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HomeMy WebLinkAboutTrussr
258 Southhall Lane, Suite 200
Maitland, Florida 32751
D P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com
8
Website: www.fdseng.com
ENGINEERING ASSOCIATES
February 17, 2021
Building Department
Ref:
Adams Homes
Lot:
Lot 39 Blk.1
Subdivision:
Fort Pierce - Waterstone
Address:
5459 Lugo St.
Model:
1820 D LHG
KA #
21-1771
Truss Company:
Builders First Source
Date of drawings:
2/12/21
Job No.:
2644817
Wind Speed:
160
Exposure:
C
Truss Engineer:
Joaquin Velez
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,
2/17/2021
Carl A. Brown, P.E.
FL. # 56126
,0%% !61-D e TCr,°
.` ENS • • • FS `d
Zi
No 87
e
s
a ° � OF : �
Luis Pahy T6rces
FL. # `� 64.sis�:�a�.
FDS Engineering Associates, A TSG Company
"Your Building Code Experts"
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❑' Reviewed and Approved ❑ Revise and Resubmit
❑ Reviewed with Notations ❑ Not Reviewed (see explanation)
Corrections or comments made on equipment submittals or shop drawings during this review do
not relieve contractor from compliance with requirements of the drawings and specifications.
This check is only for review of general conformance with the concept of the project and
general compliance with the information given in the contract documents. The contractor is
responsible for confirming and correlating all quantities and dimensions; selecting fabrication
processes and techniques of construction; coordinating his work with that ofall other trades and
performing his work in a safe and satisfactory [Wanner
IDS ENGINEERING ASSOCIATES
Date: 02/17/2021 By: BH
Submittal No.: Project No.: 21-1771 Project Eng.: Luis T
Project Name: Ad. Homes - Fort Pierce- Waterston, Lot 39 Blk. 1
VERJ Y ALL DIMENSIONS AND CEIUNG dJNpWONS 1100R TO APPROVAL
SOME MUM FRAMING REOUIRED IN RELD BY SULDER
MAIN WIND FORCE, RESISTING SYSTEWI HYBRID WIND ASCET-10 IMPORTANT
ENCLOSED
EXPOSURE CATEGORY C
OCCUPANCY CATEGORY 0 This Drawing Must Be App ad And
Will
Ick All
BUSSES HAVE BEEN OESIGNEO FOR
A 10.0 PSF ROTrOM CHORD L LOAD
n=ONCURREM WRH ANY OTHER LN LOADS
ROOF LOADING
FLOOR LOADING
TCLL: 20 PSF
TCLL- 40 PSF
TCDL- 07 PSF
TCOL: 10 PSF
BCDL: 10 PSF
BCDL: 5 PSF
TOTAL: 37 PSF
TOTAL' 55 PSF
DURATION: 1.26
DURATION: 1.00
Returned Before Fabricati(
Begin. For Your Protection C
Dimensions And Conditions
Approval Of Plan.
SIGNATURE BELOW INDICA
NOTES AND DIMENSIONS
BEEN ACCEPTED.
By Dat(
ALL
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. (10. 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: 3112
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
BUILDER:
Adams Homes
PROJECT: Single Family
MODEL: 1820
ADDRESS: 609 LUGO ST
LOT / BLOCK: 3911
SUBDIVISION: WATERSTONE
FT PIERCE
RAWN BY: K SANCHEZ
JOB # : 264017
DATE: 02N0/2021 SCALE: NTS
PLAN OAT.: 2021
REVISIONS:
1.
2.
3.
4.
4408 Airport Road
Plant City, FL 33563
Ph.(813) 306-1300
Fax (813) 305-1301
RECEIVED
r .
M11TO, MAR 0 5 707
- Permitting Department
St. Lucie
RE: 2644817 MiTek USA, Inc.
LOT 39/1 WATERSTONE 6904 Parke East Blvd.
Tampa, FL 33610-4115
Site Information:
Customer: Adams Homes Melbourne - Bill R Project Name: 2644817
Lot/Block: LOT 39/1 Model: 1820 D
Address: 5459 LUGO ST Subdivision: WATERSTONE
City: FT PIERCE State: FL
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 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 25 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index 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
T22799109
A01
2/12/2021
21
T22799129
D03
2/12/2021
2
T22799110
A02
2/12/2021
22
T22799130
E1
2/12/2021
3
T22799111
A03
2/12/2021
23
T22799131
E7V
2/12/2021
4
T22799112
A04
2/12/2021
24
T22799132
H1
2/12/2021
5
T22799113
A05
2/12/2021
25
T22799133
H7V
2/12/2021
6
T22799114
A06
2/12/2021
7
T22799115
A07
2/12/2021
8
T22799116
A08
2/12/2021
9
T22799117
A09
2/12/2021
10
T22799118
A10
2/12/2021
11
T22799119
All
2/12/2021
12
T22799120
A24
2/12/2021
13
T22799121
B01
2/12/2021
14
T22799122
B01A
2/12/2021
15
T22799123
B01 B
2/12/2021
16
T22799124
Bll
2/12/2021
17
T22799125
C1 V
2/12/2021
18
T22799126
C3V
2/12/2021
19
T22799127
C5V
2/12/2021
20
T22799128
D01
2/12/2021
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: Velez,Joaquin
My license renewal date for the state of Florida is February 28, 2023.
Florida COA: 6634
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MiTek
customers file reference purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the 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.
12, 2021
1 of 1
Job
s
Truss Type
Qty
Ply
LOT 39/1 WATERSTONE
[AO
T22799109
2644817
SPECIAL
8
1
Job Reference (optional)
s FlrstSource (Fiant City, FL), Hlant City, I-L - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 15:02:24 2021 Page 1
ID:193QG WBBpX3jR187zeOm7kz5?ad-K7JP69DGwnuvm LMFJ8zmDmS_x9hDQ61Q_g7JwCzmVkT
r1-4-0, 8-3-0 11-11-12 19-10-0 27-8-4 33-5-0 39-8-0 41-0-q
1-4-0' 6-3-0 5-8-12 7-10-4 7-10-4 5-8-12 6-3-0 1-4-0�
6.00 12
4x10 MT20HS � 3.00 F12
46 =
5x6 =
Scale=1:72.4
4x10 MT20HS ZZ
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 FBC2020ITP12014
CSI.
TC 0.91
BC 0.90
WS 0.71
Matrix-MSH
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) I/defl Ud
-0.63 10-11 >759 240
-1.15 10-11 >413 180
0.59 8 n/a n/a
PLATES
MT20
MT20HS
Weight: 197lb
GRIP
244/190
187/143
FT = 20
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 31 *Except*
TOP CHORD
Structural wood sheathing directly applied.
1-4,6-9: 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied or 5-0-10 oc bracing.
BOT CHORD 2x4 SP M 31 *Except*
WEBS
1 Row at midpt 6-11, 4-12
13-14,10-13: 2x4 SP No.1
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 8=0-8-0
Max Horz 2=-433(LC 8)
Max Uplift 2=-797(LC 10), 8=-797(LC 10)
Max Grav 2=1793(LC 15). 8=1793(LC 16)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5905/2705, 3-4=-5621/2545, 4-5=-2780/1527, 5-6=-2739/1527, 6-7=-5299/2545,
7-8=-5593/2705
BOT CHORD 2-14=-2278/5679, 12-14=-1502/3876, 11-12=-680/2253, 10-11 =-1 502/3376,
8-10=-2278/5061
WEBS 5-11=-449/1175, 6-11=-1486/856, 6-10=-708/2011, 7-10=-260/287, 5-12=-449/1229,
4-12=-1574/856, 4-14=-708/2191, 3-14=-246/287
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=5.Opsf; h=15ft; 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 2-7-10, Interior(1) 2-7-10 to 15-10-6, Extedor(2R)
15-10-6 to 23-9-10, Intedor(1) 23-9-10 to 37-0-6, Exterior(2E) 37-0-6 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.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the (bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSl/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 Ib uplift at joint(s) except Qt=lb)
2=797, 8=797.
February 11,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 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 property Incorporate this design Into the overall MF
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 ANS11rPlf 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 39/1 WATERSTONE
T22799110
2644817
A02
SPECIAL
2
1
Job Reference (option
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 15:02:27 2021 Page 1
ID:193QG WBBpX3jRl87zeOm7kz5?ad-ki?XIBG9DiGUdo5q?GWTrP4VRNk8dTlsgoMzxxzmVkQ
r1-4-0, 6-3-0 11-11-12 19-0-0 20-8-0, 27-8 4 33 'D 39-M 41-"
1-4-0 5-8-12 7-0-4 1-8-0 7-0-4 5-8-12 6-3.0 1-4-0
5x8 :::: 3.00 12
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
LumberDOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
10.0
Code FBC20201rP12014
LUMBER -
TOP CHORD 2x4 SP No.2 "Except'
1-4,7-10: 2x4 SP No.1
BOT CHORD 2x4 SP No.2 *Except`
2-16,9-11: 2x4 SP M 31
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=-417(LC 8)
Max Uplift 2=-797(LC 10), 9=-797(LC 10)
Max Grav 2=1540(LC 1), 9=1540(LC 1)
6.00 12
3x4 =
5x6 =
5x6 =
5 6
5x8 ZZ
Scale=1:73.4
CSI.
