3



FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 3-13=-1333/417, 3-4=-1230/509BOT CHORD 2-11=-555/1163, 9-11=-179/462, 3-9=-375/609, 8-9=-604/1112, 7-8=-604/1112WEBS 4-8=-224/588, 4-7=-1333/724, 3-11=-756/375



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 80 lb uplift at joint 5, 368 lb uplift at joint

2 and 316 lb uplift at joint 6.6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 26 lb up at

1-6-1, 103 lb down and 26 lb up at 1-6-1, 144 lb down and 77 lb up at 4-4-0, 144 lb down and 77 lb up at 4-4-0, and 200 lb downand 149 lb up at 7-1-15, and 200 lb down and 149 lb up at 7-1-15 on top chord, and 25 lb down and 5 lb up at 1-9-1, 25 lb downand 5 lb up at 1-9-1, 36 lb down and 34 lb up at 4-4-0, 36 lb down and 34 lb up at 4-4-0, and 64 lb down and 49 lb up at 7-1-15,and 64 lb down and 49 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility ofothers.






September 25,2020

paul

LogistX Logo





Job

776860

Truss

K01

Truss Type

Hip Girder

Qty

1

Ply

1

Tortola lot 202


T21407540

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:33 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-0taNYPWY7r2QGRI3aK4quJlIi5j8IdK9kU7Aymya7qO

Scale = 1:16.3

1

2

3 4

5

7 6

4x8 4x4

2x4

2x4

2x4 3x4

3-0-03-0-0

4-8-01-8-0

7-8-03-0-0

-1-0-01-0-0

3-0-03-0-0

4-8-01-8-0

7-8-03-0-0

0-4-

3

1-10

-3

0-4-

3

1-10

-3

6.00 12

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


20.017.0

0.0 *10.0


2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-MP

0.140.240.05


in0.01

-0.020.01

(loc)7

6-105

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=-737/250, 3-4=-656/262, 4-5=-740/259BOT CHORD 2-7=-192/654, 6-7=-190/666, 5-6=-198/646



will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 lb uplift at joint 5 and 274 lb uplift at

joint 2.7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 299 lb down and 218 lb up at

3-0-0, and 299 lb down and 218 lb up at 4-8-0 on top chord, and 83 lb down at 3-0-0, and 83 lb down at 4-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.




Concentrated Loads (lb)Vert: 3=-30(F) 4=-30(F) 7=-44(F) 6=-44(F)


September 25,2020

paul

LogistX Logo





Job

776860

Truss

PB01

Truss Type

Piggyback

Qty

1

Ply

1

Tortola lot 202


T21407541

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:33 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-0taNYPWY7r2QGRI3aK4quJlDl5i7IbY9kU7Aymya7qO

Scale = 1:21.7

1

2

3 4 5

7 6

8

3x4 3x4

3x4 2x4 3x6

12-4-512-4-5

1-8-51-8-5

12-4-510-8-0

0-4-

3

0-10

-3

0-1-

10

0-8-

8

0-1-

10

6.00 12

Plate Offsets (X,Y)-- [3:0-2-0,0-2-8]


20.07.00.0 *

10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.460.300.16


in0.010.01

-0.00

(loc)116

l/defln/rn/rn/a

L/d120120n/a

PLATESMT20


GRIP244/190




REACTIONS. (size) 8=11-1-4, 2=11-1-4, 6=11-1-4, 7=11-1-4Max Horz 2=50(LC 12)Max Uplift 2=-160(LC 12), 6=-94(LC 9), 7=-246(LC 9)Max Grav 2=228(LC 1), 6=169(LC 1), 7=469(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-265/325, 3-4=-220/270, 4-5=-220/270BOT CHORD 2-7=-270/220, 6-7=-270/220WEBS 4-7=-335/551


II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-4-3 to 1-8-5, Exterior(2) 1-8-5 to 12-2-9 zone;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60

3) Provide adequate drainage to prevent water ponding.4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide

will fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint 2, 94 lb uplift at joint

6 and 246 lb uplift at joint 7.8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building

designer.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

PB02

Truss Type

Piggyback

Qty

1

Ply

1

Tortola lot 202


T21407542

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:34 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-U38lmlXBu8AHtbtF82b3QWIOMV3L12_Jz8tkUCya7qN

Scale = 1:21.7

1

2

3 4 5 6

9 8 7

10

3x4 3x4

4x4 4x4 2x4

2x4

2x4

2x4

12-4-512-4-5

3-8-53-8-5

12-4-58-8-0

0-4-

3

1-10

-3

0-1-

10

1-8-

8

0-1-

10

6.00 12

Plate Offsets (X,Y)-- [3:0-2-0,0-2-8]


