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TRANSCRIPT
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
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
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ulf
Coa
st D
raft
ing
SUBD
IV: T
OSCA
NA II
I & IV
60s
RESI
DENC
E FO
R:
G.C.
D.# :
1196
0
LOT:
340
MOD
EL:
BLOC
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:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: T
OSCA
NA II
I & IV
60s
RESI
DENC
E FO
R:
G.C.
D.# :
1196
0
LOT:
340
MOD
EL:
BLOC
K :
ADDR
ESS:
174 V
ERAZ
A CO
URT
SPEC
UNIT
222
1
D.R.
H.# :
5795
9000
5
D R HORTON
10-02-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
A-3M
FLOOR
3/16"=1'-0"
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
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nG
ulf
Coa
st D
raft
ing
SUBD
IV: T
OSCA
NA II
I & IV
60s
RESI
DENC
E FO
R:
G.C.
D.# :
1196
0
LOT:
340
MOD
EL:
BLOC
K :
ADDR
ESS:
174 V
ERAZ
A CO
URT
SPEC
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:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: T
OSCA
NA II
I & IV
60s
RESI
DENC
E FO
R:
G.C.
D.# :
1196
0
LOT:
340
MOD
EL:
BLOC
K :
ADDR
ESS:
174 V
ERAZ
A CO
URT
SPEC
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:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
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ulf
Coa
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raft
ing
SUBD
IV: T
OSCA
NA II
I & IV
60s
RESI
DENC
E FO
R:
G.C.
D.# :
1196
0
LOT:
340
MOD
EL:
BLOC
K :
ADDR
ESS:
174 V
ERAZ
A CO
URT
SPEC
UNIT
222
1
D.R.
H.# :
5795
9000
5
²
²
²
A-6M
SECTION
3/16"=1'-0"
10-02-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
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ulf
Coa
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SUBD
IV: T
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NA II
I & IV
60s
RESI
DENC
E FO
R:
G.C.
D.# :
1196
0
LOT:
340
MOD
EL:
BLOC
K :
ADDR
ESS:
174 V
ERAZ
A CO
URT
SPEC
UNIT
222
1
D.R.
H.# :
5795
9000
5
” ”” ”
” ”
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