DEFL. in (loc) I/deft Lid
PLATES GRIP
TC 0.89
Vert(LL) 0.61 11-12 >787 240
MT20 244/190
BC 0.88
Vert(CT) -0.91 11-12 >522 180
MT20HS 187/143
WB 0.76
Horz(CT) 0.57 9 n/a n/a
Matrix-MSH
Weight: 218lb FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 4-8-1 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4905/2784, 3-4=-4621/2623, 4-5=-2726/1752, 5-6=-1932/1439, 6-7=-2726/1752,
7-8=-4621/2623,8-9=-4905/2784
BOT CHORD 2-16=-2350/4717, 15-16=-1549/3216, 13-15=-776/1929, 12-13=-776/1929,
11 -1 2=-1 549/3091, 9-11=-2351/4431
WEBS 3-16=-282/293, 4-16=-742/1736, 4-15=-12161792, 5-15=-573/1132, 5-13=-267/321,
6-13=-267/320, 6-12=-573/1068, 7-12=-1137/792, 7-11=-743/1605, 8-11=-296/294
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=5.Opsf; h=15ft; 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 2-7-10, Interior(1) 2-7-10 to 15-0-6, Exterior(2R)
15-0-6 to 24-7-10, Interior(1) 24-7-10 to 37-0-6, Exterior(2E) 37-0-6 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 forverifying 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.
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) 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=797, 9=797.
J
0
N
February 11,2021
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 pp�
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW
is always required for stability and to prevent collapse with possible personalinJury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH 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
City
Ply
LOT 3911 WATERSTONE
T22799111
2644817
A03
SPECIAL
2
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 15:02:29 2021 Page 1
ID:193QG W BBpX3jR187zeOm7kz5?ad-g46HAtHPIJXBt6FD6hYxwg9qiAP_5Nx986r4bPzmVkO
r1-4-0 6-3-0 111 1-12 17-0-0 22-8-0 27-8-5 33-5-0 39-8-0 41-0-q
'1-4-0' 6-3-0 5-8-12 5-0-5 5-8-0 5-0-4 5-8-12 6-3-0 1-4-0
fh
O
6.00 12
5x6 =
5x8 =
4x10 MT20HS 3.00 F12 4x10 MT20HS
ZZ
39-8-0
Scale = 1:75.2
T
O_
9
9
T N
Ic
6
LOADING (psf)
SPACING-,
2-0-0
CSI.
DEFL.
in (loc) I/defl L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TIC 0.91
Vert(LL)
-0.62 11-12 >769 240
MT20
244/190
TCDL 7.0
LumberDOL
1.25
BC 0.86
Vert(CT)
-1.12 11-12 >423 180
MT20HS
187/143
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.71
Horz(CT)
0.60 9 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix-MSH
Weight: 202 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 or 4-8-15 oc bracing.
BOT CHORD 2x4 SP M 31 *Except*
WEBS
1 Row at midpt 4-14, 6-14, 7-12
13-15,11-13: 2x4 SP No.1
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=0-8-0
Max Horz 2=376(LC 9)
Max Uplift 2=-797(LC 10), 9=-797(LC 10)
Max Grav 2=1799(LC 15), 9=1801(LC 16)
'FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5904/2977, 3-4=-5589/2795, 4-5=-2863/1738, 5-6=-2546/1644, 6-7=-2773/1738,
7-8=-5320/2795, 8-9=-5644/2977
BOT CHORD 2-15=-2526/5637, 14-15=-1660/3794, 12-14=-1034/2565, 11-12=-1660/3367,
9-11=-2526/5110
WEBS 3-15=-294/324, 4-15=-797/2189, 4-14=-1428/799, 5-14=-420/998, 6-14=-251/253,
6-12=-420/1108, 7-12=-1355/799, 7-11=-797/2035, 8-11=-306/324
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=5.Opsf; h=15ft; 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 2-7-10, Interior(1) 2-7-10 to 13-0-6, Exterior(2R)
13-0-6 to 26-7-10, Interior(1) 26-7-10 to 37-0-6, Exterior(2E) 37-0-6 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.
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) Bearing atjoint(s) 2, 9 considers parallel to grain value using ANSIrrPI 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)
2=797, 9=797.
February 11,2021
®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 MTekwO 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 iViiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the W WOW
.
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrPIl 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
s
Truss Type
Qty
Ply
LOT 3911 WATERSTONE
=A'04
T22799112
2644817
SPECIAL
2
1
Job Reference o tional
PlrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 15:02:33 2021 Page 1
ID:193QGWBBpX3jR187zeOm7kz5?ad-ZsMo?EKwpYIdLjY LXdt4gKYwnmb1Eil3kpHkBzmVkK
r1-4.0, 5-11-1 9-6-9 15-0-0 _ 11-10.0 24-8-0 30-1-7 33-8-15 39.8-0 41-0-4
'1-4-0' 5-11-1 3-7-9 5-5-7 4-10-0 4-10-03-7-9 5-11-1
6.00 12
5x6 =
3x4 = 5x6 =
25 6 26 7
Scale=1:73.4
28 1.5x8 STP =
10 11
4x12 3.00 12 4x12
3x8 MT20HS 11 3x8 MT20HS //
8-8-0 15-0-0
24-M
31-0-0 39-8-0
8-8-0 6-4-0
9-8-0
6-4-0 8-8-0
Plate Offsets (X,Y)— [2:0-1-15,1-2-15], [2:0-2-14,Edge], [4:0-3-0,0-3-0], [5:0-3-0,0-2-0],
[7:0-3-0,0-2-0], [8:0-3-0,0-3-0], [10:0-1-15,1-2-15], [10:0-2-14,Edge], [12:0-7-0,0-3-8],
[16:0-7-0,0-3-8]
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 0.83
Vert(LL)
-0.67 13-15 >715 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.95
Vert(CT)
-1.16 13-15 >410 180
MT20HS 1871143
BCLL 0.0
Rep Stress Incr YES
WB 0.53
Horz(CT)
0.60 10 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix-MSH
Weight: 204 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing, Except:
WEBS 2x4 SP No.3
5-3-0 oc bracing: 13-15.
WEDGE
WEBS
1 Row at midpt 4-15, 8-13
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=-335(LC 8)
Max Uplift 2=-797(LC 10), 10=-797(LC 10)
Max Grav 2=1804(LC 15), 10=1804(LC 16)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5834/3030, 3-4=-5622/2947, 4-5=-3283/1933, 5-6=-2934/1832, 6-7=-2836/1832,
7-8=-3175/1933, 8-9=-5371/2947, 9-10=-5595/3030
BOT CHORD 2-16=-2565/5553, 15-16=-2182/4748, 13-15=-1410/3054, 12-13=-2182/4303,
10-12=-2565/5077
WEBS 4-16=-610/1626, 4-15=-1922/1023, 5-15=-527/1184, 7-13=-527/1190, 8-13=-1814/1023,
8-12=-610/1514, 6-15=-339/205, 6-13=-339/205
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=5.Opsf,, h=15ft; 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 2-7-10, Interior(1) 2-7-10 to 11-0-6, Exterior(21R)
11-0-6 to 18-11-10, Interior(1) 18-11-10 to 20-8-6, Exterior(2R) 20-8-6 to 28-7-10, Interior(1) 28-7-10 to 37-0-6, Exterior(2E) 37-0-6 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.
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) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of beading surface.
9) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=797, 10=797.
February 11,2021
® 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 MTekO 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 WOW
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/7P/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
city
Ply
LOT 3911 WATERSTONE
T22799113
2644817
A05
SPECIAL
1
1
Job Reference o tional
b timers rirstJource (runt Glty, rL), Hlant u[y, FL - 33bb/, 8.43U S NOV 3U MU Mi I eK Inaustrles, Inc. 1Ne0 Feb 1U 1b:U2:34 2U21 Hage 1
I D:193QG W BBpX3jR187zeOm7kz5?ad-12wADaLYas9Uzt7AvE86dtthhB5_mcluHOYrHdzmVkJ
r1 4-0, 6-8-0 13-0-0 19-10-0 26-8-0 33-0-0 39-8-0 f11-0-q
1 4 0 6-8-0 6 4-0 6-10-0 6-10.0 6 4.0 6-8-0 1-4-0
5x8 =
6.00 12
4 23 24
5x6 i 22
3
1.5xB STP =
21
14
2 13
c1 6x12 MT20HS = 3x4 =
5x8 % 3.00 12
8-8-0
Scale = 1:73.4
3x4 = 5x8 =
5 25 266
27
5x6 T
0
7
v
28
1.5x8 STP =
0
12 11 10 c
4x6 = 3x4 = 6x12 MT20HS - 89 I`� w
, o
5x8
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
LumberDOL 1.25
Rep Stress Incr YES
Code FBC2020/TP120.14
CSI.
