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
DROP TOP GABLE
EXPOSED TO WIND
EXPOSED TO WINDU:2263
U:1335
DROP TOP GABLE
DROP TOP GABLE
DROP TOP GABLE
U:1152
K
A01
A02
A03
A04
A05
A06
A07
A08
HJ10
HJ1
0A
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5A
CJ1
CJ3
CJ5A
A10
A10
A10
A10
A10
A10
A11
A11
A12
A12
A12
A12
A11
A11
A11
A11
A11
A11
A13
A13
A13
A13
A13
A13
D4
D3
D3
D2
D1
D1
D1
B01
B02
B02
HJ1
0
CJ1
CJ3
CJ3A
CJ1
CJ3
CJ5
HJ10
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
EJ7
EJ7
V4
V3
V2
V1
EJ7B(4)
EJ7(12) EJ7A(4)
6-00-009-02-006-00-005-10-0013-00-00
40-00-00
40-00-00
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
11-08-00
5-00-00
6-00-00
2-00-00
2-00-00
1-08-08
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-02-08
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
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
5-09-08
78-06-00
3-06-00
80-00-00
9-04-00
15-04-0024-08-00
MODEL
0
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
K
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
LUS24
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
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
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 8/10/2020
DATE PRINTED 8/10/2020
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 L 160 C RH
MODEL 2221 L
ADDRESS --
CITY, STATE --, FL.
LOT --
COUNTY --
DRAWN BY D.W.
ENG. BY D.W.
08-21-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
A-1L
3/16" = 1'-0"
ELEVATIONS
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
50s
RESI
DENC
E FO
R:
G.C.
D. #
: 116
73
LOT:
622
MOD
EL:
BLOC
K :
ADDR
ESS:
216 V
ILLO
RESI
BLV
D
SPEC
UNIT
222
1
D.R.
H. #:
5795
8004
7
08-21-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
A-2L
SLAB & PLUMBING
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
50s
RESI
DENC
E FO
R:
G.C.
D. #
: 116
73
LOT:
622
MOD
EL:
BLOC
K :
ADDR
ESS:
216 V
ILLO
RESI
BLV
D
SPEC
UNIT
222
1
3/16" = 1'-0"
D.R.
H. #:
5795
8004
7
D R HORTON
08-21-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
A-3L
FLOOR
3/16"=1'-0"
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
50s
RESI
DENC
E FO
R:
G.C.
D. #
: 116
73
LOT:
622
MOD
EL:
BLOC
K :
ADDR
ESS:
216 V
ILLO
RESI
BLV
D
SPEC
UNIT
222
1
D.R.
H. #:
5795
8004
7
D R HORTON
08-21-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
A-4L
3/16"=1'-0"
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
50s
RESI
DENC
E FO
R:
G.C.
D. #
: 116
73
LOT:
622
MOD
EL:
BLOC
K :
ADDR
ESS:
216 V
ILLO
RESI
BLV
D
SPEC
UNIT
222
1
ROOF & CEILING
D.R.
H. #:
5795
8004
7
08-21-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
A-5L
ELECTRICAL
3/16"=1'-0"
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
50s
RESI
DENC
E FO
R:
G.C.
D. #
: 116
73
LOT:
622
MOD
EL:
BLOC
K :
ADDR
ESS:
216 V
ILLO
RESI
BLV
D
SPEC
UNIT
222
1
D.R.
H. #:
5795
8004
7
²
²
²
08-21-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
A-6L
SECTION
3/16"=1'-0"
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
50s
RESI
DENC
E FO
R:
G.C.
D. #
: 116
73
LOT:
622
MOD
EL:
BLOC
K :
ADDR
ESS:
216 V
ILLO
RESI
BLV
D
SPEC
UNIT
222
1
D.R.
H. #:
5795
8004
7
” ”” ”
” ”
6904 Parke East Blvd.Tampa, FL 33610-4115
MiTek USA, Inc. RE: 2221_L_160_C -
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 32 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 L 160 C Model: 2221
Subdivision: MASTERAddress: MASTER, MASTER
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 10,2020
Lee, Julius
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: Lee, JuliusMy 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 T20977276 A01
Date8/10/20
2 T20977277 A02 8/10/203 T20977278 A03 8/10/204 T20977279 A04 8/10/205 T20977280 A05 8/10/206 T20977281 A06 8/10/207 T20977282 A07 8/10/208 T20977283 A08 8/10/209 T20977284 A10 8/10/2010 T20977285 A11 8/10/2011 T20977286 A12 8/10/2012 T20977287 A13 8/10/2013 T20977288 B01 8/10/2014 T20977289 B02 8/10/20
No. Seal# Truss Name15 T20977290 CJ1
Date8/10/20
16 T20977291 CJ3 8/10/2017 T20977292 CJ3A 8/10/2018 T20977293 CJ5 8/10/2019 T20977294 CJ5A 8/10/2020 T20977295 D1 8/10/2021 T20977296 D2 8/10/2022 T20977297 D3 8/10/2023 T20977298 D4 8/10/2024 T20977299 EJ7 8/10/2025 T20977300 EJ7A 8/10/2026 T20977301 EJ7B 8/10/2027 T20977302 HJ10 8/10/2028 T20977303 HJ10A 8/10/20
This item has been electronically signed and sealed by Lee, Julius, 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_L_160_C -
2 of 2
Site Information:
Lot/Block: MASTERCustomer Info: DR Horton Project Name: 2221 L 160 C Model: 2221
Subdivision: MASTERAddress: MASTER, MASTER
State: FloridaCity: MASTER
No. Seal# Truss Name29 T20977304 V1
Date8/10/20
30 T20977305 V2 8/10/2031 T20977306 V3 8/10/2032 T20977307 V4 8/10/20
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_L_160_C
Truss
A01
Truss Type
Hip Girder
Qty
1
Ply
2
Job Reference (optional)
T20977276
