HomeMy WebLinkAboutTrussJL
rFD 81
I=UU-110I:1 AalI01_lTVZ1-TZ_3ISd =t=]
March 1, 2021
Building Department
258 Southhall Lane, Suite 200
Maitland, Florida 32751
P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com
Website: www.fdseng.com
Ref:
Adams Homes
Lot:
Lot 11 Blk.1
Subdivision:
Fort Pierce - Waterstone
Address:
5416 Lugo St.
Model:
2020 A LHG
KA #
21-1767
Truss Company:
Builders First Source
Date of drawings:
2/22/21
Job No.:
2644791
Wind Speed:
160
Exposure:
C
Truss Engineer:
Walter P. Finn
To whom it may concern,
We have reviewed the truss design package for the project referenced above. This truss package
complies with the original design intent and the underlying structure will accommodate all
indicated loads.- We approve the truss package without comment based upon the truss layout and
truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss
Engineer.
Please note, this review is only for general conformance with the design concept of the project.
Contractor or sub -contractor is responsible for matching all structural components and details
shown in the construction documents. Contractor or sub -contractor is also responsible for
confirming all quantities and dimensions; selecting appropriate fabrication processes and
techniques; and coordinating work with all other trades.
Note: Truss ID's may vary.
If you have any questions, please do not hesitate to call.
Sincerely,
3/1/2021
Carl A. Brown, P.E.
FL. # 56126
3/1/2021
Scott Ldwkowski, P.E.
FL. #78750
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Luis Pablo Torr s, P.E.
FL. # 87864
FDS Engineering Associates, A TSG Company
our Building Code Experts"
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171 Reviewed and Approved ❑ Revise and Resubmit
❑ Reviewed withNotstio® ❑ Not Reviewed (sce explanation)
Conections in comments ®de on equipment submittals or shop drawings dming'this review do
wet relieve contractor from Compliance with requirements of the drmvings and Specifications.
This check is only for review of general coaformatue with the concept of the project and
general compliance with the iniounnion given in the contract documents. The contractor is
responsible for confianng end conelsting all quantities and dimensions; selecting fabrication
pmeesses mid techniques ofconstmction; coordinating his work with that *fail other trades and
performing his work in a safe and sasefactory mm ucr
FDStENGINEERING ASSOCIATES
Date: 03/01/2021 By. BH
Submitml No.: Pmject N-21-17467 Pmjmt Eng.: Luis Tunes
Project Name: Adams Homes -FL pierce - Wateatone Lot I I Blk I
CONNECTORS SCHEDULE
ROOF TRUSS.
1QT4IDjj
MODEL ROOF UPLIFT SYM
•0
A•
LUS24 / JUS24
895 / 836
490 /510
10
A
HTU26/ THD26
3600 / 3470
1555 / 2330
+w
0
B
HTU28 / THD28
4680 / 5040
214012330
ue
0
C
HTU26.2 / THD26-2
3600 / 3355
2175 / 2340
�m
0
D
HTU28-2 / THD28-2
4680 / 5005
3485 / 2595
jIn
0
E
HGUS26-2 ! THDH26-2
5320 / 5245
2155 / 2340
I,E
-0
F
HGUS28-2 / THDH28-2
7460 / 8025
3235 / 3330
IF
0
G
HHGUS26-3 T
52301
5:
a uwn
0
GUS283 T3
740/.78
0
J
THJA26 / HJC26
9100/8990
F43
1 u
3X8NOP
VERIFY ALL DILENSICM AND MUM CONDITIONS-PMOR TDAPPROVAL
SOLE MUM FRAWA REQUIRED IN REM BY BUILDER
MAIN WWD FORCE RESISTING SYSTEWC4 HYBRID WINO MCU-10
IMPORTANT ->
ENCLOSED
"POSlRiE CATEGORY C
OCCUPANCY CATEGORY a
This Drawing Must Be Approved And
VAND LOAD 1S0 MPH
WIND IMPORTANCE FACTOR 1.00
Returned Before Fabrication Will
TRUSSES HAVE MEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD
UVE LOAD
Begin. For Your Protection Check All
NONCONCURRENT WRH ANY OTHER LIVE
LOADS
Dimensions And Conditions Prior To
Approval Of Plan.
SIGNATURE BELOW INDICATES ALL
ROOF LOADING
FLOOR LOADING
NOTES AND DIMENSIONS HAVE
TCLL: 20 PSF
TCLL:
40 PSF
BEEN ACCEPTED.
TCDL: 07 PSF
TCDL:
10 PSF
'
BCDL- 10 PSF
BCDL-
6 PSF
By Date
TOTAL: 37 PSF
TOTAL:
55 PSF
DURATION: 1.25
DURATION:
1.00
CAUTIONM
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (ie. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hours And Investigation By
Builders First Source.
NO EXECPTIONS.
The General Contractor Is Responsible
For All Connections Other Than Truss
to Truss, Gable Shear Wall, And
Connections. Temporary and
Permanent Bracing, And Ceiling And
Roof Diaphragm Connections.
ROOF PITCH: 6112
CEILING PITCH: 0112
TOP CHORD SIZE: 2 X 4
BOTTOM CHORD SIZE: 2 X 4
OVERHANG LENGTH: 16'
END CUT: Plumb
CANTILEVER: —
TRUSS SPACING: 24"
BUILDING CODE: FBC2020
BEARING HEIGHT SCHEDULE
Hatch Legend
8' Bearing
®10' Bearing
BUILDER:
Adams Homes
PROJECT:
Inge amI y
160
MODEL*
LANAI
ADDRESS: 6416 LUGO ST
LOT / BLOCK:
1111
SUBDIVISION:
WATERSTONE
CITY:
BY.
APIERCEDRAWN
JOB 0 :
DATE: 02120/2021
PLAN DATE: 1 2021
REVISIONS:
1.
2.
3.
4.
4408 Airport Road
Plant City, FL 33563
Ph. (813) 305-1300
Fax (813) 305-1301
® Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by:others.
MiTek®
RE: 2644791 -LOT 11/1 WATERSTONE
MITek USA, Inc.
Site Information: 66904 Parke East Blvd.
Customer Info: Adams Homes Port St Lucie Project Name: 2644791 Model: 2020 kT8a1 &V8 LA4
AI5
Lot/Block: 11/1 Subdivision: WATERSTONE
Address: 5416 LUGO ST, .
City: Fort Pierce State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building..
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TPI2014 Design Program: MiTek 20/20 8.4
Wind Code: N/A Wind Speed: 160 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 44 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 sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No.
Seal#
Truss Name.
Date
No.
Seal#
Truss Name
Date
1
T22937422
A01
2/22/21
23
T22937444
D01
2/22/21
2
T22937423
A02
2/22/21
24
T22937445
D02S
2/22/21
3
T22937424
A03
2/22/21
25
T22937446
D03S
2/22/21
4
T22937425
A04
2/22/21
26
T22937447
E3P
2/22/21
5
T22937426
A05
2/22/21
27
T22937448
E5P
2/22/21
6
T22937427
A06
2/22/21
28
T22937449
E7
2/22121
7
T22937428
A07
2/22/21
29
T22937450
E7V
2/22/21
8
T22937429
A08
2/22/21
30
T22937451
G01
2/22/21
9
T22937430
A09S
2/22/21
31
T22937452
113P
2/22/21
10
T22937431
A10S
2/22/21
32
T22937453
H5P
11
T22937432
A11 S
2/22/21
33
T22937454
H7
.2/22/21
2/22/21
12
T22937433
Al2S
2/22/21
34
T22937455
H7V
2/22/21
13
T22937434
B02S
2/22/21
35
T22937456
K01
2/22/21
14
T22937435
B03S
2/22/21
36.
T22937457
K02
2/22/21
15
T22937436
C 1
2/22/21
37
T22937458
K03A
2/22/21
16
T22937437
C 1 P
2/22/21
38
T22937459
P01
2/22/21
17
T22937438
C 1 V
2/22/21
39
T22937460
P02
2/22/21
18
T22937439
C3
2/22/21
40
T22937461
P03
2/22/21
19
T22937440
C3P
2/22/21
41
T22937462
V01
2/22/21
20
T22937441
C3V
2/22/21
42
T22937463
V02
2/22/21
21
T22937442
C5
2/22/21
43
T22937464
V03
2/22/21
22
T22937443
C5V
2/22/21
44
T22937465
VO4
2/22/21
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 (Plant City, FL).
Truss Design Engineer's Name: Finn, Walter
My license renewal date for the state of Florida is February 28, 2023.
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.
LIII�i�.
J
STATE` OF &.
RAnn;PE;ho.22Mg .
lJ&A !ij :XUe 6634
arks East BW Tampa R.33616
February 22,2021
Finn, Walter 1 of 1
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
2644791
A01
ROOF SPECIAL
g
1
T22937422
Job Reference o tional
• - - - �. -n ••-••• „ - - o.wu s reu rc 4U1 I IVa.r eK maustrles, Inc. Mon t•eD 22 lU:41:5:32 2U21 Page 1
I D:OAgsmhRnU78gy81 pVrgZFsz3?jG-A1 RFdFODbiJI R_SOgZFhpijZQP?XLflBfiBBazicKT
1-4-0 6.3-0 12-11-0 19-10-0 26-9-0 33-5-0 39-8-0 1-0-
i 6-8-0 6-11-0 6 11-0 6-8-0 6-T-0
5x6 =
6.00 12
Scale = 1:72.4
4x10 MT20HS 3.00 12 4x10 MT20HS ZZ
LOADING (psi)
TCLL 20.0
TCDL 7.0
BCLL 0.0 *
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TPI2014
CS1.
TC 0.82
BC 0.81
WB 0.76
Matrix -AS
DEFL. in (loc) I/defi Lid
Vert(LL) 0.72 10-11 >659 240
Vert(CT) -1.17 10-11 >408 180
Horz(CT) 0.60 8 n/a n/a
PLATES
MT20
MT20HS
Weight: 198 lb
GRIP
244/190
187/143
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied.
1-4,6-9: 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x4 SP M 31 'Except*
WEBS
1 Row at midpt 6-11.
4-12
11-13,10-11: 2x4 SP No.1
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 8=0-8-0
Max Harz 2=435(LC 10)
Max Uplift 2=941(1_C 12), 8=-941(LC 12)
Max Grav 2=1761(LC 17), 8=1761(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5823/2890, 3-4=-5509/2649, 4-5=-2746/1621, 5-6=-2706/1613, 6-7=-5188/2655,
7-8=-5512/2886
BOT CHORD 2-13=-2462/5610, 12-13=-1450/3557, 11-12=-699/2224, 10-11=-1475/3148,
8-10=-2494/4991
WEBS 5-11=-544/1202, 6-11=-1280/862, 6-10=-848/2144, 7-10=-303/406, 5-12=-542/1257,
4-12=-1354/857, 4-13=-838/2335, 3-13=-288/406
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 9=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-10-0, Exterior(2R)
19-10-0 to 23-10-0, Interior(1) 23-10-0 to 41-0-0 zone;C-C for members -and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1:60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) All plates are MT20 plates unless otherwise indicated.
57This 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 = IO.Opsf.
7) Bearing at joint(s) 2, 8 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 atjoint(s) except (jt=lb)
2=941, 8=941.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
%P�-DER
♦ �.
No 228,9 '•,
February 22,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 5119/2020 USE.
rev. BEFORE
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 bucking of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MOW
always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANSI1TP11 Qualify Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
11/1 WATERSTONE
T22937423
2644791
A02
HIP
2
rTJoobTReference
(optional)
irstaource (Plant Cary, FL), Plant Glry, FL - 3356/, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:34 2021 Page 1
I D:OAgsmhRnU78gyB1 pVrgZFsz3?jG-6PY?GOGGICyOY18r75cjnEo2AE5T?F6bezB IGSzicKR
r1-4 q 6-3-0 12-11-0 19-0-0 20-8-0 26-9-0 33-5-0 39-8-0 V-0-q
1-4-0 6-3-0 6-1-0 1-8-0 11-0 6 8-0 6-3-0 1-4-0
6.00 12
5x6 =
5x6 =
5 6
Scale = 1:75.3
4xl0 MT20HS � 3.00 12 4x10 MT20HS
39-8-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc) I/defP Ld
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.88
Vert(LL)
0.72 11-12 >661 240
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.81
Vert(CT) -1.17 11-12 >408 180
MT20HS
187/143
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.77
Horz(CT)
0.61 9 n/a file
BCDL 10.0
Code FBC2020rrP12014
Matrix -AS
Weight: 196 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied.
1-4,7-10: 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x4 SP M 31 *Except*
WEBS
1 Row at midpt 4-13.
7-12
12-14,11-12: 2x4 SP No.1
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=0-8-0
Max Horz 2=419(LC 11)
Max Uplift 2=941(LC 12), 9=-941(LC 12)
Max Grav 2=1770(LC 17), 9=1770(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5850/2966, 3-4=-5538/2734, 4-5=-2762/1652, 5-6=-2166/1472, 6-7=-2720/1668,
7-8=-5229/2708, 8-9=-5551/2950
BOT CHORD 2-14=-2550/5622, 13-14=-1511/3558, 12-13=-781/2331, 11-12=-1505/3156,
9-11=-2544/5027
WEBS 3-14=-286/415, 4-14=-872/2349,4-13=-1369/868, 5-13=-531/1223,6-12=-527/1170,
7-12=-1301/869, 7-11=-871/2167, 8-11=-300/415
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2E)
19-0-0 to 20-8-0, Extedor(2R) 20-8-0 to 24-8-0, Interior(1) 24-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
G�, 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.Opsf 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) Bearing at joints) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb)
2=941,9=941.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
No 22839
gip' OF
February 22,2021
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
--
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
MOW
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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Ply LOT 11/1
' T22937424
2644791 A03 HIP 2 1 1 .
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:35 2021 Page 1
I D:OAgsmhRnU78gy81 pVrgZFsz3?jG-ac6OTkHu W W4t9vjl ho7yJRKDbeOykfJktdwrouzicKQ
1-4012-11-0 17-0-0 22-8-0 26-9-0 33-5-0 39-8-0 1-0
1-4-0 6-3-0 6-8-0 4-1-0 5-8-0 4-1-0 6-8-0 6-3-0 1-4-0
6.00 12 5x6 =
5x8 =
5 23 24 6
Scale = 1:73.4
5x8 G 3.00 F12 5x8
LOADING (pso
SPACING-
2-0-0
TCLL 20.0
Plate Grip DOL
1.25
TCDL 7.0
Lumber DOL
1.25
BCLL 0.0
Rep Stress Incr
YES
BCDL 10.0
Code FBC20201TP12014
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
1-4,7-10: 2x4 SP No.1
BOT CHORD 2x4 SP No.2 *Except*
2-15,9-11:.2x4 SP No.1
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=0-8-0
Max Horz 2=378(LC 11)
Max Uplift 2=-941(LC 12), 9=-941(LC 12)
Max Grav 2=1540(LC 1). 9=1540(LC 1)
39-8-0
CSI.