TC 0.95
BC 0.94
WB 0.80
Matrix-MSH
DEFL,
Vert(LL)
Vert(CT)
Horz(CT)
in floc) I/defl L/d
0.62 10-11 >762 240
-0.9611-13 >498 180
0.59 8 n/a n/a
PLATES
MT20
MT20HS
Weight: 190 lb
GRIP
244/190
187/143
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 31 'Except'
TOP CHORD
Structural wood sheathing directly applied.
4-6: 2x4 SP No.2, 1-3,7-9: 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
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=-294(LC 8)
Max Uplift 2=-797(LC 10), 8=-797(LC 10)
Max Grav 2=1540(LC 1), 8=1540(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4919/3101, 3-4=-4613/2924, 4-5=-3036/2083, 5-6=-3036/2083, 6-7=-4613/2924,
7-8=-4919/3101
BOT CHORD 2-14=-2640/4556, 13-14=-1511/2821, 11-13=-1772/3223, 10-11=-1511/2821,
8-10=-2640/4445
WEBS 3-14=-371/397, 4-14=-1038/1926, 4-13=-149/535, 5-13=-399/275, 5-11=-399/275,
6-11=-149/535, 6-1 0=-1 038/1815, 7-10=-378/397
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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C ExteHor(2E) -1-4-0 to 2-7-10, Intedor(1) 2-7-10 to 9-0-6, Exterior(2R)
9-0-6 to 16-11-10, Interior(1) 16-11-10 to 22-8-6, Exterior(2R) 22-8-6 to 30-7-10, Interior(1) 30-7-10 to 37-0-6, Exterior(2E) 37-0-6 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.
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) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSUTPI 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 at=lb)
2=797,8=797.
February 11,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 611W020 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 property 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 ANS11TPN 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 3911 WATERSTONE
T22799114
2644817
A06
SPECIAL
1
1
Job Reference o tional
CUllaers rirsioource trlam Lny, rLJ, Mani Uly, rL - 10001, C.4Ju s NOV JU ZUZU MI I eK inaustries, Inc. vvea reo -iu-io:uC.3o luz I rage -I
ID:193QG WBBpX3jR187zeOm7kz5?ad-VETZQwMAK9HLb1 iNTyfLA5PsmbVEV7p2W210p3zmVkl
r1 4 0, 5-11-1 11-0-0 17-0-0 22-8-0 28-8-0 33-8-15 39-8-0 Al-0-0
1 4-05-0-15 6?0-0 5-8-0 6-0-15 5-11-1
Scale = 1:72.0
5x6 = 2x4 II
4 24 25 5
6.00 12
5x6 =
5x6 =
6 26 27 7
29
1.5x8 STP =
5x8 % 3.00 12 5x8
LOADING (pso
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 FBC2020rrPI2014
CSI.
TC 0.93
BC 0.68
WB 0.56
Matrix-MSH
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) I/defl Ud
0.73 12-14 >656 240
-1.03 14-15 >464 180
0.58 9 n/a n/a
PLATES
MT20
MT20HS
Weight: 209 lb
GRIP
2441190
187/143
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1 *Except*
TOP CHORD
Structural wood sheathing directly applied.
4-6,6-7: 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 4-7-6 oc bracing.
BOT CHORD 2x4 SP M 31 *Except*
13-15,11-13: 2x6 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=-253(LC 8)
Max Uplift 2=-797(LC 10), 9=-797(LC 10)
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=-4917/3105, 3-4=-4608/2845, 4-5=-4142/2674, 5-6=-4142/2674, 6-7=-4145/2676,
7-8=-4608/2844,8-9=-4916/3104
BOT CHORD 2-15=-2648/4483, 14-15=-1790/3279, 12-14=-2246/4158, 11-12=-1791/3281,
9-11=-2647/4442
WEBS 3-15=-333/385, 4-15=-745/1516, 4-14=-511/1116, 5-14=-321/300, 6-12=-381/301,
7-12=-511/1117, 7-11=-742/1461, 8-11=-342/385
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=5.0psf; h=15ft; 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 2-7-10, Interior(1) 2-7-10 to 7-0-6, Extedor(2R)
7-0-6 to 14-11-10, Interior(1) 14-11-10 to 24-8-6, Exterior(2R) 24-8-6 to 32-7-10, Interior(1) 32-7-10 to 37-0-6, Exterior(2E) 37-0-6 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.
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) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSIrTPI 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)
2=797. 9=797.
February 11,2021
®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 onlywith MTek® 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 property Incorporate this design into the overall w� AA building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing !VI iTek`
I. 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 ANS11 Pl1 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 3911 WATERSTONE
T22799115
2644817
A07
SPECIAL
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 16:02:37 2021 Page 1
ID:193QGWBBpX3jR187zeOm7kz5?ad-RdbJrcNQsnX3gLslaNipFW VEdPEYzOgLzMnVuyzmVkG
r1-4-0, 4-6-5 9-0-0 15-10-8 23-9-8 30-8-0 35-1-11 39-8-0 81-0-9
1 4-0 4-6-5 4-5-11 6-10-8 7.10-15 6-10-8 4-5-1.1 4-6-5 1 4-0
Scale=1:72.0
6.00 12
3x6
5x6 =
3x4 =
27 2829 5
5x8 =
5x6 =
3031 32 7
2x4 11 3x4 = 2x4 11
3.00 12
26-0-0
3x6
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.78
Vert(LL) 0.21 15-16 >745 240
MT20 244/190
TCDL 7.0
LumberDOL 1.25
BC 0.50
Vert(CT) 0.1715-16 >942 180
BCLL 0.0
Rep Stress Incr NO
WB 0.59
Horz(CT) 0.03 9 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix-MSH
Weight: 187 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied or 5-7-5 cc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing.
WEBS 2x4 SP No.3
REACTIONS. All bearings 0-8-0 except Qt=length) 16=0-4-0, 13=0-4-0.
(lb) - Max Horz 2=212(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) except 2=-288(LC 10), 9=-302(LC 10), 16=-686(LC 10),
13=-715(LC 10)
Max Grav All reactions 250 lb or less at joint(s) except 2=451(LC 15), 9=527(LC 16), 16=1125(LC 19), 13=1185(LC
20)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-947/494, 3-4=-338/135, 4-5=-325/669, 5-6=-58/715, 6-7=-348/707, 7-8=-471/221,
8-9=-1083/570
BOT CHORD 2-18=-291/979, 17-18=-295/986, 16-17=-23/293, 15-16=-328/181, 13-15=-426/296,
12-13=0/332,11-12=-365/945, 9-11=-359/937
WEBS 3-17=-599/468, 4-17=-51/419, 4-16=-986/630, 5-16=-792/685,5-15=-520/206,
6-15=-489/297, 7-12=-72/391, 8-12=-588/458, 6-13=-773/671, 7-13=-997/703
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=5.Opsf,, h=15ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 5-0-6, Exterior(2R)
5-0-6 to 12-11-10, Interior(1) 12-11-10 to 26-8-6, Exterior(2R) 26-8-6 to 34-7-10, Interior(1) 34-7-10 to 37-0-6, Exterior(2E) 37-0-6 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.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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 288 lb uplift at joint 2, 302 lb uplift at
joint 9, 686 lb uplift at joint 16 and 715 lb uplift at joint 13.
9) Load case(s) 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that
they are correct for the intended use of this truss.
