This form shall be completed and submitted with Application Documents

Owners Name P.I.D.

Project Address

Design Professional Phone  Fax

Contractor Phone  Fax

Applicable Codes Manufacturer / FL Product Approval / NOA #

Building Code Florida Building Code Doors / SGD

Mechanical Code Florida Building Code Windows

Plumbing Code Florida Building Code Overhead Doors

Electrical Code NFPA 70 / NEC 2011 Mitered Glass

Accessibility Code Florida Building Code Shutters

Energy Code Florida Building Code

 2017 Residential  Volume

 2017 Residential  Volume

 2017 Residential  Volume

 FACBC    2017 Residential Energy 

Efficiency 2017Roof  Coverings

Soffit

  Method of Design per R301 / Residential Volume

ASCE 7 ‐ 10 AISI (COFS/PM) ICC 600

MAF Guide Other  

FBC 2010 / Residential Volume

IV V ( circle one ) Other 

m.p.h. R301.2 (4)

Yes No Exposure   B  or  C  (circle one) feet

psf

Section R301.4 / R301.5 / R301.6 psf

p.s.f psfp.s.f

p.s.fp.s.f

SEE PLAN FOR ACTUAL Please Show Design Pressure for Worst Case ONLY

  Components and Cladding Design Pressures:

 Z1                                                     p.s.f. Z3 p.s.f. Z5   p.s.f.

 Z2                                                     p.s.f. Z4 p.s.f. a= edge distance

  Misc. Notes Area TabulationLiving  sf / Conditioned SpaceGarage  sfLanai  sfEntry  sfStorage  sfOther  sf

  Signature   Date  Architect / Engineer

Seal Residential   Data Summary Worksheet / Revised /  mar 13

RESIDENTIAL DATA SUMMARY WORKSHEET

PRESSURE DESIGN LOADING

Total square footage

Doors  

Mean Roof Height  

Windows  

Dead Load   Roof Design

Live Load   

City of ±ŜƴƛŎŜ

4лм ²Φ ±ŜƴƛŎŜ !ǾŜƴdzŜ ±ŜƴƛŎŜ, Fl. 3428р

Phone (941) 4ус‐нснс    Fax (941) пусπнппу    Email: tŜNJƳƛǘǎhƴƭƛƴŜ@ciΦǾŜƴƛŎŜΦŦƭΦdzǎ    Inspections (941) 4уо‐рфлт

.dzƛƭŘƛƴƎ 5ŜLJŀNJǘƳŜƴǘ

Importance Factor  

Wind Debris Area  

 Structural Forces 

Dead Load   Floor Design

Sentricon Bait

AF&PA (WFCM)

WINDOW & DOOR WIND

  Construction Type 

Design Wind Speed   

Garage Doors  

  I certify to the best of my knowledge and belief, these plans and specifications have been designed to comply with the  structural portion of the Building Code for wind and gravity loads as amended and enforced by the permitting jurisdiction.

Live Load   

10'-4" Tray

10'-4" Tray

10'-4" Tray

10'-4" Tray

EXPOSED TO WIND

EXPOSED TO WINDU:2263

U:1335

U:1152

R:1

2,3

87

U:5

21

2R

:887

9U

:364

5

U:1

09

7U

:10

97

AA

AA

AA

AA

AA

A*

B

A01

A02

A03

A04

A05

A06

A07

A08

HJ10

HJ1

0A

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

EJ7

EJ7

EJ7

EJ7

CJ1

CJ3

CJ5A

CJ1

CJ3

CJ5A

A10

A10

A10

A10

A10

A10

A13

A13

A12

A12

A12

A12

A13

A13

A13

A13A11

A14

A15

A16

A17

A18

A19

A20

B03

B04

B05

HJ10

HJ1

0

EJ7

EJ7

EJ7

CJ1

CJ3

CJ5

CJ1

CJ3C

CJ5C

EJ7

EJ7

EJ7

CJ1

CJ3

CJ5

CJ1

CJ3

CJ3A

D5

D6

HJ8

HJ8

CJ1

CJ3

CJ1

CJ3

CJ1

CJ3

CJ1

CJ3

D7

D8

D9

E1

E2

HJ8A

CJ1

CJ3B

CJ1

CJ3

HJ8

A

CJ1

CJ3B

CJ1

CJ3

F1

F2

HJ1

0

HJ10

EJ7

EJ7

EJ7

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

EJ7

EJ7

EJ7

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

EJ7

F3

V6

V1

0

V1

4

V1

8

V2

2

EJ7A(4)

EJ5(3)

EJ5A(4)

70-08-00

9-04-00

80-00-00

21-02-005-10-0013-00-00

40-00-00

5-00-00

6-00-00

2-08-0010-00-00

2-08-00

11-06-00

13-00-00 12-00-00

7-02-00

17-00-00

2-08-00 7-04-00

3-09-08

5-09-08

2-00-00

1-07-00

2-00-00

2-00-00

3-09-08

2-00-00

2-00-00

2-00-00

1-01-00

2-00-00

2-00-00

21-08-004-10-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

1-04-00

1-10-08

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

5-09-08

2-00-00

1-06-08

5-08

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

23-04-00

53-10-00

77-02-00

1-04-00

10-00-00

10-00-00

50-00-00

15-04-0024-08-00

MODEL

10

G

THA422

SIMPSON CONNECTOR SCHEDULE

1550J

1415 / 2245

ACCESSORIES

B

4310 / 4680

0

1/2" NUTS

0

M

0

IDUPLIFT

SDS 1/4" x 3"

E

HTU26

M

L

BOLTS

7460

MODEL

0

MODEL

D

4095

E

0

H

5230

3x8 NAIL ON PLATES

0

SDS 1/4" x 6"

1/2" WASHERS

MODEL

0

QTY

MISCELLANEOUS

E

0

1530 / 3485

UPLIFT

HGUS28-3

0

HGUS26-2

C 0 D DHTU28-2 1530 / 34854310 / 4680

B0 HTU28 1235 / 21403895 / 4680 B

3235

H

F7460F

HGUS28-3

HGUS28-2

3235

0

H0 7460

SCREWS

QTY

C

HTU26-2

895

2790

QTY

C

HGUS210-4

2 PLY TYP.

3x8 NAIL ON PLATES

1

1/2" WASHERS

FLOOR TRUSS

3235

HTU26-2

L

1 PLY TYP.

N

A*A* 490895LUS240

HGUS26-2

B

N/A

HTU28

ID

HHUS46

0

A

SDS 1/4" x 3"

2155HGUS26-3

1250 / 1555

QTY MODEL

QTY

H

3200 / 3600

ROOF

HGUS26-3

G

MODEL

1/2" x 8" CARR. BOLTS

HGUS28-2

HTU28-2

0

1235 / 2140

MODEL

HGUS210-4 J

QTY

2155

N/A

THA426

F

490

2155

3200 / 3600

N/A

3600

0

A

O

1415 / 2245

G

5320

L

SYMBOL

1250 / 1555

0

A

MODEL

5320

9100

QTY

HU26

3600

A*

0

0

BOLTS

7460

1515 / 2175

C

9100

A*

HTU26-2

J

D

HTU26

3235

SEAT PLATES

0

SYMBOL

HHUS46 SDS 1/4" x 4-1/2"

1/2" NUTS

FLOOR

1515 / 2175

QTY

ROOF TRUSS

1/2" x 8" CARR. BOLTS

2435 / 2245

SDS 1/4" x 6"

SEAT PLATES

FLOOR TRUSS

HU26

HTU26

0

FLOOR TYP.

O

G

3895 / 4680

E

ACCESSORIES

SCREWS

A

ROOF TRUSS

A

5230

J

C

2155

F

THAC422

4095

SDS 1/4" x 4-1/2"

N

895 4901

5

6-3

/16"

2x4 T.C. MIN.

14 1/2"CANT.

12

TYP. ROOF TRUSS END DETAIL

8" BRG.

N.T.S.

TILE ROOF

Hatch Legend

13'-11" BEARING HEIGHT

9'-4" BEARING HEIGHT

REVISIONS

No. DATE NOTES BY

CAUTION!!!

DO NOT ATTEMPT TO ERECT TRUSSESWITHOUT REFERRING TO THE ENGINEERINGDRAWINGS AND BSCI-B1 SUMMARY SHEETS.

ALL PERMANENT BRACING MUST BE INPLACE PRIOR TO LOADING TRUSSES. (ie.SHEATHING, SHINGLES, ETC.)

ALL INTERIOR BEARING WALLS MUST BE INPLACE PRIOR TO INSTALLING TRUSSES.

REFER TO FINAL ENGINEERING SHEETS FORTHE FOLLOWING.

1) NUMBER OF GIRDER PLIES AND NAILINGSCHEDULE.

2) BEARING BLOCK REQUIREMENTS.

3) SCAB DETAILS (IF REQUIRED)

4) UPLIFT AND GRAVITY REACTIONS.

WARNINGBACK CHARGES WILL NOT BEACCEPTED REGARDLESS OF FAULTWITHOUT PRIOR NOTIFICATION BYCUSTOMER WITHIN 48 HOURS ANDINVESTIGATION BY Builders FirstSource.NO EXECPTIONS.

THE GENERAL CONTRACTOR ISRESPONSIBLE FOR ALL CONNECTIONSOTHER THAN TRUSS TO TRUSS, GABLESHEAR WALL, AND CONNECTIONS.TEMPORAY AND PERMANENT BRACING,AND CEILING AND ROOF DIAPHRAMCONNECTIONS.

6850 Taylor Road Punta Gorda, Fl. 33950Phone: 941-575-2250 / Fax:941-575-0319

IMPORTANT

This Drawing Must Be Approved And ReturnedBefore Fabrication Will Begin. For Your Protection

Check All Dimensions And Conditions Prior ToApproval Of Plan.

SIGNATURE BELOW INDICATES ALL NOTESAND DIMENSIONS HAVE BEEN ACCEPTED.

By _________________________Date___________

NOTES:1) ALL DIMENSIONS ARE FEET-INCHES-SIXTEENTHS.2) DO NOT CUT OR ALTER TRUSSES IN ANY WAY.3) ALL REACTIONS ARE UNDER 5000 LBS. UNLESS NOTE OTHERWISE.4) ALL UPLIFTS ARE UNDER 1000 LBS. UNLESS NOTED OTHERWISE.5) FRAMING REQUIRED BELOW TRUSSES TO GET DESIRED CEILING CONDITIONS.6) ONLY TRUSS TO TRUSS CONNECTIONS SUPPLIED W/ TRUSS PACKAGE.

DATE DRAWN 8/11/2020

DATE PRINTED 8/11/2020

MASTERJOB No.

WIND LOAD 160 MPH

EXPOSURE CATEGORY C

OCCUPANCY CATEGORY II

IMPORTANCE FACTOR 1.0

WIND DURATION FACTOR 1.60

OPENING CONDITIONS ENCLOSED

GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS

TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORDLIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS

DESIGN CODE FBC2017/TPI2014

WIND CODE MWFRS (Directional)/C-C HYBRID WIND ASCE 7-10

TRUSS LOADING ROOF

TCLL 20 PSF

TCDL 20 PSF

BCLL 0 PSF

BCDL 10 PSF

TOTAL 50 PSF

DURATION 1.25

TCDL / TO RESIST UPLIFT 5 PSF

BCDL / TO RESIST UPLIFT 5 PSF

TRUSS LOADING

ROOF PITCH 5/12

CEILING PITCH FLAT

TOP CHORD SIZE 2 x 4 MIN.

BOTTOM CHORD SIZE 2 x 4 MIN.

OVERHANG LENGTH N/A

CANTILEVER 14 1/2"

END CUT PLUMB

FLOOR TRUSS SPACING N/A

ROOF TRUSS SPACING 24"

ROOF PITCH

BUILDER DR Horton

PROJECT 2221 M 160 C 3-CAR RH

MODEL 2221

ADDRESS --

CITY, STATE --, FL.

LOT --

COUNTY --

DRAWN BY D.W.

ENG. BY D.W.

A-1 M

3/16" = 1'-0"

ELEVATIONS

10-02-20DATE:

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

JWC

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D.# :

1196

0

LOT:

340

MOD

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K :

ADDR

ESS:

174 V

ERAZ

A CO

URT

SPEC

UNIT

222

1

D.R.

H.# :

5795

9000

5

3/16" = 1'-0"

A-2M

SLAB & PLUMBING

10-02-20DATE:

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

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UNIT

222

1

D.R.

H.# :

5795

9000

5

D R HORTON

10-02-20DATE:

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

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A-3M

FLOOR

3/16"=1'-0"

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UNIT

222

1

D.R.

H.# :

5795

9000

5

D R HORTON

A-4M

3/16"=1'-0"

ROOF & CEILING

10-02-20DATE:

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

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UNIT

222

1

D.R.

H.# :

5795

9000

5

A-5 M

ELECTRICAL

3/16"=1'-0"

10-02-20DATE:

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

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” ”” ”

” ”

6904 Parke East Blvd.Tampa, FL 33610-4115

MiTek USA, Inc. RE: 2221_M_160_C_3-CAR -

Design Code: FBC2017/TPI2014Wind Code: ASCE 7-10 Wind Speed: 160 mphRoof Load: 50.0 psf

Design Program: MiTek 20/20 8.2

1 of 2

This package includes 53 individual, 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: N/A psf

Site Information:

Lot/Block: MASTERCustomer Info: DR Horton Project Name: 2221 M 160 C 3-CAR Model: 2221

Subdivision: MASTERAddress: MASTER, N/A

State: FloridaCity: MASTER

Name Address and License # of Structural Engineer of Record, If there is one, for the building.Name: License #: Address: City: State:

August 11,2020

Albani, Thomas

The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Punta Gorda, FL).

Truss Design Engineer's Name: Albani, ThomasMy license renewal date for the state of Florida is February 28, 2021.

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

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

No. Seal# Truss Name1 T20992379 A01

Date8/11/20

2 T20992380 A02 8/11/203 T20992381 A03 8/11/204 T20992382 A04 8/11/205 T20992383 A05 8/11/206 T20992384 A06 8/11/207 T20992385 A07 8/11/208 T20992386 A08 8/11/209 T20992387 A10 8/11/2010 T20992388 A11 8/11/2011 T20992389 A12 8/11/2012 T20992390 A13 8/11/2013 T20992391 A14 8/11/2014 T20992392 A15 8/11/20

No. Seal# Truss Name15 T20992393 A16

Date8/11/20

16 T20992394 A17 8/11/2017 T20992395 A18 8/11/2018 T20992396 A19 8/11/2019 T20992397 A20 8/11/2020 T20992398 B03 8/11/2021 T20992399 B04 8/11/2022 T20992400 B05 8/11/2023 T20992401 CJ1 8/11/2024 T20992402 CJ3 8/11/2025 T20992403 CJ3A 8/11/2026 T20992404 CJ3B 8/11/2027 T20992405 CJ3C 8/11/2028 T20992406 CJ5 8/11/20

This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies

6904 Parke East Blvd.Tampa, FL 33610-4115

MiTek USA, Inc. RE: 2221_M_160_C_3-CAR -

2 of 2

Site Information:

Lot/Block: MASTERCustomer Info: DR Horton Project Name: 2221 M 160 C 3-CAR Model: 2221

Subdivision: MASTERAddress: MASTER, N/A

State: FloridaCity: MASTER

No. Seal# Truss Name29 T20992407 CJ5A

Date8/11/20

30 T20992408 CJ5C 8/11/2031 T20992409 D5 8/11/2032 T20992410 D6 8/11/2033 T20992411 D7 8/11/2034 T20992412 D8 8/11/2035 T20992413 D9 8/11/2036 T20992414 E1 8/11/2037 T20992415 E2 8/11/2038 T20992416 EJ5 8/11/2039 T20992417 EJ5A 8/11/2040 T20992418 EJ7 8/11/2041 T20992419 EJ7A 8/11/2042 T20992420 F1 8/11/2043 T20992421 F2 8/11/2044 T20992422 F3 8/11/2045 T20992423 HJ8 8/11/2046 T20992424 HJ8A 8/11/2047 T20992425 HJ10 8/11/2048 T20992426 HJ10A 8/11/2049 T20992427 V6 8/11/2050 T20992428 V10 8/11/2051 T20992429 V14 8/11/2052 T20992430 V18 8/11/2053 T20992431 V22 8/11/20

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

2221_M_160_C_3-CAR

Truss

A01

Truss Type

Hip Girder

Qty

1

Ply

2

Job Reference (optional)

T20992379

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:00 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-EYcHxAAMwSeNirKwRfOTpJpe57QT3Gpnkwb4lqyouHH

Scale = 1:73.4

9

10

11

3 4 5 6 7 8

1 2

1716 15 14 13 12

20 1918

21

25 26 27 28 29 30 31 32 33 34 35 36 37 38 39

40 41 42 43 44 45 46 47 48 49

50 51 52

5x6

7x10

4x6

5x6

4x6

2x4

2x4

5x12

5x8

2x4 4x12

2x4 3x4

5x8

7x10

5x6

7x10

2x4 5x8

2x4

2x4

3x8

6x8

5x6

5x6

4x6

15-4-0

1-2-81-2-8

1-6-8

0-4-0

3-6-82-0-0

3-10-80-4-0

7-0-03-1-8

10-11-43-11-4

13-10-82-11-4

14-10-81-0-0

16-2-8

1-4-016-6-8

0-4-0

19-10-83-4-0

20-1-40-2-12

25-1-45-0-0

30-4-05-2-12

35-5-05-1-0

40-10-85-5-8

41-2-80-4-0

42-5-0

1-2-8

1-6-81-6-8

3-10-82-4-0

7-0-03-1-8

10-11-43-11-4

14-10-83-11-4

16-2-81-4-0

19-10-83-8-0

24-11-85-1-0

25-1-40-1-12

30-4-05-2-12

35-5-05-1-0

40-10-85-5-8

42-5-01-6-8

0-6-

3

3-5-

3

0-6-

3

1-0-

0

3-5-

3

5.00 12

Plate Offsets (X,Y)-- [1:0-1-4,0-2-1], [1:0-6-10,Edge], [2:0-0-0,0-4-9], [2:0-5-12,0-0-7], [2:0-0-11,0-1-10], [3:0-7-12,0-2-8], [6:0-3-0,0-3-0], [9:0-3-0,0-2-4], [11:0-5-7,0-3-0],[13:0-3-8,0-4-8], [14:0-5-0,0-4-8], [18:0-2-8,0-2-8]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.730.320.48

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

in0.15

-0.18-0.06

(loc)13-14

211

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20

Weight: 537 lb FT = 20%

GRIP244/190

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

1-3: 2x6 SP No.2BOT CHORD 2x6 SP No.2 *Except*

22-23: 2x4 SP No.3, 2-18: 2x4 SP No.2WEBS 2x4 SP No.3 *Except*

6-15: 2x6 SP No.2, 5-16: 2x8 SP 2400F 2.0ESLIDER Right 2x8 SP 2400F 2.0E 3-3-10

BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:

6-0-0 oc bracing: 15-16,19-20,18-19.