DEFL.
in (loc) I/defl Ud
PLATES
GRIP
TC 0.83
Vert(LL)
0.76.11-12 >625 240
MT20
244/190
BC 0.98
Vert(CT) -1.07 11-12 >444 180
MT20HS
187/143
WB 0.83
Horz(CT)
0.62 9 n/a n/a
Matrix -AS
Weight: 207 lb
FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly
applied.
BOT CHORD
Rigid ceiling directly applied.
WEBS
1 Row at micipt 6-14
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4920/3118, 3-4=-4601/2874, 4-5=-2467/1757, 5-6=-2200/1670, 6-7=-2476/1769,
7-8=-4601/2888, 8-9=-4920/3132
BOT CHORD 2-15=-2682/4628, 14-15=-1597/2891, 12-14=-1063/2198, 11-12=-1618/2860,
9-11=-2719/4444
WEBS 3-15=-333/430, 4-15=-924'/1878,4-14=-1086/816, 5-14=-484/844, 6-12=-503/864,•
7-12=-1019/817,7-11=-933/1771, 8-11=-347/429
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2R)
17-0-0 to 21-0-0, Interior(1) 21-0-0 to 22-8-0; Exterior(2R) 22-8-0 to 26-9-15, Interior(1) 26-9-15 to 41-0-0 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
',to the use of this truss component.
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.
�) * This truss has been designed for a live load of'20.Opsf an 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) Bearing at joint(s) 2, 9 considers parallel.to grain, value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=941, 9=941.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied.directly to the bottom chord
® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
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/17P11 Quality Criteria, DSB-89 and SCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
ER P
No :22839
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
February 22,2021
Jab
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
•
T22937425
2644791
A04
HIP
2
1
.
Job Reference (optional)
FirstSource (want City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:36 2021 Page 1
ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-2ogmh4lXHpCkn3IDF WeBsftPi2nBTBFu6HgP KLzicKP
r1 4-0, 6-3-0 12-11-0 15-0-0 i 19-10-14 24-8-0 26-9-0 i 33-5-0 39-8 0 p1-0-q
'1-4-0' 6-8-0 2-1-0 4-10-14 4-9-2 2-1-0 6-3-0 1-4-0
6.00 F12
5x6 =
3x4 = 5x6 =
5x6 i 5 25 26 6 27 28 7
SvR
5x8 ::r 3.00 12
39-8-0
5x8 ZZ
Scale = 1:73.4
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 *
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TPI2014
CSI.
TC 0.81
BC 0.79
WB 0.73
Matrix -AS
DEFL,
V rt(LL)
Vert(CT)
Horz(CT)
in (loc) I/defl Ud
0.71 15-16 >673 240
-1.17 13-15 >407 180
0.60 10 n/a n/a
PLATES
MT20
MT20HS
Weight: 209 lb
GRIP
2441190
187/143
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied.
8-11,14: 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x4 SP M 31 *Except*
14-16,12-14; 2x4 SP No.1
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=337(LC 11)
Max Uplift 2=-941(LC 12), 10=-941(LC 12)
Max Grav 2=1779(LC 17), 10=1779(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5808/3128, 3-4=-5465/2872, 4-5=-3256/1973, 5-6=-2896/1783, 6-7=-2797/1789
7-8=-3147/1981,8-9=-5218/2888,9-10=-5568/3144
BOT CHORD 2-16=-2701/5515, 15-16==1567/3518, 13-15=-1372/3037, 12-13=-1592/3185,
10-12=-2732/5037
WEBS3-16=-332/434, 4-16=-956/2212,4-15=-1141/807, 5-15=-783/1365,6-15=-336/245,
6-13=-339/251, 7-13=-794/1321, 8-13=-1087/813, B-12=-965/2065, 9-12=-344/434
��1'lII IIJq*�',
NOTES-
1) Unbalanced roof live loads have been considered for this design,
Wi
Wind: 7-16;
ER P i
�� v • • C.E NS'.••
2) ASCE Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
•• 00
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1).2-8-0 to 15-0-0, Extedor(2R)
•' No 22'Oyu
15-0-0 to 19-0-0, Interior(1) 19-0-0 to 24-8-0, Extedor(2R) 24-8-0 to 28-8-0, Interior(1) 28-8-0 to 41-0-0 zone;C-C for members and
forces & MWFRS for
r'
* a :
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
31 Building Designer / Project engineer responsible for verifying applied roof live load shown avers rain loading requirements specific
?k
to the. use of this truss component
4) Provide adequate drainage to prevent water ponding.
OF
5) All plates are MT20 plates unless otherwise indicated.
W� Q 6
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.,t�'•�
*
•
40" Q', • ��
P) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall. by 2-0-0 wide
the tom
s 0
,'��II�
will n
chord and any
er with BCDL =
8) Bering at 0va
N p► , `,,
joint(s) 2, 110 considerspa allel tohgra grainmbers,
value using ANS /TPI angle to grain formula. Building designer should verify
``
it
capacity of bearing surface.
0
9) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 Ib uplift_ atjoint(s) except (jt=lb)
Walter',Afin RE w!2839
2=941,10=941.
M1Tek;USA InC: EL Cert 6634.
10) This truss design requires that'a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 11Z' gypsum
6904 Parke East Blvd T&KIWFL 33610
sheetrock be applied directly to the bottom chord'.
Date:
February 22,2021
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. �•
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 chard members only. Additional temporary and permanent bracing MiTek*
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 ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
'
T22937426
2644791
A05
HIP
1
1
Job Reference (optional)
'M rUNZ triam guy, ram), ridm Ugly, rL - 33567, 8.43U s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:37 2021 Page 1
ID:OAgsmhRnU78gy8lpVrgZFsz3?jG-W E8uQJ927KbPDtPpD9QOsQaRR6xCaalLxPytnzicKO
1 4 0 6-3-0 13-0-0 19-10-0 26 8-0 33-5-0 39-8-0 1-0
1-416-3-0 6-9-0 610-0 6-10-0 6-9-0 6-3-0 14-0
6x8 =
6.00 12
23 24
45 =
5
25 26
6x8 =
5x8 3.00 12 5x8. C
8-8-0
31-0-0
Scale = 1:73.4
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL,
in (loc) I/defi Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.75
Vert(LL)
0.70 10-11 >684 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.88
Vert(CT) -0.90 11-13 >529 180
BCLL 0.0
Rep Stress Incr YES
WB 0.78
Horz(CT)
0.58 8 n/a n/a
BCDL 10.0
Code FBC2020rrP12014
Matrix -AS
Weight: 202 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 31 *Except*
TOP CHORD
Structural wood sheathing directly applied.
4-6: 2x6 SP No.2, 1-3,7=9: 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x4 SP M 31 *Except*
12-14,10-12: 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 8=0-8-0
Max Horz 2=295(LC 11)
Max Uplift 2=-941(LC 12), 8=-941 (LC 12)
Max Grav 2=1540(LC 1), 8=1540(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -Ail forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4905/3142, 3-4=-4588/2877, 4-5=-3070/2078, 5-6=-3070/2086, 6-7=-4588/2893,
7-8=4905/3157
BOT CHORD 2-14=-2714/4507, 13-14=-1515/2847, 11-13=-1780/3261, 10-11=-1539/2847,
8-10=-2744/4430
WEBS 3-14=-343/462, 4-14=-1005/1833, 4-13=-158/550, 5-13=-418/304, 5-11=-418/304,
6-11=-158/550, 6-10=1014/1754, 7-10=-353/461
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedar(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Extedor(2R)
13-0-0 to 17-0-0, Interior(1) 17-0-0 to 26-8-0, Extedor(2R) 26-8-0 to 30-8-0, Interior(1) 30-8-0 to 41-0-0 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
"'to the, use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
• will fit between the bottom chord and any other members.
7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSIrrPI 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 atjoint(s) except (jt=1b)
2=941, 8=941.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
ER'P
F
No- 22839
February 22,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. °
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 MiTek°
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 I Pl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information 'available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
T22937427
2644791
A06
HIP
1
1
Job Reference (optional)
ers Firstauurce (Franc coy, FL), Fiant city, FL - 33b6t, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:39 2021 Page 1
I D:OAgsmhRnU78gy81 pVrgZFsz3?jG-SNMuJ5KPakaJeW 1 oweBuUHVwdFmFgYRKoFu3xgzicKM
1 4-0 6-3-0 11-0-0 16-1-13 1323.6-3 28-8-0 33-5-0 39-8-0 1-0-
1-4-0 6-3-0 4-9-0 5-1-13 7.4-5 5 1-13 4-9-0 6-3-0 1-4-0
5x6 =
Scale=1:72.0
5x6 = 2x4 11
=
23 5 6 24 7 5x6
5x8 3.00 12 5x8
22-9-5
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc) I/dell L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.77
Vert(LL)
0.88 12-13 >540 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.96
Vert(CT) -1.12 12-13 >424 180
BCLL 0.0
Rep Stress Incr
YES
WB 0.57
Horz(CT)
0.67 9 n/a n/a
BCDL 10.0
Code FBC2020lrP12014
Matrix -AS
Weight: 190 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1 *Except*
TOP CHORD
Structural wood sheathing directly applied.
4-5,5-7: 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x4 SP No.1 *Except*
12-14,11-12: 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=0-8-0
Max Horz 2=254(LC 11)
Max Uplift 2=-941(LC 12), 9=-941(LC 12)
Max Grav 2=1540(LC 1). 9=1540(LC 1)
FORCES. (lb),- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4879/3108, 3-4=-4605/2859, 4-5=-4006/2615, 5-6=-4010/2610, 6-7=-4010/2610,
7-8=-4605/2876,8-9=-4879/3124
BOT CHORD 2-14=-2678/4404, 13-14=-1768/3267, 12-13=-2204/4020, 11-12=-1794/3267,
9-11=-2709/4402
WEBS 3-14=-273/407, 4-14=-817/1534,4-13=-526/1012, 5-13=-416/382, 6-12=-356/391,
7-12=-532/1019, 7-11=-826/1492, 8-11=-283/407
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R)
11-0-0 to 15-0-0, Interior(1) 15-0-0 to 28-8.0, Exterior(2R) 28-8-0 to 32-8-0, Interior(1) 32-8-0 to 41-0-0 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
"� to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf 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) Bearing atjoint(s) 2, 9 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 atjoint(s) except Qt=lb)
2=941, 9=941.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
�N��,,'CeR ,P, F ate
Ab
• Na 22839
p .S •• ��
vp
i�(1• O. R Q;.• �.
Date:
February 22,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473rev. 5/19/202o BEFORE USE.
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 MiTek•
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 ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
'
2644791
A07
HIP
1
.1
T22937428
F"ilrlcrc'LirerCn„ rDl r•a.,
ri 1
Job Reference (optional)
1 rvn.i ert rrr—m—, mu. Mun reu zz-Iu:4C:4u zuzi rage i
ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-xZwGWRL1 L2iAGgb_UMj7OV214f6wPxlT1 vecT6zicKL
1 4-0 6-3-0 9-0-0 15-1-1 19-10-0 24-6-15 30-8-0 33-5-0 39-8-0 1-0-
1-4-0 6-3 6-1-1 4-8-15 4-8-15 6-1-1 2-9-0 6-3-0 1-4-0
Scale = 1:72.0
r
6x12 MT20HS =
2x4 II 5x8 =
6.00 12 4 25 26 5 27 6
2x4
3
1.5x8 STP = 24
23
2 16
15 14
m
1 6x8 = 5x8 = 6x12 MT
2x4 11
28 7 29 30
6x12 MT20HS =
m
0
N
32
1.5x8 STP =
0
0
10
O
5x8 3.00 12
5x8
LOADING (psD SPACING- 2-0-0 CS1. DEFL. in ([cc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip. DOL 1.25 TC 0.98 Vert(LL) . 1.25 14 >382 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.55 14 >308 180 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WS 0.79 Horz(CT) 0.79 10 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS - Weight: 189 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied.
4-6,6-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3 , Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=213(LC 11)
Max Uplift 2=-941(LC 12), 10=941(LC 12)
Max Grav 2=1540(LC 1), 10=1540(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten, -All, forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4839/3055, 3-4=-4661/2867, 4-5=-5397/3395, 5-6=-5397/3395, 6-7=-5397/3381,
7-8=-5397/3381, 8-9=-4661/2883, 9-10=-4839/3070
BOT CHORD 2-16=-2624/4361, 15-16=-2178/4009, 14-15=-3170/5688, 13-14=-3170/5688,
12-13=-2203/4009, 10-12=-2655/4361
WEBS 3-16=-150/306, 4-16==647/1213, 4-15=-925/1608, 5-15=-302/347, 6-15=-414/217,
6-13=-414/218, 7-13==302/347, 8.13=-925/1608, 8-12=-654/1197, 9-12=-160/305
NOTES-
1 ) Unbalanced roof live loads have been considered for this design.
P
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf;
��,,` P��ER F�
E N
h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS
�� v� • �,Ci S•••.�'Y !j .
�i
(directional) and C-C Exterior(2E) =1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0
�� +• V F •
•'
to 13-0-0, Interior(1) 13-0-0 to 30-8-0, Exterior(2R) 30-8-0 to 34-8-0, Interior(1) 34-8-0 to 41-0-0 zone;C-C for members and forces & `►� �.
•NO-'. •°
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 • aMti
3) Building Designer / Project engineer responsible for
verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component,
43 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 bottom chord live load i 0— Aa
psf nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
0 0 ", • •
40 T •• P
• will fit between the bottom chord and any other members.
8) Bearing at joint(s) 2, 10 considers to'grain ANSI/TPI
��
,j�S Q• R
parallel value using 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
IS�QN
9) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=1b)
2=941, 10=941.
WaiteP Flnn PE o22839
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
MiTek:USA, InC , N Gert 6634:
sheetrock be applied directly to the bottom chord.
6904'Parke EastBh/d TAMP '33610
Date::
February 22,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
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 chard members only. Additional temporary and permanent bracing
is always required for stability and to
MiTek
prevent collapse with possible personal injury and property damage. 'For general -guidance regarding the
fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI?P/1 Quality Criteria, DSB-89 and SCSI Building Component.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite'203 Waldorf, MD 20601
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
'
2644791
A08
HIP GIRDER
1
T22937429
3
rc
n„ride � c•.�..��.,.,, i
Job Reference o lional
�•� • •• •��� �� r, �I, V laiIL i Ky, 11 - ooaor, 8.43U s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:44 2021 Page 1
ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-pK9nMpOYPHCckHwniBn3BLCpoGWiLnQ3yWcgctzicKH
1-4-0 4-4-4 7-0-0 10-1-4 15-6=9 19-10-0 24-1-7 29-6-12 32-8-0 35-3-12 39-8-0 1-0
1-4-0 4-4 4 2-7-12 3-1-4 5-5-6 4-3-7 4--3 5 5 6 3-1 4 2-7-12 4-4-4 '14-0
6x8 =
6.00 12 4x6 =
4 26 5 27 28
2x4 =
3
1.5x8 STP =
z
1 19 40 41 42 18
7,.1n =
5x6 3.00 12
4x6 = 7xl0 = 4x6 = 4x6 =
629 30 31 32 7 33 34 835 36 37 38 9 39
17-1-5
6x8 =
10
7x10 =
Scale = 1:72.0
N
1.5X8 STP = N
12 13 v l�
I f
0
5x6
LOADING (psi)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2020rrP12014
CSI.