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 Except:
:ontinued on page 2
February 11.2021
® 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 MOW
always required for stability and to prevent collapse with possible personabinjury 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 39/1 WATERSTONE
T22799115
2644817
A07
SPECIAL
1
1
Job Reference o tional
aunuers mrslaource kmani cny, I-L), mam Lay, rL - 330bt,
8.43U s Nov 30 2020 MI rek Industries, Inc. Wed Feb 10 15:02:37 2021 Page 2
ID:193QG WBBpX3jR187zeOm7kz5?ad-RdbJrcNQsnX3gLslaNipFW VEdPEYzOgLzMnVuyzmVkG
LOAD CASE(S) Standard Except:
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-7=-54, 7-10=-54, 17-19=-20, 12-17=-20, 12-22=-20
4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=105, 2-25=59, 25-26=47, 4-26=70, 4-28=70, 28-31=47, 7-31=70, 7-33=70, 33-34=47, 9-34=59, 9-10=105, 17-19=-10, 16-17=-10, 13-16=20(F=30),
12-13=-10, 12-22=-10
Horz: 1-2=-113, 2-25=-67, 25-26=-56, 4-26=-78, 7-33=78, 33-34=56, 9-34=67, 9-10=113
5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=3, 2-4=-41, 4-7=-41, 7-9=-41, 9-10=3, 17-19=-20, 16-17=-20, 13-16=10(F=30), 12-13=-20, 12-22=-20
Horz: 1-2=-17, 2-4=27, 7-9=-27, 9-10=17
6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=42, 2-4=13, 4-29=45, 29-32=26, 7-32=16, 7-9=31, 9-10=21, 17-19=-10, 16-17=-10, 13-16=20(F=30), 12-13=-10, 12-22=-10
Horz: 1-2=-50, 2-4=-22, 7-9=39, 9-10=29
7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=21, 2-4=31, 4-27=16, 27-30=26, 7-30=45, 7-9=13, 9-10=42, 17-19=-10, 16-17=-10, 13-16=20(F=30), 12-13=-10, 12-22=-10
Horz: 1-2=-29, 2-4=-39, 7-9=22, 9-10=50
8) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-26, 2-4=-36, 4-7=-16, 7-9=5, 9-10=15. 17-19=-20, 16-17=-20, 13-16=1O(F=30), 12-13=-20, 12-22=-20
Horz: 1-2=12, 2-4=22, 7-9=19, 9-10=29
9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=15, 2-4=5, 4-7=-16, 7-9=-36, 9-10=-26, 17-19=-20, 16-17=-20, 13-16=10(F=30), 12-13=-20, 12-22=-20
Harz: 1-2=-29, 2-4=-19, 7-9=-22, 9-10=-12
10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=74, 2-4=45, 4-7=45, 7-9=45, 9-10=74, 17-19=-10, 16-17=-10, 13-16=20(F=30), 12-13=-10, 12-22=-10
Horz: 1-2=-82, 2-4=-54, 7-9=54, 9-10=82
11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=45, 2-4=16, 4-7=16, 7-9=16, 9-10=45, 17-19=-10, 16-17=-10, 13-16=20(F=30), 12-13=-10, 12-22=-10
Horz: 1-2=-53, 2-4=-25, 7-9=25, 9-10=53
12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-5, 2-4=-16, 4-7=-16, 7-9=-16, 9-10=-5, 17-19=-20, 16-17=-20, 13-16=1O(F=30), 12-13=-20, 12-22=-20
Horz: 1-2=-9, 2-4=2, 7-9=-2, 9-10=9
13) Dead + 0.6'MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-5, 2-4=-16, 4-7=-16, 7-9=-16, 9-10=-5, 17-19=-20, 16-17=-20, 13-16=10(F=30), 12-13=-20, 12-22=-20
Horz: 1-2=-9, 2-4=2, 7-9=-2, 9-10=9
15) Dead + 0.75 Roof Live (bat.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-53, 2-4=-61, 4-7=-45, 7-9=-30, 9-10=-22, 17-19=-20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 12-22=-20
Horz: 1-2=9, 2-4=17, 7-9=14, 9-10=22
16) Dead + 0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-22, 2-4=-30, 4-7=-45, 7-9=-61, 9-10=-53, 17-19=-20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 12-22=-20
Horz: 1-2=-22, 2-4=-14, 7-9=-17, 9-10=-9
17) Dead + 015 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-37, 2-4=-45, 4-7=-45, 7-9=-45, 9-10=-37, 17-19=-20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 12-22=-20
Horz: 1-2=-7, 2-4=1, 7-9=-1, 9-10=7
18) Dead + 0.75 Roof Live (bat.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-37, 2-4=-45, 4-7=-45, 7-9=-45, 9-10=-37, 17-19=-20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 12-22=-20
Horz: 1-2=-7, 2-4=1, 7-9=-1, 9-10=7
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 5/19/2020 BEFORE USE. OFDesign valid for use only with MiTek® connectors. This design is based only upon parametersshown, and Is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicabilityof design parameters and propedy 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 ANSIMI 11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 39/1 WATERSTONE
T22719116
2644817
A08
SPECIAL
1
1
Job Reference o tional
Builders FirstSource (Plant city, FL), Plant city, FL - 33567, 8.43U s Nov 3U ZUZU MI I eK Industries, Inc. Wen heo I 15:UZ:38 ZUZI Page 1
ID:193QGWBBpX3jR187zeOm7kz5?ad-vp9h2yO2d4fwSURy84D2nj1 PfoUYiOQUCOW2QOzmVkF
r1-4-0 7-0-0 12-3-1 16-0-8 19-10.0 22-5-14 26-3-5 32-8-0 39-8-0 41-0-9
1-4 0 7-0-0 5-3-1 3-9-8 3-9-8 2-7-14 3-9-8 6-4-11 1-4-0
Scale = 1:72.0
5x6 = 3x8 = 3x4 2x4 II 5x6 = 5x12 5x6
=
6.00 12
= =
3 24 25 4 2627 28 5 29 30 6 31 7 32 833 34 35 9
1.5x8 STP =
0 1 2 5 8 = 36 37 38 3b 40 15 14 41
6x8 = 3x6 =
3x8 =
3x6 ::� 3.00 12
42 43 44 45 46 12
5x12 =
6x8 =
ro
N
1.5x8 STP = N
1
�*� 0 11 Iq
0
3x6
7-1-8 12-3-1 12 -0 19-10-0 26-2-0 26�$-5 32-6-8 39-8-0
7-1-8 5-1-9 0- -15 7-4-0 6-4-0 0- -5 6-3-3
Plate Offsets (X,Y)-- [2:0-0-10,Edge], [3:0-3-0,0-2-0], [4:0-3-8,0-1-8], [7:0-3-0,0-3-0], [8:0-3-8,0-2-8],[9:0-4-0,0-2-8],.[10:0-0-10,Edge], 112:0-8-0,0-0-8], 113:0-3-8,0-3-0],
r16:0-3-8,0-3-01, [17:0-5-4,0-0-81
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in (loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.83
Vert(LL)
0.24 14-16
>696
240
TCDL 7.0
Lumber DOL
1.25
BC 0.90
Vert(CT)
-0.27 14-16
>630
180
BCLL 0.0
Rep Stress Incr
NO
WB 0.95
Horz(CT)
0.06 10
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-MSH
LUMBER- BRACING -
PLATES GRIP
MT20 244/190
Weight: 177 lb FT = 20
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins.
7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-5-4 oc bracing.
BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 8-12
WEBS 2x4 SP No.3
REACTIONS. All bearings 0-8-0 except at=length) 16=0-4-0, 13=0-4-0.
(lb)- Max Horz 2=-171(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) except 2=-356(LC 8), 10=-429(LC 8), 16=-1695(LC 8),
13=-1859(LC 8)
Max Grav All reactions 250 lb or less atjoint(s) except 2=612(LC 1), 10=697(LC 1), 16=2263(LC 1), 13=2397(LC
1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1245/434, 3-4=-1038/444, 4-5=-573/923, 5-6=-856/1302, 6-7=-856/1302,
7-8=-866/1022, 8-9=-1360/708, 9-1 0=-1 598/729
BOT CHORD 2-17=-263/1089, 16-17=-923/751, 14-16=-529/321, 13-14=-435/248, 12-13=-1022/891,
10-12=-507/1412
WEBS 3-17=-1021288, 4-16=-1311/939, 5-16=-1398/1438, 5-14=-602/680, 6-14=-421/437,
7-14=-775/753, 7-13=-1427/1490, 8-13=-1441/1137, 9-12=-14/366, 4-17=-1017/2098,
8-12=-1419/2494
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=5.Opsf; h=15ft; 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
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 chard and any other members.
7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/rPI 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 356 lb uplift at joint 2, 429 lb uplift at
joint 10, 1695 lb uplift at joint 16 and 1859 lb uplift at joint 13.
9) Load case(s) 4, 5, 6, 7, 8, 9, 10, 11, 13, 14, 15, 16 has/have been modified. Building designer must review loads to verify that they
are correct for the intended use of this truss.