REACTIONS. (size) 1=0-8-0, 16=0-8-0, 11=0-8-0Max Horz 11=97(LC 7)Max Uplift 1=-104(LC 8), 16=-2263(LC 8), 11=-1152(LC 8)Max Grav 1=552(LC 17), 16=4462(LC 1), 11=1758(LC 18)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 9-11=-3551/2281, 3-4=-674/140, 4-5=-1531/3366, 5-6=-1470/3210, 6-7=-408/707,

7-8=-3829/2627, 8-9=-3829/2627, 2-3=-730/141BOT CHORD 15-16=-1574/768, 14-15=-1970/2905, 13-14=-1972/2910, 12-13=-1972/3137,

11-12=-1977/3149, 2-20=-67/702, 19-20=-343/593, 18-19=-343/593WEBS 9-12=-111/412, 6-15=-751/1352, 15-18=-1185/1831, 6-18=-3864/2329, 4-18=-3292/1284,

4-19=0/307, 4-20=-483/1157, 3-20=-408/305, 7-15=-2981/1757, 9-13=-634/882, 7-14=-109/422, 8-13=-750/541, 7-13=-605/1086, 16-18=-4559/2415, 5-18=-624/388

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

Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc.

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

3) Unbalanced roof live loads have been considered for this design.4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch right exposed; Lumber DOL=1.60 plategrip DOL=1.60

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

will fit between the bottom chord and any other members.8) Solid blocking is required on both sides of the truss at joint(s), 1.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)

1=104, 16=2263, 11=1152.Continued on page 2

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

A01

Truss Type

Hip Girder

Qty

1

Ply

2

Job Reference (optional)

T20992379

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:00 2020 Page 2 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-EYcHxAAMwSeNirKwRfOTpJpe57QT3Gpnkwb4lqyouHH

NOTES-10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 257 lb down and 467 lb up at 35-5-0, 107 lb down and 187 lb up at

33-4-4, 107 lb down and 187 lb up at 31-4-4, 107 lb down and 187 lb up at 29-4-4, 107 lb down and 187 lb up at 27-4-4, 107 lb down and 187 lb up at 25-4-4, 107 lbdown and 187 lb up at 23-4-4, 107 lb down and 187 lb up at 21-4-4, 107 lb down and 187 lb up at 21-0-12, 107 lb down and 187 lb up at 19-0-12, 107 lb down and 187lb up at 17-0-12, 107 lb down and 187 lb up at 15-0-12, 72 lb down and 152 lb up at 13-0-12, 72 lb down and 152 lb up at 11-0-12, and 72 lb down and 152 lb up at 9-0-12, and 154 lb down and 339 lb up at 7-0-0 on top chord, and 141 lb down at 35-5-0, 60 lb down at 33-4-4, 60 lb down at 31-4-4, 60 lb down at 29-4-4, 60 lb downat 27-4-4, 60 lb down at 25-4-4, 60 lb down at 23-4-4, 60 lb down at 21-4-4, 60 lb down at 21-0-12, 60 lb down at 19-0-12, 60 lb down at 17-0-12, 60 lb down at 15-0-4, 45 lb down at 13-0-12, 45 lb down at 11-0-12, and 45 lb down at 9-0-12, and 109 lb down and 1 lb up at 7-0-12 on bottom chord. The design/selection of suchconnection device(s) is the responsibility of others.

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

Uniform Loads (plf)Vert: 9-11=-80, 3-9=-80, 1-3=-80, 11-17=-20, 2-18=-20, 1-21=-20

Concentrated Loads (lb)Vert: 3=-154(B) 12=-87(B) 19=-35(B) 20=-69(B) 4=-72(B) 9=-257(B) 26=-72(B) 28=-72(B) 29=-107(B) 30=-107(B) 31=-107(B) 32=-214(B) 33=-107(B) 34=-107(B)35=-107(B) 36=-107(B) 37=-107(B) 38=-107(B) 40=-41(B) 41=-41(B) 42=-41(B) 43=-81(B) 44=-41(B) 45=-41(B) 46=-41(B) 47=-41(B) 48=-41(B) 49=-41(B)50=-35(B) 51=-35(B)

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

2221_M_160_C_3-CAR

Truss

A02

Truss Type

HIP

Qty

1

Ply

1

Job Reference (optional)

T20992380

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:02 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-Axk2MsBdS3u5x8UJZ3QxukuyOw3PW5c4CE4BpiyouHF

Scale = 1:73.4

8

9

10

3 4 5 6 7

1 2

1514 13 12 11

1716

18

22

23 24 25 26 27 28

2930

5x8

8x14 MT20HS

4x6

4x6

4x6

5x6

4x6

7x10 2x4

2x4

8x12

5x8

7x10

6x12 MT20HS3x6

4x12

3x4

2x4

2x4

3x8

3x4

7x10

5x6 5x6

4x6

15-4-0

1-2-81-2-8

1-6-8

0-4-0

3-6-82-0-0

3-10-80-4-0

9-0-05-1-8

13-10-84-10-8

14-10-81-0-0

16-2-8

1-4-016-6-8

0-4-0

19-10-83-4-0

26-9-26-10-10

33-5-06-7-14

40-10-87-5-8

41-2-80-4-0

42-5-0

1-2-8

1-6-81-6-8

3-10-82-4-0

9-0-05-1-8

12-7-33-7-3

14-10-82-3-5

16-2-81-4-0

19-10-83-8-0

26-9-26-10-10

33-5-06-7-14

40-10-87-5-8

42-5-01-6-8

0-6-

3

4-3-

3

0-6-

3

1-0-

0

4-3-

3

5.00 12

Plate Offsets (X,Y)-- [1:0-1-4,0-2-1], [1:0-6-10,Edge], [2:0-0-0,0-4-9], [2:0-5-12,0-0-7], [2:0-0-11,0-1-10], [3:0-11-12,0-2-8], [6:0-4-0,0-3-0], [8:0-9-0,0-2-4], [10:0-4-7,0-5-0],[11:0-5-0,0-4-8], [12:0-5-0,0-4-8], [14:0-4-8,0-1-8], [16:0-2-4,0-4-0]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.870.480.79

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

in0.16

-0.33-0.08

(loc)10-11

181

l/defl>999>583

n/a

L/d240180n/a

PLATESMT20MT20HS

Weight: 276 lb FT = 20%

GRIP244/190187/143

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

8-10: 2x4 SP M 31, 1-3: 2x6 SP No.2BOT CHORD 2x6 SP No.2 *Except*

19-20: 2x4 SP No.3, 2-16: 2x4 SP No.2WEBS 2x4 SP No.3 *Except*

6-13: 2x6 SP No.2, 5-14: 2x8 SP 2400F 2.0ESLIDER Right 2x8 SP 2400F 2.0E 4-4-10

BRACING-TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins.BOT CHORD Rigid ceiling directly applied or 5-0-14 oc bracing.WEBS 1 Row at midpt 7-13

REACTIONS. (size) 1=0-8-0, 14=0-8-0, 10=0-8-0Max Horz 10=123(LC 11)Max Uplift 1=-75(LC 12), 14=-1335(LC 12), 10=-791(LC 12)Max Grav 1=449(LC 17), 14=2765(LC 1), 10=1103(LC 22)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 8-10=-1887/2016, 4-5=-1051/1962, 5-6=-1041/1912, 6-7=-23/554, 7-8=-1423/1822,

2-3=-260/162BOT CHORD 13-14=-959/632, 12-13=-1567/1417, 11-12=-1716/1586, 10-11=-1716/1586, 2-17=-36/373,

16-17=-859/760WEBS 8-11=-464/355, 8-12=-292/160, 7-12=-377/378, 7-13=-1704/1496, 6-13=-893/814,

13-16=-856/803, 6-16=-2038/1875, 3-17=-531/399, 14-16=-2853/2060, 4-17=-488/1074, 4-16=-1483/745

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 9-0-0, Exterior(2) 9-0-0 to13-2-15, Interior(1) 13-2-15 to 33-5-0, Exterior(2) 33-5-0 to 37-7-15, Interior(1) 37-7-15 to 42-1-0 zone; cantilever left and rightexposed ; porch right exposed;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) 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) Solid blocking is required on both sides of the truss at joint(s), 1.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)

14=1335, 10=791.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

A03

Truss Type

Hip

Qty

1

Ply

1Job Reference (optional)

T20992381

8.240 s Jun 26 2020 MiTek Industries, Inc. Tue Aug 11 16:34:26 2020 Page 1 ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-oPrrLuHozinyRQTnFc9dcwjW1_dum7H1a1xJQqyotch

Scale = 1:74.1

1

2

3

4 5 6 7 8

9

10 11

22 21 19 18 1615

1413

12

25

26 27 28 29

30

31

23 20 17

3x6

3x4

3x4

5x6

5x6

4x6

4x10 MT20HS

4x6

7x10

2x4 5x6

3x4

5x8

5x6 2x4 5x8

4x6

6x8 5x8

4x6 4x6

4x6

2x4

1-2-81-2-8

4-10-153-8-7

11-0-06-1-1

13-7-02-7-0

16-5-152-10-15

22-1-95-7-10

26-6-84-4-15

27-6-141-0-6

28-6-8

0-11-10

31-5-02-10-8

38-6-87-1-8

38-10-80-4-0

40-10-8

2-0-041-2-80-4-0

42-5-0

1-2-8

4-10-154-10-15

11-0-06-1-1

16-5-155-5-15

22-1-95-7-10

27-6-145-5-5

31-5-03-10-2

34-8-23-3-3

38-6-83-10-6

40-10-82-4-0

42-5-01-6-8

0-6-

3

5-1-

3

0-6-

3

1-0-

0

5-1-

3

5.00 12

Plate Offsets (X,Y)-- [1:0-1-2,0-1-8], [4:0-3-0,0-2-4], [6:0-4-0,0-3-0], [8:0-3-0,0-2-4], [10:0-1-0,0-3-8], [10:0-1-12,0-0-0], [11:0-1-4,0-2-1], [11:0-6-10,Edge], [14:0-5-8,0-4-0],[16:0-3-8,Edge], [19:0-4-0,0-3-0], [21:0-2-4,0-3-0]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.600.980.64

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

in0.16

-0.380.07

(loc)121211

l/defl>999>495

n/a

L/d240180n/a

PLATESMT20MT20HS

Weight: 256 lb FT = 20%

GRIP244/190187/143

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

8-11: 2x6 SP No.2BOT CHORD 2x4 SP No.2 P *Except*

7-16: 2x4 SP No.3, 10-14: 2x4 SP No.2, 11-12: 2x6 SP No.2WEBS 2x4 SP No.3SLIDER Left 2x4 SP No.3 3-0-0

BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 5-0-0 oc bracing. Except:

2-2-0 oc bracing: 14-16

REACTIONS. All bearings 25-4-0 except (jt=length) 11=0-8-0, 17=0-4-0, 23=0-3-8, 20=0-3-8.(lb) - Max Horz 22=151(LC 11)

Max Uplift All uplift 100 lb or less at joint(s) 21, 23 except 11=-170(LC 12), 22=-203(LC 12), 19=-248(LC 12), 18=-426(LC 12), 17=-126(LC 12)

Max Grav All reactions 250 lb or less at joint(s) 23, 20 except 11=569(LC 22), 22=558(LC 21), 21=373(LC 21), 19=573(LC 21), 18=1630(LC 22), 17=583(LC 22)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-181/324, 3-25=-82/301, 4-25=-66/453, 4-26=-189/768, 26-27=-189/768,

5-27=-189/768, 5-6=-188/768, 6-28=-64/658, 7-28=-64/658, 9-30=-650/430, 30-31=-759/410, 10-31=-770/409

BOT CHORD 1-23=-212/256, 22-23=-212/256, 21-22=-250/264, 20-21=-362/301, 19-20=-362/301, 18-19=-1318/626, 17-18=-301/125, 16-17=-301/125, 14-16=-444/203, 7-14=-1130/505, 13-14=-710/378, 10-13=-309/752

WEBS 3-22=-465/340, 4-19=-576/280, 5-19=-479/312, 6-19=-169/744, 6-18=-1374/552, 14-18=-1038/511, 6-14=-306/796, 7-13=-379/1048, 9-13=-789/486

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft;

Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2)11-0-0 to 15-2-15, Interior(1) 15-2-15 to 31-5-0, Exterior(2) 31-5-0 to 35-7-15, Interior(1) 35-7-15 to 42-1-0 zone; cantilever left andright exposed ;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) 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) Lumber designated with a "P" is pressure-treated with preservatives. Plate lateral resistance values have been reduced 20%

where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borateor other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improvedcorrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not beenconsidered for this design. Building designer to verify suitability of this product for its intended use.Continued on page 2

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

A03

Truss Type

Hip

Qty

1

Ply

1Job Reference (optional)

T20992381

8.240 s Jun 26 2020 MiTek Industries, Inc. Tue Aug 11 16:34:26 2020 Page 2 ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-oPrrLuHozinyRQTnFc9dcwjW1_dum7H1a1xJQqyotch

NOTES-8) Solid blocking is required on both sides of the truss at joint(s), 11.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 23 except (jt=lb) 11=170, 22=203, 19=248, 18=426

, 17=126.

LOAD CASE(S) Standard

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

2221_M_160_C_3-CAR

Truss

A04

Truss Type

Hip

Qty

1

Ply

1

Job Reference (optional)

T20992382

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:05 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-bWQA_uEVl_HfocDuECzeWMWR78_CjSxWuCJrQ1youHC

Scale = 1:73.2

1

2

3

4 5 6 7 19

8

920

10

18 17 16 1514

1312

11

21

22

23 24 25 26

27

28

5x8 5x6

8x14 MT20HS

5x8

4x6 5x6

5x12

10x14

2x4

3x4

2x4 7x10 8x10

3x4

4x6

5x8

10x16 MT20HS

10x16 MT20HS

7x10

5x6

5x6

5x8

1-2-81-2-8

1-6-8

0-4-0

7-3-45-8-12

13-0-05-8-12

20-3-47-3-4

27-6-87-3-4

33-8-106-2-2

38-6-84-9-14

38-10-80-4-0

40-10-8

2-0-041-2-80-4-0

42-5-0

1-2-8

1-6-81-6-8

7-3-45-8-12

13-0-05-8-12

20-3-47-3-4

27-6-87-3-4

29-5-01-10-8

33-8-104-3-10

38-6-84-9-14

40-10-82-4-0

42-5-01-6-8

0-6-

3

5-11

-3

0-6-

3

1-0-

0

5-11

-3

5.00 12

Plate Offsets (X,Y)-- [1:Edge,0-4-5], [1:0-4-7,0-5-0], [4:0-4-0,0-2-2], [6:0-3-0,0-3-0], [7:0-11-0,0-2-4], [9:0-5-0,0-5-0], [9:0-1-12,0-0-0], [10:0-6-10,Edge], [10:0-3-1,0-2-8],[13:0-4-4,0-3-0], [15:0-3-0,0-1-8], [16:0-5-0,0-4-8], [17:0-5-0,0-4-8]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.900.860.81

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

in0.45

-0.870.40

(loc)141110

l/defl>999>573

n/a

L/d240180n/a

PLATESMT20MT20HS

Weight: 354 lb FT = 20%

GRIP244/190187/143

LUMBER-TOP CHORD 2x4 SP No.1 *Except*

4-6: 2x4 SP M 31, 7-10: 2x6 SP M 26, 6-7: 2x4 SP No.2BOT CHORD 2x6 SP No.2 *Except*

6-15: 2x4 SP No.3, 9-13: 2x4 SP M 31WEBS 2x4 SP No.3 *Except*

13-16: 2x4 SP No.2OTHERS 2x6 SP M 26LBR SCAB 7-10 2x6 SP M 26 both sidesSLIDER Left 2x8 SP 2400F 2.0E 3-6-5

BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied or 5-7-7 oc bracing. Except:

10-0-0 oc bracing: 13-15WEBS 1 Row at midpt 13-16

REACTIONS. (size) 10=0-8-0, 1=0-8-0Max Horz 1=176(LC 11)Max Uplift 10=-600(LC 12), 1=-613(LC 12)Max Grav 10=2119(LC 1), 1=2097(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-4333/1681, 3-4=-3756/1554, 4-5=-4017/1727, 5-6=-4338/1821, 6-7=-4372/1829,

7-8=-5930/2416, 8-9=-5571/2117, 9-10=-738/323BOT CHORD 1-18=-1441/3869, 17-18=-1441/3869, 16-17=-1173/3384, 15-16=-148/453, 6-13=-349/273,

12-13=-1375/4041, 9-12=-1918/5349WEBS 3-17=-574/306, 4-17=-91/508, 4-16=-331/933, 5-16=-895/476, 13-16=-1249/3593,

5-13=-113/454, 7-13=-339/924, 7-12=-793/1912, 8-12=-1324/685

NOTES-1) Attached 14-3-5 scab 7 to 10, both face(s) 2x6 SP M 26 with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at

9-6-12 from end at joint 7, nail 3 row(s) at 4" o.c. for 4-2-12.2) Unbalanced roof live loads have been considered for this design.3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 13-0-6, Exterior(2) 13-0-6 to17-3-4, Interior(1) 17-3-4 to 29-5-0, Exterior(2) 29-5-0 to 33-8-10, Interior(1) 33-8-10 to 42-1-0 zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60

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

will fit between the bottom chord and any other members, with BCDL = 10.0psf.8) Solid blocking is required on both sides of the truss at joint(s), 10.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)

10=600, 1=613.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

A05

Truss Type

Hip

Qty

1

Ply

1

Job Reference (optional)

T20992383

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:06 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-3i_ZCDF7WIPWQmo4ovUt3a3bNXKhSvig7s2OyTyouHB

Scale = 1:78.0

1

2

3

4 5 6

78

22

923

10

18 17 16 1514

1312

11

24

25

26 27 28 29

30

31

6x12 MT20HS

5x8 WB

7x10 4x6

10x12

10x16 MT20HS

4x6

5x6

2x4 6x8

5x6 3x4

2x4

2x4

5x12

10x16 MT20HS

2x4

10x12

2x4

2x4 7x10

5x6 5x6

5x8

1-2-81-2-8

1-6-8

0-4-0

8-6-26-11-10

15-0-06-5-14

21-2-86-2-8

27-5-06-2-8

30-2-02-9-0

34-2-134-0-13

34-10-130-8-0

36-11-0

2-0-337-11-0

1-0-040-10-82-11-8

41-2-80-4-0

42-5-0

1-2-8

1-6-81-6-8

8-6-26-11-10

15-0-06-5-14

21-2-86-2-8

27-5-06-2-8

34-2-136-9-13

34-10-130-8-0

40-10-85-11-11

42-5-01-6-8

0-6-

3

6-9-

3

0-6-

3

1-0-

0

6-9-

3

5.00 12

Plate Offsets (X,Y)-- [1:Edge,0-4-5], [1:0-4-7,0-5-0], [3:0-3-0,0-3-0], [4:0-3-0,0-2-4], [7:0-4-0,Edge], [8:0-3-12,0-2-8], [9:0-10-0,0-0-8], [10:0-6-10,Edge], [10:0-3-4,Edge],[13:0-6-0,Edge], [16:0-1-12,0-3-0], [17:0-4-12,0-4-8]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.990.840.78

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

in-0.44-1.210.33

(loc)111110

l/defl>999>415

n/a

L/d240180n/a

PLATESMT20MT20HS

Weight: 347 lb FT = 20%

GRIP244/190187/143

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

3-4: 2x4 SP No.1, 6-7: 2x4 SP M 31, 7-10,8-10: 2x6 SP M 26BOT CHORD 2x6 SP No.2 *Except*

6-15: 2x4 SP No.3, 9-13: 2x6 SP M 26WEBS 2x4 SP No.3 *Except*

13-16: 2x4 SP No.2OTHERS 2x6 SP M 26 *Except*

7-7: 2x4 SP No.3LBR SCAB 7-10 2x6 SP M 26 both sidesSLIDER Left 2x8 SP 2400F 2.0E 4-2-6

BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied or 6-3-12 oc bracing. Except:

10-0-0 oc bracing: 13-15WEBS 1 Row at midpt 8-13

REACTIONS. (size) 10=0-8-0, 1=0-8-0Max Horz 1=-202(LC 10)Max Uplift 10=-572(LC 12), 1=-605(LC 12)Max Grav 10=2164(LC 1), 1=2110(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-4322/1617, 3-4=-3568/1452, 4-5=-3525/1516, 5-6=-3804/1557, 6-8=-4259/1609,

8-9=-6097/2213, 9-10=-746/321BOT CHORD 1-18=-1369/3853, 17-18=-1371/3850, 16-17=-1038/3195, 15-16=-153/340, 13-15=0/270,

6-13=-301/1124, 12-13=-2076/5990, 9-12=-2079/5993WEBS 3-18=0/290, 3-17=-780/385, 4-17=-131/601, 4-16=-197/626, 5-16=-847/391,

13-16=-997/3226, 5-13=-54/447, 8-13=-2258/941

NOTES-1) Attached 9-1-1 scab 7 to 10, both face(s) 2x6 SP M 26 with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 4-5-5

from end at joint 7, nail 2 row(s) at 7" o.c. for 2-0-0; starting at 6-8-7 from end at joint 7, nail 3 row(s) at 7" o.c. for 2-0-0.2) Unbalanced roof live loads have been considered for this design.3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 15-0-0, Exterior(2) 15-0-0 to19-2-15, Interior(1) 19-2-15 to 27-4-10, Exterior(2) 27-4-10 to 31-7-9, Interior(1) 31-7-9 to 42-1-0 zone; cantilever left and rightexposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60

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

will fit between the bottom chord and any other members, with BCDL = 10.0psf.8) Solid blocking is required on both sides of the truss at joint(s), 10.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)

10=572, 1=605.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

A06

Truss Type

HIP

Qty

1

Ply

1

Job Reference (optional)

T20992384

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:08 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-?45JdvGO1vfEf3yTvKXL8?8zFL2YwpazaAXV1MyouH9

Scale = 1:73.0

1

2

3

4

5 6 7

8

9

10

11

17 1615 14

13 12

18 19

20 21

5x8 WB4x6

5x6

3x4

3x8

3x4

3x8

3x4

4x6

5x6

5x8 WB7x10

5x8

7x10

5x8

1-2-81-2-8

1-6-8

0-4-0

9-1-137-7-6

17-0-07-10-3

25-5-08-5-0

33-3-27-10-3

40-10-87-7-5

41-2-80-4-0

42-5-0

1-2-8

1-6-81-6-8

6-1-24-6-10

12-0-35-11-1

17-0-04-11-13

21-2-84-2-8

25-5-04-2-8

30-4-134-11-13

36-3-145-11-1

40-10-84-6-10

42-5-01-6-8

0-6-

3

7-7-

3

0-6-

3

7-7-

3

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.840.750.82

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

in-0.28-0.650.17

(loc)14-1514-15

11

l/defl>999>772

n/a

L/d240180n/a

PLATESMT20

Weight: 268 lb FT = 20%

GRIP244/190

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

13-16: 2x4 SP No.1WEBS 2x4 SP No.3OTHERS 2x4 SP No.3SLIDER Left 2x8 SP 2400F 2.0E 3-0-0, Right 2x8 SP 2400F 2.0E 3-0-0

BRACING-TOP CHORD Structural wood sheathing directly applied or 2-1-10 oc purlins.BOT CHORD Rigid ceiling directly applied or 5-8-11 oc bracing.WEBS 1 Row at midpt 6-15, 6-14

REACTIONS. (size) 1=0-8-0, 11=0-8-0Max Horz 1=229(LC 11)Max Uplift 1=-618(LC 12), 11=-618(LC 12)Max Grav 1=2088(LC 1), 11=2088(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-4332/1668, 3-4=-4015/1574, 4-5=-3202/1397, 5-6=-2889/1356, 6-7=-2889/1356,

7-8=-3202/1397, 8-9=-4015/1574, 9-11=-4332/1668BOT CHORD 1-17=-1422/3864, 15-17=-1209/3423, 14-15=-971/2987, 12-14=-1203/3423,

11-12=-1417/3864WEBS 3-17=-328/281, 4-17=-84/488, 4-15=-793/421, 5-15=-317/877, 6-15=-363/170,

6-14=-363/170, 7-14=-317/877, 8-14=-793/421, 8-12=-84/488, 9-12=-328/281

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 17-0-0, Exterior(2) 17-0-0 to21-2-8, Interior(1) 21-2-8 to 25-5-0, Exterior(2) 25-5-0 to 29-7-15, Interior(1) 29-7-15 to 42-1-0 zone; cantilever left and right exposed;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) All plates are 5x6 MT20 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 100 lb uplift at joint(s) except (jt=lb)

1=618, 11=618.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

A07

Truss Type

Hip

Qty

1

Ply

1

Job Reference (optional)

T20992385

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:09 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-THfhqFH0oDn5HDWfT22agChATlMefF46pqH2ZoyouH8

Scale = 1:74.2

1

2

3

4

5 6

7

8

910

11

12

23 2221

2019 18

17

1615 14 13

24

25

26

27

6x12 MT20HS

5x8 5x6

5x8

5x6

3x4

6x8

7x10

3x4

3x4

7x10 2x4

3x6

4x6

2x4

7x10 3x8 7x10

5x6

5x6

5x8

7x10

4x6

4x6

4x6 13-7-0 10-10-0 15-7-0

1-2-81-2-8

1-6-8

0-4-0

7-3-55-8-13

13-9-86-6-3

14-9-81-0-0

19-0-04-2-8

23-5-04-5-0

25-7-82-2-8

29-11-54-3-13

31-6-81-7-3

34-4-92-10-1

35-0-90-8-0

35-4-9

0-4-0

36-6-8

1-1-1536-10-8

0-4-0

40-10-84-0-0

41-2-80-4-0

42-5-0

1-2-8

1-6-81-6-8

7-3-55-8-13

13-9-86-6-3

19-0-05-2-8

23-5-04-5-0

26-7-83-2-8

29-11-53-3-13

34-4-94-5-4

35-0-90-8-0

35-4-9

0-4-0

40-10-85-5-15

42-5-01-6-8

0-6-

3

8-5-

3

0-6-

3

1-0-

0

8-5-

3

5.00 12

Plate Offsets (X,Y)-- [1:Edge,0-4-5], [1:0-4-7,0-5-0], [5:0-5-12,0-2-8], [6:0-3-0,0-2-4], [9:0-4-0,Edge], [12:1-6-14,Edge], [12:0-2-2,0-5-0], [14:0-4-0,0-4-8], [17:0-6-0,0-5-4],[20:0-6-4,Edge], [22:0-3-0,0-1-8], [23:0-3-8,0-3-0]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.750.820.87

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

in0.31

-0.610.25

(loc)21

19-2012

l/defl>999>815

n/a

L/d240180n/a

PLATESMT20MT20HS

Weight: 311 lb FT = 20%

GRIP244/190187/143

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

1-4: 2x4 SP No.1, 9-12: 2x6 SP No.2BOT CHORD 2x6 SP No.2 *Except*

4-22: 2x4 SP No.3, 17-20: 2x4 SP No.1WEBS 2x4 SP No.3 *Except*

20-23,14-17: 2x4 SP No.2SLIDER Left 2x8 SP 2400F 2.0E 3-6-5, Right 2x6 SP No.2 3-1-15

BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 5-5-6 oc bracing. Except:

10-0-0 oc bracing: 20-22WEBS 1 Row at midpt 4-19, 5-18, 7-18

REACTIONS. (size) 1=0-8-0, 12=0-8-0Max Horz 1=-302(LC 10)Max Uplift 1=-604(LC 12), 12=-605(LC 12)Max Grav 1=2112(LC 1), 12=2109(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-4363/1620, 3-4=-4380/1718, 4-5=-3420/1462, 5-6=-3083/1417, 6-7=-3367/1477,

7-8=-4077/1683, 8-10=-3823/1530, 10-12=-4456/1655BOT CHORD 1-23=-1362/3904, 22-23=-156/425, 4-20=-144/695, 19-20=-1344/3965, 18-19=-932/3088,

17-18=-1210/3726, 13-14=-1397/3993, 12-13=-1397/3993WEBS 3-23=-452/291, 20-23=-1218/3519, 4-19=-1282/567, 6-18=-356/960, 8-14=-782/311,

7-17=-356/1113, 5-19=-322/982, 10-14=-689/324, 8-17=-75/501, 14-17=-1210/3604, 7-18=-1283/572

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 4-4-0, Interior(1) 4-4-0 to 19-0-0, Exterior(2) 19-0-0 to29-0-14, Interior(1) 29-0-14 to 42-1-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60

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

1=604, 12=605.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

A08

Truss Type

ROOF SPECIAL

Qty

1

Ply

1

Job Reference (optional)

T20992386

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:10 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-xTD32bIeZXvyvN5r1lZpDQEHc9gzOi2G2U0c5FyouH7

Scale = 1:74.7

1

2

3

4

5

6

7

8

9

10

19 1817

1615

14

1312 11

20

21 22

5x6

5x6

3x6

4x6

5x6

4x6

4x6 8x10 6x8

6x12 MT20HS

5x8 7x10

3x4

8x10

5x6

5x6

5x8

7x10

5x6

5x6

5x8

13-0-0 12-0-0

1-2-81-2-8

1-6-8

0-4-0

7-3-45-8-12

13-2-85-11-4

14-2-81-0-0

21-2-87-0-0

26-2-85-0-0

27-2-81-0-0

34-0-86-10-0

40-10-86-10-0

41-2-80-4-0

42-5-0

1-2-8

1-6-81-6-8

7-3-45-8-12

13-2-85-11-4

21-2-88-0-0

27-2-86-0-0

34-0-86-10-0

40-10-86-10-0

42-5-01-6-8

0-6-

3

9-3-

3

0-6-

3

1-0-

0

5.00 12

Plate Offsets (X,Y)-- [1:Edge,0-4-5], [1:0-4-7,0-4-0], [3:0-3-0,0-3-0], [10:Edge,0-4-5], [10:0-4-7,0-5-0], [11:0-5-0,0-4-8], [12:0-3-0,0-0-0], [14:0-6-4,Edge], [16:0-7-12,0-3-4],[18:0-3-0,0-0-8], [19:0-3-8,0-3-0]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.980.950.88

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

in0.33

-0.690.27

(loc)13

15-1610

l/defl>999>721

n/a

L/d240180n/a

PLATESMT20MT20HS

Weight: 283 lb FT = 20%

GRIP244/190187/143

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

3-5: 2x4 SP M 31BOT CHORD 2x6 SP No.2 *Except*

4-18,6-12: 2x4 SP No.3, 14-16: 2x4 SP No.1WEBS 2x4 SP No.3 *Except*

16-19,11-14: 2x4 SP No.2SLIDER Left 2x8 SP 2400F 2.0E 3-6-5, Right 2x8 SP 2400F 2.0E 4-1-8

BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied or 5-7-14 oc bracing. Except:

10-0-0 oc bracing: 16-18, 12-14WEBS 1 Row at midpt 4-15, 6-15

REACTIONS. (size) 1=0-8-0, 10=0-8-0Max Horz 1=337(LC 11)Max Uplift 1=-604(LC 12), 10=-605(LC 12)Max Grav 1=2112(LC 1), 10=2109(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-4344/1504, 3-4=-4501/1589, 4-5=-3160/1222, 5-6=-3122/1237, 6-8=-4241/1515,

8-10=-4319/1498BOT CHORD 1-19=-1235/3890, 18-19=-176/399, 4-16=-124/737, 15-16=-1220/4144, 14-15=-1099/3841,

6-14=-196/835, 11-12=-102/317, 10-11=-1212/3851WEBS 3-19=-505/264, 16-19=-1086/3550, 3-16=0/264, 4-15=-1656/649, 5-15=-576/1800,

6-15=-1463/583, 11-14=-1122/3562, 8-11=-472/284

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 4-4-0, Interior(1) 4-4-0 to 21-2-8, Exterior(2) 21-2-8 to25-2-8, Interior(1) 25-2-8 to 42-1-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60

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

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

1=604, 10=605.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

A10

Truss Type

Roof Special

Qty

6

Ply

1

Job Reference (optional)

T20992387

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:11 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-QfnSFxIGKq1pWXg2aS42mdmSMY0C79mPG8m9ehyouH6

Scale = 1:72.2

1

2

3

4

5

6

7

8

9

10

19 1817

1615

14

1312 11

20

21 22

23

5x6

5x6

3x6

4x6

5x6

4x6

4x6 8x10 6x8

6x12 MT20HS

5x8 7x10

3x4

8x10

5x6

5x6

5x8

8x10

5x6

5x6

5x8

1-2-81-2-8

1-6-8

0-4-0

7-3-45-8-12

13-2-85-11-4

14-2-81-0-0

21-2-87-0-0

26-2-85-0-0

27-2-81-0-0

34-0-86-10-0

40-10-86-10-0

41-2-80-4-0

42-5-0

1-2-8

1-6-81-6-8

7-3-45-8-12

13-2-85-11-4

21-2-88-0-0

27-2-86-0-0

34-0-86-10-0

40-10-86-10-0

42-5-01-6-8

0-6-

3

9-4-

4

0-6-

3

1-0-

0

5.00 12

Plate Offsets (X,Y)-- [1:Edge,0-4-5], [1:0-4-7,0-4-0], [3:0-3-0,0-3-0], [10:Edge,0-4-5], [10:0-4-7,0-4-0], [11:0-5-0,0-4-8], [12:0-3-0,0-0-0], [14:0-6-4,Edge], [16:0-7-12,0-3-4],[18:0-3-0,0-0-8], [19:0-3-8,0-3-0]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.980.950.85

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

in0.33

-0.690.27

(loc)13

15-1610

l/defl>999>721

n/a

L/d240180n/a

PLATESMT20MT20HS

Weight: 283 lb FT = 20%

GRIP244/190187/143

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

3-5: 2x4 SP M 31BOT CHORD 2x6 SP No.2 *Except*

4-18,6-12: 2x4 SP No.3, 14-16: 2x4 SP No.1WEBS 2x4 SP No.3 *Except*

16-19,11-14: 2x4 SP No.2SLIDER Left 2x8 SP 2400F 2.0E 3-6-5, Right 2x8 SP 2400F 2.0E 4-1-8

BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. Except:

10-0-0 oc bracing: 16-18, 12-14WEBS 1 Row at midpt 4-15, 6-15

REACTIONS. (size) 1=0-8-0, 10=0-8-0Max Horz 1=-284(LC 10)Max Uplift 1=-604(LC 12), 10=-605(LC 12)Max Grav 1=2112(LC 1), 10=2109(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-4344/1449, 3-4=-4501/1543, 4-5=-3160/1185, 5-6=-3122/1200, 6-8=-4241/1471,

8-10=-4319/1446BOT CHORD 1-19=-1189/3873, 18-19=-170/397, 4-16=-112/737, 15-16=-1178/4144, 14-15=-1057/3841,

6-14=-185/833, 11-12=-97/317, 10-11=-1172/3851WEBS 3-19=-505/260, 16-19=-1044/3535, 3-16=0/264, 4-15=-1578/629, 5-15=-558/1800,

6-15=-1407/561, 11-14=-1084/3562, 8-11=-472/279

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 21-2-8, Exterior(2) 21-2-8 to24-2-8, Interior(1) 24-2-8 to 42-1-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60

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

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

1=604, 10=605.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

A11

Truss Type

COMMON

Qty

1

Ply

1

Job Reference (optional)

T20992388

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:12 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-usLqSHJu589g8hFE8AbHIrJeSyObscrYVoViA7youH5

Scale = 1:69.2

1

2

3

4

5

6

7

8

9

14 1312

11 10

15

16 17

18 19 20 21

5x6

7x10

5x6

5x6

5x8 WB3x8

3x4

4x6

5x6

3x4

4x6

5x6

5x8 WB7x10

5x6

5x6

5x8

1-2-81-2-8

1-6-8

0-4-0

11-4-89-10-0

21-2-89-10-0

31-0-89-10-0

40-10-89-10-0

41-2-80-4-0

42-5-0

1-2-8

1-6-81-6-8

7-11-76-4-15

14-9-156-10-8

21-2-86-4-9

27-7-16-4-9

34-5-96-10-8

40-10-86-4-15

42-5-01-6-8

1-0-

4

9-4-

4

0-6-

3

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.960.810.86

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

in-0.25-0.570.15

(loc)12-1412-14

9

l/defl>999>864

n/a

L/d240180n/a

PLATESMT20

Weight: 251 lb FT = 20%

GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.1 *Except*

1-3: 2x4 SP M 31, 7-9: 2x4 SP No.2BOT CHORD 2x6 SP No.2 *Except*

11-13: 2x4 SP No.1WEBS 2x4 SP No.3OTHERS 2x4 SP No.3SLIDER Left 2x8 SP 2400F 2.0E 3-4-3, Right 2x8 SP 2400F 2.0E 3-10-12

BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied or 6-5-11 oc bracing.WEBS 1 Row at midpt 6-12, 4-12

REACTIONS. (size) 1=0-8-0, 9=0-8-0Max Horz 1=337(LC 11)Max Uplift 1=-605(LC 12), 9=-605(LC 12)Max Grav 1=2063(LC 17), 9=2070(LC 18)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-3854/1419, 3-4=-3527/1338, 4-5=-2639/1140, 5-6=-2636/1137, 6-7=-3797/1409,

7-9=-4190/1525BOT CHORD 1-14=-1125/3579, 12-14=-891/3142, 10-12=-926/3054, 9-10=-1245/3725WEBS 5-12=-549/1547, 6-12=-1154/503, 6-10=-156/769, 7-10=-517/381, 4-12=-1031/464,

4-14=-79/523, 3-14=-268/292

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 1-2-8 to 5-2-8, Interior(1) 5-2-8 to 21-2-8, Exterior(2) 21-2-8 to25-2-8, Interior(1) 25-2-8 to 42-1-0 zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60

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

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

1=605, 9=605.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

A12

Truss Type

Roof Special

Qty

4

Ply

1

Job Reference (optional)

T20992389

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:14 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-qETatzL8dlPOO_PdGbelNGOzYm1dKVBry6_pE0youH3

Scale = 1:73.6

1 21

2

3

22

4

5

6

7

8

9

10

18

1716

1514 13 12 11

23

24 25

26

5x8

5x6

5x6

5x8

4x6 2x4

10x14 8x12

7x10

6x8

10x16 MT20HS

2x4

3x4

7x10 2x4

2x4

2x4

4x12

6x8

7x10

5x6

5x6

5x8

1-2-81-2-8

1-6-8

0-4-0

3-6-82-0-0

3-10-80-4-0

7-3-33-4-11

11-2-83-11-5

13-8-82-6-0

14-8-81-0-0

16-7-41-10-12

19-6-82-11-4

21-2-81-8-0

28-1-56-10-13

34-7-66-6-1

40-10-86-3-2

41-2-80-4-0

42-5-0

1-2-8

1-6-81-6-8

3-10-82-4-0

7-3-33-4-11

13-8-86-5-5

16-7-42-10-12

21-2-84-7-4

28-1-56-10-13

34-7-66-6-1

40-10-86-3-2

42-5-01-6-8

0-6-

3

9-4-

4

0-6-

3

1-0-

0

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.980.960.94

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

in-0.42-1.140.37

(loc)151510

l/defl>999>438

n/a

L/d240180n/a

PLATESMT20MT20HS

Weight: 352 lb FT = 20%

GRIP244/190187/143

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

4-6: 2x6 SP No.2, 1-4: 2x6 SP M 26, 1-3: 2x4 SP No.1BOT CHORD 2x6 SP No.2 *Except*