TC 0.61
BC 0.75
WB 0.65
Matrix -MS
DEFL. in (loc) . 1/deft Lid
Vert(LL) 1.10 16-17 >434 240
Vert(CT) -1.35 16-17 >353 180
Horz(CT) 0.56 12 n/a n/a
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 710 Ito FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins.
4-7,7-10: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x6 SP No.2 `Except`
17-19,14-11:2x6 SP M 26
WEBS 2x4 SP No.3
.REACTIONS. (size) 2=0-8-0, 12=0-8-0
Max Horz 2=171(LC 7)
Max Uplift 2=1844(LC 8), 12=1963(LC 8)
Max Grav 2=3189(LC 1), 12=3295(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-11384/6246, 3-4=-11711/6332, 4-5=-11556/6280, 5-6=-16740/9203,
6-7=-18905/10513, 7-8=-18998/10614, 8-9=-16982/9465, 9-10=-11964/6727,
10-11=-1215616821, 11-12=-11801/6706
BOT CHORD 2-19=-5549/10445, 18-19=-7948/14669, 17-18=-10104/18447, 16-17=-10659/19320,
15-16=-10264/18594,14-15=-8307/14998,12-14=-5966/10824
WEBS 3-19=-480/655, 4-19=2622/5080, 5-19=-3724/2318, 5-18=-1179/2487, 6-18=-2058/1410,
6-17=-250f714, 7-17=533/569, 7-16=-406/429, 8-16=-147/641, 8-15=-1928/1269,
9-1 5=-1 045/2368, 9-14=-3618/2198, 10-14=-2659/5115, 11-14=-5531701
NOTES-
,,�� .� ER p
1) 3-ply truss to be connected together with 1 Cd (0.131"x3") nails as follows
Top chords connected follows: 2x4
•
,�� �Q.:�' •E 'V �i
\G' N's�•. �I.0•
as - 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.
is
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
• :'
� No, 22839
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
a) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.':
•(v
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
Q
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
T '•
Q;•'
• to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7)
4P Q R ��
� s••�' G� �
0
All plates are MT20 plates unless otherwise indicated.
8) This truss
N..; N A
has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
Walter'A.O in PE;No.22839
will fit between the bottom chord and any other members.
MiTek; USA. Inc. FL Cert.6634
10) Bearing at joint(s) 2, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
6904 Parke East$Wd Tailipa_--F1:33610
capacity of bearing surface.
Date:
Continued on page 2
February 22,2021
® WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 6119/2020 BEFORE USE.
rev.
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 to
MiTek
and 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 ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
'
2644791
A08
HIP GIRDER
1
T22937429
n =
1.o„rra
Job Reference (optional)
.......... ..�.. ,.", 11, , ,ru,. ,.r, , - .i.i.i ,
NOTES-
d.a,su s t-eD 1 z tun mi I eK Industries, Inc. Mon Feb 22 10:48:44 2021 Page 2
I D:OAgsmhRnU78gy81 pVrgZFsz3?jG-pK9nMpOYPH CckHvmjBn3BLCpoGWiLnQ3yWcgctzicKH
11) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=1844, 12=1963.
12).Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down and 184 lb up at 7-0-0, 116 lb down and 184 Ito up at
9-0-12, 116 lb down and 184 lb up at 11-0-12, 116 lb down and 184 lb up at 13-0-12, 116 lb down and 184 lb up at 15-0-12, 116 lb down and 184 lb up at 17-0-12, 116
lb down and 184 lb up at 19-0-12, 116 lb down and 184 lb up at 20-7-4, 116 lb down and 184 lb up at 22-7-4, 116 lb down and 184 lb up at 24-7-4, 116 lb down and 184
lb up at 26-7-4, 116 lb down and 184 lb up at 28-7-4, and 116 lb down and 184 lb up at 30-7-4, and 339 lb down and 483 lb up at 32-8-0 on top chord, and 449 lb down
.and 168 lb up at 7-0-0, 82 lb down at 9-0-12, 82 lb down at 11-0-12, 82 lb down at 13-0-12, 82 lb down at 15-0-12, 82 lb down at 17-0-12, 82 lb down at 19-0-12, 82 lb
down at 20-7-4, 82 lb down at 22-7-4. 82 lb down at 24-7-4, 82 lb down at 26-7-4. 82 lb down at 28-7-4, and 82 Ib down at 30-7-4, and 449 lb down and 168 lb up at
32-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-10=-54, 10-13=54, 19-20=-20, 14-19=20, 14-23=-20
Concentrated Loads (lb)
Vert: 4=-116(B) 10=-282(B) 17=60(B) 18=-60(B) 16=-60(B) 15=-60(B) 26=-116(B) 27=-116(B) 28=-116(B) 29=116(B) 31=-116(B) 32=-116(B) 33=-116(B)
34=-116(B) 36=-116(B) 37=-116(B) 38=-116(B) 39=116(B) 40=-449(B) 41=-60(B) 42=60(B) 43=-60(B) 44=-60(B) 45=-60(B) 46=-60(B) 47=-60(B) 48=-60(B)
49=-449(B)
WARNING -Verify design parameters and READ NOTESON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 6/19/2020 BEFORE USE.
Design valid for use only with MiTeko wnnectors. 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 iVliTek�
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/TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
' '
T22937430
2644791
A09S
ROOF SPECIAL
1
:1
Job Reference (optional)
cuu0ers rirstaource (Plant city, FL), Plant uny, t-L - 33bs7, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:45 2021 Page 1
I D:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-HXj9a9PAAaKTM RUyHvl ljYlyfgow4EOCAALN9JzicKG
8-0-0 i 16-0-0 19-0-0 18-r1-0 26-8-0 31-0-0
i 33-5-0 39-8-0 p1-0-9
8-0-0 8-0-0 3-0-0 0-6-0 7-2-0 4-4-0 2-5-0 6-3-0 1-4-0
5x6 =
6.00 12
Scale = 1:72.6
3x6 =
5x8 = 6x12 MT20HS = 3x6 C
3.00 12
31-0-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc) I/deft Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.73
Vert(LL)
-0.27 15-16 >845 240
MT20
2441190
TCDL 7.0
Lumber DOL
1.25
BC 1.00
Vert(CT)
-0.42 15-16 >555 180
MT20HS
187/143
BCLL 0.0
Rep Stress Incr
YES
WB 0.67
Horz(CT)
0.02 15 n/a n/a
BCDL 10.0
Code FBC2020/rP12014
Matrix -AS
Weight: 202 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
*Except*
BOT CHORD
Rigid ceiling directly applied. Except:
5-15: 2x4 SP
No.3
1-8-0 cc bracing: 13-15
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 3-16, 3-15
REACTIONS. (size) 1=Mechanical, 9=0-8-0, 15=0-3-8
Max Horz 1=-350(LC 10)
Max Uplift 1=-457(LC 12), 9=-592(LC 12), 15=-716(LC 12)
Max Grav 1=837(LC 17), 9=1005(LC 18), 15=1740(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1191/827, 2-3=-1053/850, 3-4=-209/496, 4-5=-159/409, 5-6=-978/784,
6-7=-11021779, 7-8=-2216/1299, 8-9=-2530/1468
BOT CHORD 1-16=-565/1275, 15-16=-50/350, 13-15=-1055/746, 5-13=-921/779, 11-12=-874/1836,
9-11=-1201/2278
WEBS 2-16=-544/578, 3-16=-520/1131,3-15=-835/221, 5-12=-493/1046, 7-12=-1111/666,
7-11 =-334/8 82, 8-11=-320/313
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 16-0-0, Extedor(2E) 16-0-0
to 19-0-0, Interior(1) 19-0-0 to 26-8-0; Extedor(2R) 26-8-0 to 30-10-4, Interior(1) 30-10-4 to 41-0-0 zone;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
S) 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.Opsf 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) Refer to girder(s) for truss to truss connections.
S) Bearing at joint(s) 9 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb)
1=457, 9=592, 15=.716.
11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
SO E N
No- 22839
February 22,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
Design valid far 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 MiTek•
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 ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
r
2644791
A10S
Roof Special
1
1
T22937431
maid— M_#Q, a 1o1-1;
Cr
Job Reference (optional)
__ - - ---- - -�• •-••• -••�• • - ---•-• • o.wu s reu rc cu4 i rvo r ex mousRres, Inc. mon FeD ZZ IU:4t5:46 ZUZ1 Pagel
I D:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-IjHYnVQowuTJ_b38gcgXGmI SQ4AnplAMPg5xhmzicKF
8.3-4 16-0-0 19-8-0 1-0-0 28-8-0 31-0-0 35-1-5 39-&0 1-0-0
8.3-0 7-8-12 3-8-0 1-4-0 7-8.0 2-4.0 4-1-5 4.6.11 1-4-0
5x6 =
6.00 12
Scale=1:72.6
7xl0 = 4x10 MT20HS II
3x6 =
3x6
3x4 =
3.00112
21-0-0
.10-1-4 19E-0 19 -0
28A-0 31-0-0 39-8-0
10-1-0 9-4-12 0- -0
7-e-0 z-.a-o &e-o
1-4-0
Plate Offsets (X,Y)-- [2:0-4-0,0-3-0] [6:0-5-8 0-2-41 [9:0-1-10 0-0-7] H4:0-2-12 0-2-121 [16.0-3-8 Edge] [17:0-3-12 Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/deft Ltd
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.67
Vert(LL) .
0.23 17-20 >999 - 240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.84
Vert(CT)
-0.40 17-20 >585 180
MT20HS
1871143
BCLL 0.0
Rep Stress Incr YES
WB 0.44
Horz(CT)
0.05 9 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 221 lb
FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD
Rigid ceiling directly applied. Except:
4-16: 2x4 SP No.3
3-10-0 oc bracing: 14-16
WEBS 2x4 SP No.3 WEBS
1 Row at midpt 3-17, 14-17, 3-14, 6-13
REACTIONS. (size) 1=Mechanical, 16=0-4-0, 9=0-8-0
Max Horz 1=-350(LC 10)
Max Uplift 1=310(LC 12), 16=-1002(LC 12), 9=-453(LC 12)
Max Grav 1=610(LC 21), 16=1841(LC 1), 9=674(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-838/468, 2-3=-696/528, 3-4=-379/983, 4-5=-438/901, 5-6=-269/528, 6-7=-657/466,
7-8=-1148/646, 8-9=-1609/1037
BOT CHORD 1-17=-222/805, 14-16=-1756/1235, 13-14=-599/705, 12-13=-46/601, 11-12=-327/952,
9-11=-836/1440
WEBS 2-17=-533/580, 3-17=626/894, 14-17=-386/367, 3-14=-1393/969, 5-14=-689/491,
5-13=-239/670, 6-13=1204/819,6-12=-254/528, 7-12=-590/422, 7-11=-144/451,
8-11=-470/465
NOTES-
1) Unbalanced roof live loads have been considered for this design. �� P
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. , `PSI F ��
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 16-0-0, Extedor(2R) 16-0-0 �� v • IV
•E •,r
G. •• ti
to 20-0-0, Interior(1) 20-0-0 to 28-8-0, Extedor(2R) 28-8-0 to 32-8-0, Interior(1) 32-8-0 to 41-0-0 zone;C-C for members and forces & �� .� �. SF '•� �i
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ••, 0.
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific N' . r22839 :.
to the use of this truss component. It
4, Provide adequate drainage to prevent water ponding.
r_.
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. �� • A'; F �• W
7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a b 3-6-0 tall rectangle 2-0-0 wide
will fit between the bottom chord and any other members. g y ��,� •. Q. :_���
13) Refer to girder(s) for truss to truss connections. j��V •..,,�
9) Bearing at joint(s) 9 considers parallel to grain value using ANSIlrPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (]t=lb)
1=310, 16=1002, 9=453. WalterP=Rnn PE`No22 01
11) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1/2" gypsum MITek;USti, In. FL Cett8 9
sheetrock be applied directly to the bottom chord. 6 ". Parki.East9' d; Tar"' IFL33610
Date:
February 22,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component,, not
wOF
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 MiTek•
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 ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT11/1 WATERSTONE
• '
T22937432
2644791
A11S
ROOF SPECIAL
1
1
Job Reference o tional
—y, 8.43u s t-eo 1z zuzl mi I eK Industries, Inc. Mon Feb 22 10:48:48 2021 Pagel
t s-4-d ID:ZMxMAZ?I gfwXgbQKMXcO3Uz2JYl-i6Pl CAR2SVj1 DvDXyl s?LBNT6tgoHeBfs8al IezicKD
8-0-0 15-8-0 . 76 19-6-0 23-0-0 30-8-0 33-5-0 39-8-0 1-0-0
.1.2 7-8-0 0-4- 3-2-0 3-6-0 7-8.0 2-9-0 6.3.0 1-4-0
0-4.0
Scale = 1:74.0
6xl2 MT20HS =
6.00 12
3x6 = 5x8 = 6x8 = 3x6
3.00112
LOADING (pso
SPACING-
2-0-0
CSI.
DEFL.
in (loc) I/deft L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.72
Vert(LL)
-0.28 14-15 >834 240
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.99
Vert(CT)
-0.43 14-15 >542 180
MT20HS
187/143
BCLL 0.0
Rep Stress Incr
YES
WB 0.47
Horz(CT)
0.02 14 n/a n/a
BCDL 10.0
Code FBC2020rrP12014
Matrix -AS
Weight: 196 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except:
4-14: 2x4 SP No.3
2-2-0 oc bracing: 12-14
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 3-15, 3-14
REACTIONS. (size) 1=Mechanical, 8=0-8-0, 14=0-3-8
Max Horz 1=347(LC 10).
Max Uplift 1=445(LC 12), 8=-582(LC 12), 14=-738(LC 12)
Max Grav 1=832(LC 17), 8=978(LC 18), 14=1727(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1179/821, 2-3=-1039/842, 3-4=-162/434, 4-5=-88/302, 5-6=-1327/934,
6-7=-2121/1273, 7-8=2428/1506
BOT CHORD 1-1 5=-538/1262,14-15=-54/338, 12-14=-1051/736, 4-12=-242/271, 11-12=-540/923,
10-1 1=-798/1698, 8-1 0=-1236/2186
WEBS 2-15=-534/568, 3-15=-516/1128, 3-14=-893/308, 5-12=-1216/892, 5-11=-52/517,
6-11=-489/305, 6-10=357/883, 7-10=-300/371
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=401t; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 16-0-0, Exterior(21R) 16-0-0
to 20-0-0, Interior(1) 20-0-0 to 30-8-0, Exterior(2R) 30-8-0 to 34-8-0, Interior(1) 34-8-0 to 41-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
§) 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.Opsf 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.Opsf.