February 11,2021
Continued on page 2
®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 MTek® 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 {�� pp
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 'y' �Tek�
is 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 ANSIM11 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
WATERSTONE
T22799116
2644817
A08
SPECIAL
1
1erence
[LOTR31f'el
(optional)
tsuuaers mrstsource kmani uty, MI. mant Lxy, FL - 33bbf, 8.43U s Nov 30 2020 MITek Industries, Inc. Wed Feb 10 15:02:38 2021 Page 2
ID:193QGWBBpX3jR187zeOm7kz5?ad-vp9h2yO2d4fwSURy84D2nj1 PfoUYiOQUCOW2QOzmVkF
NOTES-
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 175 lb down and 159 lb up at 7-0-0, 111 lb down and 197 lb up at
9-0-12, 111 lb down and 197 lb up at 11-0-12, 111 lb down and 197 lb up at 13-0-12, 111 lb down and 197 lb up at 15-0-12, 111 lb down and 197 lb up at 17-0-12, 111
lb down and 197 lb up at 19-0-12, 111 lb down and 197 lb up,at 20-7-4, 111 lb down and 197 lb up at 22-7-4, 111 lb down and 197 lb up at 24-7-4, 111 lb down and 197
lb up at 26-7-4, 111 lb down and 197 lb up at 28-7-4, and 111 lb down and 197 lb up at 30-7-4, and 175 lb down and 356 lb up at 32-8-0 on top chord, and 353 lb down
and 128 lb up at 7-1-8, 92 lb down at 9-0-12, 92 lb down at 11-0-12, 92 lb down at 13-0-12, 92 lb down at 15-0-12, 92 lb down at 17-0-12, 92 lb down at 19-0-12, 92 lb
down at 20-7-4, 92 lb down at 22-7-4, 92 lb down at 24-7-4,192 lb down at 26-7-4, 92 lb dawn at 28-7-4, and 92 lb down at 30-7-4, and 353 lb down and 128 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).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pig
Vert: 1-3=-54, 3-9=-54, 9-11=-54, 17-18=-20, 12-17=-20, 12-21=-20
Concentrated Loads (lb)
Vert: 3=-175(B)7=-111(B)9=-175(B)17=-330(B)15=-46(B)12=-330(B)24=-111(B)25=-111(B)26=-111(B)28=-111(B)29=-111(B)30=-111(B)31=-111(B)
32=-111(B)33=-111(13)34=-111(B)35=-111(13)36=-46(B)37=-46(B)38=-46(B)39=-46(B)40=-46(B)41=-46(B)42=-46(B)43=-46(B)44=-46(B)45=-46(B)
46=-46(B) 1
4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pig
Vert: 1-2=42, 2-3=13, 3-27=45, 27-34=26, 9-34=16, 9-10=31, 10-11=21, 17-18=-10, 16-17=-10, 13-16=49(F=59), 12-13=-10, 12-21=-10
Horz: 1-2=-50, 2-3=-22, 9-10=39, 10-11=29
Concentrated Loads (lb)
Vert: 3=130(B)7=156(B)9=257(B)17=108(B)15=-23(B)12=108(B)24=136(B)25=136(B)26=136(B)28=156(B)29=156(B)30=156(B)31=156(B)32=156(B)
33=156(B)34=156(B)35=165(B)36=-23(B)37=-23(B),38=-23(B)39=-23(B)40=-23(B)41=-23(B)42=-23(B)43=-23(B)44=-23(B)45=-23(B)46=-23(B)
5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pig
Vert: 1-2=21, 2-3=31, 3-25=16, 8-25=26, 8-9=45, 9-10=18, 10-11=42, 17-18=-10, 16-17=-10, 13-16=49(F=59), 12-13=-10, 12-21=-10
Horz: 1-2=-29, 2-3=-39, 9-10=22, 10-11=50
Concentrated Loads (Ib)
Vert: 3=159(B) 7=156(B) 9=246(B) 17=108(B) 15=-23(B) 12=108(B)-24=165(B) 25=156(B) 26=156(B) 28=156(B) 29=156(B) 30=156(B) 31=156(B) 32=156(B)
33=1 36(B) 34=1 36(B) 35=1 36(B) 36=-23(B) 37=-23(B), 38=-23(B) 39=-23(B) 40=-23(B) 41 =-23(B) 42=-23(B) 43=-23(B) 44=-23(B) 45=-23(B) 46=-23(B)
6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pig
Vert: 1-2=-26, 2-3=-36, 3-9=-16, 9-10=5, 10-11=15, 17=18=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 12-21=-20
Horz: 1-2=12, 2-3=22, 9-10=19, 10-11=29
Concentrated Loads (lb)
Vert: 3=54(B) 7=197(B) 9=315(B) 17=128(B) 15=-13(B) 12=128(B) 24=197(B) 25=197(B) 26=197(B) 28=197(B) 29=197(B) 30=197(B) 31=197(B) 32=197(B)
33=197(B) 34=197(B) 35=197(B) 36=-13(B) 37=-13(B) 38=-13(B) 39=-13(B) 40=-13(B) 41=-13(B) 42=-13(B) 43=-13(B) 44=-13(B) 45=-13(B) 46=-13(B)
7) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pig
Vert: 1-2=15, 2-3=5, 3-9=-16, 9-10=-36, 10-11=-26, 17-18=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 12-21=-20
Horz: 1-7=-29, 2-3=-19, 9-10=-22, 10-11=-12
Concentrated Loads (lb)
Vert: 3=54(B)7=197(B)9=356(B)17=128(B)15=-13(B)12=128(B)24=197(B)25=197(B)26=197(B)28=197(B)29=197(B)30=197(B)31=197(B)32=197(B)
33=197(B) 34=197(B) 35=197(B) 36=-13(B) 37=-13(13) 38=-13(B) 39=-13(13) 40=-13(13) 41=-13(B) 42=-13(B) 43=-13(B) 44=-13(B) 45=-13(B) 46=-13(B)
8) Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pig
Vert: 1-2=74, 2-3=45, 3-9=45, 9-10=45, 10-11=74, 17-18=-10, 16-17=-10, 13-16=49(F=59), 12-13=-10, 12-21=-10
Horz: 1-2=-82, 2-3=-54, 9-10=54, 10-11=82
Concentrated Loads (lb)
Vert: 3=130(B)7=136(B)9=214(B)17=108(B)15=-23(B)12=108(B)24=136(B)25=136(B)26=136(B)28=136(B)29=136(B)
30=136(13)31=136(B)32=136(B)33=136(13)34=136(13)35=136(B)36=-23(B)37=-23(B)38=-23(B)39=-23(B)40=-23(B)
41=-23(B) 42=-23(B) 43=-23(B) 44=-23(B) 45=-23(B) 46=-23(B)
9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pig
Vert: 1-2=45, 2-3=16, 3-9=16, 9-10=16, 10-11=45, 17-18=-10, 16-17=-10, 13-16=49(F=59), 12-13=-10, 12-21=-10
Horz: 1-2=-53, 2-3=-25, 9-10=25, 10-11=53
Concentrated Loads (lb)
Vert: 3=116(B)7=165(B)9=271(B)17=108(B)15=-23(B)12=108(B)24=165(B)25=165(B)26=165(B)28=165(B)29=165(B)
30=1 65(B) 31 =1 65(B) 32=1 65(B) 33=1 65(B) 34=1 65(B) 35=1 65(B) 36=-23(B) 37=-23(B) 38=-23(B) 39=-23(B) 40=-23(B)
41=-23(B) 42=-23(B) 43=-23(B) 44=-23(B) 45=-23(B) 46=-23(B)
10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pig
Vert: 1-2=-5, 2-3=-16, 3-9=-16, 9-10=-16, 10-11=-5, 17-18=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 12-21=-20
Horz: 1-2=-9, 2-3=2, 9-10=-2, 10-11=9
Concentrated Loads (lb)
Vert: 3=72(B)7=197(B)9=335(B)17=128(B)15=-13(B)12=128(B)24=197(B)25=197(B)26=197(B)28=197(B)29=197(B)
30=197(B)31=197(B)32=197(B)33=197(B)34=197(B)35=197(B)36=-13(B)37=-13(13)38=-13(B)39=-13(B)40=-13(B)
41=-13(8) 42=-13(B) 43=-13(B) 44=-13(13) 45=-13(B) 46=-13(B)
11) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pig
Vert: 1-2=-5, 2-3=-16, 3-9=-16, 9-10=-16, 10-11=-5, 17-18=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 12-21=-20
Horz: 1-2=-9, 2-3=2, 9-10=-2, 10-11=9
Continued on page 3
®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 parametersshown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property 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//TPl1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
y
Ply
LOT 39/1 WATERSTONE
T1'
T22799116
2644817
A08
SPECIAL
1
Jab Reference (optional)
ounyerb nrstauurue triant uny, r-L),, riani ury, rL - 33o0r, 13.43U s Nov 3U 2UZU Mrl ek Industries, Inc. Wed Feb 10 15:02:38 2021 Page 3
ID:193QGWBBpX3jR187zeOm7kz5?ad-vp9h2yO2d4fwSURy84D2nj1 PtoUYiOQUCOW2QOzmVkF
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 3=72(B) 7=197(B) 9=335(B) 17=1 28(B) 15=-1 3(B) 12=128(B) 24=197(B) 25=197(B) 26=1 97(B) 28=1 97(B) 29=197(B) 30=197(B) 31=197(B) 32=1 97(B)
33=197(B)34=197(B)35=197(B)36=-13(B)37=-13(B)38=-13(13)39=-13(B)40=-13(B)41=-13(B)42=-13(B)43=-13(B)44=-13(B)45=-13(B)46=-13(B)