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:09 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-0F?Wd7xvXhg8qNMN0nllixyOarGIYqA7iQkf?fypG?u
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
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=115(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=-674/135, 4-5=-1531/3366, 5-6=-1470/3210, 6-7=-408/722,
7-8=-3829/2618, 8-9=-3829/2618, 2-3=-730/142BOT CHORD 15-16=-1574/768, 14-15=-1957/2905, 13-14=-1959/2910, 12-13=-1972/3137,
11-12=-1977/3149, 2-20=-76/702, 19-20=-343/612, 18-19=-343/612WEBS 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=-660/882, 7-14=-109/422, 8-13=-750/555, 7-13=-609/1086, 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=79ft; L=40ft; 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 104 lb uplift at joint 1, 2263 lb uplift at
joint 16 and 1152 lb uplift at joint 11.Continued on page 2
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
A01
Truss Type
Hip Girder
Qty
1
Ply
2
Job Reference (optional)
T20977276
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:09 2020 Page 2 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-0F?Wd7xvXhg8qNMN0nllixyOarGIYqA7iQkf?fypG?u
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) 25=-72(B) 27=-72(B) 28=-107(B) 29=-107(B) 30=-107(B) 31=-214(B) 32=-107(B) 33=-107(B)34=-107(B) 35=-107(B) 36=-107(B) 37=-107(B) 38=-41(B) 39=-41(B) 40=-41(B) 41=-81(B) 42=-41(B) 43=-41(B) 44=-41(B) 45=-41(B) 46=-41(B) 47=-41(B)48=-35(B) 49=-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_L_160_C
Truss
A02
Truss Type
HIP
Qty
1
Ply
1
Job Reference (optional)
T20977277
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:11 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-ye7H1pyA3Iws3hWm7CnDnM2iuevE0fzQ9kEm3YypG?s
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 5-0-7 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=146(LC 11)Max Uplift 1=-75(LC 12), 14=-1335(LC 12), 10=-791(LC 12)Max Grav 1=468(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=-1887/2030, 4-5=-1101/1962, 5-6=-1087/1912, 6-7=-23/586, 7-8=-1423/1819,
2-3=-274/162BOT CHORD 13-14=-959/655, 12-13=-1553/1417, 11-12=-1722/1586, 10-11=-1722/1586, 2-17=-36/394,
16-17=-859/805WEBS 8-11=-469/355, 8-12=-295/183, 7-12=-387/378, 7-13=-1704/1536, 6-13=-916/814,
13-16=-845/803, 6-16=-2038/1908, 3-17=-531/416, 14-16=-2853/2103, 4-17=-517/1074, 4-16=-1483/771
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 9-0-0, Exterior(2) 9-0-0 to14-7-14, Interior(1) 14-7-14 to 33-5-0, Exterior(2) 33-5-0 to 39-0-14, Interior(1) 39-0-14 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 75 lb uplift at joint 1, 1335 lb uplift at
joint 14 and 791 lb uplift at joint 10.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
A03
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
T20977278
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:13 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-v0F1SU_QbwAaI?g8Fdphsn765STxUcqid2jt8QypG?q
Scale = 1:73.2
1
2
3
4 5 6 7 8
9
10 11
21 20 19 18 1615
1413
12
2324
25 26 27 28 29
3031
173x6
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
16-5-155-5-15
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)-- [1:0-2-2,0-1-8], [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], [20:0-2-4,0-3-0]
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
0.630.980.63
DEFL.Vert(LL)Vert(CT)Horz(CT)
in0.16
-0.380.07
(loc)12
10-1311
l/defl>999>496
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.(lb) - Max Horz 21=178(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 20 except 11=-170(LC 12), 21=-210(LC 12), 19=-239(LC 12), 18=-429(LC 12), 17=-124(LC 12)
Max Grav All reactions 250 lb or less at joint(s) except 11=581(LC 18), 21=720(LC 21), 20=363(LC 17), 19=573(LC 21), 18=1622(LC 22), 17=583(LC 22)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-249/521, 3-4=-96/504, 4-5=-207/789, 5-6=-206/789, 6-7=-91/676, 9-10=-767/450BOT CHORD 1-21=-409/295, 20-21=-413/307, 19-20=-424/329, 18-19=-1358/671, 17-18=-300/132,
16-17=-300/132, 14-16=-443/213, 7-14=-1132/528, 13-14=-759/420, 10-13=-326/750WEBS 3-21=-594/381, 4-20=-281/134, 4-19=-554/306, 5-19=-479/326, 6-19=-193/732,
6-18=-1366/577, 14-18=-1080/550, 6-14=-311/798, 7-13=-410/1075, 9-13=-829/528
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) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 11-0-0, Exterior(2) 11-0-0 to16-5-15, Interior(1) 16-5-15 to 31-5-0, Exterior(2) 31-5-0 to 37-0-14, Interior(1) 37-0-14 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
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. Borate or othersuitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosionprotection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for thisdesign. Building designer to verify suitability of this product for its intended use.