8) Refer to girder(s) for truss to truss connections.
'9) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
1=445, 8=582, 14=738.
11) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
c�P� 1eR.' tP������,i
,� Pam• _..
'.: .
No 22839
> Fi
NAV
flllll
February 22,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I1912020 BEFORE USE. fat
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 MiTek•
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 ANSVTPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
LOT 11/1 WATERSTONE
r •
2644791
Al2S
ROOF SPECIAL GIRDER
1
1
T22937433
M.HA c
Job Reference (optional)
- - --- -- ---- --„ - -,• .._. - --..,, . - --_-• , o.— a rcu is cuc r wn r eK maustries, Inc. Mon heD zz iu:4ts:49 zuz1 Page 1
I D:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-AlygP WSgDprur3nj WINEuOvdxHCB00bo5oJb 15zicKC
4-10-15 10-0.4 13-8-0 18-4-0 9.6- 25-0-0 27-4-0 29-9-0 32-8-0 34-7-14 39-8-0 1-0-
4-10-15 5-1-4 3-7-12 4-B-0 -2-0 5-6.0 2-4-0 2-5-0 2-11-0 1-11-14 5-0-2 1-4-0
w
Scale = 1:71.5
5x6 =
3x6 = 5x8
4 32 5 5
6.00 12 3x4 i
3
2x4 \\
2
0
1 6x8 =
0
25 24 23 35 22 21
3x4 = 13gsy§a= 5x6 11
x —
7x10 = 2x4 11 4x6 = 5x8 =
7 8 9
3x4 Q
34 11
1 1.5x8 STP =
19
2x4 11 0 17 36 16 37 15 d
14 12 v N
7x10 = 6x8 = 5x6 = .2x4 11 131 6
3x8 =
4x6
3.00 12
[1:0-0-4,Edge], [4:0-3-0,0-2-0], [5:0-3-0,0-2-0], [7:0-6-0,0-3-8], [10:0-1-12,0-2-12], [12:0-3-2,0-0-8], [15:0-4-0,0-3-0], [17:0-3-4,0-1-8], [18:0-2-12,0-3-8],
LOADING (psf)
SPACING-
2-0-0
CS].
DEFL.
in (loc)
I/defl
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.78
Vert(LL)
0.31 15-16
>777
240
TCDL 7.0
Lumber DOL
1.25
BC 0.86
Vert(CT)
-0.36 15-16
>671
180
BCLL 0.0
Rep Stress Incr
NO
WB 0.78
Horz(CT)
0.04 12
n/a
n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -MS
LUMBER-
BRACING -
TOP CHORD
2x4 SP No.2 *Except*
TOP CHORD
7-10: 2x6 SP No.2
BOT CHORD
BOT CHORD
2x4 SP No.2 *Except*
6-22: 2x6 SP M 26, 18-20,8-17` 2x6 SP No.2,12-15: 2x4 SP M 31
WEBS
WEBS
2x4 SP No.3
WEDGE
Right: 2x4 SP No.3
REACTIONS.
(size) 1=Mechanical, 22=0-3-8, 12=0-8-0
Max Horz 1=303(LC 6)
Max Uplift 1=-317(LC 8). 22=-1238(LC 8), 12=-861(LC 8)
Max Grav 1=783(LC 13), 22=2448(LC 2), 12=1254(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1302/544, 2-3=-1196/532, 3-4=-415/261, 4-5=-343/271, 5-6=-374/306,
6-7=-412/1210, 7-8=-2951/2010, 8-9=-2766/1891, 9-10=-3163/2061, 10-11=-3666/2284,
11-12=-3686/2214
BOT CHORD 1-25=-345/1359, 23-25=-110/812, 22-23=-729/515, 20-22=-2372/1299, 6-20=-1638/872,
19-20=-913/1429,18-19=-891/1425,16-17=-670/1160,15-16=-1834/3368,
14-15=-1881/3340,12-14=-185613304
WEBS 2-25=-312/324, 3-25=-238/650, 3-23=576/413, 4-23=-251/121, 6-23=-460/1057,
7-20=-2472/1631, 9-18=-540/368, 10-15=-640/1368, 11-15=-455/204, 9-16=-155/283,
10-16=-338/293,16-18=-1155/2051,7-18=-968/1769
PLATES GRIP
MT20 244/190
Weight: 235 lb FT = 20%
Structural wood sheathing directly applied or 2-5-11 oc pudins.
Rigid ceiling directly applied or 4-4-8 oc bracing. Except:
5-4-0 oc bracing: 20-22
1 Row at midpt 7-20
NOTES-
1) Unbalanced roof live loads have been considered for this design.
�) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf 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) Refer to girder(s) for truss to truss connections.
8) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
1=317, 22=1238, 12=861.
Continued on page 2
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE.
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 ANS11TPN quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
O CIE Fi �e
�♦♦ �'• � C :ENS ..,•iji i��,
No -22&3
..�
iStA F
�,. �.n • .Q' R, V �'►rr. ,�
WalterP Finn,BE;No.22899
MITek (JSA, Inc: FL Ceif.6634.
'6904 Parke East BNd. Tartlpa_FL 33610
Date:
February 22,2021
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Jab
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
r '
T22937433
2644791
Al2S
ROOF SPECIAL GIRDER
1
1
Job Reference (optional)
"•'••""•" • ^"•"""•"" �• •'•• Y. 1, Y. 6.9dU s reD 1Z ZUZI NIIJ eK Inaustrles, Inc. Mon reD ZZ 1U:45:49 ZU21 Page 2
NOTES-
ID:ZMxMAZ719fwXgbQKMXcO3Uz2JYl-AlygP WSgDprurinj WINEuOvdxHCB00bo5oJbl5zicKC
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 156 lb down and 184 lb up at 28-7-4, and 156 lb down and 184 lb up
At 30-7-4, and 379 lb down and 454 lb up at 32-8-0 on top chord, and 82 lb down at 28-7-4, and 82 lb down at 30-7-4, and 449 lb down and 168 lb up at 32-6-8 on
bottom chord. The design/selection of such connection device(s) is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAp CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-5=-54, 5-7=-54, 7-10=-54, 10-13=-54,22-26=-20, 21-22=-20,18-20=-20,15-17=-20, 15-29=-20
Concentrated Loads (lb)
Vert: 10=-282(F)15=-449(F)33=-116(F)34=116(F)36=,60(F)37=-60(F)
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is far 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 MiTek•
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 oftrusses and truss systems, see . ANSNTP11 Quality Criteria, DSB-89 and,BCS1 Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
2644791
B02S
Hip
1
1
T22937434
Job Reference (optional)
'ay, rL - aaaor, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:50 2021 Page 1
ID:ZMxMAZ719fwXgbQKMXcO3Uz2JYl-eU W2dsTJ_7zlTCMv3SuTQCSrNhbdlZ4xKS38gXzicKB
6-3-9 11-8-0 19-6-8 0-4 28-0-0
6-3-9 5-4-7 7-10-8 9-8 7-8-0
Scale = 1:48.6
5x8 =
3x6 = 5x6 =
3 21 22 23 24
3x4 =
2x4 11 3x4 = 3x8 = 3x6 11
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate -Grip DOL
1.25
TC 0.60
Vert(LL)
0.09 13-16 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.65
Vert(CT) -0.11 10-11 >999 180
BCLL 0.0
Rep Stress Incr
YES
WB 0.45
Harz(CT)
0.02 10 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 156lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT'CHORD 2x4 SP No.2'ExcepV
BOT CHORD
Rigid ceiling directly applied. Except:
4-10: 2x6 SP No.2
6-0-0 cc bracing: 8-10
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 3-8
REACTIONS. (size) 1=Mechanical, 10=0-2-8
Max Horz 1=200(LC 11)
Max Uplift 1=307(LC 12). 10=-856(LC 12)
Max Grav 1=637(LC 21), 10=1523(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1021/525, 2-3=-551/315, 3-4=-279/680, 4-5=-361/747, 5-6=-332/572
BOT CHORD 1-13=-493/931, 11-13=-493/931, 8-1 0=-1 437/1070, 4-8=-331/297, 7-8=-566/456,
6-7=-472/429
WEBS 2-11=-587/461, 3-11 =-1 0 1/404, 8-11=-231/424, 3-8=-1048/721, 5-8=-821/615,
5-7=-70/265
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=16omph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 11-8-0, Exterior(2R) 11-8-0
to 17-3-14, Interior(1) 17-3-14 to 20-4-0, Exterior(21R) 20-4-0 to 25-11-14, Interior(1) 25-11-14 to 28-0-0 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads.
$) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb)
1=307, 10=856.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
,���11111f/II��
O���P��ER P Fi ��.
No :22880
.01 p' $ OF �!!
Mint
MiterA." Flnq PE;No22839
MITekUSA, Ix FL Cert,6634
:6904 Parke East Blvd. Tampa FL 93610
Date:,
February 22,2021
ALWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
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 MiTek•
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 ANS11TP/1 Quality Criteria, DSB-89 end BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
r
T22937435
2644791
803S
Roof Special
1
1
Job Reference o tional
ounuers.Firstaource (Plant city, FL), Plant City, FL - 3356/, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:52 2021 Page 1
ID:ZMxMAZ?19fwXgbQKMXcO3Uz2JYl-atep2YUZWkDTiW WI BtwxV1 XFTU KgDQTEnmYFuPzicK9
5-3-4 10-0-0 1Q-4-0 14-11-4 19-6-8 22-4-0 28-0-0
5-3-4 4-8-12 0-4-0 4-7-4 4-7-4 2-9-8 5-8-0
Scale = 1:48.9
5x8
3x4 =
3 4 9r 5 �a
3x6 = 4x6 =
cn
3x4 =
2x4 II 3x4 = 3x4 = 3x8 = 3x6 II
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in (loc) I/dell Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.37
Vert(LL)
0.06 16-19 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.42
Vert(CT) -0.06 16-19 >999 180
BCLL 0.0
Rep Stress Incr
YES
WB 0.58
Horz(CT)
0.02 12 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 155 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except:
6-12: 2x6 SP No.2
6-0-0 oc bracing: 10-12
WEBS 2x4 SP No.3
REACTIONS. (size) 1=Mechanical, 12=0-2-8
MaxHorz 1=165(LC11)
Max Uplift 1=-307(LC 12), 12=-856(LC 12)
Max Grav 1=603(LC 17). 12=1523(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-975/595, 2-3=-561/392, 3-4=-401/402, 5-6=-633/1031, 6-7=-163/375,
7-8=-275/477
BOT CHORD 1-16=-597/951, 14-16=-597/951, 13-14=-222/500, 10-12=-1477/1126, 6-10=816/711,
9-1 0=-1 126/913, 8-9=-395/351
WEBS 5-10=-1241/919, 6-9=740/970, 7-9=-457/454, 4-14=-148/342,4-13=-485/396,
5-13=-241/423, 2-14=-491/427
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 10-0-0, Extedor(2E) 10-0-0
to 10-4-0, Interior(1) 10-4-0 to 22-4-0, Extedor(2R) 22-4-0 to 26-4-0, Interior(1) 26-4-0 to 28-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
$) 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12.
'J) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb)
1=307, 12=856.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
•+•
NO 228.39
0 Aft.
00
♦♦♦,
WalterP'Flfin PENo22839.
N)1Tek,USA, Inc, FL Ceit 6634
'6904' Parke'East Blvd(Taifioa FL33610
Date .
February 22,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE.
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 MiTek*
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 ANSUTP11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
�
T22937436
2644791
C1
Jack -Open
4
1
Job Reference (optional)
ce (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:532021 Page 1
I D:16Wz51_ms7aK38?AGu6Ks4zcPzM-23CBFuVBH 1 LKKg5UlaSA2E4Q3ummy?n OOQ HoRszicK8
-1-4-0 0-11-4
1-4-0 0-11-4
Scale = 1:7.6
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.26
Vert(LL)
0.00 _.5 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.05
Vert(CT)
0.00 5 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT)
0.00 4 n/a n1a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -MP
Weight: 5 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 0-11-4 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid'ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechhanical
Max Horz 2=91(LC 12)
Max Uplift 3=3(LC 1), 2=-227(LC 12), 4=-15(LC 1)
Max Grav 3=23(LC 12); 2=158(LC 1), 4=51(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250. (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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.Opsf 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 atjoint(s) 3, 4 except Qt=lb)
2=227.
�` yJp' •
\C•N
.E
�`� ..••�,SF•'
i.
No, ;22839
k
S .•
i�. S •.....•e
N A'
WalterP, Rtin PE No22839
,Mffek USA, iiie. FL Cert.6634
6904 Parke 601vd. TairOTL 33610
Date:
February 22,2021
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MRFJ(REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is foran 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 MiTek•
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/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
r
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
2644791
C1P
JACK -OPEN
6
1
T22937437
Ruilriprc FtrstRnu o IPlanf Cie„
PI N
Job Reference o tional
8.430 s Feb iz zuzl ml I ek Inaustrles, Inc. Mon Feb 22 10:48:53 2021 Page 1
ID:Iwdfjg6kDdOtaytd8MG5DmygxQZ-23CBFuVBH1 LKKg5UIaSA2E4Q3ummy?nOOQHoRszicK8
-1-4-0 0-11-4
1-4-0 0-11-4
Scale = 1:7.6
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC . 0.26
Vert(LL)
0.00 5 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.05
Vert(CT)
0.00 5 >999 180
BCLL 0.0 *
Rep Stress lncr
YES
WB 0.00
Horz(CT)
0.00 4 n/a n/a
BCDL 10.0
Code FBC2020/rP12014
Matrix -MP
Weight: 5 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 0-11-4 oc pudins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical
Max Horz 2=91(LC 12)
Max Uplift 3=6(1_C 9), 2=-246(LC 12), 4=-23(LC 17)
Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=o.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and
forces & MWFRS for reactions shown;, Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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.Opsf 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 atjoint(s) 3, 4 except (jt=lb)
2=246.
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
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 oftrusses and truss systems, see ANS1frPll Quality Criteria, DSB-89 and SCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
MF
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
February 22,2021
Job
Truss
Truss Type
Qty
Ply
LOT 1111 WATERSTONE
2644791
C1V
JACK -OPEN
6
1
T22937438
o„n.re, r, .c ,.. err.
Job Reference (optional)
r J. _ilL. 11y, FU- OODUt, t3.4ju s Feb 12 2U21 MiTek Industries, Inc. Man Feb 22 10:48:542021 Page 1
ID:ZMxMAZ719fwXgbQKMXcO3Uz2JYl-WGmZSEWp2LTBxgghllzP65dbpl6OhS1XF41 MzlzicK7
-1-4-0 0-11-4
1-4-0 0-11-4
Scale = 1:7.6
Plate Offsets (X,Y)-- f2:0-0-15 Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/deft Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.26
Vert(LL)
0.00 7 >999 240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.05
Vert(CT)
0.00 7 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT)
0.00 2 n/a n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix -MP
Weight: 5 lb FT = 20%
LUMBER.