13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-53, 2-3=-61, 3-9=-45, 9-10=-30, 10-11=-22, 17-18=-20, 16-17=-20, 13-16=24(F=44), 12-13=-20, 12-21=-20
Horz; 1-2=9, 2-3=17, 9-10=14, 10-11=22
Concentrated Loads (lb)
Vert: 3=-19(B)7=145(B)9=232(B)17=76(B)15=-13(B)12=76(B)24=145(B)25=145(B)26=145(B)28=145(B)29=145(B)30=145(B)31=145(B)32=145(B)
33=145(B)34=145(B)35=145(B)36=-13(B)37=-13(B)38=-13(B)39=-13(B)40=-13(13)41=-13(B)42=-13(B)43=-13(B)44=-13(B)45=-13(B)46=-13(B)
14) Dead +0.75 Roof Live (bat.) +0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-22, 2-3=-30, 3-9=-45, 9-10=-61, 10-1 1=-53,17-18=-20, 16-17=-20, 13-16=24(F=44), 12-13=-20, 12-21=-20
Horz: 1-2=-22, 2-3=-14, 9-10=-17, 10-11=-9
Concentrated Loads (lb)
Vert: 3=-19(B)7=145(B)9=262(B)17=76(B)15=-13(B)12=76(B)24=145(B)25=145(B)26=145(B)28=145(B)29=145(B)30=145(B)31=145(B)32=145(B)
33=145(B) 34=145(B) 35=145(B) 36=-13(B) 37=-13(B) 38=-13(B) 39=-13(B) 40=-13(B) 41=-13(B) 42=-13(B) 43=-13(B) 44=-13(B) 45=-13(B) 46=-13(B)
15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-37, 2-3=-45, 3-9=-45, 9-10=-45, 10-11=-37, 17-18=-20, 16-17=-20, 13-16=24(F=44), 12-13=-20, 12-21=-20
Horz: 1-2=-7, 2-3=1, 9-10=-1, 10-11=7
Concentrated Loads (Ib)
Vert: 3=-5(B) 7=1 45(B) 9=247(B) 17=76(B) 15=-1 3(B) 12=76(B) 24=1 45(B) 25=1 45(B) 26=1 45(B) 28=1 45(B) 29=1 45(B) 30=1 45(B) 31 =1 45(B) 32=1 45(B)
33=145(13) 34=145(B) 35=145(B) 36=-13(B) 37=-13(B) 38=-13(13) 39=-13(13) 40=-13(B) 41=-13(B) 42=-13(13) 43=-13(B) 44=-13(13) 45=-13(B) 46=-13(B)
16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-37, 2-3=-45, 3-9=-45, 9-10=-45, 10-11=-37, 17-18=-20, 16-17=-20, 13-16=24(F=44), 12-13=-20,.12-21=-20
Horz: 1-2=-7, 2-3=1, 9-10=-1, 10-11=7
Concentrated Loads (Ib)
Vert: 3=-5(B) 7=145(B) 9=247(B) 17=76(B) 15=-13(B) 12=76(B) 24=145(B) 25=145(B) 26=145(B) 28=145(B) 29=145(B) 30=145(B) 31=145(B) 32=145(B)
33=145(B)34=145(B)35=145(B)36=-13(13)37=-13(B)38=-13(13)39=-13(13)40=-13(B)41=-13(B)42=-13(B)43=-13(B)44=-13(B)45=-13(B)46=-13(B)
A WARNING - Verify design pammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mv. 5/19/2020 BEFORE USE.
Design valid for use only with MiTekw0 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 Tek•
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 ANSI7rP/l Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safefylnformatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
LOT 39/1 WATERSTONE
T22799117
2644817
A09
SPECIAL
1
1
Job Reference (optional)
tsuuaers rirstsource (Plant L;ity, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 15:02:39 2021 Page 1
ID:193QG W BBpX3jRl87zeOm7kz5?ad-N?j3GIPhOOnn3e?8iokHKxaYRCp9RtxdRgGcygzmVkE
1.4-0 6-8-0 13-0-0 19-10-0 1-0- 23-10-0 26-8-0 33-0-0 39-8-0 1-0-
1-4-0-0 6-10.0 -2-0 2.10.0 2-10-0 6-4-0 6-8-0 1-4-0
Scale = 1:74.8
c nn r 7
5x8 =
5x6
3x6 =
6x12 MT20HS
5x8 � 3.00 12 5x8
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 0.95
Vert(LL)
0.63 12-13 >757 240
MT20
244/190
TCDL 7.0
LumberDOL 1.25
BC 0.94
Vert(CT)-0.9613-15 >497 180
MT20HS
187/143
BCLL 0.0
Rep Stress Incr YES
WB 0.81
Horz(CT)
0.60 10 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix-MSH
Weight: 199 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied. Except:
3-4,8-9: 2x4 SP M 31, 1-3,9-11: 2x4 SP No.1
1 Row at midpt 6-8
BOT CHORD 2x4 SP M 31 *Except*
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
14-16,12-14: 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, 10=0-8-0
Max Horz 2=-351(LC 8)
Max Uplift 2=-797(LC 10), 10=-797(LC 10)
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=-4917/3040, 3-4=-4613/2864, 4-5=-3032/2004, 5-6=-3037/1932, 6-8=-2899/1832,
8-9=-4664/2728, 9-10=-4929/2866
BOT CHORD 2-16=-2647/4620, 15-16=-1516/2827, 13-15=-1718/3209, 12-13=-1412/2856,
10-12=-2425/4456
WEBS 3-16=-368/396, 4-16=-1041/1945, 4-15=-103/484, 5-15=-339/221, 5-13=-415/327,
8-13=-186/531,8-12=-942/1816,9-12=-298/322
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=5.Opsf; h=15ft; 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 2-7-10, Interior(1) 2-7-10 to 9-0-6, Exterior(2R)
9-0-6 to 16-11-10, Interior(1) 16-11-10 to 21-0-7, Extedor(2R) 21-0-7 to 23-10-0, Exterior(2E) 23-10-0 to 26-4-1, Interior(1) 26-4-1 to
37-0-6, Extedor(2E) 37-0-6 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.
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) Bearing atjoint(s) 2, 10 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 797 lb uplift at joint 2 and 797 lb uplift at
joint 10.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
February 11,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. •
Design valid 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 property 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/71`11 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
PlyJLJOT
39/1 WATERSTONE
T22799118
2644817
A10
SPECIAL
1
b Reference o tional
auurce tmani uty, t-Lj, rlant Laty, t-L - 33bbf, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 15:02:41 2021 Page 1
ID:193QG W BBpX3jR187zeOm7kz5?ad-KOrghzQxw?1 VJy9 WpCmIPMftBOYovrFwu_liljzmVkC
1-4-0 5-11-1 11-0-0 16-10-1 19-0-0 22-9-15 2 -10 0 28-8-0 33-8-15 39-8-0 1-0-
1-4.0 5-11-1 5-0-15 _ 5-10-1 2-1-15 3-9-15 -0- 4-10-0 5-0-15 5-11-1 1-4-0
Scale = 1:74.8
5x6 =
6x12 MT20HS
31
5x8 3.00 F12 5x8
16-10-11
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 1.00
Vert(LL)
0.68 15-17 >704 240
MT20
244/190
TCDL 7.0
LumberDOL
1.25
BC 0.67
Vert(CT)
-0.95 17 >499 180
MT20HS
187/143
BCLL 0.0
Rep Stress Incr
YES
WB 0.56
Horz(CT)
0.55 12 n/a We
BCDL 10.0
Code FBC2020/TPI2014
Matrix-MSH
Weight: 228 lb
FT = 20
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc purlins.
1-4,10-13: 2x4 SP M 31
Except:
BOT CHORD 2x4 SP M 31 'Except'
1 Row at midpt 6-7, 7-10
16-18,14-16: 2x6 SP No.2
BOT CHORD
Rigid ceiling directly applied or 4-6-1 oc bracing.
WEBS 2x4 SP No.3
JOINTS
1 Brace at Jt(s): 7
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 12=0-8-0
Max Horz 2=-351(LC 8)
Max Uplift 2=-797(LC 10), 12=-797(LC 10)
Max Grav 2=1540(LC 1), 12=1540(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4912/3208, 3-4=-4607/2953, 4-5=-4155/2803, 5-6=-4155/2803, 6-7=-3887/2655,
7-9=-3697/2494, 9-10=-3697/2494, 10-11=-4713/2868, 11-12=-4921/3021, 6-8=-336/262,
8-10=359/270
BOT CHORD 2-18=-2784/4606, 17-18=-1907/3299, 15-17=-2254/3973, 14-15=-1844/3338,
12-14=-2569/4446
WEBS 3-18=-326/377, 4-18=-785/1550, 4-17=-577/1023, 5-17=-457/439, 7-17=-172/405,
7-15=-293/294, 10-15=-471/888, 10-14=-703/1474, 11-14=-229/273
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=5.Opsf; h=15ft; 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 2-7-10, Interior(1) 2-7-10 to 7-0-6, Exterior(2R)
7-0-6 to 14-11-10, Interior(1) 14-11-10 to 19-10-6, Exterior(2R) lb-10-6 to 27-9-10, Interior(1) 27-9-10 to 37-0-6, Extedor(2E) 37-0-6
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.