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) 20 except (jt=lb)
11=170, 21=210, 19=239, 18=429, 17=124.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
A04
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
T20977279
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:15 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-rPMntA?g7XQIYJpXM2s9xCCMMFAHyTY?4MC_DJypG?o
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 6x12 MT20HS
8x14 MT20HS
5x8
4x6 5x6
5x12
10x14
2x4
3x4
2x4 7x10 8x10
3x4
4x6
5x8
10x16 MT20HS
10x16 MT20HS
10x14
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], [1:0-3-4,0-5-2], [4:0-4-0,0-2-2], [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 5-5-13 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=208(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=-4333/1767, 3-4=-3756/1618, 4-5=-4017/1789, 5-6=-4338/1886, 6-7=-4372/1894,
7-8=-5930/2534, 8-9=-5572/2215, 9-10=-737/336BOT CHORD 1-18=-1525/3893, 17-18=-1525/3893, 16-17=-1223/3384, 15-16=-154/453, 6-13=-349/290,
12-13=-1426/4041, 9-12=-2012/5349WEBS 3-17=-615/343, 4-17=-110/528, 4-16=-347/933, 5-16=-895/492, 13-16=-1297/3593,
5-13=-116/454, 7-13=-361/924, 7-12=-855/1931, 8-12=-1335/731
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 8-5-9
from end at joint 7, nail 3 row(s) at 4" o.c. for 5-3-15.2) 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 13-0-6, Exterior(2) 13-0-6 to18-8-4, Interior(1) 18-8-4 to 29-5-0, Exterior(2) 29-5-0 to 35-0-14, Interior(1) 35-0-14 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 Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
A05
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
T20977280
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:17 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-noUYIs1wf8g?nczwUTud0dHhM3s?PMoIYgh4HCypG?m
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
0.990.840.83
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 6-1-9 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=-240(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=-4322/1698, 3-4=-3568/1516, 4-5=-3525/1579, 5-6=-3804/1626, 6-8=-4259/1683,
8-9=-6098/2344, 9-10=-746/335BOT CHORD 1-18=-1447/3897, 17-18=-1449/3894, 16-17=-1088/3195, 15-16=-159/340, 13-15=0/270,
6-13=-321/1124, 12-13=-2209/5990, 9-12=-2212/5993WEBS 3-18=0/290, 3-17=-829/417, 4-17=-149/626, 4-16=-215/626, 5-16=-847/411,
13-16=-1043/3226, 5-13=-63/447, 8-13=-2312/1020
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 3-4-8
from end at joint 7, nail 2 row(s) at 7" o.c. for 3-0-14; 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=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 15-0-0, Exterior(2) 15-0-0 to20-7-14, Interior(1) 20-7-14 to 27-4-10, Exterior(2) 27-4-10 to 33-0-9, Interior(1) 33-0-9 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 Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
A06
Truss Type
HIP
Qty
1
Ply
1
Job Reference (optional)
T20977281
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:19 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-jAcIjY2BBmwj0w7Ibuw562N3DtastFqb?_ABM4ypG?k
Scale = 1:73.0
1
2
3
4
5 6 7
8
9
10
11
17 1615 14
13 12
18
19
20 21
22
23
24 25
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
0.840.750.86
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 5-6-9 oc bracing.WEBS 1 Row at midpt 6-15, 6-14
REACTIONS. (size) 1=0-8-0, 11=0-8-0Max Horz 1=271(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=-4332/1742, 3-4=-4015/1650, 4-5=-3202/1463, 5-6=-2889/1417, 6-7=-2889/1417,
7-8=-3202/1463, 8-9=-4015/1650, 9-11=-4332/1742BOT CHORD 1-17=-1494/3969, 15-17=-1285/3481, 14-15=-1021/2987, 12-14=-1275/3423,
11-12=-1485/3864WEBS 3-17=-356/296, 4-17=-97/488, 4-15=-839/456, 5-15=-338/877, 6-15=-363/190,
6-14=-363/190, 7-14=-338/877, 8-14=-838/456, 8-12=-97/488, 9-12=-356/296
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 17-0-0, Exterior(2) 17-0-0 to22-7-14, Interior(1) 22-7-14 to 25-5-0, Exterior(2) 25-5-0 to 31-0-14, Interior(1) 31-0-14 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
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 Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
A07
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
T20977282
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:21 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-gZk38D4RjNARGEHhjJyZBTSRCgEBL9AuTIfIQzypG?i
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 Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
A08
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
Job Reference (optional)
T20977283
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:22 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-8lIRLZ53UhIItNstG0Uojh?YL4YW4c81hyOryPypG?h
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 Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
A10
Truss Type
Roof Special
Qty
6
Ply
1
Job Reference (optional)
T20977284
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:24 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-48PBmF6J?IZ07h?GORWGo64uruE_YWeK9Gty1IypG?f
Scale = 1:72.2
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
9-4-
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], [10:0-4-7,0-5-0], [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 Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
A11
Truss Type
COMMON
Qty
8
Ply
1
Job Reference (optional)
T20977285
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:29 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-R5D4pyASqqBIDSuDB_6RV9npEvz7Dmd3IXbjiVypG?a
Scale = 1:70.9
1
2
3
4
5
6
7
8
9
14 1312
11 10
15 16
17 18 19 20
5x6
5x8 WB3x8
3x4
4x6
5x6
3x4
4x6
5x6
5x8 WB7x10
5x6
5x6
5x8
7x10
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
0-6-
3
9-4-
4
0-6-
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], [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
0.740.820.90
DEFL.Vert(LL)Vert(CT)Horz(CT)
in-0.24-0.540.16
(loc)12-1412-14
9
l/defl>999>921
n/a
L/d240180n/a
PLATESMT20
Weight: 258 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.1 *Except*