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 0-11-4 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Harz 2=91(LC 12)
Max Uplift 3=4(LC 9). 2=-21 O(LC 12), 4=-14(LC 1)
Max Grav 3=17(LC 12), 2=158(LC 1), 4=41(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces R M WFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown Covers rain loading requirements specific
to the use of this truss component.
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.Opsf 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) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should, verify ,,,P�,�ER p F�
capacity of bearing surface. .,`
7) 2 Provide Omechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except at=lb) ,�� • •�('j;E i1i '��%/ �j .
NO 22839
Date.
February 22,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev, 5/19/2020 BEFORE USE.
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 verity 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 Welk'
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/IPI1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
2644791
C3
Jack -Open
q
1
T22937439
Rnrl.loro Circ1G....... ro L n.
Job Reference (optional)
ll..2•
8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:54 2021 Page 1
ID:16Wz51 ms7aK38?AGu6Ks4zcPzM-WGmZSEWp2LTBxgghllzPaSdbpl5mhS1XF41MzlzicK7
1 4-0 2-11-4
1-4-0 2-11-4
Scale = 1:12.7
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
1/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.26
Vert(LL)
-0.01
4-7
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.13
Vert(CT)
-0.01
4-7
>999
180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC20201TPI2014
Matrix -MP
Weight: 12 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=152(LC 12)
Max Uplift 3=62(1_C 12), 2=-183(LC 12)
Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250. (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat..
11; Exp C; Encl., GCpi=0.18; MWFRS:(directional) and C-C Extericr(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
totheuse of this truss component.
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.Opsf 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 atjoint(s) 3 except Gt=lb)
2=183.
.ISR
No';22839
i Q ..:•�C/ ��.
T
A`�.1,���.
February 22,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITFJC REFERENCE PAGE Mil-7473 rev. 6/1912020 BEFORE USE. ��•
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 MiTek•
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 ANSIITPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
2644791
C3P
LOT
T22937440
RrstSouroe,
14-0 2-11.4
1-4-0 2-114
Mon
Scale = 1:12.6
2-114
2-114
Plate Offsets (X,Y)-- [2:0-0-4 Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL, in
(loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.27
Vert(LL) 0.02
4-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.23
Vert(CT) 0.02
4-7 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC20201fP12014
Matrix -MP
Weight: 12 lb FT = 20%
LUMBER-
BRACING-
TOP CHORD 2x4 SP No.2
TOP CHORD
Sheathed or 2-11-4 cc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
REACTIONS. (lb/size) 3=59/Mechanical, 2=19510-4-0, 4=30/Mechanical
Max Horz 2=152(LC 12)
Max Uplift 3=-73(LC 12), 2=245(1_C 12), 4=-45(LC 9)
Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to
the use of this truss component.
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.Opsf 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 73 lb uplift atjoint 3, 245 lb uplift at joint 2
and 45 lb uplift at joint 4.
LOAD CASE(S) Standard
-(ER P
E IV
N'o ;22839
.00
NA�
Waite. blin PE'IJ0.22839
M17ek USA Inc. tl Cett.6634.
'6904 Parke.F.as4BNd.Tampa:FL.33610
Date:.
February 22,2021
® WARNING —Verify tle'sign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
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 MiTek�
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 A
fabrication, storage, delivery,erection and bracing of trusses and truss systems, see ANSbTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
P
T22937441
2644791
C3V
JACK -OPEN
6
1
B'
Job Reference o tional
udders rs-ource (Plant Cdy, FL), Plant City, FL - 33567,
LOADING (pal
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
10.0
Code FBC2020/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=152(LC 12)
Max Uplift 3=-67(LC 12), 2=-174(LC 12)
Max Grav 3=72(LC 17), 2=195(LC 1), 4=49(LC 3)
8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:56 2021 Page 1
ID:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-TetKtvY3ayjvB8g3Qj?tgtixJ6nCOMXgiO WS28zicK5
2-11-4
2-11-4
Scale=1:12.7
CSI.
DEFL. in
([cc) I/defl Ltd
PLATES GRIP
TC 0.26
Vert(LL) 0.01
4-7 >999 240
MT20 244/190
BC 0.13
Vert(CT) -0.01
4-7 >999 180
WB 0.00
Horz(CT) 0.00
3 n/a n/a
Matrix -MP
Weight: 12 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-4 cc pudins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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.Opsf 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 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) 3 except Qt=lb)
2=174.
��,,,',' R '' P ,,�1
�t
No -2283�9
do :. k:50F
�/'.AI .,
�04
< Q P.
AlL
WalterP F1on PE'No22899
MITek;USA, Inc. FL;Qeif.6634;
6904 Parke East Bivd. Tampa FL 33610
Date:
February 22,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITFJC REFERENCE PAGE MII-7473 rev. 5I19I2020 BEFORE USE.
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 MiTek•
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
•
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
2644791
C5
Jack -Open
4
1
T22937442
Ruilderc FirsLSnurco !Plant nit
FL) PI t C't F
Job Reference o tienal
y,
an t Y. L - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:56 2021 Page 1
ID:16Wz51 ms7aK38?AGu6Ks4zcPzM-TetKtvY3ayjvBBg3Qj?lgtitb6h_9MXgiOWS2BzicK5
4-11-4
W1 4-11 4
3x4 =
4-1.1-4
4-11-4
Scale = 1:17.6
Plate Offsets (X,Y)-- [2:0-1-4 0-0-21
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft Ud
PLATES GRIP
TCLL 20.0
TCDL 7.0
Plate Grip DOL 1.25
Lumber DOL 1.25
TC 0.56
BC 0.46
Vert(LL) 0.07 4-7 >897 240
Vert(CT) -0.06 4-7 >913 180
MT20 244/190
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00 3 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 18 lb FT = 20%
LUMBER. BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=214(LC 12)
Max Uplift 3=128(LC 12), 2=-196(LC 12)
Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
Il; Exp C; Encl., GCpi=0.18; MWFRS.(directional) and C-C Exterier(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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.Opsf 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) 3=128e mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Gt=lb)F�A�Ii,�
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
��j..
sheetrock be applied directly to the bottom chord.
`�
Z. *� •*�
' 0.F
'• P•�N.
• O
�
Wafter.R lnn PE No.22899
MITek,USA, InC:'FL Cert''6634-
6904 Paliie:tashBivd. Tampa:FL 33610
Date:.
February 22,2021
® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based onlyupon 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
MiTek
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
6904 Parke East Blvd.
Tampa, FL 36610
Qty
C5V l JACK -OPEN
WATERSTONE
T22937443
FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:57 2021 Page 1
I D:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-xrRi5FYiLGrmoHPG_Q W6C4F1 gVOYupnzx2FOadzicK4
-1-4-0 4-11-4
1-4-0 4-11-4
Scale = 1:17.6
3X4 i
Plate Offsets (X,Y)-- r2:0-1-3 0-0-81
LOADING (psi)
SPACING- 2=0-0
CSI.
DEFL. in
(loc) I/deft Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.60
Vert(LL) 0.07
4-7 >818 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.50
Vert(CT) -0.07
4-7 >882 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.01
3 n/a n/a
BCDL 10.0
Code FBC2020frP12014
Matrix -AS
Weight: 18 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Harz 2=214(LC 12)
Max Uplift 3=133(LC 12), 2=-188(LC 12)
Max Grav 3=134(LC 17), 2=262(LC 1), 4=86(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat..
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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.Opsf 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) Bearing at joint(s) 2 considers parallel to grain value using ANSlfrPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
ERp
`
7 Provide mechanical connection b others of truss to bearing late capable of withstanding 100 lb uplift at'oint s except Ib
(Y ) 9 P P 9 P J O P (!<_ )
��
��, v w� .......... Y
.��/'I�,
3=133, 2=188.
8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
�.
�: No
sheetrock be applied directly to the bottom chord.
..22839
WalterP'FlnnPE No.22839
MITek;USti liic. FLCed.6634
6904 Pattie East B- f Tampa FL 33610
Date:
February 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE.
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 chordmembersonly. Additional temporary and permanent bracing MiTek•
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 ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
2644791
D01
Common Supported Gable
1
1
T22937444
F"ilriere'FircfG a MI.- ra.,
r:i %
Job Reference o tional
--------- - - - •� • -• ••-••• �••,• •- - 6.9du s reo iz zuzi MI I eK maustrieS, Inc. Mon Feb 22 10:48:58 2021 Page 1
ID:OAgsmhRnU78gy81 pVrg2Fsz37G-P 1?4lbZK6azdQRzSX81 Lll nl DvTtdF07Aj?Z63zicK3
-1-4-0 10-0-0 20-0-0 21-4-0
1-4-0 10-0-0 10-0-0 1-4-0
Scale = 1:37.5
4x6 =
j
,5I$
�22�21�
Sx8
= 24 23
20
19
18
17 16 5x8 =
5x6 =
- 20-0-0
20-0-0
Plate Offsets (X,Y)--
[2:0-4-0,0-3-11 [3:0-5-2 0-1-0] [13;0-5-2 D-1-01
[14:0-4-0 0-3-1] [21:0.3-0 0-3-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deft
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.23
Vert(LL)
-0.00 15
n/r -
120
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.05
Vert(CT)
-0.01
15
n/r
120
BCLL 0.0
Rep Stress Incr YES
WB 0.06
Horz(CT)
0.00 14
n/a
n/a
BCDL 10.0
Code FBC2020rTP12014
Matrix-S
Weight: 106 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins.
BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 20-0-0.
(lb) - Max Horz 2=-220(LC 10)
Max Uplift All uplift 100 lb or less at joints) 24, 16 except 2=-182(LC 12), 14=-182(LC 12), 21=-116(LC 12),
22=-115(LC 12), 23=-121(LC 12), 19=-116(LC 12), 18=-1.15(LC 12), 17=-121(LC 12)
Max Grav All reactions 250 lb or less atjoint(s) 2, 14, 20, 21, 22, 23, 24, 19, 18, 17, 16
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 7-8=-107/337, 8-9=-107/337
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE,7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft;.eave=2ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 10-0-0, Corner(3R)
10-0-0 to 14-0-0, Exterior(2N) 14-0-0 to 21-4-0 zone;C-C for members and forces & MWFRS for reactions shown; 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 Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 cc.
8) 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10) 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 other
suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion
protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this
design. Building designer to verify suitability of this product for its intended use.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 24, 16 except
Qt=lb) 2=182, 14=182, 21=116, 22=115, 23=121, 19=116, 18=115, 17=121.
12) Beveled plate or shim required to provide full bearing surface with truss chord "at joint(s) 2, 14.
.% yip;.• E .ti'
No, 2.2839 •• ii
Z
February 22,2021
®WARNING -Verify design parameters and READ NOTES ON THIS ANDINCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19l2020 BEFORE USE. ��•
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 i1lliTek•
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 oftrusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
2644791
D02S
Common
2
1
T22937445
p-01-+— FirstSource PI t C't
FL
Job Reference (optional)
3
( an I y, ), Plant Clty, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:49:00 2021 Page 1
5-3-4 10-0-0
I D:OAgsmhRnU78gy81 pVrgZFsz3?jG-LP7gj HbadBDKfl7gfY4pgjtbgj2a56cQdOUgByzicK 1
14-8-12 20-0-0 21-4-0
5-3-4 4-8-12 4-8-12 5-3 4 1-4-0
Scale = 1:35.2
46 =
3x4= ,-
3x4 =
Io
6-3-12
7-4-8
6-3-12
Plate Offsets (X,Y)-- rl:0-1-4 0-0-21
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. -
in (loc) Well Ltd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.42
Vert(LL)
0.08 9-12 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.48
Vert(CT)
-0.15 7-9 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.31
Horz(CT)
0.03 5 n/a n/a
BCDL 10.0
Code FBC2020(rP12014
Matrix -AS
Weight: 91lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=Mechanical, 5=0-8-0
Max Horz 1=227(LC 10)
Max Uplift 1=-412(LC 12), 5=-535(LC 12)
Max Grav 1=738(LC 1), 5=814(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1289/1055, 2-3=-1206/1101, 3-4=-1195/1082, 4-5=-1279/1034
BOT CHORD 1-9=-771/1174, 7-9=-381/733, 5-7=777/1112
WEBS 3-7=-393/540, 4-7=-308/428, 3-9=-414/553, 2-9=-315/436
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 10-0-0, Exterior(213) 10-0-0
to 14-0-0, Interior(1) 14-0-0 to 21-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
• 1=412, 5=535.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
%%
%
No 228'39
•
♦�'n�- (•� • R p P �Z�.
11
February 22,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
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 to
MiTek
stability and prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-99 and BCSI Building Component
Sarefylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
6904 Parke East Blvd.
Tampa, FL 36610
2644791
Truss
D03S
Type
Ply
T22937446
miource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:49:00 2021 Page 1
I D:OAgsmhRnU78gy81 pVrgZFsz3?jG-LP7gi HbadBDKfl7gfY4pgjtbdj2T56XQdOUgByzicKl
5-3-4 10-0-0 14-8-12 19-8-0
5-3-4 4-8-12 4-8-12
4-11-4
4x6 =
Scale = 1:34.4
3x4
3x4 = 3x4 = 3x4 =
=
3x4 =
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/dell Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.43
Vert(LL) -0.07 6-8 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.49
Vert(CT) -0.16 6-8 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.32
Hcrz(CT) 0.03 5 n/a n/a
BCDL 10.0
Code FBC2020rrP12014
Matrix -AS
Weight: 88 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=Mechanical, 5=0-3-8
Max Horz 1=202(LC 11)
Max Uplift 1=41 O(LC 12), 5=-410(LC 12)
Max Grav 1=728(LC 1), 5=728(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1269/1053, 2-3=1185/1099, 3-4=-1130/1056, 4-5=-1227/1 oil
BOT CHORD 1-8=-861/1139, 6-8=-444/713, 5-6=-796/1044
WEBS 3-6=-356/484, 4-6=-279/411,3-8=-420/557, 2-8=-313/440
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 10-0-0, Extedor(2R) 10-0-0
to 14-0-0, Interior(1) 14-0-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (l=lb)
1=410, 5=410.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum
sheetrock be applied directly to the bottom chord.
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTekS 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 ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
5
Id
.'' No :22839
� r
411
♦0•• •/y
OR A
'6904
Date:
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
February 22,2021
44791 IE3P
uilders FrslSource, Plant City, FL. 331
T22937447
I D:Z MxMAZ?I9fwXgbQKMXcO3 Uz2 JYI-2ajAr
-1-4-0 3-0-0
1-4-0 3-0-0
M
O
Scale = 1:12.8
"
3-0-0
3-0-0
Plate Offsets (X,Y)-- [2:0-0-4 Edge]
LOADING (psf) SPACING- 2-0-0 CSI.