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) Bearing at joint(s) 2, 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 797 lb uplift at joint 2 and 797 lb uplift at
joint 12.
10) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord.
February 11,2021
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 MTeW 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 ANSWP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety on,
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 39/1 WATERSTONE
T22799119
2644817
All
SPECIAL
1
1
Job Reference (optional)
aun0ers rirsiSource (Pram City, t-L),, runt cny, t-L-;t3bb1. 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 15:02:43 2021 Page 1
I D:3xt?Yd6 RbYnXO16Sf6 q hjj z4cnz-Gnya6fS BSd H CYGJ vxdo DU nkCEpBENgyDM I Ep5czm VkA
r1 4-01 6-3-0 9-0-0 17-0-0 20-1-8 23-10-0 31-6-0 39-8-0 41-0-Q
'1-4-0' 6-3-0 2-9-0 ' 8-0-0 3-1-8 3-8-8 7-8-0 8-2-0 14-0
3x6 3.00 F12
13-5-4
5x6 =
14 1a
4x6 =
6x8 =
3x6 =
3x6 =
Scale = 1:73.4
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.97
Vert(LL)
-0.26 11-13 >887 240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.86
Vert(CT)
-0.40 11-13 >582 180
BCLL 0.0
Rep Stress Incr YES
WB 0.87
Horz(CT)
-0.02 13 n/a n/a
BCDL 10.0
Code FBC2020rrP12014
Matrix-MSH
Weight: 198 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 or 5-2-0 oc bracing. Except:
6-13: 2x4 SP
No.3, 9-12: 2x4 SP No.1
3-4-0 oc bracing: 13-15
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 7-13
REACTIONS. (size) 2=0-8-0, 13=0-4-0, 9=0-8-0
Max Horz 2=351(LC 9)
Max Uplift 2=-495(LC 10), 13=-614(LC 10), 9=-482(LC 10)
Max Grav 2=911(LC 15), 13=1807(LC 15), 9=1002(LC 16)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2386/1504, 3-4=-2061/1313, 4-5=-1309/930, 5-6=-245/302, 6-7=-205/413,
7-8=-1244/782, 8-9=-1366/742
BOT CHORD 2-17=-1231/2415, 16-17=-854/1893, 15-16=-473/773, 13-15=-1016/719, 11-13=0/251,
9-11=-454/1151
WEBS 3-17=-327/308, 4-17=-352/913, 4-16=-530/308, 5-16=-141/814, 5-15=-1061/824,
7-13=-688/240, 7-11=-466/1148, 8-11=-537/503
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=5.Opsf; h=15ft; 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 2-7-10, Interior(1) 2-7-10 to 5-0-6, Exterior(2R)
5-0-6 to 12-11-10, Interior(1) 12-11-10 to 19-10-6, Exterior(2R) 19-10-6 to 27-9-10, Interior(1) 27-9-10 to 37-0-6, Exterior(2E) 37-0-6
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 forverifying 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.Opsf.
7) 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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 495 lb uplift at joint 2, 614 lb uplift at
joint 13 and 482 lb uplift at joint 9.
February 11,2021
® 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 collapsewith possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/1rPl1 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
s
Truss Type
City
Ply
LOT 39/1 WATERSTONE
TAr2u4
T22799120
2644817
SPECIAL
1
1
Job Reference o tional
••"----- a •.... "' Y. 0.- J INUV ou cucu call I UK I11UU51neS, rnU. vve0 reD I U-Io:UZ:vo zuzi rage 1
I D:3xt?Yd6 RbYnXO16Sf6 q hjj z4cnz-C94LXLU R_EYwn ZT122rhZCgcNds I reO W pbjwAUzm VkB
1-4-0 7-0-0 9-2-2 111-1 15-0-0 17-1-13 20-1-8 23.10-0 30-11-8 35-4-2 39-8-0 1-0
1-4-0 7-0-0 2-2-2 3-5-14 2-4-0 2-1-13 '2-11-11 3-8-8 7-1-8 4.4-9 4-3-14 1-4-0
3xB �1
5x6
3.00 FIT
8x12 =
18 17 —
6x12 MT20HS =
5x6 =
JO 10 10
3x4 = 3x6 =
14
3x6 =
3x6 =
Scale=1:73.4
7-1-8 9-10-0 11-8-0 15-1-4 20-1-8
20- -0 26-7-2
33-7-10 39-8-0
7-1-8 2-8-8 1-10-0 4-1-4 4-4-4
0-0-8 6-5-2
7-0-8 6-0 6
Plate Offsets (X,Y)— [2:0-1-15 1-2-131,[2:0-3-6 Edge] [3:0-6-0 0-2-81 [10.0-3-0 0-3-01 fl7.0-3-8 0-3-01 [21:0-3-0 0-4-0] [24:0-4-0 0-1-121
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 0.73
Vert(LL) 0.27
23 >891 240
MT20 244/190
TCDL 7.0
LumberDOL 1.25
BC 0.95
Vert(CT) -0.34
23 >725 180
MT20HS 187/143
BCLL 0.0
Rep Stress Incr NO
WB 0.64
Horz(CT) -0.03
17 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix-MSH
Weight: 227 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural woodsheathing directly applied or 2-6-8 cc purlins.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied or 4-9-6 cc bracing. Except:
5-22: 2x8 SP 240OF 2.OE, 19-21: 2x6 SP M 26, 8-17: 2x4 SP M 31
6-0-0 cc bracing: 17-19
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 9-17
WEDGE
Left: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 17=0-4-0, 12=0-8-0
Max Horz 2=351(LC 7)
Max Uplift 2=-709(LC 8), 17=-905(LC 8), 12=-431(LC 8)
Max Grav 2=1171(LC 1), 17=2119(LC 2), 12=965(LC 14)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3391/1822, 3-4=-3057/1795, 4-5=-3044/1865, 5-6=-3427/2073, 6-7=-1394/1009,
7-8=-290/543, 8-9=-238/458, 9-10=-716/373, 10-11=-1419/542, 11-12=-1526/559
BOT CHORD 2-24=-1494/3064, 23-24=-1469/3036, 22-23=-912/1676, 5-21=-243/260,
20-21=-1087/1935, 19-20=-228/455, 17-19=-1116/722, 8-19=-270/228, 14-16=-233/946,
12-14=-372/1319
WEBS 3-24=-433/1145, 3-23=-346/31, 4-23=-219/286, 21-23=-668/1422, 6-21=-802/1678,
6-20=-1539/980, 7-20=-847/1623, 7-19=-1119/684, 9-17=-991/257, 10-16=-681/424,
10-14=-69/464, 9-16=-267/819
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=5.Opsf; h=15ft; 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 forverifying 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.
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) Bearing atjoint(s) 2 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 709 lb uplift at joint 2, 905 lb uplift at
joint 17 and 431 Ib uplift at joint 12.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 159 lb down and 156 lb up at
7-0-0, and 111 lb down and 197 lb up at 9-0-12, and 111 lb down and 197 lb up at 11-0-12 on top chord, and 353 lb down and 124
lb up at 7-1-8, and 92 Ito down at 9-0-12, and 92 Ito down at 11-0-12 on bottom chord. The desiqn/selection of such connection
Fohn r�nr 11 91191
'ontda(n)pegbQresponsibility of others.