20.07.00.0 *

10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.470.240.15


in0.000.010.01

(loc)11

10

l/defln/rn/rn/a

L/d120120n/a

PLATESMT20


GRIP244/190




REACTIONS. All bearings 11-1-4.(lb) - Max Horz 2=111(LC 12)

Max Uplift All uplift 100 lb or less at joint(s) 7, 8 except 2=-147(LC 12), 9=-221(LC 12)Max Grav All reactions 250 lb or less at joint(s) 2, 7, 8 except 9=394(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 4-9=-270/511




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) 7, 8 except (jt=lb)

2=147, 9=221.8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building

designer.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

PB03

Truss Type

Piggyback

Qty

1

Ply

1

Tortola lot 202


T21407543

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:35 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-yGi7z5XpfSI8VlSRil6IzkrW0uNpmUISCocH0eya7qM

Scale = 1:21.5

1

2

3 4 5 6

9 8 7

10

3x4 2x4

4x4 2x4 2x4

3x6

2x4

2x4

12-4-512-4-5

5-8-55-8-5

12-4-56-8-0

0-4-

3

2-10

-3

0-1-

10

2-8-

8

0-1-

10

6.00 12

Plate Offsets (X,Y)-- [3:0-2-0,0-2-8]


20.07.00.0 *

10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.670.350.21


in-0.000.010.00

(loc)11

10

l/defln/rn/rn/a

L/d120120n/a

PLATESMT20


GRIP244/190





Max Uplift All uplift 100 lb or less at joint(s) 7 except 2=-108(LC 12), 9=-261(LC 12), 8=-150(LC 8)Max Grav All reactions 250 lb or less at joint(s) 2, 7 except 9=422(LC 17), 8=254(LC 22)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 4-9=-293/709, 5-8=-197/254




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) 7 except (jt=lb)

2=108, 9=261, 8=150.8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building

designer.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

PB04

Truss Type

Piggyback

Qty

1

Ply

1

Tortola lot 202


T21407544

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:35 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-yGi7z5XpfSI8VlSRil6IzkrWNuNxmUzSCocH0eya7qM

Scale = 1:23.3

1

2

3

4 5 6

9 8 7

11

10

3x4 2x4

4x4 2x4 2x4

2x4

2x4

2x4

12-4-512-4-5

7-8-57-8-5

12-4-54-8-0

0-4-

3

3-10

-3

0-1-

10

3-8-

8

0-1-

10

6.00 12

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


20.07.00.0 *

10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.640.350.23


in-0.000.01

-0.00

(loc)11

10

l/defln/rn/rn/a

L/d120120n/a

PLATESMT20


GRIP244/190






FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-322/108WEBS 3-9=-343/780, 5-8=-173/255






designer.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

PB05

Truss Type

Piggyback

Qty

1

Ply

1

Tortola lot 202


T21407545

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:36 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-QSGVBRYRPmQ_7u1eFTdXWxNh6IjEVx5cRSMqY4ya7qL

Scale = 1:28.4

12

3

4 5 6

9 8 7

11

10

3x4 2x4

4x4 2x4 3x6

2x4

2x4

2x4

12-4-512-4-5

9-8-59-8-5

12-4-52-8-0

0-4-

3

4-10

-3

0-1-

10

4-8-

8

0-1-

10

6.00 12

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


20.07.00.0 *

10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.650.340.24


in0.000.010.00

(loc)11

10

l/defln/rn/rn/a

L/d120120n/a

PLATESMT20


GRIP244/190












designer.


September 25,2020

paul

LogistX Logo





Job

776860

Truss

PB06

Truss Type

Piggyback

Qty

1

Ply

1

Tortola lot 202


T21407546

8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Sep 25 09:23:37 2020 Page 1 American Builders Supply, Winter Haven, FL 33880ID:TpN0PSyykCd_d0OZXcRzv_zlGOs-veqtOnZ3A3Yrk2cqpA8m29wsei29EOFlf65O5Xya7qK

Scale = 1:34.4

1

2

3

4

5

8 7 6

9

4x4

2x4

4x4

3x6

2x4

2x4

2x4

12-4-512-4-5

0-4-

3

5-10

-4

0-1-

10

5-8-

10

0-1-

10

6.00 12



20.07.00.0 *

10.0


2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.660.360.25


in0.000.01

-0.00

(loc)116

l/defln/rn/rn/a

L/d120120n/a

PLATESMT20


GRIP244/190





Max Uplift All uplift 100 lb or less at joint(s) 6 except 8=-318(LC 12), 7=-155(LC 12)Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7 except 8=488(LC 17)




2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide

will fit between the bottom chord and any other members.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb)


designer.


September 25,2020

paul

LogistX Logo

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.

21.The design does not take into account any dynam

ic or other loads other than those expressly stated.

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. 5/19/2020

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

paul

LogistX Logo

Documents

776860 MiTek USA, Inc. Tortola lot 202