DEFL. in
(loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27
Vert(LL) 0.02
4-7 >999 246 MT20 2441190
TCDL 7.0 Lumber DOL 1.25 BC 0.24
Ved(CT) 0.02
4-7 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0 Code FBC2020rrP12014 Matrix -MP
Weight: 12 lb FT = 20%
LUMBER-
BRACING.
TOP CHORD 2x4 SP No.2
TOP CHORD
Sheathed or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=61/Mechanical, 2=197/0-4-0, 4=31/Mechanical
Max Horz 2=154(LC 12)
Max Uplift 3=-75(LC 12), 2=-246(LC 12), 4=-46(LC 9)
Max Grav 3=64(LC 17). 2=197(LC 1), 4=50(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; porch left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to
the use of this truss component.
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.Opsf 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 75 lb uplift at joint 3, 246 lb uplift at joint 2 ��(ER P
and 46 lb uplift at hint 4. `l
LOAD CASE(S) Standard `♦ .! •�.. �'
No 22839
6F 4W
0.. w ;
�i ••.0,41A Pam' \ ��
6904:Mr4e.Wa 131vd. Tampa R.33610
Date:
February 22,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE.
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 MiTek•
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 oftrusses and truss systems, see ANSIITP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
mss
toss Type
City
Ply
LOT 11/1 WATERS70NE
2644791
ESP
Jack -Open
6
1
T22937448
Builders Flf5tS0UfCe. Plant City. FL
33563
Job Reference (optional)
u]Ule], Inc. man reezz Zxlu:itl2U21 Pagel
I D:Iwdljg6kDdOtaytd8MG5DmygxQZ-Pu9CjfStoyA9YyC?eSETGZvFUualtOl lVgglwbziS LJ
-1-4-0 5-0-0
1-4-0 5-0-0
Scale = 1:17.7
5-0-0
5-0-0
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0.
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020rfP12014
CSI.
TC 0.88
BC ' 0.83
WB 0.00
Matrix -AS
DEFL. in (loc) I/deft L/d
Vert(LL) 0.19 4-7 >315 240
Vert(CT) 0.17 4-7 >347 180
Horz(CT) -0.01 3 n/a n/a'
PLATES GRIP
MT20 244/190
Weight: 18lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
REACTIONS. (lb/size) 3=115/Mechanical, 2=264/0-4-0, 4=58/Mechanical
Max Horz 2=216(LC 12)
Max Uplift 3=-147(LC 12), 2=-302(LC 12), 4=-82(LC 12)
Max Grav 3=121(LC 17), 2=264(LC 1), 4=87(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft L=40ft; eave=5ft; Cat.
ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-11-4 zone; porch left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to
the use of this truss component.
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.Opsf 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 147 lb uplift at joint 3, 302 Ito uplift atjoint
2 and 821b uplift at joint 4.
7) This truss design requires that 7/16"
-(ER P.
a minimum of structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
••• ���,
,�� •••� G•E N S "Y
• •••':
LOAD CASE(S) Standard
�, • No 22839
•
:� : OF
.• �;�..
. Off.
ii�, •• �. 0
i�' t'ONA
WalterP;Ftno Ptho:22899'
MITek;USA ikFL_Cert,6,
69N Parke East Blvd.Tampa_FL 33610
Date:
February 22,2021
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.
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
MiTek
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erectiomand bracing oftrusses and truss systems, see ANSI/TPIi Quality Criteria, DSB-89 and SCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601
6904 Parke East Blvd,
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11A WATERSTONE
I
T22937449
2644791
E7
Jack -Open
4
1
Job Reference (optional)
ers nrsrouurce triani city, FL), .Plant city, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Man Feb 22 10:49:02 2021 Page 1
I D:4v2eA9PuJzjl l wQry9t_5yyrCl r-HoFbBzcg9oU2v3HDmz6Hv8ypM WeCZ4Oi4KznFgzicK?
-1-4-0 7-0-0
1-4-0 7-0-0
3x6 =
7-0-0
Scale = 1:23.0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.92
Vert(LL) .
0.22
4-7
>376
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.86
Vert(CT)
-0.21
4-7
>389
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.01
3
n/a
n/a
BCDL 10.0
Code FBC2020frP12014
Matrix -AS
Weight: 24 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.1
BOT CHORD 2x4 SIP No.2
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Harz 2=278(LC 12)
Max Uplift 3=-195(LC 12), 2=-217(LC 12)
Max Grant 3=198(LC 17), 2=336(LC 1), 4=121(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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.Opsf 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 atjoint(s) except (jt=lb)
3=195, 2=217.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
%,�'I ER 1 P'
GEN
No .22839
4' --/O N A`
WaltWr ..Olin FE'No.22889
MITek;USA, Inc. FL Ceit 6W.
6904 Parke -East Blvd. Taigpa:FL 33610
bate:
February 22,2021
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��•
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 MiTek•
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 ANS11TP11 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
'
T22937450
2644791
E7V
JACK -OPEN
17
1
Job Reference (optional)
nunaers First8ource (Plant uty, FL). Plant city, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:49:03 2021 Page 1
I D:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-I_pzLJdSw6cvWCsPKhd WS LVzJwzmlXGsJ_iKn HzicK_
i -1-4-0 7-0-0
1-4-0 7-0-0
I
3x6
LOADING (pso
SPACING- 2-0-0
CSI.
TCLL 20.0
Plate Grip DOL 1.25
TC 0.97
TCDL 7.0
Lumber DOL 1.25
BC 0.90
BCLL 0.0
Rep Stress Incr YES
WB 0.00
BCDL 10.0
Code FBC2020(rP12014
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.1
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=078-0, 4=Mechanical
Max Harz 2=278(LC 12)
Max Uplift 3=-200(LC 12), 2=-210(LC 12)
Max Grav 3=200(LC 17). 2=336(LC 1). 4=121(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Scale=1:22.9
DEFL. in (loc) ' I/defi Ud PLATES GRIP
Vert(LL) 0.23 4-7 >356 240 MT20 244/190
Vert(CT) -0.22 4-7 >378 180
Horz(CT) -0.03 3 n/a n/a
Weight: 25lb FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
ll; Exp C; Encl., GCpi=0.18; MWFRS.(directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Inte6or(1) 2-8-0 to 6-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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.Opsf 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) Bearing at joint(s) 2 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 atjoint(s) except (jt=lb)
3=200, 2=210.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
ER �P
♦ �%
Na 22839
R'X
February 22,2021
® WARNING -Verify tlesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE MII.7473 rev. 6/19l2020 BEFORE USE.
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
MiTek
Is akvays 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 ANSUTP11 Quality Criteria, DSB-09 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
LOT 1111 WATERSTONE
•
T22937451
2644791
G01
ROOF SPECIAL GIRDER
1
1
Job Reference (optional)
FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:49:03 2021 Page 1
ID:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-I_pzLJdSw6cvWCsPKhd WSLV4Dw6Vl U6sJ_iKnHzicK_
i 5-4-0 8-4-0 9-8-0
54-0 3-0-0 1-4-0
Seale = 1:18.1
Special
11
Special
12
Special
5x8 =
M
d
I�
0
3x4 = 2X4
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC202OrrPl2014
CSI.
TC 0.53
BC 0.34
WB 0.20
Matrix -MP
DEFL. in
Vert(LL) 0.07
Vert(CT) -0.06
Horz(CT) -0.01
(loc) I/defl Ud
6-7 >999 240
6-7 >999 180
5 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 42 Ito FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 8-4-0 cc purlins,
BOT CHORD 2x4 SP No.2
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 6-0-0 cc bracing.
REACTIONS. (size) 7=0-4-0, 5=0-4-0
Max Horz 7=-157(LC 8)
Max Uplift 7=386(LC 4), 5=-553(LC 8)
Max Grav 7=288(LC 1), 5=469(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
BOT CHORD 6-7=-454/303, 5-6=-437/282, 3-5=-207/331
WEBS 2-7=-317/471, 2-5=-526/680
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=4011; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1111111
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wideER pI�/i�
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=1b) �� ..'�(j _E N S+,•'.yti !j .
7=386, 5=553. `� .• �; * ° �` • �i
7) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. •• �.
Hanger(s)or other connection devices shall be provided sufficient to support concentrated loads 11 lb down and 89 lb u at N'O .22839
8 () P PP () P � • � i
1-2-15, and 11 lb down and 89 lb up at 3-2-15, and 28 lb down and 224 lb up at 5-4-0 on top chord, and 26 Ili down and 43 lb up at * :•
• 5-2-15 on bottom chord. The design/selection of such connection device(s).is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).'0: : >
LOADCASE(S) Standard �OA4 OF .••
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf) �i • �• Q' A. \' ;•.: ��
S1 :,..•:......
Concentrated Loads (lb)4=-54, 7-s=-zo
0NA'?���,,
Vert: 2=-17(F) 6=-26(F) 11=-7(F) 12=-7(F) 13=11(F) 14=-11(F)
Date:
February 22,2021
WARNING -Verify design parameters and READ NOTES ON -THIS AND INCLUDEDMITFJC REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ��•
Design valid for use only with MITeM connectors. This design Is based only upon parameters shown, and is for an Individual building componeni,-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 MiTek�
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 ANS11TPI1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
'
T22937452
2644791
H3P
DIAGONAL HIP GIRDER
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
-1-10-10
8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:49:04 2021 Page 1
ID:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-EBMLZee5hQkmBMRcuO81_Z1 JKKUa1_V?YeSuJjzicJz
4-2-3
Scale = 1:12.6
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.32
Vert(LL) 0.03 4-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.16
Vert(CT) 0.03 4-7 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.00
Horz(CT) -0.00 3 n/a n/a
BCDL 10.0
Code FBC2020rrP12014
Matrix -MP
Weight: 16Ito FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-5-11, 4=Mechanical
Max Horz 2=153(LC 8)
Max Uplift 3=-95(LC 8), 2=-363(LC 8), 4=-63(LC 5)
Max Grav 3=86(LC 1), 2=278(LC 1), 4=71(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb)
2=363.
7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.146"x3.25') toe -nails per NDS guidlines.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 4-5=-20
Date:
v'CER ,P I F
No 22839
February 22,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
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 MiTek•
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 ANS//TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
'
T22937453
2644791
H5P
Diagonal Hip Girder
2
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:49:05 2021 Page 1
ID:Iwdflg6kDdOtaytd8MG5DmygxQZ-iNwjm_fjSjsdmW0oS6f XmaNOkkUmRl9nIBRr9zicJy
-1-10-10 3-9-6 7-0-14
1-10-10 ' 3.9-6 3-3-8
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) , I/deft Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.71
Vert(LL) 0.35
4-7 >243 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.56
Vert(CT) 0.27
4-7 >307 180
BCLL 0.0
Rep Stress, Incr NO
WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -MP
Weight: 25lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-5-11, 4=Mechanical
Max Horz 2=216(LC 8)
Max Uplift 3=187(1_C 8), 2=-462(LC 8), 4=-122(LC 5)
Max Grav 3=163(LC 1), 2=379(LC 1), 4=126(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b)
3=187, 2=462, 4=122.
7) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148'k3.25") toe -nails per NDS guidlines.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 4-5=-20
Concentrated Loads (lb)
Vert: 11=10(1==-5, B=-5)
,�,��IIIIIIl�1I,I
SR P �
�GENS tiV
No: 22839
• 4/
A
N
Tampa.FL 33610
February 22,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITIX REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
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
MiTek
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUPPl1 Quality Criteria, DSB-89 and BCS/ Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
r
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
2644791
H7
Diagonal Hip Girder
2
1
T22937454
Ruilricrc Fircfs.,,,r,-e roi...r r;r„
n 1
Job Reference (optional)
----- • - -,• ...... -• �. • - ----• , o.4ou s reu is zuz I wu I ex Inauslnes, Inc. Mon 1.ab 22 1U:49:06 2021 Page 1
I D:4v2eA9PuJzjl l wQry9t_5yyrCl r-AZU6_KfLD 1_UNgb_?pAD4_7UE7?5VoDl?yx_NbzicJx
-1-10-10 4-5-2
1-10-10 9-1013
4-5-2 5-5-11
Scale = 1:22.8
yxo — NAILED 3x6 -5
NAILED NAILED
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
2 I.0
Plate Grip DOL
1.25
TC 1.00
TCDL
7.0
Lumber DOL
1.25
BC 0.86
BCLL
0.0
Rep Stress Incr
NO
WB 0.43
BCDL
10.0
Code FBC20201TP12014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical
Max Horz 2=278(LC 8)
Max Uplift 4=-192(LC 8), 2=-244(LC 8), 6=-73(LC 8)
Max Grav 4=140(LC 1), 2=515(1_C 1), 6=317(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=716/385
BOT CHORD 2-6=-470/681
WEBS 3-6=-711/490
DEFL. in (loc) I/deft L/d PLATES GRIP
Vert(LL) -0.27 6-9 >436 240 MT20 244/190
Vert(CT) -0.55 6-9 >214 180
Horz(CT) 0.01 6 Na n/a
Weight: 42 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-5-5 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.opsf; h=25ft; B=45ft; L=40ft;.eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
-
3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 6 except Gt=lb)
4=192,2=244.
8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines.
-9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 5-7=-20
Concentrated Loads (lb)
Vert: 11=-75(F=-37, B=-37) 13=-10(F=-5, B=-5) 14=-57(F=-28, B=-28)
SR'P'�c t��•
•v�:c:F N sF' ti
:. %
No -22839
a . r
Wa@rP•Flnn BE11'YVNo228M
MIT&' IIJSA Inc: FL Certi:; 4
6904 Parke East Blvd. bimpa_FL 3.3610
batti:.
February 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED Mr-REFERPNCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek®eonnectars. This design is based only upon parameters shown, and is for an Individual building component, noI
a truss system. Before use, the building designer must verily the appI _bil0y of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web andlor chard members only. Additional temporary and permanent bracing MiTek•
is ahvays required for stability and to prevent collapse with possible personal (niury and propedy damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI(TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety intormatlon availahle 6om Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
T22937455
2644791
H7V
Diagonal Hip Girder
3
1
Job Reference (optional)
iw tr,o,n i Ly, I'll ts.43u S FeD I ZUZI MI I eK industries, Inc. Mon Feb 22 10:49:07 2021 Page 1
ID:OAgsmhRnU78gy8lpVrgZFsz3?jG-em2UBggz_L6L?gABZXiScBflgXNhEGkSEbgYv2zicJw
-1-10-10 5-8-11 9-10-13
1-10-10 5-8-11 4-2-2
Scale=1:22.6
3x4
5-8-11
9-10-13
5-8-11
4-2-2
Plate Offsets (X,Y)-- [2:0-2-8,0-0-91
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.63
Vert(LL) 0.10
6-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.71
Vert(CT) -0.13
6-7 >909 180
BCLL 0.0
Rep Stress Incr NO
WB 0.35
Horz(CT) 0.02
5 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -MS
Weight: 41lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-1-8 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 6-5-2 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=336(LC 8)
Max Uplift 4=287(LC 8), 2=-226(LC 7). 5=-185(LC 9)
Max Grav 4=242(LC 1), 2=353(LC 1), 5=417(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-11551597
BOT CHORD 2-7=-762/1083, 6-7=-776/1089
WEBS 3-7=0/261, 3-6=-1076/762
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
TThis hisbottom l load nonconcurrent lth any other l ive loads.