1-3,7-9: 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 3-10-12, Right 2x8 SP 2400F 2.0E 3-10-12
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 6-4-7 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 10)Max Uplift 1=-618(LC 12), 9=-618(LC 12)Max Grav 1=2110(LC 17), 9=2110(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-4284/1561, 3-4=-3892/1445, 4-5=-2744/1174, 5-6=-2744/1174, 6-7=-3893/1445,
7-9=-4285/1561BOT CHORD 1-14=-1281/4063, 12-14=-953/3329, 10-12=-957/3153, 9-10=-1277/3812WEBS 5-12=-572/1617, 6-12=-1153/502, 6-10=-156/769, 7-10=-513/380, 4-12=-1154/502,
4-14=-156/771, 3-14=-513/380
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) 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=618, 9=618.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
A12
Truss Type
Roof Special
Qty
4
Ply
1
Job Reference (optional)
T20977286
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:31 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-NUKqEeCiMRR0Sm2cIP8vbat40icKhgXMmr4qnOypG?Y
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 Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
A13
Truss Type
ROOF SPECIAL
Qty
6
Ply
1
Job Reference (optional)
T20977287
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:34 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-n30zsgEbfMpbJDmBzXhdCDUctwecu?eoSpIUOjypG?V
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 Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
B01
Truss Type
Half Hip Girder
Qty
1
Ply
1
Job Reference (optional)
T20977288
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:35 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-FFaL40FDQgxSxNLNXFCslQ1qEJ0XdVDyhT21w9ypG?U
Scale = 1:37.0
1
2
3 4 5 6
10 9 87
11 12 13 14
15 16 17 18 19
3x6 2x4 7x10
5x6 2x4 3x4
5x8
5x8
8x10
5x6
5x6
3x6
1-2-81-2-8
1-7-30-4-11
7-0-05-4-13
12-0-95-0-9
16-11-74-10-13
22-0-05-0-9
1-7-31-7-3
7-0-05-4-13
12-0-95-0-9
16-11-74-10-13
22-0-05-0-9
0-6-
3
3-5-
3
5.00 12
Plate Offsets (X,Y)-- [1:0-3-15,0-4-1], [3:0-3-0,0-2-4], [7:0-4-4,0-1-8], [8:0-3-8,0-2-8], [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
0.710.820.83
DEFL.Vert(LL)Vert(CT)Horz(CT)
in0.16
-0.240.05
(loc)8-98-9
7
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20
Weight: 135 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2 *Except*
3-6: 2x4 SP M 31BOT CHORD 2x6 SP No.2WEBS 2x4 SP No.3 *Except*
5-9,6-8: 2x4 SP No.2SLIDER Left 2x8 SP 2400F 2.0E 3-3-10
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins,
except end verticals.BOT CHORD Rigid ceiling directly applied or 6-2-11 oc bracing.
REACTIONS. (size) 7=0-3-8, 1=0-8-0Max Horz 1=164(LC 8)Max Uplift 7=-859(LC 8), 1=-706(LC 8)Max Grav 7=1892(LC 1), 1=1721(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-3463/1480, 3-4=-3773/1768, 4-5=-3784/1775, 5-6=-2728/1297, 6-7=-1862/895BOT CHORD 1-10=-1408/3070, 9-10=-1413/3060, 8-9=-1297/2728WEBS 3-10=0/388, 3-9=-461/835, 4-9=-709/451, 5-9=-565/1242, 5-8=-1045/497,
6-8=-1512/3175
NOTES-1) 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); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.602) Provide adequate drainage to prevent water ponding.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)
7=859, 1=706.6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 224 lb down and 419 lb up at
7-0-0, 120 lb down and 176 lb up at 9-0-12, and 120 lb down and 176 lb up at 11-0-12, and 120 lb down and 176 lb up at 12-6-3 ontop chord, and 112 lb down and 3 lb up at 7-0-0, 67 lb down and 21 lb up at 9-0-12, 67 lb down and 21 lb up at 11-0-12, 67 lb downand 21 lb up at 12-6-3, and 232 lb down and 175 lb up at 14-6-3, and 429 lb down and 346 lb up at 16-6-3 on bottom chord. Thedesign/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, 3-6=-80, 1-7=-20
Continued on page 2
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
B01
Truss Type
Half Hip Girder
Qty
1
Ply
1
Job Reference (optional)
T20977288
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:35 2020 Page 2 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-FFaL40FDQgxSxNLNXFCslQ1qEJ0XdVDyhT21w9ypG?U
LOAD CASE(S) StandardConcentrated Loads (lb)
Vert: 10=-60(F) 3=-224(F) 11=-120(F) 12=-120(F) 13=-120(F) 15=-51(F) 16=-51(F) 17=-51(F) 18=-232(F) 19=-429(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_L_160_C
Truss
B02
Truss Type
Common
Qty
2
Ply
1
Job Reference (optional)
T20977289
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:37 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-Cei6ViGTxHBABhVmfgFKqr68q7pu5S_F8nX8_1ypG?S
Scale = 1:56.0
1
2
3
4
5 6
9 8 7
10
11
12
5x6
3x4
3x4
7x10 2x4
3x4
6x8 6x8
5x6
5x6
3x4
1-2-81-2-8
1-6-8
0-4-0
7-3-55-8-13
14-5-107-2-5
22-0-07-6-6
1-6-81-6-8
7-3-55-8-13
14-5-107-2-5
21-2-86-8-14
22-0-00-9-8
0-6-
3
9-4-
4
9-0-
5
5.00 12
Plate Offsets (X,Y)-- [1:0-4-14,0-2-5], [3:0-3-0,0-3-0], [5:0-2-0,Edge], [7:Edge,0-3-12], [8:0-5-0,0-4-8]
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
0.830.380.62
DEFL.Vert(LL)Vert(CT)Horz(CT)
in0.05
-0.090.03
(loc)9
8-97
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20
Weight: 148 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 3-6-5
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins,
except end verticals.BOT CHORD Rigid ceiling directly applied or 8-2-0 oc bracing.WEBS 1 Row at midpt 3-8, 6-7, 4-7
REACTIONS. (size) 7=0-3-8, 1=0-8-0Max Horz 1=466(LC 12)Max Uplift 7=-413(LC 12), 1=-225(LC 12)Max Grav 7=1190(LC 17), 1=1115(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-1998/447, 3-4=-1155/211, 6-7=-250/231BOT CHORD 1-9=-789/1860, 8-9=-791/1856, 7-8=-426/1051WEBS 3-9=0/285, 3-8=-883/430, 4-8=-68/595, 4-7=-1341/533
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 to21-10-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=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)
7=413, 1=225.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
CJ1
Truss Type
Jack-Open
Qty
8
Ply
1
Job Reference (optional)
T20977290
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:38 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-gqFUi1H5ibJ1or4yCNmZN3fWlXDqq2wONRGhXUypG?R