2-16: 2x4 SP M 31, 6-13: 2x4 SP No.3WEBS 2x4 SP No.3 *Except*

14-16: 2x4 SP No.2OTHERS 2x6 SP M 26LBR SCAB 1-4 2x6 SP M 26 both sidesSLIDER Right 2x8 SP 2400F 2.0E 3-9-12

BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except:

7-1-0 oc bracing: 6-13WEBS 1 Row at midpt 7-13, 5-13

REACTIONS. (size) 1=0-8-0, 10=0-8-0Max Horz 1=335(LC 11)Max Uplift 1=-604(LC 12), 10=-616(LC 12)Max Grav 1=2111(LC 1), 10=2091(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-860/310, 2-3=-6073/2159, 3-5=-4764/1726, 5-6=-2757/1209, 6-7=-2798/1185,

7-8=-3621/1371, 8-10=-4305/1527BOT CHORD 2-17=-1993/6052, 16-17=-1991/6049, 6-13=-648/1678, 13-14=-862/3087,

12-13=-973/3261, 11-12=-1247/3835, 10-11=-1245/3838WEBS 7-13=-1191/466, 7-12=-69/550, 8-12=-714/339, 8-11=0/261, 5-14=-362/291,

14-16=-877/3141, 5-16=-644/1906, 3-16=-1971/824, 5-13=-1210/453

NOTES-1) Attached 9-0-0 scab 1 to 4, both face(s) 2x6 SP M 26 with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-3-8

from end at joint 1, nail 3 row(s) at 4" o.c. for 5-4-1.2) Unbalanced roof live loads have been considered for this design.3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 4-4-0, Interior(1) 4-4-0 to 21-2-8, Exterior(2) 21-2-8 to25-2-8, Interior(1) 25-2-8 to 42-1-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60

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) Solid blocking is required on both sides of the truss at joint(s), 1.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)

1=604, 10=616.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

A13

Truss Type

ROOF SPECIAL

Qty

6

Ply

1

Job Reference (optional)

T20992390

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:15 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-IR0y5ILnO3XF?8_ppI9_wTx9vAOR3xp?BmkNnSyouH2

Scale = 1:72.2

6

7

8

9

10

111

2

3

4

5

1413 12

16 15

20 19 1817

21

22

23

4x6 3x6

4x6

5x6

6x8

6x12 MT20HS5x12

3x4

8x10

5x6

2x4 2x4

8x10 5x8

8x10

5x8

21-8-8

21-8-8

20-6-0

21-8-0 4-10-0

1-2-81-2-8

1-6-8

0-4-0

7-9-106-3-2

14-3-116-6-1

21-2-86-10-13

22-4-81-2-0

22-10-8

0-6-0

28-0-105-2-2

28-8-80-7-14

35-0-146-4-6

40-10-85-9-10

41-2-80-4-0

42-5-0

1-2-8

1-6-81-6-8

7-9-106-3-2

14-3-116-6-1

21-2-86-10-13

28-8-87-6-0

35-0-146-4-6

40-10-85-9-10

42-5-01-6-8

0-6-

3

9-4-

4

0-6-

3

1-0-

0

5.00 12

Plate Offsets (X,Y)-- [1:Edge,0-4-5], [1:0-4-7,0-4-0], [3:0-3-0,0-3-0], [7:0-3-0,Edge], [9:0-3-0,0-3-0], [11:Edge,0-4-5], [11:0-4-7,0-4-0], [12:0-3-8,0-3-0], [13:0-3-0,0-0-0],[15:0-8-0,0-3-0], [16:0-5-4,0-3-0], [19:0-5-0,0-4-8]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.940.930.98

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

in0.30

-0.71-0.23

(loc)14

15-161

l/defl>999>702

n/a

L/d240180n/a

PLATESMT20MT20HS

Weight: 292 lb FT = 20%

GRIP244/190187/143

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

3-5,9-11,1-3: 2x4 SP No.2BOT CHORD 2x6 SP No.2 *Except*

8-13: 2x4 SP No.3, 15-16: 2x4 SP No.1WEBS 2x4 SP No.3 *Except*

12-15,16-19: 2x4 SP No.2SLIDER Left 2x8 SP 2400F 2.0E 3-9-12, Right 2x8 SP 2400F 2.0E 3-6-13

BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except:

10-0-0 oc bracing: 13-15WEBS 1 Row at midpt 8-16, 4-16

REACTIONS. (size) 11=0-8-0, 1=0-8-0Max Horz 11=337(LC 11)Max Uplift 11=-600(LC 12), 1=-605(LC 12)Max Grav 11=2119(LC 1), 1=2110(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 6-8=-3171/1227, 8-9=-4435/1544, 9-11=-4364/1494, 1-3=-4350/1502, 3-4=-3663/1342,

4-6=-3112/1216BOT CHORD 12-13=-173/382, 11-12=-1227/3911, 8-15=-117/772, 15-16=-1162/4063, 1-20=-1223/3880,

19-20=-1225/3877WEBS 9-12=-466/256, 12-15=-1078/3579, 8-16=-1587/600, 4-16=-791/364, 3-19=-732/347,

3-20=0/261, 16-19=-942/3244, 6-16=-555/1786

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 4-4-0, Interior(1) 4-4-0 to 21-2-8, Exterior(2) 21-2-8 to25-2-8, Interior(1) 25-2-8 to 42-1-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60

3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 5x6 MT20 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)

11=600, 1=605.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

A14

Truss Type

Hip

Qty

1

Ply

1

Job Reference (optional)

T20992391

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:16 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-mdaLIeMP9Nf5dIZ?N0gDThTJEZlXoQF8QQTwJuyouH1

Scale = 1:71.8

1

2

3

4

5

6

7

8

9

10

1615 14

1312 11

17 18

19

20 21 22 23

5x6

7x10

4x6

4x6

5x8 WB3x8

3x4

4x6

5x6

3x4

4x6

5x6

5x8 WB4x6

2x4

8x10

5x6

5x6

5x6

0-4-00-4-0

4-10-84-6-8

6-8-151-10-7

10-2-03-5-1

20-0-09-10-0

29-10-09-10-0

39-8-09-10-0

40-0-00-4-0

41-2-8

1-2-8

0-4-00-4-0

4-10-84-6-8

6-8-151-10-7

13-7-76-10-8

20-0-06-4-9

26-4-96-4-9

33-3-16-10-8

39-8-06-4-15

41-2-81-6-8

1-0-

4

9-3-

10

0-6-

3

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.970.810.84

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

in-0.24-0.530.15

(loc)11-1311-13

10

l/defl>999>933

n/a

L/d240180n/a

PLATESMT20

Weight: 257 lb FT = 20%

GRIP244/190

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

1-4: 2x4 SP No.1BOT CHORD 2x6 SP No.2 *Except*

12-14: 2x4 SP No.1WEBS 2x4 SP No.3OTHERS 2x4 SP No.3SLIDER Left 2x6 SP No.2 3-4-3, Right 2x8 SP 2400F 2.0E 3-10-12

BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied or 6-7-5 oc bracing.WEBS 1 Row at midpt 7-13, 5-13

REACTIONS. (size) 1=Mechanical, 10=0-8-0Max Horz 1=-284(LC 10)Max Uplift 1=-605(LC 12), 10=-605(LC 12)Max Grav 1=2044(LC 1), 10=2044(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-3705/1316, 3-4=-3615/1340, 4-5=-3547/1308, 5-6=-2636/1105, 6-7=-2637/1104,

7-8=-3745/1369, 8-10=-4150/1480BOT CHORD 1-16=-1038/3271, 15-16=-1076/3509, 13-15=-861/3039, 11-13=-892/3053,

10-11=-1209/3703WEBS 6-13=-532/1534, 7-13=-1096/488, 7-11=-148/743, 8-11=-491/370, 5-13=-971/452,

5-15=-85/569, 4-15=-349/252, 4-16=-352/112, 3-16=-88/429

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 1-2-8 to 4-2-8, Interior(1) 4-2-8 to 21-2-8, Exterior(2) 21-2-8 to24-2-8, Interior(1) 24-2-8 to 42-1-0 zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60

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

will fit between the bottom chord and any other members, with BCDL = 10.0psf.5) Refer to girder(s) for truss to truss connections.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)

1=605, 10=605.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

A15

Truss Type

Hip

Qty

1

Ply

1

Job Reference (optional)

T20992392

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:17 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-Ep8jW_N1wgnyFS8CxjBS?u0V5z3KXteHf4DTrLyouH0

Scale = 1:81.4

7

8

9

10

11

5 6

12

3

4

14 13 12

17 16 15

22 21 20 19 18

24

25

26

5x6

5x6 5x8

5x6

2x4 2x4

2x4 7x10

7x10

5x8

7x10

8x10

3x4

2x4 6x8

3x4

2x4

5x8

2x4

3x4

2x4 5x12

8x10

5x6

5x6

5x8

5-1-135-1-13

11-6-36-4-5

17-10-86-4-5

21-8-03-9-8

22-1-80-5-8

26-6-04-4-8

28-5-131-11-13

34-10-36-4-5

40-0-05-1-13

41-2-81-2-8

5-1-135-1-13

11-6-36-4-5

17-10-86-4-5

21-8-03-9-8

22-1-80-5-8

26-6-04-4-8

28-5-131-11-13

34-10-36-4-5

41-2-86-4-5

1-0-

4

8-5-

10

0-6-

3

1-0-

0

8-5-

10

5.00 12

Plate Offsets (X,Y)-- [1:0-7-15,0-0-2], [3:0-3-0,0-3-0], [5:0-5-12,0-2-8], [7:0-3-0,0-2-4], [9:0-3-0,0-3-0], [11:0-4-7,0-4-0], [11:Edge,0-4-5], [12:0-3-8,0-3-8], [15:0-3-8,0-2-4],[17:0-7-0,0-2-8], [20:0-1-12,0-3-0], [21:0-5-0,0-4-8]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.900.900.89

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

in0.31

-0.60-0.23

(loc)14

15-161

l/defl>999>812

n/a

L/d240180n/a

PLATESMT20

Weight: 311 lb FT = 20%

GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.1 *Except*

5-7,9-11: 2x4 SP No.2, 1-3: 2x4 SP M 31BOT CHORD 2x6 SP No.2 *Except*

14-23,16-18: 2x4 SP No.3, 15-17: 2x4 SP No.1WEBS 2x4 SP No.3 *Except*

12-15,17-20: 2x4 SP No.2SLIDER Left 2x6 SP No.2 2-5-13, Right 2x8 SP 2400F 2.0E 3-0-6

BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 5-5-5 oc bracing.WEBS 1 Row at midpt 8-16, 6-19, 4-20

REACTIONS. (size) 1=Mechanical, 11=0-8-0Max Horz 11=-256(LC 10)Max Uplift 1=-593(LC 12), 11=-584(LC 12)Max Grav 1=2065(LC 1), 11=2080(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 7-8=-3326/1338, 8-9=-4646/1692, 9-11=-4322/1518, 5-6=-2963/1311, 6-7=-2986/1319,

1-3=-3759/1372, 3-4=-3562/1378, 4-5=-2930/1240BOT CHORD 11-12=-1261/3857, 16-17=-819/2967, 15-16=-1335/4240, 1-22=-1090/3263,

21-22=-1093/3265, 20-21=-1042/3241WEBS 9-12=-567/306, 9-15=-55/393, 8-15=-157/854, 5-20=-289/52, 4-21=0/307,

7-16=-263/824, 8-16=-1548/622, 12-15=-1254/3825, 6-17=-265/86, 4-20=-870/407, 6-16=-112/251, 5-17=-307/1026, 17-20=-760/2690

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 1-2-8 to 4-2-8, Interior(1) 4-2-8 to 19-1-0, Exterior(2) 19-1-0 to27-6-15, Interior(1) 27-6-15 to 42-1-0 zone; cantilever right exposed ;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

will fit between the bottom chord and any other members.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)

1=593, 11=584.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

A16

Truss Type

Hip

Qty

1

Ply

1

Job Reference (optional)

T20992393

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:19 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-BCGTwgPHSI1gUlHa28Dw4J5rmnnT?mqa6NiawDyouH_

Scale = 1:72.6

7

8

9

10

11

5 6

1

2

3

4

14 13 12

1716

15

21 20 19 18

24

25

26

27

28

5x6

5x8 5x8

5x8

7x10

4x6

4x6

6x8

7x10

7x10 4x6

3x4

7x10 3x4 8x10

5x6

5x6

5x8

4-10-0

0-4-00-4-0

8-1-47-9-4

15-10-87-9-4

18-3-102-5-2

19-8-01-4-6

20-8-0

1-0-021-8-0

1-0-0

24-0-132-4-13

24-1-8

0-0-11

26-6-02-4-8

27-6-01-0-0

28-6-0

1-0-0

33-7-05-1-0

39-8-06-1-0

40-0-00-4-0

41-2-8

1-2-8

0-4-00-4-0

5-9-145-5-14

8-1-42-3-6

15-10-87-9-4

18-3-102-5-2

19-8-01-4-6

20-8-0

1-0-024-1-83-5-8

27-6-03-4-8

28-6-01-0-0

33-7-05-1-0

39-8-06-1-0

41-2-81-6-8

1-0-

4

7-7-

10

0-6-

3

1-0-

0

7-7-

10

5.00 12

Plate Offsets (X,Y)-- [1:0-7-15,0-0-2], [4:0-4-0,0-3-0], [5:0-4-0,0-2-2], [7:0-4-0,0-2-2], [9:0-3-0,0-3-0], [11:Edge,0-4-5], [11:0-4-7,0-4-0], [12:0-3-8,0-3-0], [15:0-3-12,Edge],[17:0-6-4,0-4-12], [20:0-4-0,0-4-8]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.950.790.85

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

in0.28

-0.55-0.22

(loc)1414

1

l/defl>999>885

n/a

L/d240180n/a

PLATESMT20

Weight: 303 lb FT = 20%

GRIP244/190

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

4-5,9-11: 2x4 SP M 31, 1-4: 2x4 SP No.1BOT CHORD 2x6 SP No.2 *Except*

15-17: 2x4 SP No.2WEBS 2x4 SP No.3 *Except*

12-15,17-20: 2x4 SP No.2SLIDER Left 2x6 SP No.2 4-1-0, Right 2x8 SP 2400F 2.0E 3-8-10

BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied or 5-10-0 oc bracing.WEBS 1 Row at midpt 4-20

REACTIONS. (size) 1=Mechanical, 11=0-8-0Max Horz 11=230(LC 11)Max Uplift 1=-592(LC 12), 11=-583(LC 12)Max Grav 1=2066(LC 1), 11=2081(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 7-8=-4461/1815, 8-9=-4448/1675, 9-11=-4275/1516, 5-6=-3466/1477, 6-7=-3282/1414,

1-3=-3802/1405, 3-4=-3685/1425, 4-5=-3188/1294BOT CHORD 11-12=-1268/3810, 16-17=-1038/3480, 15-16=-970/3280, 1-21=-1121/3273,

20-21=-1172/3456WEBS 9-12=-568/304, 12-15=-1266/3759, 9-15=-19/331, 7-15=-563/1354, 4-20=-762/371,

8-15=-403/315, 5-17=-355/1110, 7-16=-68/434, 6-16=-549/202, 17-20=-851/2848, 3-21=-78/294

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 1-2-8 to 4-2-8, Interior(1) 4-2-8 to 17-1-6, Exterior(2) 17-1-6 to21-4-4, Interior(1) 21-4-4 to 25-3-10, Exterior(2) 25-3-10 to 29-6-9, Interior(1) 29-6-9 to 42-1-0 zone; cantilever right exposed ;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) All plates are 2x4 MT20 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) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)

1=592, 11=583.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

A17

Truss Type

Roof Special

Qty

1

Ply

1

Job Reference (optional)

T20992394

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:20 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-fOqr80PvDb9X6vsmcrl9dXe?_B7kkE1kL1R8RgyouGz

Scale = 1:73.9

78

9

10

11

12

4 5 6

1

2

3

1514 13

17 16

21 20 1918

22

23

24 25

26

5x6

3x6 5x8

5x8

5x6

5x6

2x4

2x4

4x6

7x10

4x6

4x6

6x8

6x8

7x10 2x4

5x6

5x8

8x10

5x6

5x6

5x8

17-1-8

4-10-0

0-4-00-4-0

6-7-36-3-2

13-10-87-3-5

20-8-06-9-8

21-8-01-0-0

26-6-04-10-0

27-6-01-0-0

33-10-66-4-6

39-8-05-9-10

40-0-00-4-0

41-2-8

1-2-8

0-4-00-4-0

6-7-36-3-2

13-10-87-3-5

20-8-06-9-8

26-0-135-4-13

27-6-01-5-3

33-10-66-4-6

39-8-05-9-10

41-2-81-6-8

1-0-

4

6-9-

10

7-7-

13

0-6-

3

1-0-

0

6-9-

10

5.00 12

Plate Offsets (X,Y)-- [1:0-7-15,0-0-2], [3:0-3-0,0-3-0], [4:0-4-0,0-2-2], [7:0-3-0,Edge], [8:0-2-0,0-2-0], [10:0-3-0,0-3-0], [12:0-4-7,0-4-0], [12:Edge,0-4-5], [13:0-3-8,0-3-0],[14:0-3-0,0-0-0], [16:0-2-4,Edge], [17:0-2-8,0-3-4], [19:0-3-0,0-0-8], [20:0-5-0,0-4-8]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.990.790.79

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

in0.32

-0.68-0.21

(loc)16-1716-17

1

l/defl>999>726

n/a

L/d240180n/a

PLATESMT20

Weight: 291 lb FT = 20%

GRIP244/190

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

4-8: 2x4 SP No.1, 3-4,1-3: 2x4 SP M 31BOT CHORD 2x6 SP No.2 *Except*

9-14,5-19: 2x4 SP No.3, 16-17: 2x4 SP No.1WEBS 2x4 SP No.3 *Except*

13-16,17-20: 2x4 SP No.2SLIDER Left 2x6 SP No.2 3-6-0, Right 2x8 SP 2400F 2.0E 3-6-13

BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied or 6-2-14 oc bracing. Except:

10-0-0 oc bracing: 14-16, 17-19

REACTIONS. (size) 1=Mechanical, 12=0-8-0Max Horz 12=230(LC 11)Max Uplift 1=-595(LC 12), 12=-590(LC 12)Max Grav 1=2061(LC 1), 12=2069(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 7-8=-387/221, 8-9=-4257/1667, 9-10=-4263/1562, 10-12=-4257/1506, 4-5=-3892/1571,

5-6=-3911/1571, 6-8=-3553/1404, 1-3=-3881/1403, 3-4=-3337/1307, 6-7=-389/206BOT CHORD 13-14=-134/360, 12-13=-1224/3800, 9-16=-438/275, 16-17=-1021/3492, 5-17=-646/387,