,
���P ��4�i
4) has been designed fora live load of 20.Opsf on the bottom chord in all ave
areas where arectangle 3-6-0 tall. by 2-0-0 wide
will fit between the bottom
+r R
chord and any other members.IC/
5) Refer to girder(s) for truss to truss connections.
6) Bearing
at joint(s) 2 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 b others of truss to bearing late capable of withstanding 100 lb u lift at hints except
(Y ) 9 P P 9 P J () P (lt=lb)
�� ♦, .
N o; 22839 •
4=287, 2=226, 5=185.
: *.
%) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 43 lb up at
1-5-12, 60 lb down and 43 lb up at 1-5-12, 7 lb down and 96 lb up at 4-3-11, 7 lb down and 96 lb up at 4-3-11, and 38 lb down and
!•
152 lb up at 7-1-10, and 38 lb down and 152 lb up at 7-1-10 on top chord, and 48 lb up at 1-5-12, 48 lb up at 1-5-12, 1 lb down0.
and 15 lb up at 4-3-11. 1 lb down and 15 lb up at 4-3-11, and 29 lb down 6 lb 7-1-10,
•
OF
Q �!
and up at and 29 lb down and 6 lb up at
7-1-10
•••
"
on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
r9)
ii .,� Q` :
•' Q''�
In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
�i �' R
LOADCASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
WaIteFP,FInn P.E'No.22839
Vert: 1-2=-54 .
MlTekalSA Inc: FL.Gett_6634.
6904 Parke"East 8W., TartipaTIL 33610
Date:
Continued on page 2
February 22,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE.
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 MiTek•
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 ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
• "
=Diagonal
T22937455
2644791
H7V
Hip Girder
3
1
Job Reference (optional)
omiuers FirsiSuurce triam City, FL), rianr L ny, t-L - 33bbr, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:49:07 2021 Page 2
ID:OAgsmhRnU78gy81pVrgZFsz3?jG-em2UBggz_L6L?gABZXiScBBgXNhEGkSEbgYv2zicJw
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 11=38(F=19, B=19) 12=32(F=16, B=16) 13=-77(F=-38, B=-38) 14=54(F=27, B=27) 15=-2(F=-1, B=-1) 16=-55(F=-27, B=-27)
Trapezoidal Loads (plf)
Vert: 2=0(F=27, B=27)-to-4=-134(F=40, B=40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15)
OF
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. SI19/2620 BEFORE USE.
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 piTek _
building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Addtlional temporary and permanent bracing
is aAvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iVl
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT11/1 WATERSTONE
'
T22937456
2644791
K01
Hip Girder
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:49:08 2021 Page 1
ID:4v2eA9PuJzjl l wQry9t_5yyrCl r-6ycsPOhbleE Cd_kN7EDh9PCufxhpzkObTFQ5S UzicJv
1 4-0 7-0-0 13-0-0 20-0-0 21-4-0
1-4-0 7-0-0 6-0-0 7-0-0 1-4-0
Special
5x8 =
NAILED
16
NAILED
17
Special
4x6 =
2x4 I ——'v..1— 1-1- 3x4 =
3x4 = 3x4 =
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
NO
BCDL
10.0
Code FBC2020/TPI2014
LUMBER -
TOP CHORD
2x4 SP No.1 *Except*
3-4: 2x4 SP M 31
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 5=0-8-0
Max Horz 2=172(LC 6)
Max Uplift 2=967(LC 8), 5=-967(LC 8)
Max Grav 2=1516(LC 1), 5=1516(LC 1)
Special
Special
Scale = 1:36.9
CSI.
DEFL. in
(loc) I/dell Ud
PLATES GRIP
TC 0.74
Vert(LL) 0.15
9-12 >999 240
MT20 244/190
BC 0.84
Vert(CT) -0.20
7-9 >999 180
WB 0:26
Horz(CT) 0.07
S n/a n/a
Matrix -MS
Weight: 86 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-5 oc pudins.
BOT CHORD
Rigid ceiling directly applied or 5-1-2 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2753/1598, 3-4=-2420/1518, 4-5=-2755/1598
BOT CHORD 2-9=-1238/2395, 7-9=1237/2418, 5-7=-1238/2397
WEBS 3-9=0/692, 4-7=0/693
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf 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 atjcint(s) except (jt=lb)
2=967,5=967.
8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 228 lb down and 447 lb up at
7-0-0, and 228 lb down and 447 lb up at 13-0-0 on top chord, and 348 lb down and 84 lb up at 7-0-0, and 348 lb down and 84 lb up
at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
-10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-4=-54, 4-6=-54, 10-13=-20
Concentrated Loads (lb)
Vert: 3=-181(B) 4=181(B) 9=-348(B) 7=-348(B) 16=-117(8) 17=-117(B) 18=-59(B) 19=-59(B)
IER 1 P,F
' NO -22839
February 22,2021
A WARNING - Verify tlesign parameters and READ NOTES ON -THIS AND INCLUDED MRFX REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��•
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 MiTek•
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?P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Salety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11A WATERSTONE
'
T22937457
2644791
K02
Hip
1
1
Job Reference (optional)
-•- • ••-•_-•••- •- •• �•v• �n �•• �•r, - o.yau s reo iz zuzi mil eK Inoustrles, Inc. Mon Feb ZZ 1U:49:U9 Z021 Page 1
ID:4v2eA9PuJzjll wQry9t_5yyrCl r-a8AEcMiD WyM3E7JZhxkwhck7hL4piDekhv9e_wzicJu
1 4-0 6-3-6 9-0-0 11-0-0 13-8-10 20-0-0 21-4-0
1-4.0 6-3-6 2-8-10 , 2-0-0 2-8-10 6-3.6 1-4-0
Scale = 1:36.9
4x6 =
4x6 =
3x6 = 3x4 = —' 3x4 =
3x6 =
9-U-U
9-0-0
11-0-0
2-0-0
20-0-0
9-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.41
Vert(LL) -0.14
9-17 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.67
Vert(CT) -0.31
9-17 >779 180
BCLL 0.0
Rep Stress Incr YES
WE 0.14
Horz(CT) 0.03
7 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 92 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 7=0-8-0
Max Harz 2=213(LC 11)
Max Uplift 2=531(LC 12), 7=-531(LC 12)
Max Grav 2=812(LC 1), 7=812(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-11821891, 3-4=-971/773, 4-5=-823/720, 5-6=-971/773, 6-7=-1182/890
BOT CHORD 2-11=-626/1055, 9-1 1=-346/823,7-9=-647/1023
WEBS 3-11=-380/449, 4-11=-253/362, 5-9=-253/363, 6-9=-381/449
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft;, eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2E) 9-0-0
to 11-0-0, Exterior(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 21-4-0 zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=531, 7=531.
$) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
0�IeR ,P 4��i
.; No, - 2909
OF ZU
ONA
Walter P• RngP. IncE;No:22839
WITek;USA : FL Celt li-
6904Parkit- Blvd.Tarnpa L33610
Date:
February 22,2021
D WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. '
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 MiTek•
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 ANS11rP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
•
2644791
K03A
Hip Girder
1
T22937458
2
Job Reference o tional
J, -11 . ...- v .r, , ,.
a.vau s FeD 1Z zuzl ml I eK Inaustnes, Inc. Mon Feb 22 10:49:10 2021 Page 1
ID:4v2eA9PuJzjl l wQry9t_5yyrCl r-2LkcpiisHGUwsHuIEfF9EgHHUKIRY6uwZvC WNzicJt
103-0
53.0 9-9-0 1 -0 0 14-9-0 20-00-
5-30 4-6-0 0 3- 460 5-3.0
0.3-0
4x6 = Scale = 1:37.3
HTU26 3x8 ll 5x6 = HTU26 HTU26
1.5x8 STP =
HTU26 3x8 = 3x8 II HTU26 HTU26 HTU26 HTU26
HTU26 1.5x8 STP =
4x6 =
103-0
53-0 9-1-0 0011
-0 0 14-9-0 20-0-0
5-3-0 4-60 0- 4-60 5.3-0
D-3-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.51
Vert(LL)
0.17 7-9 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.97
Vert(CT)
-0.20 6-7 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.70
Horz(CT)
0.06 5 n/a n/a
BCDL 10.0
Code FBC202o/rP12014
Matrix -MS
Weight: 217 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-3-8 oc purlins.
BOT CHORD 2x6 SP M 26 'Except'
BOT CHORD
Rigid ceiling directly applied or 8-2-15 cc bracing.
5-8: 2x6 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 5=0-8-0
Max Harz 1=203(LC 7)
Max Uplift 1=2303(LC 8), 5=-1970(LC 8)
Max Grav 1=3914(LC 1), 5=3322(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-6978/4126, 2-3=4522/2730, 3-4=-4521/2729, 4-5=-(3542/3920
BOT CHORD 1-9=-3605/6226, 7-9=36015/6226, 6-7=-3419/5833, 5-6=-3419/5833
WEBS 2-9=-1121/2052,2-7=-2531/1591,4-7=-2084/1380,4-6=-932/1650,3-7=-2147/3664
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Tap chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply 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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
t) 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b)
1=2303, 5=1970.,
9) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-1Odxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 6-0-0 oc max.
starting at 1-4-12 from the left end to 17-4-12 to connect truss(es) to front face of bottom chord.
10) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max.
starting at 9-4-12 from the left end to 11-4-12 to connect truss(es) to front face of bottom chord.
11) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
Continued on page 2
•'.
No r22839
OF •••��
NIAL to
Walter I Finn P.E',No.22839
MiTek USA, Inc. FL,`Un'6634
6904Park Tast8lvd.Tainpa'FL33610
Date:
® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shd is for an individual building component, not
own, an��•
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 MiTek•
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 ANS11TPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
February 22,2021
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
2644791
K03A
Hip.Girder
1
T22937458
Job Reference (optional)
o.vau s reo I zuzi mi I eK Inoustrles, Inc. Mon Feb 22 1U:49:.10 2021 Page 2
ID:4v2eA9PuJzjllwQry9t 5yyrClr-2LkcpiisHGUwsHulEfF9EgHH11KIRY6uwZvCWNzicJt
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-5=-54, 1-5=-20
Concentrated Loads (Ib)
• Vert: 9=-708(F) 14=-718(F) 15=-718(F) 16=-708(F) 17=-537(F) 18=-617(F) 19=-489(F) 20=-672(F) 21=-590(F)
A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6119t2020 BEFORE USE.
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 verity 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 MiTek•
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 ANS11TP11 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute„2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
T22937459
2644791
Poll
Hip Girder
1
1
Job Reference (optionat
+u. eis nmwuurce tnam Cny, rLI, rlam ldiy, rL - 33001, 8.430 s Feb 12 2021'MiTek Industries, Inc. Mon Feb 22 10:49:11 2021 Page 1
ID:Iwdrjg6kDdOtaytd8MG5DmygxQZ-WXH?l2jU2ZcmURTyoMmOn 1 gOV8mBA1 pl9De12pzir-Js
-1-4-0 5-0-0 10-0-0 15-0-0 20-0-0 21-4-0
1 4-0 5-0-0 5-0-0 5-0-0 5-0-0 1-4-0
4x10 MT20HS = NAILED
4x10 MT20HS =
Special NAILED NAILED 2x4 II NAILED Special
3 18 19 4 20 21 5
2x4 II "^"_� JAY—IVNILCU 3x6 = NAILCU 2x4 II 3x6 = 3x6 =
Special NAILED Special
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
Lumber DOL
1.25
BCLL
0.0 *
Rep Stress Incr
NO
BCDL
10.0
Code FBC2020rrP12014
LUMBER -
TOP CHORD
2x4 SP No.2 *Except*
3-5: 2x4 SP No.1
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
REACTIONS. (size) 2=0-4-0, 6=0-4-0
Max Horz 2=131(LC 7)
Max Uplift 2=-1583(LC 8), 6=-1583(LC 8)
Max Grav 2=1256(LC 1), 6=1256(LC 1)
15-0-0
20-0-0
Scale = 1:36.9
CSI.
DEFL. in
(loc) Well Ud ,
PLATES
GRIP
TC 0.71
Vert(LL) 0.30
8-9 >789 240
MT20
244/190
BC 0.61
Vert(CT) 0.25
8-9 >974 180
MT20HS
187/143
WB 0.54
Horz(CT) -0.09
6 n/a n/a
Matrix -MS
Weight: 91 lb
FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-6-6 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 3-8-3 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2267/2796, 3-4=-2642/3399, 4-5=-2642/3399, 5-6=-2267/2796
BOT CHORD 2-11=-2376/1978, 9-11=-2395/1991, 8-9=-2374/1991, 6-8=-2355/1978
WEBS 3-11=-334/354, 3-9=-965/779, 4-9=482/571, 5-9=-965/779, 5-8=-334/354
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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 nonccncurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=1583, 6=1583.
9) "NAILED" indicates 3-1 Old (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 394 lb up at
5-0-0, and 195 lb down and 394 lb up at 15-0-0 on top chord, and 116 lb down and 148 lb up at 5-0-0, and 116 lb down and 148 lb
up at 14-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
11) 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) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-5=-54, 5-7=-54, 12-15=-20
Continued on page 2
JeR ,P,F�ti
No 22839
.0 `•
WARNING - Verify des(gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not
1•
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 Welk'
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 ANSIITP11 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd.