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
0.050.080.00
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=-69(LC 1)Max Uplift 2=-61(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=79ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members andforces & 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) 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 Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
CJ3
Truss Type
Jack-Open
Qty
8
Ply
1
Job Reference (optional)
T20977291
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:39 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-80pswNIkTvRuQ?f8m5HovGCfkxapZV9Xc50F3wypG?Q
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)-- [1:0-3-10,0-1-6], [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=111(LC 17), 3=50(LC 3), 1=126(LC 17)
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=79ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members andforces & 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 Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
CJ3A
Truss Type
Jack-Open
Qty
1
Ply
1
Job Reference (optional)
T20977292
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:40 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-cDNE7jJMECal28ELKoo1SUkoBKtVIyPhqllobMypG?P
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=118(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=79ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members andforces & 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, 3.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
CJ5
Truss Type
Jack-Open
Qty
5
Ply
1
Job Reference (optional)
T20977293
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:41 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-4PxcK3J_?WibfIpXuVJG?hHvvkE71Pfq3PVM7pypG?O
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)-- [1:0-3-10,0-1-4], [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=197(LC 17), 3=90(LC 3), 1=228(LC 17)
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=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 4-10-3 zone; cantilever leftand right 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) 1 except (jt=lb)
2=121.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
CJ5A
Truss Type
Jack-Open
Qty
2
Ply
1
Job Reference (optional)
T20977294
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:42 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-YbV?YPKcmqqSHSNjRDrVXvq9n8Xoms8_I3EvgFypG?N
Scale = 1:15.6
1
2
76
5
9
3
8
4
3x4
3x4 2x4
2x4
1-2-81-2-8
3-10-82-8-0
1-6-81-6-8
3-10-82-4-0
4-10-151-0-7
0-6-
3
2-6-
12
1-6-
12
2-2-
6
1-0-
0
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
0.240.270.05
DEFL.Vert(LL)Vert(CT)Horz(CT)
in0.05
-0.060.03
(loc)664
l/defl>879>680
n/a
L/d240180n/a
PLATESMT20
Weight: 22 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2 *Except*
1-6: 2x6 SP No.2WEBS 2x4 SP No.3
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, 8=0-8-0Max Horz 8=115(LC 12)Max Uplift 3=-67(LC 12), 8=-128(LC 12)Max Grav 3=131(LC 17), 4=63(LC 3), 8=378(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=79ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 4-10-3 zone; cantilever leftand right exposed ;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) 3 except (jt=lb)
8=128.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
D1
Truss Type
Monopitch
Qty
3
Ply
1
Job Reference (optional)
T20977295
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:43 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-0o3NllLEX7yJvcyv?wMk46MDeYqsV6H7Wj_SChypG?M
Scale = 1:51.7
1
2
3
4
5
9 8
76
10
11
5x6
3x4
4x6
5x8
5x8
2x4 7x10 4x6
4x6
4x6
3x4
1-2-81-2-8
1-6-80-4-0
7-3-45-8-12
13-10-26-6-14
14-1-120-3-10
20-4-06-2-4
1-6-81-6-8
7-3-45-8-12
14-1-126-10-8
20-4-06-2-4
0-6-
3
8-11
-14
4-4-
14
4-7-
0
5.00 12
Plate Offsets (X,Y)-- [1:0-6-7,0-2-0], [3:0-3-0,0-3-0], [8:0-5-0,0-4-4]
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-S
0.680.470.89
DEFL.Vert(LL)Vert(CT)Horz(CT)
in0.160.130.01
(loc)6-76-7
8
l/defl>482>603
n/a
L/d240180n/a
PLATESMT20
Weight: 132 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2 *Except*
1-8: 2x6 SP No.2, 4-8: 2x8 SP 2400F 2.0EWEBS 2x4 SP No.3SLIDER Left 2x8 SP 2400F 2.0E 3-6-5
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins,
except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 7-8.
REACTIONS. (size) 6=0-3-8, 8=0-7-4, 1=0-8-0Max Horz 1=458(LC 12)Max Uplift 6=-217(LC 12), 8=-560(LC 12), 1=-56(LC 12)Max Grav 6=264(LC 1), 8=1071(LC 1), 1=650(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-970/0, 3-4=-313/165BOT CHORD 1-9=-377/846, 8-9=-379/841, 7-8=-631/649, 4-7=-606/406WEBS 3-9=0/313, 3-8=-934/439
NOTES-1) 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 20-2-4 zone; cantilever leftexposed ; porch right exposed;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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)
6=217, 8=560. This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
D2
Truss Type
Monopitch Structural Gable
Qty
1
Ply
1
Job Reference (optional)
T20977296
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:45 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-zAA7ARNU3lC18w6I7LOC9XSZMLQCz5QQ_1TZGaypG?K
Scale = 1:45.1
1
23
4 56
7
8
9
15 14 13
12 11 10
29
6x8
5x8
5x8
3x4
4x12
4x12 5x6
3x6
4x6
5x6
3x4
3x4
1-2-81-2-8
1-6-80-4-0
3-2-31-7-11
7-3-44-1-2
13-6-06-2-11
16-8-03-2-0
20-8-04-0-0
1-6-81-6-8
3-2-31-7-11
7-3-44-1-2
13-6-06-2-11
16-8-03-2-0
20-8-04-0-0
0-6-
3
8-9-
12
4-2-
12
4-7-
0
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
0.610.860.53
DEFL.Vert(LL)Vert(CT)Horz(CT)
in0.05
-0.09-0.01
(loc)14
13-1411
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20
Weight: 163 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.3 *Except*
1-13: 2x6 SP No.2, 10-12: 2x4 SP No.2 PWEBS 2x4 SP No.3OTHERS 2x4 SP No.3SLIDER Left 2x8 SP 2400F 2.0E 2-4-4
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins,
except end verticals.BOT CHORD Rigid ceiling directly applied or 5-2-6 oc bracing.