1-21=-1132/3370, 20-21=-1135/3368, 19-20=-96/270WEBS 10-13=-452/270, 13-16=-1111/3490, 8-17=-267/773, 3-20=-467/260, 8-16=-415/1200,

4-17=-384/1149, 17-20=-822/2760

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 1-2-8 to 4-2-8, Interior(1) 4-2-8 to 15-1-6, Exterior(2) 15-1-6 to18-1-6, Interior(1) 18-1-6 to 25-3-8, Exterior(2) 25-3-8 to 28-3-8, Interior(1) 28-3-8 to 42-1-0 zone; cantilever right exposed ;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide

will fit between the bottom chord and any other members.6) 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)

1=595, 12=590.8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

A18

Truss Type

Roof Special

Qty

1

Ply

1

Job Reference (optional)

T20992395

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:21 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-7bOELMQXzvIOj3RzAZGOAkBAfaSdTfptZhBhz6youGy

Scale = 1:73.9

7

8

9

10

11

64 5

1

2

3

1413 12

16 15

21 20 19 1817

22

23

24

25

26

27

28 29

6x8

6x8 5x6

7x10

5x8

5x6

2x4

7x10

5x6

6x8

5x12 7x10

3x6

6x8

3x4

2x4 2x4

8x10

5x6

5x6

5x8 20-6-021-8-0

0-4-00-4-0

6-0-135-8-12

11-10-85-9-11

15-11-84-1-0

20-0-84-1-0

20-8-00-7-8

21-8-0

1-0-0

26-6-04-10-0

27-6-01-0-0

33-10-66-4-6

39-8-05-9-10

40-0-00-4-0

41-2-8

1-2-8

0-4-00-4-0

6-0-135-8-12

11-10-85-9-11

15-11-84-1-0

20-0-84-1-0

20-8-00-7-8

24-1-03-5-0

27-6-03-5-0

33-10-66-4-6

39-8-05-9-10

41-2-81-6-8

1-0-

4

5-11

-10

7-7-

13

0-6-

3

1-0-

0

5-11

-10

5.00 12

Plate Offsets (X,Y)-- [1:0-7-15,0-0-2], [4:0-3-0,0-2-4], [9:0-3-0,0-3-0], [11:0-4-7,0-4-0], [11:Edge,0-4-5], [12:0-3-8,0-3-0], [13:0-3-0,0-0-0], [15:0-5-0,0-3-0], [16:0-4-0,Edge],[19:0-1-12,0-2-12], [20:0-4-12,0-4-8]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.930.880.95

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

in0.39

-0.89-0.23

(loc)17

15-161

l/defl>999>551

n/a

L/d240180n/a

PLATESMT20

Weight: 292 lb FT = 20%

GRIP244/190

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

7-9: 2x4 SP No.1, 1-4: 2x4 SP M 31BOT CHORD 2x6 SP No.2 *Except*

8-13: 2x4 SP No.3, 15-16: 2x4 SP No.1WEBS 2x4 SP No.3 *Except*

12-15,16-19: 2x4 SP No.2SLIDER Left 2x6 SP No.2 3-0-0, Right 2x8 SP 2400F 2.0E 3-6-13

BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied or 6-5-11 oc bracing. Except:

10-0-0 oc bracing: 13-15WEBS 1 Row at midpt 7-16, 6-18

REACTIONS. (size) 1=Mechanical, 11=0-8-0Max Horz 11=-230(LC 10)Max Uplift 1=-591(LC 12), 11=-586(LC 12)Max Grav 1=2067(LC 1), 11=2076(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 7-8=-4279/1683, 8-9=-4288/1566, 9-11=-4275/1516, 6-7=-5006/1990, 4-5=-3638/1492,

5-6=-4563/1767, 1-3=-3829/1393, 3-4=-3499/1374BOT CHORD 12-13=-148/335, 11-12=-1226/3817, 8-15=-446/313, 15-16=-911/3249, 1-21=-1134/3318,

20-21=-1134/3318, 19-20=-1005/3174WEBS 9-12=-457/266, 12-15=-1091/3542, 7-15=-474/1394, 7-16=-975/2482, 5-16=-419/1406,

5-19=-1389/532, 4-19=-286/820, 4-20=-38/314, 16-19=-1154/3613, 6-16=-2200/965

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 1-2-8 to 4-2-8, Interior(1) 4-2-8 to 13-1-0, Exterior(2) 13-1-0 to16-1-0, Interior(1) 16-1-0 to 25-3-8, Exterior(2) 25-3-8 to 28-3-8, Interior(1) 28-3-8 to 42-1-0 zone; cantilever right exposed ;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide

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

1=591, 11=586.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

A19

Truss Type

Hip

Qty

1

Ply

1Job Reference (optional)

T20992396

8.240 s Jun 26 2020 MiTek Industries, Inc. Tue Aug 11 16:09:31 2020 Page 1 ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-3o0gaiB12MQ4aggSA8q2WfIz_LQk_w?_pyIjSzyou_2

Scale = 1:75.0

14

15

16

17

4 56

9 11 1213

1

2

3

7

8

10

2120 19 18

23 22

28 27 26 2524

3031

32

33 34 35

36

37

5x12

7x10

5x8

3x4

5x6

7x10 6x8

3x4

6x12 MT20HS

5x6 3x6

6x8 7x10

3x4

5x6

3x4

2x4 3x4

2x4

5x8

2x4 2x4

5x6

2x4

6x8

5x6

5x6

4x6

12-3-04-10-84-10-8

0-4-00-4-0

5-3-34-11-3

9-11-34-8-0

15-4-45-5-1

20-8-05-3-12

21-8-01-0-0

26-6-04-10-0

27-6-01-0-0

30-1-82-7-8

34-9-124-8-4

39-8-04-10-4

40-0-00-4-0

41-2-8

1-2-8

0-4-00-4-0

5-3-34-11-3

9-11-34-8-0

10-7-00-7-13

15-4-44-9-4

20-8-05-3-12

24-1-03-5-0

27-6-03-5-0

30-1-82-7-8

34-9-124-8-4

39-8-04-10-4

41-2-81-6-8

1-0-

4

5-1-

10

7-7-

13

0-6-

3

1-0-

0

5-1-

10

5.00 12

Plate Offsets (X,Y)-- [1:0-7-15,0-0-2], [4:0-5-4,0-2-8], [9:0-3-0,0-3-0], [14:0-3-0,0-2-4], [17:0-5-7,0-4-0], [19:0-3-0,0-3-0], [22:0-7-12,0-3-4], [23:0-4-0,Edge], [26:0-1-12,0-2-12], [27:0-5-0,0-4-8]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.880.880.84

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

in0.38

-0.78-0.22

(loc)24

22-231

l/defl>999>631

n/a

L/d240180n/a

PLATESMT20MT20HS

Weight: 312 lb FT = 20%

GRIP244/190187/143

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

1-4,9-14: 2x4 SP M 31BOT CHORD 2x6 SP No.2 *Except*

12-20: 2x4 SP No.3, 22-23: 2x4 SP No.1WEBS 2x4 SP No.3 *Except*

19-22,23-26: 2x4 SP No.2SLIDER Left 2x6 SP No.2 3-0-0, Right 2x8 SP 2400F 2.0E 3-0-10

BRACING-TOP CHORD Structural wood sheathing directly applied. Except:

1 Row at midpt 6-11, 11-13BOT CHORD Rigid ceiling directly applied or 5-5-1 oc bracing. Except:

10-0-0 oc bracing: 20-22JOINTS 1 Brace at Jt(s): 11

REACTIONS. (lb/size) 1=1943/Mechanical, 17=1850/0-8-0Max Horz 17=-195(LC 10)Max Uplift 1=-549(LC 12), 17=-533(LC 12)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 14-31=-3314/1454, 15-31=-3328/1432, 15-16=-3682/1540, 16-17=-3769/1517,

4-32=-3831/1667, 32-33=-3835/1666, 33-34=-3841/1665, 5-34=-3842/1665, 5-35=-4875/2026, 6-35=-4875/2026, 6-9=-4875/2026, 9-11=-4895/2027, 11-12=-4895/2197, 12-13=-4120/1769, 13-14=-4121/1769, 1-2=-3538/1366, 2-36=-3425/1371, 3-36=-3414/1383, 3-37=-3342/1378, 4-37=-3296/1398

BOT CHORD 18-19=-1139/3356, 17-18=-1139/3356, 12-22=-553/376, 22-23=-1310/4164, 1-28=-1111/3043, 27-28=-1111/3043, 26-27=-1022/3021

WEBS 15-19=-482/247, 14-19=-739/206, 19-22=-869/3029, 14-22=-686/2002, 12-23=-473/956, 5-23=-449/1274, 5-26=-1312/627, 4-26=-462/1131, 9-23=-415/345, 23-26=-1322/3723

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft;

Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 1-2-8 to 4-2-8, Interior(1) 4-2-8 to 11-5-14, Exterior(2)11-5-14 to 15-8-12, Interior(1) 15-8-12 to 25-2-13, Exterior(2) 31-4-0 to 35-6-15, Interior(1) 35-6-15 to 42-1-0 zone; cantilever 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) 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) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 lb uplift at joint 1 and 533 lb uplift

at joint 17.9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.

LOAD CASE(S) Standard

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

A20

Truss Type

Roof Special

Qty

1

Ply

1Job Reference (optional)

T20992397

8.240 s Jun 26 2020 MiTek Industries, Inc. Tue Aug 11 16:24:22 2020 Page 1 ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-UCLWaNzwD7hfzbIitmJ_7YiCsWXSFsX7h3dNDqyotm7

Scale = 1:77.9

17

1819

20

5 67

10 12 1315

4

1

2

3

11

14168

9

2322 21

25 24

30 29 28 2726

31 32 33 34 35

36

37

38397x10

7x10

5x8

4x6

4x6

8x10 6x8

2x4

8x14 MT20HS

8x14 MT20HS

8x14 MT20HS

5x6

4x6

2x4

5x6

3x4

2x4

6x8

3x4

2x4

3x4

2x4

6x8

10x12

7x10

5x6

5x6

5x8 20-6-021-8-0

0-4-00-4-0

5-5-85-1-8

13-3-87-10-0

16-10-143-7-6

20-8-03-9-2

21-8-01-0-0

26-6-04-10-0

27-6-01-0-0

32-1-84-7-8

39-8-07-6-8

40-0-00-4-0

41-2-8

1-2-8

0-4-00-4-0

5-5-85-1-8

10-7-05-1-8

13-3-82-8-8

16-10-143-7-6

19-2-82-3-10

20-8-01-5-8

24-1-03-5-0

27-6-03-5-0

28-11-81-5-8

32-1-83-2-0

36-0-153-11-7

39-8-03-7-1

41-2-81-6-8

1-0-

4

4-3-

105-5-

37-7-

13

0-6-

3

1-0-

0

4-3-

10

5.00 12

Plate Offsets (X,Y)-- [1:0-7-15,0-0-2], [12:0-4-0,0-2-4], [17:0-2-9,0-2-7], [20:Edge,0-4-5], [20:0-4-7,0-5-0], [21:0-2-8,0-3-0], [24:0-5-4,0-4-8], [25:0-8-4,0-4-0], [29:0-5-0,0-4-8]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.960.790.97

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

in0.69

-1.12-0.28

(loc)2626

1

l/defl>712>440

n/a

L/d240180n/a

PLATESMT20MT20HS

Weight: 324 lb FT = 20%

GRIP244/190187/143

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

12-17: 2x4 SP No.1, 1-4,5-12: 2x4 SP M 31BOT CHORD 2x6 SP No.2 *Except*

24-25: 2x6 SP M 26WEBS 2x4 SP No.3 *Except*

21-24,17-24,4-29: 2x4 SP No.2, 25-28: 2x4 SP No.1SLIDER Left 2x6 SP No.2 3-0-0, Right 2x8 SP 2400F 2.0E 3-0-0

BRACING-TOP CHORD Structural wood sheathing directly applied or 1-7-10 oc purlins.

Except: 1 Row at midpt 7-122 Rows at 1/3 pts 12-152-5-0 oc bracing: 6-7

BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing. Except: 10-0-0 oc bracing: 22-24

WEBS 1 Row at midpt 10-24JOINTS 1 Brace at Jt(s): 12, 7

REACTIONS. (lb/size) 1=2108/Mechanical, 20=2136/0-8-0Max Horz 20=205(LC 11)Max Uplift 1=-715(LC 12), 20=-761(LC 12)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 17-18=-4186/2285, 18-19=-4328/2350, 19-20=-4418/2332, 5-31=-5463/3085,

31-32=-5463/3085, 6-32=-5463/3085, 6-33=-7482/4163, 7-33=-7482/4163, 7-10=-7482/4163, 10-12=-6491/3700, 12-13=-6491/3610, 13-15=-6356/3612, 15-34=-6356/3612, 34-35=-6356/3612, 17-35=-6357/3612, 4-5=-5201/2861, 1-2=-3911/1882, 2-36=-3798/1887, 3-36=-3787/1897, 3-37=-3698/1956, 4-37=-3649/1970, 11-38=-268/225, 14-38=-308/206, 9-39=-311/194, 11-39=-268/214

BOT CHORD 21-22=-536/938, 20-21=-2117/3938, 13-24=-453/609, 24-25=-3958/7541, 1-30=-1549/3374, 29-30=-1556/3320, 28-29=-2433/4900

WEBS 17-21=-514/407, 21-24=-1514/2977, 17-24=-1730/3015, 6-25=-1360/2549, 5-29=-2736/1663, 4-29=-1800/3262, 14-15=-450/570, 7-9=-451/562, 12-14=-53/253, 9-12=-68/260, 10-24=-1358/972, 25-28=-2862/5492, 6-28=-2043/1266, 5-28=-615/832

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft;

Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 1-2-8 to 4-2-8, Interior(1) 4-2-8 to 11-9-8, Exterior(2)11-9-8 to 14-6-0, Interior(1) 19-2-0 to 25-3-8, Exterior(2) 14-6-0 to 17-6-0, Interior(1) 17-6-0 to 33-4-0, Exterior(2) 25-3-8 to 28-3-8,Interior(1) 28-3-8 to 42-1-0 zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60

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.7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 715 lb uplift at joint 1 and 761 lb uplift

at joint 20.Continued on page 2

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

A20

Truss Type

Roof Special

Qty

1

Ply

1Job Reference (optional)

T20992397

8.240 s Jun 26 2020 MiTek Industries, Inc. Tue Aug 11 16:24:22 2020 Page 2 ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-UCLWaNzwD7hfzbIitmJ_7YiCsWXSFsX7h3dNDqyotm7

NOTES-9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.

LOAD CASE(S) Standard

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

2221_M_160_C_3-CAR

Truss

B03

Truss Type

Hip Girder

Qty

1

Ply

1

Job Reference (optional)

T20992398

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:25 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-?MdkBjT218oqCglkPPKKKaLrvCr8PUSTUJ9v6tyouGu

Scale = 1:35.5

1

2

3 4 5

6

10 9 87

11 12 13 14 15 16

17 18 19 20

5x8

4x6

5x6

2x4 7x10

5x6 2x4

6x8

4x6

3x4

0-0-120-0-12

0-4-11

0-3-15

5-9-85-4-13

10-7-04-9-8

15-4-84-9-8

20-9-85-5-0

0-0-120-0-12

0-4-11

0-3-15

5-9-85-4-13

10-7-04-9-8

15-4-84-9-8

20-9-85-5-0

1-0-

4

3-5-

3

1-2-

2

3-5-

3

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.970.710.84

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

in0.15

-0.230.04

(loc)9

9-107

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20

Weight: 124 lb FT = 20%

GRIP244/190

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

1-3: 2x4 SP M 31BOT CHORD 2x6 SP No.2WEBS 2x4 SP No.3SLIDER Left 2x6 SP No.2 3-0-0

BRACING-TOP CHORD Structural wood sheathing directly applied, except end verticals.BOT CHORD Rigid ceiling directly applied or 6-11-8 oc bracing.

REACTIONS. (size) 1=Mechanical, 7=0-3-8Max Horz 1=86(LC 7)Max Uplift 1=-706(LC 8), 7=-729(LC 8)Max Grav 1=1656(LC 1), 7=1688(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-2998/1325, 3-4=-3298/1543, 4-5=-3298/1543, 5-6=-2760/1237, 6-7=-1608/737BOT CHORD 1-10=-1120/2571, 9-10=-1124/2564, 8-9=-1082/2479, 7-8=-142/300WEBS 3-10=0/331, 3-9=-399/955, 4-9=-769/507, 5-9=-406/1010, 6-8=-941/2205

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; 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

will fit between the bottom chord and any other members.6) Refer to girder(s) for truss to truss connections.7) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify

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

1=706, 7=729.9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 257 lb down and 467 lb up at

7-0-0, 107 lb down and 187 lb up at 9-0-12, 107 lb down and 187 lb up at 11-0-12, 107 lb down and 187 lb up at 12-6-4, and 107 lbdown and 187 lb up at 14-6-4, and 313 lb down and 485 lb up at 16-7-0 on top chord, and 141 lb down and 29 lb up at 7-0-0, 60 lbdown at 9-0-12, 60 lb down at 11-0-12, 60 lb down at 12-6-4, and 60 lb down at 14-6-4, and 141 lb down and 29 lb up at 16-6-4on bottom chord. The design/selection of such connection device(s) is the responsibility of others.

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

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

Continued on page 2

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

B03

Truss Type

Hip Girder

Qty

1

Ply

1

Job Reference (optional)

T20992398

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:25 2020 Page 2 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-?MdkBjT218oqCglkPPKKKaLrvCr8PUSTUJ9v6tyouGu

LOAD CASE(S) StandardUniform Loads (plf)

Vert: 1-3=-80, 3-5=-80, 5-6=-80, 1-7=-20Concentrated Loads (lb)

Vert: 5=-257(B) 10=-87(B) 3=-257(B) 8=-87(B) 12=-107(B) 13=-107(B) 14=-107(B) 15=-107(B) 17=-41(B) 18=-41(B) 19=-41(B) 20=-41(B)

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

2221_M_160_C_3-CAR

Truss

B04

Truss Type

Hip

Qty

1

Ply

1Job Reference (optional)

T20992399

8.240 s Jun 26 2020 MiTek Industries, Inc. Tue Aug 11 16:26:06 2020 Page 1 ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-RDeqPxE9j4nvSaEhzcANLT?3NR8lc4ZRcFpttoyotkV

Scale = 1:36.2

1

2

3 4

5

6

7

10 98

11

12 13 14

3x8

4x6

4x6

5x6

3x8

7x10 2x4

5x6

3x6

3x4

4x6

0-0-120-0-12

0-4-9

0-3-13

7-9-87-4-15

13-4-85-7-0

20-9-87-5-0

0-0-120-0-12

0-4-9

0-3-13

7-9-87-4-15

13-4-85-7-0

20-9-87-5-0

1-0-

4

2-9-

11

1-4-

7

4-3-

3

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.660.350.25

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

in-0.04-0.080.02

(loc)9-101-10

8

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20

Weight: 131 lb FT = 20%

GRIP244/190

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

7-8: 2x6 SP No.2SLIDER Left 2x6 SP No.2 3-10-1

BRACING-TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins,

except end verticals.BOT CHORD Rigid ceiling directly applied or 8-9-15 oc bracing.