Safety Informatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
February 22,2021
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
'
T22937459
2644791
P01
Hip Girder
1
1
I
Job Reference (optional)
tr you. —y, r�/, riaiu any, rL - moor, b.4ou s reD I ZUZI MI I ek Inaustrles, Inc. Mon I-eb 22 10:49:11 2021 Page 2
ID:1wdfjg6kD dOtaytd6MG5DmygxQZ-WXH712jU2ZcmURTyoMmOn 1 gOV8mBA1 pl gDel2pzicJs
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 3=-148(F) 5=-148(F) 11=-98(F) 8=-98(F) 18=-61(F) 19=-61(F) 20=61(F) 21=-61(F) 22=38(F) 23=38(F) 24=-38(F) 25=-38(F)
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MIT FJ(REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. ��•
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 MiTek•
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 oftrusses and truss systems, see ANSI?I'll 4uarity Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
T22937460
2644791
P02
Hip
1
1
Job Reference o liana(
Builders rirstSource (Plant city, FL), Plant city, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:49:13 2021 Page 1
I D:Iwdffg6kD d Olaytd8M G5 D mygxQZ-TwPISjlkZBs Ujld Kwn p ss SvjHyQSeOG KcX7s7izicJq
-1-4-0 7-0-0 13-0-0 20-0-0 21-4-0
1-4-0 7-0-0 6.0-0 7-0-0 1-4-0
A
J
Special
6x8 =
NAILED
16
NAILED
17
Special
6x8 =
3x6 = 2x4 11 — 3x4 = 3x6 =
NAILED
NAILED
Scale = 1:36.9
I"
V
0
7-0-0
6-0-0
7-0-0
Plate Offsets (X,Y)-- [3:0-1-12,0-3-121. [4:0-4-0 0-1-151, [5:0-6-0 0-0-61
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.82
-Vert(LL) 0.28
9-12 >852 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.75
Vert(CT) -0.25
9-12 >978 180
BCLL 0.0
Rep Stress Incr NO
WB 0.16
Horz(CT) -0.07
5 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Weight: 90 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1 'Except'
TOP CHORD
Structural wood sheathing directly applied or 2-8-14 oc pudins.
3-4: 2x6 SP No.2
BOT CHORD
Rigid ceiling directly applied or 3-11-15 oc bracing.
BOT CHORD 2x4 SP No_1
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-4-0, 5=0-4-0
Max Horz 2=171(LC 7)
Max Uplift 2=-1544(LC 8), 5=-1544(LC 8)
Max Grav 2=1650(LC 13), 5=1650(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3072/2683, 3-4=2722/2499, 4-5=-3074/2684
BOT CHORD 2-9=-2213/2790, 7-9=-2218/2794, 5-7=-2214/2681
WEBS 3-9=-129/415, 4-7=-137/416
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide drainage to
R p
�%AA"IAIAA•%
adequate prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) .
,% P�.�� ::
�� • `G-E N s.'•.Y1/ �I�,
••,
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
fit between
�� �! F
♦�:
will the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b)
��
N`o ;22839
2=1544, 5=1544.
8) Girder carries hip end with 7-0-0 end setback.
9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148'k3.25") toe -nails per NDS guidlines.9
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 674 lb down and 468 lb up at
13-0-0, and 674 lb down and 468 lb up at 7-0-0 on top The design/selection
• QF �• �(/
♦j • �(/
chord. of such connection device(s) is the
responsibility of others.
Q" !. ;
♦ T�. Q`;
11) In the LOAD CASEsection, loads applied to the face of the truss are noted as front (F) or back (B).
.•S)
✓s O �! R`Q•• • �.-,`�
LOAD CASE(S) Standard
�ISQNA
1) Dead + Roof Live (balanced): Lumberincrease=1.25, Plate Increase=1.25
40,100.
Uniform Loads (plf)
Welter;P Flftn PE No:22839
Vert: 1-3=-54, 3-4=-117(F=-63), 4-6=-54, 10-13=43(F=-23)
M1Tek;USA, lric. k Celt 6634.
6904 Parke Fist Blvd: Tim" ' FL 33610
Date:
Continued on page 2
February 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE.
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 MiTek•
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 ANS8TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
r
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
�
T22937460
2644791
P02
Hip
1
1
Job Reference o tional
�_^--• • ••�•���•�� ^mow, Y. tl,gau s reD I Zuzi mi I eK Inaustries, Inc. Mon Feb 22 10:49:13 2021 Page 2
I D:Iwdfjg6kDdOtaytd8MG5DmygxQZ-TwPISjlkZBsUjldKwnpssSvjHyQSeOGKcX7s7izicJq
LOAD CASE(S) Standard
Concentrated Loads (Ib)
Vert: 3=-347(F) 4=-347(F)
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTekS 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 MiTek�
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 ANS11rPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
TfLss Type
Qty
LOT 11/1 WATERSTONE
2644791
P03
Hip
1
IPIY
1
' T22937461
Rrrllders FrslSouroe Plant City FL
33563
Job Reference (optional)
8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 23:12:12 2021 Page 1
ID:Iwdfjg6kDdOtaytd8MG5DmygxQZ-3p21feg0x_X_EUwvJPHBtbejgrYWbTO4jZHnw ziSJX
-1-4-0 6-3-6 9-0-0 11-0-0 13-8-10 20-0-0 21-4-0
1-4-0 6-3-6 2-8-10 2-0-0 2-8-10 6-3-6 1-4-0
4x10 MT20HS =
4x10 MT20HS =
Scale = 1:38.4
4x6 = 5x8 WB = 4x6 =
3x4 = 3x4 =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 *
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TP12014
CSI.
TC 0.87
BC 0.57
WB 0.46
Matrix -AS
DEFL. in
Vert(LL) 0.59
Vert(CT) 0.51
Horz(CT) -0.03
(loc) I/defl Ud
9-17 >407 240
9-17 >468 180
7 n/a n/a
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1 *Except*
TOP CHORD
Sheathed.
4-5: 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 2=812/0-4-0, 7=812/0-4-0
Max Horz 2=213(LC 11)
Max Uplift 2=-960(LC 12), 7=-960(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-18=-1182/2622, 18-19=-1142/2627, 3-19=-1127/2640, 3-4=-972/2455, 4-5=-825/2212,
5-6=-972/2455, 6-20=-1127/2640, 20-21=-1142/2627, 7-21=-1182/2622
BOT CHORD 2-22=-2246/1021, 22-23=-2246/1021, 11-23=-2246/1021, 10-11=-1838/825,
9-10=-1838/825,9-24=-2267/1021,24-25=-2267/1021,7-25=-2267/1021
WEBS 3-11=-326/676, 4-11 =-1 124/338, 5-9=-1124/338, 6-9=-326/676
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extericr(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2E) 9-0-0 to
11-0-0, Exterior(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 21-4-0 zone; porch left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to
the use of this truss component.
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 jive load ncnconcurrent with any other jive loads.
7) * This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 960 lb uplift at joint 2 and 960 lb uplift at
joint 7.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 94 lb FT = 20%
Na 22839
February 22,2021
® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use onty with MiTek® connectors. This desibuilding component, not
gn is based only upon parameters shown, and is for an individual'
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 Welk'
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 ANS11rP/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
0Truss
T22937462
2644791
Vol
Valley
1
t
Job Reference (optional)
------ - ----- -- r •-••• -•-,• -n ••-••• �w• - """", o:wu a reu It LUG I IVII I ex IIrUUSIFICS. Inc. ivion rea zz iu:4u:14 zuzi rage i
I D:cJkf7geP1 bR?kKQd_p691 •ry9i B6-x6z7f31MKU_LLvCXTVK5OfStgMsmNTCUrBtPfBzir-Jp
1 4 0 5-8-0
' 1-4-0 ' 5-8-0
2x4 II
4
46 II 2x4 II 52x4 II
LOADING (psf)
SPACING-
2-0-0 '
CSI.
DEFL.
in (loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC . 0.84
Vert(LL)
0.00 1
n/r
120
TCDL 7.0
Lumber DOL
1.25
BC 0.36
Vert(CT)
-0.00 1
n/r
120
BCLL 0.0
Rep Stress Incr
YES
WB 0'A8
Horz(CT)
-0.00 5
n/a
n/a
BCDL 10.0
Code FBC2020rrP12014
Matrix-R
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
OTHERS 2x4 SP No.3
REACTIONS. (size) 7=5-S-0, 5=5-8-0, 6=5-8-0
Max Horz 7=236(LC 12)
Max Uplift 7=40(LC 12), 5=-57(LC 12), 6=-254(LC 12)
Max Grav 7=186(LC 1). 5=91(LC 17), 6=263(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-340/151
WEBS 3-6=-315/601
Scale = 1:25.6
PLATES GRIP
MT20 244/190
Weight: 31 lb FT = 20%
Structural wood sheathing directly applied or 5-8-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-10-0, Interior(1) 2-10-0 to 5-6-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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.Opsf 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 atjoint(s) 7, 5 except (jt=lb)
6=254.
�` '• 40 :22839
-o� �
33610
February 22,2021
® WARNING - Verify design parameters and READ NOTES ON--THI$ AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ��•
Design valid for use only with M1Tek® 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 MiTek•
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 ANS11TPli quality Criteria, DSB-89 and SCSI Building Component • 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 11/1 WATERSTONE
� r � '
T22937463
2644791
V02
Valley
1
1
Job Reference o tional
', , . . �,.r, , , , ,.,,, ..,,r, , ,
6-6-3
6-6-3
o.gau s rev iz zu,& i ivu I ex Inauslries, Inc. mon reD ZZ IUAU:Ib ZUZ1 Page 1
I D:cJkf7geP 1 bR7kKQd_p691 iy9iB6-PIXVtPm_5o6Cy2nj 1 CrKxt_CImGL6wed4rczCazicJo
2x4 II
3
5 4
2x4 i 2x4 II 2x4 II
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL 1.25
TC 0.24
Vert(LL)
n/a
n/a
999
TCDL 7.0
Lumber DOL 1.25
BC 0.08
Vert(CT)
n/a
n/a
999
BCLL . 0.0
Rep Stress Incr YES
WB 0.17
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2020frP12014
Matrix-P
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP N0.2
WEBS 2x4 SP No.3 BOT CHORD
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=6-5-11, 4=6-5-11, 5=6-5-11
Max Horz 1=179(LC12)
Max Uplift 4=-70(LC 12), 5=-206(LC 12)
Max Grav 1=68(LC 1), 4=101(LC 17), 5=299(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-356/151
WEBS, 2-5=-285/559
Scale = 1:19.8
PLATES GRIP
MT20 244/190
Weight: 25 lb FT = 20%
Structural wood sheathing directly applied or 6-0-0 cc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 cc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 4-7-9, Interior(1) 4-7-9 to 6-4-7 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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.Opsf 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 atjoint(s) 4 except Gt=lb)
5=206.
11. ,P•,F
,,, P .. _ . . • /" v . ICI
No 22839
February 22,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE.
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 MiTek•
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 oftrusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 1111 WATERSTONE
1 rr
T22937464
2644791
V03
Valley
1
1
Job Reference(optional
"� � �••+•'���• ��•r, '-A —Yo.4ou 5 reu I L LUZ I IVII I eK Inausrrles, Inc. mon reD zz 1u:49:i b zUz1 rage 1
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r 4-6-3
4-6-3
Scale = 1:14.1
2
v
0
0
2x4 i 2x4 II
3
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in ([cc)
I/deft
L/d
TCLL 20.0
Plate Grip,DOL 1.25
TC 0.52
Vert(LL)
n/a
n/a
999
TCDL 7.0
Lumber DOL 1.25
BC 0.17
Vert(CT)
file
n/a
999
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-P
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (size) 1=4-5-11, 3=4-5-11
Max Horz 1=116(LC 12)
Max Uplift 1=49(LC 12), 3=-107(LC 12)
Max Grav 1=141(LC 17), 3=155(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-156/307
PLATES
GRIP
MT20
244/190
Weight: 16 lb
FT = 20%
Structural wood sheathing directly applied or 4-6-3 cc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 cc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load honconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)
3=107.
�•��,P�'�ER ,P,i
N'o 228'39
ak:: • i4
February 22,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��•
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 /�iTe k•
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/l Quality Criteria, DSB-89 and BCSI Building Componeni 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 1111 WATERSTONE
1, , e .,
T22937465
2644791
VO4
Valley
1
1
Job Reference (optional)
nU11UEla rIIJWUUI GC kr d " arty, rL/,
rrdnr uny, rL - aaoor, b.40U s t-eo 1Z ZUZI MI I eK Industries, Inc. Mon Feo ZZ IU:4y:1 ti ZUZ1 Page 1
ID:eJkf7geP1 b R?kKQd_p691 iy9i B6-tU5t41ncs6E3aCMvbvMZU4XPk9cOrPUmI VM WkOzicJn
2-6-3
2-6-3
2x4 i
2x4 11
2
3
LOADING (pso
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.10
Vert(LL)
n/a
n/a
999
TCDL 7.0
Lumber DOL
1.25
BC 0.03
Vert(CT)
n/a
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-P
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (size) 1=2-5-11, 3=2-5-11
Max Horz 1=54(LC 12)
Max Uplift 1=23(LC 12), 3=-50(LC 12)
Max Grav 1=66(LC 17), 3=72(LC 17)
Scale = 1:9.1
PLATES GRIP
MT20 244/190
Weight: 8 lb FT = 20%
Structural wood sheathing directly applied or 2-6-3 cc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 cc bracing.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind; ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions
shown;.Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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.Opsf 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 10l) Ib uplift atjoint(s) 1, 3.
11h. to
���♦� yJ �\G.E N S�•�iL ��i.
�=
No 22830
' OF • �!
�.OR��P•'��
S'♦
'004
bate:.
4110,
February 22,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19I2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not OFa 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 �'i'ek'
fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI/TPN Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf,. MD 20601 Tampa, FL 36610
Symbols
PLATE -LOCATION AND ORIENTATION
3/4' Center plate on joint unless x, y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
i-
For 4 x 2 orientation, locate
plates 0- 'r+5' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
" Plate location details available in MiTek 20120
software or upon request.
PLATE SIZE
The first dimension is the plate
4 x 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots. -
LATERAL BRACING LOCATION
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T or I bracing
if indicated..
BEARING
Indicates location where bearings
(supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Min size shown is for crushing only.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
0
Of
O
2
U
IL
O
H
Numbering System
6-4-8 dimensions shown in ft-In-sixteenths
(Drawings not to scale)
1 2 3
TOP CHORDS
BOTTOM CHORDS
8 7
6
5
O
2
U
0-
0
1--
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END, JOINT
NUMBERS/LETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
ESRA311, ESR-1352, ESR1988
ER-3907, ESR-2362, ESR-1397, ESR-3282
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values
established by others.
— C 2012 MiTek® All Rights Reserved
MiTek®
MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020
A General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional. stability bracing for truss system, e.g.
diagonal or X-bracing, is always required. See BCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative Tor I
bracing should be considered.
3. Never exceed the design loading shown and never
stack materials 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 members to bear tightly against each other.
6. Place plates on each face of truss at each
joint and embed fully. Knots and wane at joint
locations are regulated by ANSlfrPI 1.
7. 'Design assumes trusses will be suitably protected from.
the environment in accord with ANSI fPI 1.
8. Unless otherwise noted, moisture content of lumber
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 lumber.
10. Camber is a non-structural.consideration and is the
responsibility of truss fabricator. General practice is to
camber for dead load deflection.
11. Plate type, size, orientation and location dimensions
indicated are minimum 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 must 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 otherwise noted.
15. Connections not shown are the responsibility of others.
16. Do not cut or alter truss member or plate without prior
approval of an engineer.
17. Install and load vertically unless indicated otherwise.
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19. Review all portions of this design (front, back, words
and pictures) before use. Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture in accordance with
ANSIrrPI 1 Quality Criteria.
21.The design does not take into account anyAynamic
or other loads other than those expressly stated.