REACTIONS. (size) 10=7-1-8, 11=7-1-8, 1=0-8-0Max Horz 1=449(LC 12)Max Uplift 10=-587(LC 17), 11=-743(LC 12), 1=-64(LC 12)Max Grav 10=209(LC 12), 11=2055(LC 17), 1=640(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-1099/156, 3-5=-846/76, 5-7=-251/0, 7-8=-690/1447BOT CHORD 1-15=-578/1023, 14-15=-578/1023, 7-12=-182/491, 10-11=-1254/498WEBS 5-14=-454/291, 12-14=-460/1018, 5-12=-620/155, 7-11=-1088/482, 8-11=-1627/749,
8-10=-580/1460
NOTES-1) 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 20-6-4 zone; cantilever leftexposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) All plates are 2x4 MT20 unless otherwise indicated.4) Gable studs spaced at 2-0-0 oc.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.7) 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. Borate or othersuitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosionprotection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for thisdesign. Building designer to verify suitability of this product for its intended use.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)10=587, 11=743.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
D3
Truss Type
Common
Qty
2
Ply
1
Job Reference (optional)
T20977297
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:46 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-RNkVOmN7q2Kum3hUg3vRil_g6luViehZDhC7p0ypG?J
Scale = 1:25.1
1
2
3
4
5
6
7
8
9
4x6
2x4 6x8
5x6
5x6
3x4
6x8
5x6
5x6
3x4
1-2-81-2-8
1-6-80-4-0
7-8-86-2-0
13-10-86-2-0
14-2-80-4-0
15-5-01-2-8
1-6-81-6-8
7-8-86-2-0
13-10-86-2-0
15-5-01-6-8
0-6-
3
3-8-
12
0-6-
3
5.00 12
Plate Offsets (X,Y)-- [1:0-5-7,0-3-0], [5:0-5-7,0-3-0]
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
0.860.350.14
DEFL.Vert(LL)Vert(CT)Horz(CT)
in-0.02-0.050.01
(loc)1-65-6
5
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, Right 2x8 SP 2400F 2.0E 3-9-2
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=0-8-0, 5=0-8-0Max Horz 1=125(LC 11)Max Uplift 1=-218(LC 12), 5=-218(LC 12)Max Grav 1=737(LC 1), 5=737(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-1146/507, 3-5=-1146/512BOT CHORD 1-6=-312/927, 5-6=-312/927WEBS 3-6=0/372
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 7-8-8, Exterior(2) 7-8-8 to11-8-8, Interior(1) 11-8-8 to 15-1-0 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) 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)
1=218, 5=218.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
D4
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
T20977298
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:47 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-vZIub6OlbMSlNDGhEmQgEyX?t9HfR58jRLygLSypG?I
Scale = 1:24.9
1
2
3
4
5
6
7
12 11 10 9 8
1314
3x4
4x6
3x4 5x6
0-3-50-3-5
15-5-015-1-11
7-8-87-8-8
15-5-07-8-8
0-2-
7
3-4-
15
0-2-
7
5.00 12
Plate Offsets (X,Y)-- [10:0-3-0,0-3-0]
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
0.220.100.13
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.00
(loc) - - 7
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 61 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2 POTHERS 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 14-10-6.(lb) - Max Horz 1=-117(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 9 except 12=-137(LC 12), 8=-137(LC 12)Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 11, 9 except 12=374(LC 17), 8=374(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 3-11=-140/255, 2-12=-290/432, 5-9=-140/255, 6-8=-290/432
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=2ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-2-15 to 4-2-15, Exterior(2) 4-2-15 to 7-8-8, Corner(3) 7-8-8 to11-8-8, Exterior(2) 11-8-8 to 15-2-1 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 2x4 MT20 unless otherwise indicated.5) Gable studs spaced at 2-0-0 oc.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.8) 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. Borate or othersuitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosionprotection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for thisdesign. Building designer to verify suitability of this product for its intended use.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 9 except(jt=lb) 12=137, 8=137.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
EJ7
Truss Type
Jack-Open
Qty
14
Ply
1
Job Reference (optional)
T20977299
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:48 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-NlsGoSPNMgac?NrtoUxvnA4?xZbiAaOsg?hDtvypG?H
Scale = 1:19.8
1
2
5
6
3
46x8
3x4
3x4
3x4
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)-- [1:0-4-12,0-2-3]
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
0.900.240.00
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 2-2-0 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=162(LC 12)Max Uplift 3=-174(LC 12), 1=-61(LC 12)Max Grav 3=287(LC 17), 4=132(LC 3), 1=334(LC 17)
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=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 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 Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
EJ7A
Truss Type
Jack-Open
Qty
4
Ply
1
Job Reference (optional)
T20977300
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:49 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-ryQe0oQ?7ziTdXQ3MBT8JNcC7zsZv1e0veRnPLypG?G
Scale = 1:19.8
1
2
5
9
10
3
6
4
3x8
3x4 2x4
2x4
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
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
0.810.520.00
DEFL.Vert(LL)Vert(CT)Horz(CT)
in-0.210.22
-0.06
(loc)553
l/defl>301>301
n/a
L/d240180n/a