REACTIONS. (lb/size) 1=1028/Mechanical, 8=1028/0-3-8Max Horz 1=130(LC 12)Max Uplift 1=-297(LC 12), 8=-312(LC 12)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-11=-1657/680, 2-11=-1533/682, 2-3=-1459/695, 3-12=-1282/664, 12-13=-1282/664,

13-14=-1282/664, 4-14=-1282/664, 4-5=-1401/641, 5-6=-1748/896, 6-8=-948/486, 5-7=-261/311

BOT CHORD 1-10=-646/1346, 9-10=-647/1340, 8-9=-553/814WEBS 3-10=0/286, 6-9=-106/655

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft;

Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 1-2-8 to 4-2-8, Interior(1) 4-2-8 to 9-0-0, Exterior(2)9-0-0 to 13-2-15, Interior(1) 13-2-15 to 14-7-0, Exterior(2) 14-7-0 to 18-0-11, Interior(1) 18-0-11 to 21-9-4 zone;C-C for membersand 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

will fit between the bottom chord and any other members.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 297 lb uplift at joint 1 and 312 lb uplift

at joint 8.8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.

LOAD CASE(S) Standard

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

B05

Truss Type

Roof Special

Qty

1

Ply

1Job Reference (optional)

T20992400

8.240 s Jun 26 2020 MiTek Industries, Inc. Tue Aug 11 16:27:54 2020 Page 1 ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-G_9f4sYvIGOaPAVRIH6ijFUZSz_mwt?KR2_bfYyotip

Scale = 1:37.0

1

2

3

4 5

6

7

11 10 98

12

13

14 15

16

3x8

4x6

5x8 4x6

4x6

2x4

3x6 7x10 3x4

2x4

3x4

2x4

4x6

0-4-00-4-0

9-4-89-0-8

11-9-82-5-0

15-3-83-6-0

16-1-120-10-4

20-9-84-7-12

0-4-00-4-0

4-10-44-6-4

9-4-84-6-4

11-9-82-5-0

15-3-83-6-0

16-1-120-10-4

20-9-84-7-12

1-0-

4

3-5-

10

1-3-

9

4-11

-2

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.510.430.46

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

in-0.06-0.140.02

(loc)1-111-11

8

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20

Weight: 145 lb FT = 20%

GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x6 SP No.2WEBS 2x4 SP No.3SLIDER Left 2x6 SP No.2 3-0-0

BRACING-TOP CHORD Structural wood sheathing directly applied or 3-9-11 oc purlins,

except end verticals. Except: 4-6-0 oc bracing: 6-7

BOT CHORD Rigid ceiling directly applied or 9-4-8 oc bracing.

REACTIONS. (lb/size) 1=1032/Mechanical, 8=1032/0-4-0Max Horz 1=133(LC 11)Max Uplift 1=-305(LC 12), 8=-307(LC 12)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-1706/727, 2-13=-1596/738, 3-13=-1585/747, 3-14=-1369/585, 4-14=-1295/599,

4-5=-1163/629, 5-15=-1260/630, 6-15=-1336/612, 6-16=-1426/634, 7-16=-1550/623, 7-8=-962/449

BOT CHORD 1-11=-609/1427, 10-11=-379/1203, 9-10=-520/1372WEBS 3-11=-294/260, 4-11=0/394, 5-10=-109/269, 6-10=-287/152, 7-9=-453/1210

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft;

Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 1-2-8 to 4-2-8, Interior(1) 4-2-8 to 10-7-0, Exterior(2)10-7-0 to 16-0-0, Interior(1) 16-0-0 to 21-10-4 zone;C-C for members and forces & MWFRS for reactions shown; LumberDOL=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

will fit between the bottom chord and any other members.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 305 lb uplift at joint 1 and 307 lb uplift

at joint 8.8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.

LOAD CASE(S) Standard

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

CJ1

Truss Type

JACK-OPEN

Qty

20

Ply

1

Job Reference (optional)

T20992401

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:28 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-QxJtplWwK3AO38TJ4Xu1yDzbgP2Tc2JvAHNZjCyouGr

Scale = 1:7.3

1

2

33x4

0-10-150-10-15

0-10-150-10-15

0-6-

3

0-10

-12

0-6-

6

0-10

-12

5.00 12

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-P

0.040.030.00

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

in-0.00-0.000.00

(loc)13

l/defln/rn/rn/a

L/d120120n/a

PLATESMT20

Weight: 3 lb FT = 20%

GRIP244/190

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

BRACING-TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.

REACTIONS. (size) 2=Mechanical, 3=MechanicalMax Horz 2=69(LC 1), 3=-71(LC 17)Max Uplift 2=-27(LC 12)Max Grav 2=90(LC 1)

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

NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; 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

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

will fit between the bottom chord and any other members.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

CJ3

Truss Type

JACK-OPEN

Qty

17

Ply

1

Job Reference (optional)

T20992402

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:28 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-QxJtplWwK3AO38TJ4Xu1yDzZmP2Wc2JvAHNZjCyouGr

Scale = 1:11.5

1

2

36x8

3x12 MT20HS

1-2-81-2-8

1-6-80-4-0

2-10-151-4-7

2-10-152-10-15

0-6-

3

1-8-

12

1-4-

6 1-8-

12

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-P

0.170.030.00

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

in-0.00-0.00-0.00

(loc)1

1-32

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20MT20HS

Weight: 16 lb FT = 20%

GRIP244/190187/143

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x6 SP No.2WEDGELeft: 2x8 SP 2400F 2.0E

BRACING-TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.

REACTIONS. (size) 2=Mechanical, 3=Mechanical, 1=0-8-0Max Horz 1=71(LC 12)Max Uplift 2=-71(LC 12), 1=-19(LC 12)Max Grav 2=104(LC 17), 3=50(LC 3), 1=126(LC 1)

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

NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

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

2) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 1.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

CJ3A

Truss Type

Jack-Open

Qty

1

Ply

1

Job Reference (optional)

T20992403

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:29 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-u7tF15WZ5MIFhI2VeEPGUQWiCpKCLVZ3Px76FeyouGq

Scale = 1:15.8

1

4

2

3

3x4

2x4

3-0-73-0-7

3-0-73-0-7

1-3-

9

2-6-

12

5.00 12

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-R

0.310.190.00

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

in0.01

-0.01-0.02

(loc)3-43-4

2

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20

Weight: 11 lb FT = 20%

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 3-0-7 oc purlins,

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

REACTIONS. (size) 4=Mechanical, 2=Mechanical, 3=MechanicalMax Horz 4=63(LC 12)Max Uplift 4=-5(LC 12), 2=-76(LC 12), 3=-2(LC 12)Max Grav 4=141(LC 1), 2=110(LC 17), 3=57(LC 3)

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

NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; 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

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

will fit between the bottom chord and any other members.4) Refer to girder(s) for truss to truss connections.5) Refer to girder(s) for truss to truss connections.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

CJ3B

Truss Type

Jack-Open

Qty

2

Ply

1

Job Reference (optional)

T20992404

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:29 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-u7tF15WZ5MIFhI2VeEPGUQWggpISLVZ3Px76FeyouGq

Scale = 1:11.5

1

2

33x4

2-10-152-10-15

2-10-152-10-15

0-6-

3

1-8-

12

0-4-

7

1-4-

6 1-8-

12

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-P

0.410.370.00

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

in-0.00-0.120.00

(loc)13

l/defln/rn/rn/a

L/d120120n/a

PLATESMT20

Weight: 9 lb FT = 20%

GRIP244/190

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

BRACING-TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.

REACTIONS. (size) 2=Mechanical, 3=MechanicalMax Horz 2=290(LC 1), 3=-296(LC 17)Max Uplift 2=-84(LC 12)Max Grav 2=285(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-267/376BOT CHORD 1-3=-313/314

NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; 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

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

will fit between the bottom chord and any other members.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2.

PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

CJ3C

Truss Type

Jack-Open

Qty

1

Ply

1

Job Reference (optional)

T20992405

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:30 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-MJQdERXBsgQ6ISdhCywV1e3w4DjV4yoCebsfo4youGp

Scale = 1:11.6

1

4

2

3

2x4

2x4

1-8-71-8-7

1-8-71-8-7

1-0-

4

1-8-

12

5.00 12

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-R

0.110.060.00

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

in-0.00-0.00-0.00

(loc)442

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20

Weight: 6 lb FT = 20%

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 1-8-7 oc purlins,

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

REACTIONS. (size) 4=0-8-0, 2=Mechanical, 3=MechanicalMax Horz 4=35(LC 12)Max Uplift 2=-44(LC 12), 3=-3(LC 12)Max Grav 4=77(LC 1), 2=61(LC 17), 3=31(LC 3)

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

NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.

II; Exp C; 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

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

will fit between the bottom chord and any other members.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

CJ5

Truss Type

JACK-OPEN

Qty

8

Ply

1

Job Reference (optional)

T20992406

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:31 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-qW_0SnYpd_YzwbCulfRkarb_gc23pP2LtFcDKXyouGo

Scale = 1:15.6

1

4

2

36x8

3x12 MT20HS

1-2-81-2-8

1-6-80-4-0

4-10-153-4-7

4-10-154-10-15

0-6-

3

2-6-

12

2-2-

6 2-6-

12

5.00 12

Plate Offsets (X,Y)-- [1:0-5-0,0-0-13], [1:0-2-7,Edge]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-P

0.570.100.00

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

in-0.01-0.01-0.00

(loc)1-31-3

2

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20MT20HS

Weight: 24 lb FT = 20%

GRIP244/190187/143

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x6 SP No.2WEDGELeft: 2x8 SP 2400F 2.0E

BRACING-TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.

REACTIONS. (size) 2=Mechanical, 3=Mechanical, 1=0-8-0Max Horz 1=115(LC 12)Max Uplift 2=-121(LC 12), 1=-39(LC 12)Max Grav 2=185(LC 17), 3=90(LC 3), 1=226(LC 1)

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

NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

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

2) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)

2=121.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

CJ5A

Truss Type

Jack-Open

Qty

2

Ply

1

Job Reference (optional)

T20992407

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:31 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-qW_0SnYpd_YzwbCulfRkarb3Vc_5pP2LtFcDKXyouGo

Scale = 1:15.6

1

2

6

5

7

3

4

2x4

3x4

4x6

6x8

3x12 MT20HS

1-2-81-2-8

1-6-80-4-0

3-10-82-4-0

4-10-151-0-7

3-10-83-10-8

4-10-151-0-7

0-6-

3

2-6-

12

1-6-

12

2-2-

6

1-0-

0

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-R

0.200.360.00

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

in-0.01-0.01-0.01

(loc)664

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20MT20HS

Weight: 25 lb FT = 20%

GRIP244/190187/143

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

1-6: 2x6 SP No.2, 2-6: 2x4 SP No.3WEDGELeft: 2x8 SP 2400F 2.0E

BRACING-TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.

REACTIONS. (size) 3=Mechanical, 4=Mechanical, 1=0-8-0Max Horz 1=115(LC 12)Max Uplift 3=-43(LC 12), 4=-52(LC 12), 1=-39(LC 12)Max Grav 3=94(LC 17), 4=136(LC 17), 1=226(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-265/93

NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.

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

2) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 1.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

CJ5C

Truss Type

Jack-Open

Qty

1

Ply

1

Job Reference (optional)

T20992408

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:32 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:sl2nLp9_lSbiO3w3_x0pcqy9R64-IiYOf6ZROHgqYln4JNyz638BB0M1YsIV5vLmszyouGn

Scale = 1:15.7

1

4

5

2

3

3x4

2x4

3-8-73-8-7

3-8-73-8-7

1-0-

4

2-6-

12

5.00 12

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-R

0.390.250.00

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

in0.02

-0.02-0.03

(loc)3-43-4

2

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20

Weight: 12 lb FT = 20%

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 3-8-7 oc purlins,

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

REACTIONS. (size) 4=Mechanical, 2=Mechanical, 3=MechanicalMax Horz 4=78(LC 12)Max Uplift 4=-18(LC 12), 2=-87(LC 12)Max Grav 4=175(LC 1), 2=133(LC 17), 3=70(LC 3)

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

NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-7-11 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

will fit between the bottom chord and any other members.4) Refer to girder(s) for truss to truss connections.5) Refer to girder(s) for truss to truss connections.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

D5

Truss Type

Hip Girder

Qty

1

Ply

1

Job Reference (optional)

T20992409

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:33 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-mu6mtSZ39boh9vMGt4TCfGhJMQitHIVeKZ5KOPyouGm

Scale = 1:25.6

1

2

3 4

5

6

8 7

9 10 11

12 13

5x8 4x6

2x4 3x4 4x6

5x6

3x4

4x6

5x6

3x4

1-2-81-2-8

1-6-80-4-0

5-0-03-5-8

10-5-05-5-0

13-10-83-5-8

14-2-80-4-0

15-5-01-2-8

1-6-81-6-8

5-0-03-5-8

10-5-05-5-0

13-10-83-5-8

15-5-01-6-8

0-6-

3

2-7-

3

0-6-

3

2-7-

3

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.620.210.07

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

in-0.02-0.040.01

(loc)7-87-8

6

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20

Weight: 92 lb FT = 20%

GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x6 SP No.2WEBS 2x4 SP No.3SLIDER Left 2x8 SP 2400F 2.0E 2-11-4, Right 2x8 SP 2400F 2.0E 2-11-4

BRACING-TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.

REACTIONS. (size) 1=0-8-0, 6=0-8-0Max Horz 1=-70(LC 6)Max Uplift 1=-246(LC 8), 6=-246(LC 8)Max Grav 1=659(LC 1), 6=659(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-1100/441, 3-4=-939/438, 4-6=-1095/437BOT CHORD 1-8=-326/940, 7-8=-322/944, 6-7=-322/936

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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

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

1=246, 6=246.7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 236 lb up at 5-0-0, 99 lb up at

7-0-12, and 99 lb up at 8-4-4, and 236 lb up at 10-5-0 on top chord, and 54 lb up at 5-0-0, 2 lb down and 19 lb up at 7-0-12, and 2lb down and 19 lb up at 8-4-4, and 54 lb up at 10-4-4 on bottom chord. The design/selection of such connection device(s) is theresponsibility of others.

8) 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: 1-3=-80, 3-4=-80, 4-6=-80, 1-6=-20

Concentrated Loads (lb)Vert: 3=17(F) 4=17(F) 8=45(F) 7=45(F) 9=5(F) 11=5(F) 12=11(F) 13=11(F)

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

D6

Truss Type

Hip

Qty

1

Ply

1Job Reference (optional)

T20992410

8.240 s Jun 26 2020 MiTek Industries, Inc. Tue Aug 11 16:29:29 2020 Page 1 ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-_GPZ0LhVwSM5InGiMkK_4HwlTGR3gw5JHKV6VXyothK

Scale: 1/2"=1'

1

2

3 4

5

6

8 7

9

10

11

12

13

4x6 4x6

3x12 MT20HS

5x6

2x4 2x4 4x6

5x6

5x6

3x4

1-2-81-2-8

1-6-80-4-0

7-0-05-5-8

8-5-01-5-0

13-10-05-5-0

1-6-81-6-8

7-0-05-5-8

8-5-01-5-0

13-10-05-5-0

0-6-

3

3-5-

3

1-2-

2

3-5-

3

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.700.300.10

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

in-0.03-0.070.01

(loc)1-81-8

6

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20MT20HS

Weight: 83 lb FT = 20%

GRIP244/190187/143

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x6 SP No.2WEBS 2x4 SP No.3SLIDER Left 2x8 SP 2400F 2.0E 3-5-8, Right 2x8 SP 2400F 2.0E 3-1-1

BRACING-TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.

REACTIONS. (lb/size) 6=675/0-3-8, 1=675/0-8-0Max Horz 1=-97(LC 10)Max Uplift 6=-200(LC 12), 1=-200(LC 12)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-9=-983/456, 9-10=-877/458, 2-10=-876/459, 2-3=-852/477, 3-11=-785/519,

4-11=-785/519, 4-12=-840/512, 5-12=-884/501, 5-13=-952/490, 6-13=-984/485BOT CHORD 1-8=-296/786, 7-8=-290/785, 6-7=-286/775WEBS 4-7=-96/272

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft;

Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 7-0-0, Exterior(2)7-0-0 to 12-7-15, Interior(1) 12-7-15 to 13-10-0 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60

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.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 200 lb uplift at joint 6 and 200 lb uplift

at joint 1.

LOAD CASE(S) Standard

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

D7

Truss Type

Hip

Qty

1

Ply

1Job Reference (optional)

T20992411

8.240 s Jun 26 2020 MiTek Industries, Inc. Tue Aug 11 16:30:25 2020 Page 1 ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-M2nkmUNdkfQ90OYTeVK6L5EHmrYroEpZA234TIyotgS

Scale = 1:25.4

1

2

3

4

5

6

8

7

9

1011

4x6

4x6

2x4

4x6

2x4

4x6

4x6

5x6

5x6

3x4

1-2-81-2-8

1-6-80-4-0

7-8-86-2-0

13-10-06-1-8

1-6-81-6-8

7-8-86-2-0

13-10-06-1-8

0-6-

3

2-2-

3

1-3-

9

2-2-

3

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.870.320.18

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

in0.03

-0.060.01

(loc)1-81-8

7

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20

Weight: 85 lb FT = 20%

GRIP244/190

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

6-7: 2x4 SP No.2SLIDER Left 2x8 SP 2400F 2.0E 3-9-2

BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,

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

REACTIONS. (lb/size) 7=668/0-3-8, 1=668/0-8-0Max Horz 1=97(LC 12)Max Uplift 7=-204(LC 12), 1=-191(LC 12)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-9=-951/367, 2-9=-834/368, 2-10=-811/372, 3-10=-801/389, 3-11=-811/388,

4-11=-829/374, 4-5=-1040/542, 5-7=-623/329BOT CHORD 1-8=-327/749, 7-8=-279/416WEBS 3-8=0/268, 5-8=-136/462

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft;

Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 7-8-8, Exterior(2)7-8-8 to 10-8-8, Interior(1) 10-8-8 to 13-8-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactionsshown; 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

will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 7 and 191 lb uplift

at joint 1.7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.

LOAD CASE(S) Standard

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

D8

Truss Type

Hip

Qty

1

Ply

1Job Reference (optional)

T20992412

8.240 s Jun 26 2020 MiTek Industries, Inc. Tue Aug 11 16:31:06 2020 Page 1 ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-fwmENWsL4FaLRhALYcZkVkRHfMYUvmCbbwUkOPyotfp

Scale = 1:25.4

1

2

3

4

5

6

8

7

9

10

4x6

3x6

2x4

4x6

2x4

4x6

4x6

5x6

5x6

3x4

1-2-81-2-8

1-6-80-4-0

7-8-86-2-0

13-10-06-1-8

1-6-81-6-8

7-8-86-2-0

13-10-06-1-8

0-6-

3

3-0-

3

1-3-

9

3-0-

3

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.850.310.23

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

in0.03

-0.060.01

(loc)1-81-8

7

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20

Weight: 89 lb FT = 20%

GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x6 SP No.2WEBS 2x4 SP No.3SLIDER Left 2x8 SP 2400F 2.0E 3-9-2

BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,

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

REACTIONS. (lb/size) 7=668/0-3-8, 1=668/0-8-0Max Horz 1=142(LC 12)Max Uplift 7=-212(LC 12), 1=-184(LC 12)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-9=-954/325, 2-9=-838/326, 2-10=-815/330, 3-10=-803/347, 3-4=-770/372,

4-5=-814/387, 5-7=-623/331BOT CHORD 1-8=-365/753WEBS 3-8=0/252, 5-8=-314/592

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft;

Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 7-8-8, Exterior(2)7-8-8 to 9-4-11, Interior(1) 9-4-11 to 13-8-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactionsshown; 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

will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 212 lb uplift at joint 7 and 184 lb uplift

at joint 1.7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.

LOAD CASE(S) Standard

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

D9

Truss Type

Hip

Qty

1

Ply

1Job Reference (optional)

T20992413

8.240 s Jun 26 2020 MiTek Industries, Inc. Tue Aug 11 16:31:56 2020 Page 1 ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-BYn8tcTiIctERN?yT6SSXHVq6WcAcMwy5icN9Wyotf1

Scale = 1:25.4

1

2

3 4

5

6

8

7

9

10

4x6

3x4

2x4

4x6

3x4

4x6

4x6

5x6

5x6

3x4

1-2-81-2-8

1-6-80-4-0

7-8-86-2-0

13-10-06-1-8

1-6-81-6-8

7-8-86-2-0

13-10-06-1-8

0-6-

3

3-5-

10

1-3-

9

3-5-

10

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.850.310.27

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

in0.03

-0.060.01

(loc)1-81-8

7

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20

Weight: 91 lb FT = 20%

GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x6 SP No.2WEBS 2x4 SP No.3SLIDER Left 2x8 SP 2400F 2.0E 3-9-2

BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,

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

REACTIONS. (lb/size) 7=668/0-3-8, 1=668/0-8-0Max Horz 1=166(LC 12)Max Uplift 7=-217(LC 12), 1=-179(LC 12)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-9=-953/310, 2-9=-837/314, 2-10=-814/315, 3-10=-802/329, 3-4=-729/362,

4-5=-768/383, 5-7=-624/340BOT CHORD 1-8=-383/751WEBS 5-8=-388/693

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft;

Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 7-8-8, Exterior(2)7-8-8 to 8-3-10, Interior(1) 8-3-10 to 13-8-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactionsshown; 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

will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift at joint 7 and 179 lb uplift

at joint 1.7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.

LOAD CASE(S) Standard

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

E1

Truss Type

Hip Girder

Qty

1

Ply

1

Job Reference (optional)

T20992414

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:37 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-fgLHiqdaCpJ7eXf26wY8p6r4O12QD4mEFB3XXAyouGi

Scale = 1:20.5

1

2

3 4

5

6

9

8

7

10

11 123x4

5x6 5x6

3x4

2x4

3x4

3x4

3x4

2x4

2-10-82-10-8

3-0-80-2-0

6-1-83-1-0

9-2-83-1-0

9-4-80-2-0

12-3-02-10-8

3-0-83-0-8

5-0-01-11-8

7-3-02-3-0

9-2-81-11-8

12-3-03-0-8

0-6-

3

2-7-

3

0-6-

3

2-7-

3

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.240.300.18

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

in0.010.02

-0.01

(loc)7-88-9

7

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20

Weight: 57 lb FT = 20%

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

REACTIONS. (size) 9=0-4-0, 7=0-4-0Max Horz 9=-73(LC 6)Max Uplift 9=-709(LC 8), 7=-621(LC 9)Max Grav 9=392(LC 17), 7=397(LC 18)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-165/351, 2-3=-77/302, 3-4=0/628, 4-5=-54/300, 5-6=-104/349BOT CHORD 1-9=-261/176, 8-9=-525/0, 7-8=-506/0, 6-7=-259/106WEBS 2-9=-265/175, 3-9=-136/594, 3-8=-328/0, 4-8=-329/0, 4-7=-134/596, 5-7=-264/158

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60plate 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

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

9=709, 7=621.7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 246 lb up at 5-0-0, and 29 lb

down and 138 lb up at 6-1-8, and 246 lb up at 7-3-0 on top chord, and 313 lb up at 5-0-0, and 14 lb down and 41 lb up at 6-1-8,and 313 lb up at 7-2-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.

8) 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: 1-3=-80, 3-4=-80, 4-6=-80, 1-6=-20

Concentrated Loads (lb)Vert: 3=38(B) 4=38(B) 8=-6(B) 10=-29(B) 11=215(B) 12=215(B)

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

E2

Truss Type

Common

Qty

1

Ply

1

Job Reference (optional)

T20992415

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:37 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-fgLHiqdaCpJ7eXf26wY8p6rz91_RD3gEFB3XXAyouGi

Scale = 1:21.1

1

2

3

5

4

67

3x4

5x6

3x4

2x4 2x4

2-10-82-10-8

3-0-80-2-0

9-2-86-2-0

9-4-80-2-0

12-3-02-10-8

6-1-86-1-8

12-3-06-1-8

0-6-

3

3-0-

13

0-6-

3

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.700.550.25

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

in0.100.080.00

(loc)4-54-5

4

l/defl>812>990

n/a

L/d240180n/a

PLATESMT20

Weight: 51 lb FT = 20%

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 7-3-3 oc purlins.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.

REACTIONS. (size) 5=0-4-0, 4=0-4-0Max Horz 5=-88(LC 10)Max Uplift 5=-442(LC 12), 4=-304(LC 9)Max Grav 5=613(LC 1), 4=613(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-445/574, 2-3=-448/574BOT CHORD 1-5=-441/498, 3-4=-441/502WEBS 2-5=-692/610, 2-4=-692/614

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-1-8, Exterior(2) 6-1-8 to9-1-8, Interior(1) 9-1-8 to 12-3-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60

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) except (jt=lb)

5=442, 4=304. This item has beenelectronically signed andsealed by Albani, Thomas, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.

August 11,2020

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

2221_M_160_C_3-CAR

Truss

EJ5

Truss Type

Jack-Open

Qty

3

Ply

1

Job Reference (optional)

T20992416

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:38 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-7svfwAdCz7R_GgEEfd3NMKO9aRReyZnNUro54dyouGh

Scale = 1:15.8

1 4

5

2

36x8

3x12 MT20HS

1-2-81-2-8

1-6-80-4-0

5-0-03-5-8

5-0-05-0-0

0-6-

3

2-7-

3

2-2-

13 2-7-

3

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-P

0.590.110.00

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

in-0.01-0.01-0.00

(loc)1-31-3

2

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20MT20HS

Weight: 24 lb FT = 20%

GRIP244/190187/143

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x6 SP No.2WEDGELeft: 2x8 SP 2400F 2.0E

BRACING-TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.

REACTIONS. (size) 2=Mechanical, 3=Mechanical, 1=0-8-0Max Horz 1=117(LC 12)Max Uplift 2=-124(LC 12), 1=-40(LC 12)Max Grav 2=189(LC 17), 3=92(LC 3), 1=230(LC 1)

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

NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 4-11-4 zone; cantilever leftexposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60

2) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)

2=124.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

EJ5A

Truss Type

Jack-Open

Qty

4

Ply

1

Job Reference (optional)

T20992417

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:39 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-b2T17WeqkRZrtqpQDLacuXwLArnth01XiVYec3youGg

Scale = 1:15.8

1

2

5

6

3

46x8

3x12 MT20HS

1-2-81-2-8

1-6-80-4-0

5-0-03-5-8

-1-4-01-4-0

5-0-05-0-0

0-6-

3

2-7-

3

2-2-

13 2-7-

3

5.00 12

Plate Offsets (X,Y)-- [2:0-3-13,0-1-9], [2:0-2-7,Edge]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-P

0.540.110.00

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

in-0.01-0.01-0.00

(loc)2-42-4

3

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20MT20HS

Weight: 27 lb FT = 20%

GRIP244/190187/143

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x6 SP No.2WEDGELeft: 2x8 SP 2400F 2.0E

BRACING-TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.

REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-8-0Max Horz 2=152(LC 12)Max Uplift 3=-101(LC 12), 2=-180(LC 12)Max Grav 3=167(LC 17), 4=92(LC 3), 2=388(LC 1)

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

NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

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

2) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)

3=101, 2=180.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

EJ7

Truss Type

JACK-OPEN

Qty

25

Ply

1

Job Reference (optional)

T20992418

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:40 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-3E1PLsfSVkhiV_Ocn25rRlTSYF56QTHgx9HB8VyouGf

Scale = 1:19.8

1

2

5

6

3

44x6

3x4

3x4

6x8

1-2-81-2-8

1-6-80-4-0

7-0-05-5-8

7-0-07-0-0

0-6-

3

3-5-

3

3-0-

13 3-5-

3

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-P

0.820.240.00

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

in-0.03-0.06-0.02

(loc)1-41-4

3

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20

Weight: 38 lb FT = 20%

GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.1BOT CHORD 2x6 SP No.2SLIDER Left 2x8 SP 2400F 2.0E 3-5-8

BRACING-TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.

REACTIONS. (size) 3=Mechanical, 4=Mechanical, 1=0-8-0Max Horz 1=162(LC 12)Max Uplift 3=-174(LC 12), 1=-61(LC 12)Max Grav 3=270(LC 17), 4=132(LC 3), 1=330(LC 1)

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

NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 6-11-4 zone; cantilever leftexposed ;C-C for members 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

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 except (jt=lb)

3=174.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

EJ7A

Truss Type

Jack-Open

Qty

4

Ply

1

Job Reference (optional)

T20992419

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:41 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-XRbnYBg4G2pY78zpLmd4zy0eKeQQ9wXqAp1lgyyouGe

Scale = 1:19.8

1

4

5

6

2

3

10x16 MT20HS

3x12 MT20HS

5x6 3x4

1-2-81-2-8

3-10-82-8-0

1-6-81-6-8

3-10-82-4-0

7-0-03-1-8

0-6-

3

3-5-

3

2-5-

3

3-0-

13

1-0-

0

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-P

0.750.230.00

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

in-0.04-0.08-0.00

(loc)442

l/defl>999>781

n/a

L/d240180n/a

PLATESMT20MT20HS

Weight: 37 lb FT = 20%

GRIP244/190187/143

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x6 SP No.2WEDGELeft: 2x8 SP 2400F 2.0E

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

REACTIONS. (size) 2=Mechanical, 3=Mechanical, 1=0-8-0Max Horz 1=123(LC 12)Max Uplift 2=-141(LC 12), 1=-33(LC 12)Max Grav 2=225(LC 17), 3=132(LC 3), 1=314(LC 1)

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

NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 1-5-0 to 4-5-0, Interior(1) 4-5-0 to 6-11-4 zone; cantilever leftexposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60

2) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)

2=141.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

F1

Truss Type

HIP GIRDER

Qty

1

Ply

1

Job Reference (optional)

T20992420

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:42 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-?d9AlXgj1MxPlIY?uT8JW9Yn12a4uE?zOTmIDOyouGd

Scale = 1:43.1

1

2

3 4 5 6

7

8

14 13 12 11 10 9

15 16 17 18 19

20 21 22

5x8 5x6

3x4

6x8

7x10

2x4

7x10

5x8

5x8

6x8

2x4 2x4 7x10

5x6

5x6

3x8 7x10

5x6 5x6

3x8

Special

Special

Special

Special

Special

Special

Special

Special

Special

Special

Special

Special

Special

Special

1-2-81-2-8

1-6-80-4-0

3-7-52-0-13

7-0-03-4-11

10-11-93-11-9

14-9-73-9-13

18-9-03-11-9

22-1-113-4-11

24-2-82-0-13

24-6-80-4-0

25-9-01-2-8

3-7-53-7-5

7-0-03-4-11

10-11-93-11-9

14-9-73-9-13

18-9-03-11-9

22-1-113-4-11

25-9-03-7-5

0-6-

3

3-5-

3

0-6-

3

3-5-

3

5.00 12

Plate Offsets (X,Y)-- [1:0-0-10,0-0-1], [1:2-3-11,0-2-8], [1:0-4-7,0-5-0], [2:0-3-6,0-2-4], [3:0-5-12,0-2-8], [6:0-3-0,0-2-4], [7:0-3-6,0-2-0], [8:0-10-4,0-9-12], [8:0-4-7,0-5-0],[8:1-6-4,0-0-1], [11:0-5-0,0-4-12], [12:0-5-0,0-4-12]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.880.970.63

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

in0.26

-0.380.11

(loc)11-1211-12

8

l/defl>999>790

n/a

L/d240180n/a

PLATESMT20

Weight: 170 lb FT = 20%

GRIP244/190

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

3-6: 2x4 SP No.1BOT CHORD 2x6 SP No.2 *Except*

11-12: 2x6 SP M 26WEBS 2x4 SP No.3SLIDER Left 2x8 SP 2400F 2.0E 3-1-0, Right 2x8 SP 2400F 2.0E 3-1-0

BRACING-TOP CHORD Structural wood sheathing directly applied or 1-10-13 oc purlins.BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing.

REACTIONS. (size) 1=0-8-0, 8=0-8-0Max Horz 1=-86(LC 6)Max Uplift 1=-1074(LC 8), 8=-1093(LC 8)Max Grav 1=2227(LC 1), 8=2256(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-4557/2195, 2-3=-4558/2254, 3-4=-5283/2628, 4-5=-5283/2628, 5-6=-4280/2177,

6-7=-4612/2289, 7-8=-4625/2241BOT CHORD 1-14=-1908/4040, 13-14=-1908/4040, 12-13=-1925/4191, 11-12=-2459/5334,

10-11=-2459/5334, 9-10=-1949/4101, 8-9=-1949/4101WEBS 2-13=-381/449, 3-13=-95/434, 3-12=-664/1435, 4-12=-695/523, 5-11=0/342,

5-10=-1395/639, 6-10=-459/1135, 7-10=-394/451

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=28ft; B=45ft; L=26ft; eave=4ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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

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

1=1074, 8=1093.7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 218 lb up at

7-0-0, 257 lb down and 216 lb up at 9-0-12, 257 lb down and 216 lb up at 11-0-12, 257 lb down and 216 lb up at 12-10-8, 257 lbdown and 216 lb up at 14-8-4, and 257 lb down and 216 lb up at 16-8-4, and 302 lb down and 366 lb up at 18-9-0 on top chord,and 220 lb down and 125 lb up at 7-0-0, 92 lb down at 9-0-12, 92 lb down at 11-0-12, 92 lb down at 12-10-8, 92 lb down at 14-8-4, and 92 lb down at 16-8-4, and 220 lb down and 125 lb up at 18-8-4 on bottom chord. The design/selection of such connectiondevice(s) is the responsibility of others.

8) 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) StandardContinued on page 2

"Special" indicates special hanger(s) or other connection device(s)required at location(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

F1

Truss Type

HIP GIRDER

Qty

1

Ply

1

Job Reference (optional)

T20992420

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:42 2020 Page 2 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-?d9AlXgj1MxPlIY?uT8JW9Yn12a4uE?zOTmIDOyouGd

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

Uniform Loads (plf)Vert: 1-3=-80, 3-6=-80, 6-8=-80, 1-8=-20

Concentrated Loads (lb)Vert: 3=-184(F) 6=-246(F) 13=-197(F) 12=-46(F) 4=-184(F) 11=-46(F) 5=-184(F) 10=-197(F) 15=-184(F) 17=-184(F) 19=-184(F) 20=-46(F) 21=-46(F) 22=-46(F)

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

2221_M_160_C_3-CAR

Truss

F2

Truss Type

Hip

Qty

1

Ply

1

Job Reference (optional)

T20992421

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:44 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-y0HwADizZzB7_biO0uAnbaeCbsONMFBGsmFPHGyouGb

Scale = 1:43.2

1

2

3

4 5

6

7

8

15 1413 12 11

10 9

16

17 18 19 20

21

5x8 5x8

4x6 3x4

3x4 3x4

4x6

3x4

2x4

3x4

2x4 6x8

5x6

3x4 6x8

5x6

3x4

1-2-81-2-8

1-6-80-4-0

5-0-03-5-8

9-0-04-0-0

12-10-83-10-8

16-9-03-10-8

20-9-04-0-0

24-2-83-5-8

24-6-80-4-0

25-9-01-2-8

1-6-81-6-8

5-0-03-5-8

9-0-04-0-0

16-9-07-9-0

20-9-04-0-0

24-2-83-5-8

25-9-01-6-8

0-6-

3

4-3-

3

0-6-

3

4-3-

3

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.560.470.13

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

in0.08

-0.150.06

(loc)12-1412-14

8

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20

Weight: 159 lb FT = 20%

GRIP244/190

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

4-5: 2x4 SP M 31BOT CHORD 2x6 SP No.2 *Except*

11-13: 2x4 SP No.2WEBS 2x4 SP No.3SLIDER Left 2x8 SP 2400F 2.0E 3-0-0, Right 2x8 SP 2400F 2.0E 3-0-0

BRACING-TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins.BOT CHORD Rigid ceiling directly applied or 7-1-9 oc bracing.

REACTIONS. (size) 1=0-8-0, 8=0-8-0Max Horz 1=123(LC 11)Max Uplift 1=-372(LC 12), 8=-372(LC 12)Max Grav 1=1254(LC 1), 8=1254(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-2431/1032, 3-4=-2062/952, 4-5=-1874/895, 5-6=-2062/952, 6-8=-2431/1032BOT CHORD 1-15=-863/2139, 14-15=-863/2139, 12-14=-692/1866, 10-12=-686/1866, 9-10=-857/2139,

8-9=-857/2139WEBS 4-14=-61/310, 5-10=-61/310, 3-14=-350/199, 6-10=-349/199

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 9-0-6, Exterior(2) 9-0-6 to13-3-4, Interior(1) 13-3-4 to 16-8-10, Exterior(2) 16-8-10 to 20-11-9, Interior(1) 20-11-9 to 25-5-0 zone; cantilever left and 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

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

1=372, 8=372.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

F3

Truss Type

HIP GIRDER

Qty

1

Ply

3

Job Reference (optional)

T20992422

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:45 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-QCqIOZjbKHJ_clHaabh08oAM8Gfi5WjP5Q?ypjyouGa

Scale = 1:46.1

1

2

3

4 5

6

7

8

12 11 10 913 14 15 16 17 18 19 20 21

6x8 5x6

8x14 MT20HS

5x6

3x8 6x8

3x4

3x8 8x14 MT20HS

5x8

5x8

4x10 MT20HS

6x12 MT20HS

4x6

4x6

3x12 MT20HSSpecial

1-2-81-2-8

1-6-80-4-0

6-3-04-8-8

10-11-84-8-8

14-9-83-10-0

19-6-04-8-8

24-2-84-8-8

24-6-80-4-0

25-9-0

1-2-8

1-6-81-6-8

6-3-04-8-8

10-11-84-8-8

14-9-83-10-0

19-6-04-8-8

24-2-84-8-8

25-9-01-6-8

0-6-

3

5-1-

0

0-6-

3

5-1-

0

5.00 12

Plate Offsets (X,Y)-- [1:0-2-9,0-4-8], [1:0-0-2,Edge], [4:0-5-4,0-3-8], [5:0-3-4,0-3-4], [8:1-2-15,0-0-14], [8:0-0-6,0-4-4], [10:0-4-0,0-4-4], [11:0-7-0,0-4-8], [12:0-4-12,0-1-8]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.640.780.95

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

in0.24

-0.390.12

(loc)11-1211-12

8

l/defl>999>779

n/a

L/d240180n/a

PLATESMT20MT20HS

Weight: 544 lb FT = 20%

GRIP244/190187/143

LUMBER-TOP CHORD 2x6 SP No.2BOT CHORD 2x6 SP M 26WEBS 2x4 SP No.3SLIDER Left 2x6 SP No.2 3-0-0, Right 2x6 SP No.2 3-0-0

BRACING-TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.