PLATESMT20
Weight: 29 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.1BOT CHORD 2x6 SP No.2 *Except*
2-4: 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 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 6=0-8-0Max Horz 6=162(LC 12)Max Uplift 3=-112(LC 12), 6=-138(LC 12)Max Grav 3=206(LC 17), 4=108(LC 3), 6=474(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.BOT CHORD 1-6=-109/280
NOTES-1) 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) 0-0-0 to 4-0-0, Interior(1) 4-0-0 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) except (jt=lb)
3=112, 6=138.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
EJ7B
Truss Type
Jack-Open
Qty
4
Ply
1
Job Reference (optional)
T20977301
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:50 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-J8_0D8QdtHqKEh?Gvu_Nsb9NGMIDeUu97IAKynypG?F
Scale = 1:19.9
1
2
5
3
43x8
3x4
3x4
5-8-125-8-12
5-8-125-8-12
1-0-
9
3-5-
3
3-0-
13 3-5-
3
5.00 12
Plate Offsets (X,Y)-- [1:0-3-0,0-0-4]
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
0.790.170.00
DEFL.Vert(LL)Vert(CT)Horz(CT)
in-0.02-0.03-0.04
(loc)1-41-4
3
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20
Weight: 33 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.1BOT CHORD 2x6 SP No.2SLIDER Left 2x8 SP 2400F 2.0E 3-2-8
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=0-7-4, 3=Mechanical, 4=MechanicalMax Horz 1=162(LC 12)Max Uplift 1=-41(LC 12), 3=-161(LC 12)Max Grav 1=284(LC 17), 3=250(LC 17), 4=113(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=79ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 5-8-0 zone;C-C for membersand 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=161.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
HJ10
Truss Type
Diagonal Hip Girder
Qty
3
Ply
1
Job Reference (optional)
T20977302
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:52 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-GW6neqSuPu42U_8e1J0rx?EsrAz76NTSbcfR0gypG?D
Scale = 1:19.3
1
2
3
76
8
9
4
10 11 12 5
3x4
2x4 4x6
6x8
5x6
5x6
3x4
2-1-132-1-13
6-4-94-2-12
9-10-13-5-8
2-1-132-1-13
6-4-94-2-12
9-10-13-5-8
0-6-
3
3-5-
0
3.54 12
Plate Offsets (X,Y)-- [1:0-8-3,0-2-3]
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
0.210.200.12
DEFL.Vert(LL)Vert(CT)Horz(CT)
in0.02
-0.020.00
(loc)1-71-7
5
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20
Weight: 60 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=-67(LC 8), 5=-134(LC 8), 1=-228(LC 5)Max Grav 4=113(LC 1), 5=241(LC 1), 1=401(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-415/252BOT CHORD 1-7=-270/363, 6-7=-270/363WEBS 3-6=-448/333
NOTES-1) 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); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.602) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb)
5=134, 1=228.6) 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: 8=216(F=108, B=108) 9=15(F=7, B=8) 10=-123(F=-62, B=-62) 11=85(F=43, B=43) 12=-3(F=-7, B=4)
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
HJ10A
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
Job Reference (optional)
T20977303
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:49:54 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-CvDX3WU8xWKljII18k2J0QJ7m_agaGUl2w8Y5YypG?B
Scale = 1:19.3
1
2
3
109
87
6
14
4
15
11
16
17
5
3x4
3x4 2x4
2x4
3x4
2x4 3x4 2x4
2x4
2-1-132-1-13
4-2-92-0-13
6-10-02-7-7
9-9-112-11-11
9-10-10-0-6
2-1-132-1-13
3-6-91-4-13
6-10-03-3-6
9-9-112-11-11
9-10-10-0-6
0-6-
3
3-5-
0
2-5-
0
1-0-
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-S
0.560.460.09
DEFL.Vert(LL)Vert(CT)Horz(CT)
in0.13
-0.15-0.04
(loc)225
l/defl>690>604
n/a
L/d240180n/a
PLATESMT20
Weight: 49 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2 *Except*
1-9: 2x6 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 10-0-0 oc bracing. Except:
10-0-0 oc bracing: 7-8
REACTIONS. (size) 4=Mechanical, 5=Mechanical, 11=0-8-0Max Horz 11=162(LC 8)Max Uplift 4=-47(LC 8), 5=-51(LC 8), 11=-277(LC 8)Max Grav 4=96(LC 13), 5=196(LC 3), 11=540(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-375/196BOT CHORD 2-8=-170/359, 7-8=-170/359, 6-7=-170/359WEBS 3-6=-405/192
NOTES-1) 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); 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, 5 except (jt=lb)
11=277.6) 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 top chord,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 down and 14lb 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 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: 1-4=-80, 1-9=-20, 5-8=-20
Concentrated Loads (lb)Vert: 9=-19(F=-9, B=-9) 3=49(F=24, B=24) 14=216(F=108, B=108) 15=-123(F=-62, B=-62) 16=85(F=43, B=43)
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
V1
Truss Type
Valley
Qty
1
Ply
1
Job Reference (optional)
T20977304
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:50:00 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-13aoKZYvXM5vRDlBV?9jGhZAaOg?__ddRsbsICypG?5
Scale = 1:36.0
1
2
3
4 5
8 7 6
9
3x4
3x4
2x4
2x4
2x4
2x4
2x4
2x4
14-6-014-6-0
14-0-014-0-0
14-6-00-6-0
0-1-
9
5-11
-9
5-9-
1
5.00 12
Plate Offsets (X,Y)-- [4:0-2-0,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-S
0.480.270.11
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.00
(loc) - - 6
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 61 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.3OTHERS 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 14-6-0.(lb) - Max Horz 1=296(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 6 except 7=-152(LC 12), 8=-221(LC 12)Max Grav All reactions 250 lb or less at joint(s) 1 except 6=261(LC 17), 7=502(LC 17), 8=592(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-317/178WEBS 3-7=-349/303, 2-8=-473/353