REACTIONS. (size) 1=0-8-0, 8=0-8-0Max Horz 1=-146(LC 6)Max Uplift 1=-5212(LC 8), 8=-3645(LC 8)Max Grav 1=12387(LC 1), 8=8879(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-25183/10554, 3-4=-18377/7724, 4-5=-16481/6928, 5-6=-17645/7346,

6-8=-20424/8412BOT CHORD 1-12=-9571/22949, 11-12=-9571/22949, 10-11=-7051/17197, 9-10=-7587/18532,

8-9=-7587/18532WEBS 3-12=-2580/6093, 3-11=-6831/2984, 4-11=-3201/7461, 4-10=-1270/721, 5-10=-2585/6257,

6-10=-2576/1124, 6-9=-1002/2543

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

Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 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) Unbalanced roof live loads have been considered for this design.4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.605) Provide adequate drainage to prevent water ponding.6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide

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

1=5212, 8=3645.10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2100 lb down and 966 lb up at

2-5-4, 2132 lb down and 950 lb up at 4-5-4, 2132 lb down and 950 lb up at 6-5-4, 2132 lb down and 950 lb up at 8-5-4, 2132 lbdown and 950 lb up at 10-5-4, 2132 lb down and 950 lb up at 12-5-4, 2132 lb down and 950 lb up at 14-5-4, 1012 lb down and351 lb up at 16-0-4, 1012 lb down and 351 lb up at 18-0-4, and 1685 lb down and 868 lb up at 20-0-4, and 155 lb down and 56 lbup at 22-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.

LOAD CASE(S) StandardContinued on page 2

THIS TRUSS IS NOT SYMMETRIC.PROPER ORIENTATION IS ESSENTIAL.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

F3

Truss Type

HIP GIRDER

Qty

1

Ply

3

Job Reference (optional)

T20992422

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:45 2020 Page 2 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-QCqIOZjbKHJ_clHaabh08oAM8Gfi5WjP5Q?ypjyouGa

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

Uniform Loads (plf)Vert: 1-4=-80, 4-5=-80, 5-8=-80, 1-8=-20

Concentrated Loads (lb)Vert: 12=-2132 10=-2132 13=-2100 14=-2132 15=-2132 16=-2132 17=-2132 18=-1012(B) 19=-1012(B) 20=-1685(B) 21=-155

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

2221_M_160_C_3-CAR

Truss

HJ8

Truss Type

Diagonal Hip Girder

Qty

2

Ply

1

Job Reference (optional)

T20992423

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:47 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-Mby3pFkrsuZir3Qzh0kUDDGm83VsZe0iYkU3ubyouGY

Scale = 1:15.5

1

25

3

6 7

44x6

3x4

3x4

6x8

2-1-132-1-13

7-0-24-10-5

3-5-143-5-14

7-0-23-6-3

0-6-

3

2-7-

0

2-6-

14

2-2-

13 2-7-

0

3.54 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-P

0.350.160.00

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

in-0.03-0.04-0.01

(loc)1-41-4

3

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20

Weight: 37 lb FT = 20%

GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x6 SP No.2SLIDER Left 2x8 SP 2400F 2.0E 3-2-10

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

REACTIONS. (size) 3=Mechanical, 4=Mechanical, 1=0-8-0Max Horz 1=117(LC 8)Max Uplift 3=-105(LC 8), 4=-22(LC 5), 1=-187(LC 5)Max Grav 3=138(LC 1), 4=87(LC 3), 1=310(LC 1)

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

NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 100 lb uplift at joint(s) 4 except (jt=lb)

3=105, 1=187.6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 120 lb up at

4-2-8, and 44 lb down and 120 lb up at 4-2-8 on top chord, and 62 lb down and 103 lb up at 1-4-9, 62 lb down and 103 lb up at 1-4-9, and 52 lb up at 4-2-8, and 52 lb up at 4-2-8 on bottom chord. The design/selection of such connection device(s) is theresponsibility of others.

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

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

Uniform Loads (plf)Vert: 1-3=-80, 1-4=-20

Concentrated Loads (lb)Vert: 5=216(F=108, B=108) 6=-123(F=-62, B=-62) 7=85(F=43, B=43)

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

HJ8A

Truss Type

Diagonal Hip Girder

Qty

2

Ply

1

Job Reference (optional)

T20992424

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:48 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-qnWR0blTcChZTD?9FkFjmQou5TnQI1irnODcQ2youGX

Scale: 3/4"=1'

1

2

6

5

4

3

73x4

3x4

3x4

2x4

4-0-04-0-0

4-2-140-2-14

7-0-22-9-4

3-5-143-5-14

7-0-23-6-3

0-6-

3

2-7-

0

3.54 12

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-P

0.530.330.29

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

in-0.010.01

-0.01

(loc)5-65-6

3

l/defl>999>999

n/a

L/d240180n/a

PLATESMT20

Weight: 27 lb FT = 20%

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

REACTIONS. (size) 3=Mechanical, 5=Mechanical, 6=0-5-11Max Horz 6=122(LC 8)Max Uplift 3=-28(LC 8), 5=-384(LC 1), 6=-745(LC 8)Max Grav 3=50(LC 13), 5=228(LC 8), 6=1217(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-452/777BOT CHORD 1-6=-670/453, 5-6=-670/332WEBS 2-5=-379/767, 2-6=-1043/644

NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 100 lb uplift at joint(s) 3 except (jt=lb)

5=384, 6=745.6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 172 lb down and 297 lb up at

4-2-8, and 44 lb down and 120 lb up at 4-2-8 on top chord, and 62 lb down and 103 lb up at 1-4-9, and 62 lb down and 103 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.

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

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

Uniform Loads (plf)Vert: 1-3=-80, 1-4=-20

Concentrated Loads (lb)Vert: 2=-64(F=-172, B=108) 7=-123(F=-62, B=-62)

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

HJ10

Truss Type

DIAGONAL HIP GIRDER

Qty

5

Ply

1

Job Reference (optional)

T20992425

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:45 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-QCqIOZjbKHJ_clHaabh08oAKnGih5jQP5Q?ypjyouGa

Scale = 1:19.3

1

2

3

6

7

8

4

9 10 11 5

2x4

2x4

4x6

3x4

3x4

6x8

2-1-132-1-13

9-10-17-8-4

2-1-132-1-13

7-7-55-5-8

9-10-12-2-12

0-6-

3

3-5-

0

3.54 12

Plate Offsets (X,Y)-- [1:0-9-13,0-2-0], [1:0-3-8,0-3-15]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.720.590.07

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

in0.20

-0.21-0.01

(loc)1-61-6

4

l/defl>565>532

n/a

L/d240180n/a

PLATESMT20

Weight: 56 lb FT = 20%

GRIP244/190

LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x6 SP No.2WEBS 2x4 SP No.3SLIDER Left 2x8 SP 2400F 2.0E 4-8-14

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

REACTIONS. (size) 4=Mechanical, 5=Mechanical, 1=0-8-0Max Horz 1=162(LC 8)Max Uplift 4=-52(LC 8), 5=-165(LC 4), 1=-232(LC 5)Max Grav 4=105(LC 1), 5=248(LC 1), 1=401(LC 1)

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

NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 100 lb uplift at joint(s) 4 except (jt=lb)

5=165, 1=232.6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 123 lb up at

4-2-8, 38 lb down and 123 lb up at 4-2-8, and 146 lb up at 7-0-7, and 148 lb up at 7-0-7 on top chord, and 62 lb down and 93 lb upat 1-4-9, 62 lb down and 93 lb up at 1-4-9, 52 lb up at 4-2-8, 52 lb up at 4-2-8, and 15 lb up at 7-0-7, and 7 lb down and 33 lb upat 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.

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

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

Uniform Loads (plf)Vert: 1-4=-80, 1-5=-20

Concentrated Loads (lb)Vert: 7=216(F=108, B=108) 8=15(F=7, B=8) 9=-123(F=-62, B=-62) 10=85(F=43, B=43) 11=-3(F=-7, B=4)

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

HJ10A

Truss Type

Diagonal Hip Girder

Qty

1

Ply

1Job Reference (optional)

T20992426

Run: 8.240 s Mar 9 2020 Print: 8.240 s Jun 26 2020 MiTek Industries, Inc. Tue Aug 11 16:33:19 2020 Page 1 ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-FWIWH_Tml7LTu7rvq2SwOnR81_uBZzoAA6CGZCyotdk

Scale = 1:19.5

17

4

65

8

9

2

10 11 3

2x4

2x4 12x14 3x4

3x8

2-1-132-1-13

3-7-151-6-2

6-10-03-2-1

9-9-112-11-11

9-10-10-0-6

2-1-132-1-13

3-6-91-4-13

9-9-116-3-1

9-10-10-0-6

0-6-

3

3-5-

0

2-5-

0

1-0-

0

3.54 12

Plate Offsets (X,Y)-- [1:1-6-14,0-5-9], [1:0-3-4,0-8-5], [1:1-0-13,0-0-0], [7:1-6-10,0-2-8], [7:0-1-11,0-0-8]

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25NO

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.340.470.05

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

in-0.29-0.520.03

(loc)553

l/defl>331>184

n/a

L/d240180n/a

PLATESMT20

Weight: 50 lb FT = 20%

GRIP244/190

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

1-5: 2x6 SP M 26WEBS 2x4 SP No.3WEDGELeft: 2x8 SP 2400F 2.0E

BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:

6-0-0 oc bracing: 1-7.

REACTIONS. (lb/size) 2=214/Mechanical, 3=107/Mechanical, 1=374/0-8-0Max Horz 1=127(LC 8)Max Uplift 2=-137(LC 4), 1=-189(LC 5)Max Grav 2=214(LC 1), 3=193(LC 3), 1=374(LC 1)

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

NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft;

Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 137 lb uplift at joint 2 and 189 lb uplift

at joint 1.6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 123 lb up at

4-2-8, 38 lb down and 123 lb up at 4-2-8, and 8 lb down and 122 lb up at 7-0-7, and 8 lb down and 122 lb up at 7-0-7 on topchord, and 62 lb down and 93 lb up at 1-4-9, 62 lb down and 93 lb up at 1-4-9, 52 lb up at 4-2-8, 52 lb up at 4-2-8, and 9 lb downand 14 lb up at 6-10-0, and 9 lb down and 14 lb up at 6-10-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.

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

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

Uniform Loads (plf)Vert: 1-2=-80, 3-5=-20

Concentrated Loads (lb)Vert: 5=-19(F=-9, B=-9) 1=-123(F=-62, B=-62) 8=216(F=108, B=108) 9=49(F=24, B=24) 10=85(F=43, B=43)

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

V6

Truss Type

Valley

Qty

1

Ply

1

Job Reference (optional)

T20992427

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:53 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:lKtZudpUoLXvUWdei_VjLRy9R5D-BlJK3IpcRkKrZ_u62HquTUWr8Ua0zMhbwgxN6FyouGS

Scale = 1:11.1

1

2

3

4

2x4

4x6

2x4 2x4

0-0-100-0-10

6-0-05-11-6

3-0-03-0-0

6-0-03-0-0

0-0-

4

1-3-

0

0-0-

4

5.00 12

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-P

0.120.050.05

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

inn/an/a

0.00

(loc) - - 3

l/defln/an/an/a

L/d999999n/a

PLATESMT20

Weight: 17 lb FT = 20%

GRIP244/190

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

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

REACTIONS. (size) 1=5-10-13, 3=5-10-13, 4=5-10-13Max Horz 1=-30(LC 10)Max Uplift 1=-44(LC 12), 3=-44(LC 12), 4=-45(LC 12)Max Grav 1=113(LC 1), 3=113(LC 1), 4=224(LC 1)

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

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.

II; Exp C; 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

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

will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

V10

Truss Type

Valley

Qty

1

Ply

1

Job Reference (optional)

T20992428

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:49 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:lKtZudpUoLXvUWdei_VjLRy9R5D-Iz4pDwm6NVpQ4NaLpRmyIeL7QtAv1XF??2zAyUyouGW

Scale: 3/4"=1'

1

2

3

4

5

67

8

2x4

4x6

2x4 2x4

0-0-100-0-10

10-0-09-11-6

5-0-05-0-0

10-0-05-0-0

0-0-

4

2-1-

0

0-0-

4

5.00 12

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.300.190.08

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

inn/an/a

0.00

(loc) - - 3

l/defln/an/an/a

L/d999999n/a

PLATESMT20

Weight: 31 lb FT = 20%

GRIP244/190

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

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

REACTIONS. (size) 1=9-10-13, 3=9-10-13, 4=9-10-13Max Horz 1=-56(LC 10)Max Uplift 1=-67(LC 12), 3=-67(LC 12), 4=-118(LC 12)Max Grav 1=192(LC 21), 3=192(LC 22), 4=472(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-4=-340/272

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 5-0-0, Exterior(2) 5-0-0 to8-0-0, Interior(1) 8-0-0 to 9-2-15 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60

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

will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb)

4=118.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

V14

Truss Type

GABLE

Qty

1

Ply

1

Job Reference (optional)

T20992429

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:50 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:lKtZudpUoLXvUWdei_VjLRy9R5D-mAeBRGnk8pxHiW9YM9HBrruC_HSim_48EiijVwyouGV

Scale = 1:22.4

1

2

3

4

5

6

3x4

5x6

3x4 2x4

14-0-014-0-0

7-0-07-0-0

14-0-07-0-0

0-0-

4

2-11

-0

0-0-

4

5.00 12

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.690.410.11

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

inn/an/a

0.00

(loc) - - 3

l/defln/an/an/a

L/d999999n/a

PLATESMT20

Weight: 44 lb FT = 20%

GRIP244/190

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

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

REACTIONS. (size) 1=14-0-0, 3=14-0-0, 4=14-0-0Max Horz 1=-83(LC 10)Max Uplift 1=-99(LC 12), 3=-99(LC 12), 4=-173(LC 12)Max Grav 1=282(LC 21), 3=282(LC 22), 4=694(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-4=-501/333

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 7-0-0, Exterior(2) 7-0-0 to10-0-0, Interior(1) 10-0-0 to 13-2-15 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60

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

will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb)

4=173.

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

August 11,2020

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

2221_M_160_C_3-CAR

Truss

V18

Truss Type

Valley

Qty

1

Ply

1

Job Reference (optional)

T20992430

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:51 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:lKtZudpUoLXvUWdei_VjLRy9R5D-FMCZecnMv738KgkkwsoQN3QR?grjVRWITMSH1NyouGU

Scale = 1:28.7

1

2

3

4

5

8 7 6

910

3x4

4x6

3x4 5x6 2x4

2x4

2x4

2x4

0-0-100-0-10

18-0-017-11-6

9-0-09-0-0

18-0-09-0-0

0-0-

4

3-9-

0

0-0-

4

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.420.230.10

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

inn/an/a

0.00

(loc) - - 5

l/defln/an/an/a

L/d999999n/a

PLATESMT20

Weight: 64 lb FT = 20%

GRIP244/190

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

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

REACTIONS. All bearings 17-10-13.(lb) - Max Horz 1=-109(LC 10)

Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-215(LC 12), 8=-216(LC 12)Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=561(LC 18), 8=561(LC 17)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 4-6=-431/320, 2-8=-431/320

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 9-0-0, Exterior(2) 9-0-0 to12-0-0, Interior(1) 12-0-0 to 17-2-15 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60

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

will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb)

6=215, 8=216.This item has beenelectronically signed andsealed by Albani, Thomas, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.

August 11,2020

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

2221_M_160_C_3-CAR

Truss

V22

Truss Type

Valley

Qty

1

Ply

1

Job Reference (optional)

T20992431

8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:49:52 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:lKtZudpUoLXvUWdei_VjLRy9R5D-jYlysyo_gQC?xqJwUZJfwGzbx4BsEuPRi0BqZpyouGT

Scale = 1:35.1

1

2

3

4

5

8 7 6

9

10 11

12

3x4

4x6

3x4

5x6 2x4

2x4

2x4

2x4

0-0-100-0-10

22-0-021-11-6

11-0-011-0-0

22-0-011-0-0

0-0-

4

4-7-

0

0-0-

4

5.00 12

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

LOADING (psf)TCLLTCDLBCLLBCDL

20.020.0

0.0 *10.0

SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode

2-0-01.251.25YES

FBC2017/TPI2014

CSI.TCBCWBMatrix-S

0.470.240.12

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

inn/an/a

0.00

(loc) - - 5

l/defln/an/an/a

L/d999999n/a

PLATESMT20

Weight: 77 lb FT = 20%

GRIP244/190

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

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

REACTIONS. All bearings 21-10-13.(lb) - Max Horz 1=136(LC 11)

Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-242(LC 12), 8=-243(LC 12)Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=398(LC 1), 6=623(LC 18), 8=621(LC 17)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 3-7=-314/111, 4-6=-491/345, 2-8=-492/345

NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.

II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 11-0-0, Exterior(2) 11-0-0 to14-0-0, Interior(1) 14-0-0 to 21-2-15 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60

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

will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except

(jt=lb) 6=242, 8=243.This item has beenelectronically signed andsealed by Albani, Thomas, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.

August 11,2020

PR

OD

UC

T C

OD

E A

PP

RO

VA

LS

LA

TE

RA

L B

RA

CIN

G L

OC

AT

ION

Indicates location where bearings

(supports) occur. Icons vary butreaction section indicates jointnum

ber where bearings occur.

Min size show

n is for crushing only.

Indicated by symbol show

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

se T or I bracing

if indicated.

The first dim

ension is the plate w

idth measured perpendicular

to slots. Second dim

ension isthe length parallel to slots.

Center plate on joint unless x, y

offsets are indicated.D

imensions are in ft-in-sixteenths.

Apply plates to both sides of truss

and fully embed teeth.

1. Additional stability bracing for truss system

, e.g. diagonal or X

-bracing, is always required. S

ee BC

SI.

2. Truss bracing m

ust be designed by an engineer. For

wide truss spacing, individual lateral braces them

selves m

ay require bracing, or alternative Tor I

bracing should be considered.

3. Never exceed the design loading show

n and never stack m

aterials on inadequately braced trusses.

4. Provide copies of this truss design to the building

designer, erection supervisor, property owner and

all other interested parties.

5. Cut m

embers to bear tightly against each other.

6. Place plates on each face of truss at each

joint and embed fully. K

nots and wane at joint

locations are regulated by AN

SI/T

PI 1.

7. Design assum

es trusses will be suitably protected from

the environment in accord w

ith AN

SI/T

PI 1.

8. Unless otherw

ise noted, moisture content of lum

ber shall not exceed 19%

at time of fabrication.

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

use with fire retardant, preservative treated, or green lum

ber.

10. Cam

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

eneral practice is to cam

ber for dead load deflection.

11. Plate type, size, orientation and location dim

ensions indicated are m

inimum

plating requirements.

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

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

13. Top chords m

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

14. Bottom

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

ise noted.

15. Connections not show

n are the responsibility of others.

16. Do not cut or alter truss m

ember or plate w

ithout prior approval of an engineer.

17. Install and load vertically unless indicated otherwise.

18. Use of green or treated lum

ber may pose unacceptable

environmental, health or perform

ance risks. Consult w

ith project engineer before use.

19. Review

all portions of this design (front, back, words

and pictures) before use. Review

ing pictures alone is not sufficient.

20. Design assum

es manufacture in accordance w

ith A

NS

I/TP

I 1 Quality C

riteria.

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