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) 0-5-0 to 4-5-0, Interior(1) 4-5-0 to 14-0-0, Exterior(2) 14-0-0 to14-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60
3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb)
7=152, 8=221.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
V2
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
T20977305
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:50:00 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-13aoKZYvXM5vRDlBV?9jGhZGnOkG__adRsbsICypG?5
Scale = 1:37.3
1
23
45
6
7
8
9
10 11
19 18 17 16 15 14 13 12
20
3x4
3x4
3x6
14-6-014-6-0
14-0-014-0-0
14-6-00-6-0
0-6-
3
6-5-
12
6-3-
4
0-5-
6
5.00 12
Plate Offsets (X,Y)-- [4:0-5-4,0-0-12], [10:0-2-0,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
0.080.060.11
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.00
(loc) - - 19
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 84 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.3OTHERS 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals. Except: 10-0-0 oc bracing: 19-20
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 14-6-0.(lb) - Max Horz 1=309(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 19, 12, 13, 14, 15, 20, 16, 17, 18Max Grav All reactions 250 lb or less at joint(s) 19, 1, 12, 14, 15, 20, 16, 17, 18 except 13=302(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-330/154, 2-3=-333/154, 3-4=-294/141, 4-6=-257/122
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) -0-0-11 to 4-0-0, Interior(1) 4-0-0 to 14-0-0, Exterior(2) 14-0-0to 14-4-4 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are 2x4 MT20 unless otherwise indicated.4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Bearing at joint(s) 20 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) 19, 12, 13, 14, 15,
20, 16, 17, 18.9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1.
TRUSS DESIGNED FOR WIND LOADS IN THE PLANEOF THE TRUSS ONLY. FOR STUDS EXPOSED TO WIND(NORMAL TO THE FACE), SEE STANDARD INDUSTRYGABLE END DETAILS AS APPLICABLE, OR CONSULTQUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
V3
Truss Type
Valley
Qty
1
Ply
1
Job Reference (optional)
T20977306
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:50:02 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-zSiZlFa93zLdgXvZcQBBL6faeCPESv_wuA4zN5ypG?3
Scale = 1:23.3
1
2
3
4
5
9 8 7
10 6
11
12
13
2x4
2x4
3x4
4x6
3x4
2x4
2x4
2x4
2x4 2x4
9-2-09-2-0
4-7-24-7-2
9-2-04-6-14
0-6-
3
3-6-
0
0-6-
4
1-0-
14
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
0.190.090.06
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.00
(loc) - - 7
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 38 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.3OTHERS 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals. Except: 6-0-0 oc bracing: 6-710-0-0 oc bracing: 9-10
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.REACTIONS. All bearings 9-2-0.
(lb) - Max Horz 1=-140(LC 10)Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8 except 7=-127(LC 12), 10=-145(LC 12)Max Grav All reactions 250 lb or less at joint(s) 9, 1, 5 except 7=298(LC 18), 8=303(LC 17), 10=267(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-10=-262/304, 6-7=-275/263, 4-6=-262/284
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) -0-0-11 to 3-11-5, Interior(1) 3-11-5 to 4-7-2, Exterior(2) 4-7-2to 8-7-2, Interior(1) 8-7-2 to 9-2-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8 except
(jt=lb) 7=127, 10=145.8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 5.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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_L_160_C
Truss
V4
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
T20977307
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 10 11:50:03 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:EUbcdRdSVPjz3PsjTVS_RMzJaSG-ReGxyaanqHTUIhUlA7jQuKBjEclkBMH37qqWvXypG?2
Scale = 1:24.6
1
2
3
4
5
6
7
13 12 11 10 9
14 8
15
16
17
4x6
9-2-09-2-0
4-7-24-7-2
9-2-04-6-14
0-2-
6
4-0-
3
0-2-
6
1-10
-14
5.00 12
Plate Offsets (X,Y)-- [4:0-2-14,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
0.260.070.05
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.01
(loc) - - 9
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 47 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.3OTHERS 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals. Except: 6-0-0 oc bracing: 13-14, 8-9
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 9-2-0.(lb) - Max Horz 1=-187(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 13, 1, 7, 9, 11, 12, 10Max Grav All reactions 250 lb or less at joint(s) 13, 1, 7, 9, 11, 12, 10
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 3-4=-185/269, 4-5=-185/264BOT CHORD 1-14=-261/252
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) 0-3-1 to 4-3-1, Interior(1) 4-3-1 to 4-7-2, Exterior(2) 4-7-2 to8-7-2, Interior(1) 8-7-2 to 8-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are 2x4 MT20 unless otherwise indicated.4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 1, 7, 9, 11, 12,
10.8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 7.
TRUSS DESIGNED FOR WIND LOADS IN THE PLANEOF THE TRUSS ONLY. FOR STUDS EXPOSED TO WIND(NORMAL TO THE FACE), SEE STANDARD INDUSTRYGABLE END DETAILS AS APPLICABLE, OR CONSULTQUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 10,2020
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