® 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 Mi rekV connectors. This design is based only upon parametersshown, and is for an Individual building component, not •
a truss system. Before use, the building designer must verify the applicabilityof design parameters and property incorporate this design Into the overall T
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 'MI ipk�
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/rP/f 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
Oty
Ply
LOT 39/1 WATERSTONE
T22799120
2644817
A24
SPECIAL
1
1
Job Reference (optional)
tnant Uny, rL/, ridnr ury, rL-OaOo1,
6.43U S NOV JU 2UZU MI I eK Industries, Inc. Wed i-et) 1 U 15:U2:45 2U21 Page 2
ID:3xt?Yd6RbYnX016Sf6ghjjz4cnz-C94LXLUR_EYwnZT122rhZCgcNdslre0 WpbjwAUzm Vk8
NOTES-
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, 3-6=-54, 6-9=-54, 9-13=-54, 24-25=-20, 22-24=-20, 19-21=-20, 17-18=-20, 17-28=-20
Concentrated Loads (lb)
Vert: 3=-159(F) 24=-312(F) 23=-46(F) 4=-111(F) 31=-111(F) 33=-46(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 MiTekaO 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 property 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 ANSI1riel1 Quality Criteria, DSE-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 Type
Qty
Ply
LOT 39/1 WATERSTONE
]Truss
T22799121
2644817
B01
SPECIAL
1
1
Job Reference (optional)
Irswource tenant L;Ity, rLI, Flan L;Ity, I-L - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 15:02:46 2021 Page 1
ID:193QGWBBpX3jRI87zeOm7kz5?ad-gMejkhU4lYgnPj2UcmMw6PMmu1 139a11f2FSTiwzmVk7
-1-4-0 8-6-0 11-10-0 19-6-0 27-8-0 29-0-0
1-4-0 8-6-0 3-4-0 7-8-0 6-2,0
4x6 =
1.5x8 STP =
7x10
3x6 II
7-1
Scale=1:56.0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) Well L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.81
Vert(LL) 0.34
10-13 >280 240
MT20 244/190
TCDL 7.0
LumberDOL
1.25
BC 0.98
Vert(CT) -0.43
8-16 >543 180
BCLL 0.0
Rep Stress Incr
YES
WB 0.86
Horz(CT) -0.01
9 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix-MSH
Weight: 145 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-8-11 oc pudins.
BOT CHORD 2x4 SP No.2
'Except`
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
3-9: 2x4 SP No.3
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-4-0, 9=0-8-0, 6=0-8-0
Max Horz 2=317(LC 9)
Max Uplift 2=-403(LC 10), 9=-615(LC 10), 6=-460(LC 10)
Max Grav 2=350(LC 19), 9=1097(LC 1), 6=823(LC 16)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-82/311, 4-5=-950/743, 5-6=-1089/718
BOT CHORD 2-10=-268/183, 9-1 0=-1 020/923, 3-10=414/452,,6-8=432/901
WEBS 4-10=-716/311, 4-8=-466/843, 5-8=-533/527, 8-10=-14/275
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=5.Opsf; h=15ft; 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 2-7-10, Intedor(1) 2-7-10 to 7-10-6, Exterior(2R)
7-10-6 to 15-9-10, Interior(1) 15-9-10 to 25-0-6, Exterior(2E) 25-0-6 to 29-0-0 zone; cantilever left exposed ; porch left 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) 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 403 lb uplift at joint 2, 615 lb uplift at
joint 9 and 460 lb uplift at joint 6.
February 11,2021
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mi-7473 rev. 5/19/2020 BEFORE USE.'
Design valid for use only with MTek® 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 property 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 ANS1771`11 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
City
Ply
LOT 3911 WATERSTONE
T22799122
2644817
B01A
SPECIAL
2
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 15:02:47 2021 Page 1
ID:193QG WBBpX3jR187zeOm7kz57ad-9YC5xl Vi Wroe1 tdgATt9fdvxTR7-bJTVpHvC1 ENzm Vk6
-1-4-0 8-6-0 11-1%0 19-6.0 27-8-0 29-0-0
1-4-0 8-6-0 3.4 7-8-0 8-2-0 1-4-0
4x6 =
10 6x8 = 3x4
1.5x8 STP =
6x12 MT20HS =
27-8-0
Scale=1:56.9
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.82
Vert(LL) -0.28
8-9 >855 240
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.77
Vert(CT) -0.40
8-9 >587 180
MT20HS
187/143
BCLL 0.0
Rep Stress Incr
YES
WB 0.90
Horz(CT) -0.05
9 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix-MSH
Weight: 136 lb
FT = 20
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-10-2 oc purlins.
BOT CHORD 2x4 SP No.2
*Except*
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
8-10,6-8: 2x4
SP No.1
8-5-3 oc bracing: 6-8.
WEBS 2x4 SP No.3
6-0-0 oc bracing: 9-11
WEDGE
WEBS
1 Row at midpt 4-9
Left: 2x6 SP No.2
REACTIONS. (size) 9=0-8-0, 6=0-8-0, 2=0-4-0
Max Horz 2=314(LC 9)
Max Uplift 9=-414(LC 10), 6=-497(LC 10), 2=-565(LC 10)
Max Grav 9=1045(LC 15), 6=1050(LC 16), 2=497(LC 21)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-391/360, 3-4=-313/510, 4-5=-1356/857, 5-6=-1474/812
BOT CHORD 9-11=-401/552, 3-11=-365/380, 8-9=-10/369, 6-8=-515/1247
WEBS 4-9=-557/163, 4-8=-481/1148, 5-8=-537/524
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=5.Opsf; h=15ft; 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 2-7-10, Interior(1) 2-7-10 to 7-10-6, Exterior(21R)
7-10-6 to 15-9-10, Interior(1) 15-9-10 to 25-0-6, Extedor(2E) 25-0-6 to 29-0-0 zone; cantilever left exposed ; porch left 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) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 414 lb uplift at joint 9, 497 lb uplift at
joint 6 and 565 lb uplift at joint 2.
February 11,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1012020 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 property 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 ANSI17P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 39/1 WATERSTONE
T22799123
2644817
B01B
SPECIAL
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 15:02:48 2021 Page 1
ID:193QGWBBpX3jR187zeOm7kz5?ad-dkmT9NWKH9wVe1 BtjBOOBgS5igsc2veyVZxampzmVk5
8-6-0 11-10-0 19-6-0 27-8-0 2"1
8-6-0 ' 3-4-0 ' 7-8-0 B-2-0
4x6 =
Scale=1:53.6
M
Io q
N
10 6x8 = 5x8 = 3x6 =
8-2-0
7-10-0 8,1,D 17-65 27-8-0
' 7A _0 Oki$ 9-4-5 10-1-11
0.1.0
LOADING (psf)
SPACING- 2-0-0
CS1.
TCLL 20.0
Plate Grip DOL 1.25
TC 0.86
TCDL 7.0
Lumber DOL 1.25
BC 0.98
BCLL 0.0 *
Rep Stress Incr YES
WB 0.97
BCDL 10.0
Code FBC2020/iP12014
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
3-9: 2x6 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 9=0-4-0, 6=0-8-0
Max Horz 9=314(LC 9)
Max Uplift 9=-834(LC 10), 6=-334(LC 10)
Max Grav 9=1811(LC 15), 6=824(LC 16)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-641/949, 3-4=-182/546, 4-5=-854/408, 5-6=-972/364
BOT CHORD 2-11=-802/768, 9-11=-831/582, 3-11=-633/575, 8-9=-200/414, 6-8=-115/801
WEBS 4-9=-1093/688, 4-8=-518/1150, 5-8=-546/528
DEFL. in (loc) I/defl L/d PLATES GRIP
Vert(LL) -0.25 8-9 >933 240 MT20 244/190
Vert(CT) -0.51 11-14 >198 120 MT20HS 187/143
Horz(CT) 0.01 6 n/a n/a
Weight: 139 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
2-2-0 oc bracing: 9-11
WEBS 1 Row at midpt 4-9
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=5.Opsf; h=15ft; 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 2-7-10, Interior(1) 2-7-10 to 7-10-6, Exterior(2R)
7-10-6 to 15-9-10, Interior(1) 15-9-10 to 25-0-6, Extedor(2E) 25-0-6 to 29-0-0 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.
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.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 834 lb uplift at joint 9 and 334 lb uplift at
joint 6.
February 11,2021
® 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 property 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 ANSI1rPl1 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 39/1 WATERSTONE
T22799124
2644817
B11
GABLE
1
1
Job Reference o tional
,a',r.,,,y, —1, ruin ny, 11-00001, a.ya0 s tvovaU zuzu mu ex mousmes, Inc. vvea reD iu 1o:uz:wa zuzl rage i
ID:193QG WBBpX3jR187ze0m7kz5lad-SxKrMiXyl T2MGBm3H uvdk2_GOEDpnRL6kDh7JFzmVk4
_ 8-6.0 10-4-0 11-10-0 13.4-0 19-6-0 27-8.0 29.1
rt-4-0 B-6.0 1-10-0 1-6-0 1-6-0 6.2-0 8-2.0 1-4-0
3x4 =
3x8 i 5x8
8 9 10
6.00 12
3x4 i 2x4 II
2x4 II 7 28 2411 2x4 II
2x4 II 6 x4 I I II12k
5x6
7�4
= 5 13
3-0-0
2
1 46 472x4 1148 2x4 I 28 2 11
3x12 MT20HS = x6 2x4 5x8 =
25 , 24 23 22 21 20 19 18
1.5x8 STP =
2x4 II 2x4 II 2x4 II 2x4 11 5x8 =
6x8 = 2x4 11 2x4 11
7-10-0
Scale = 1:64.8
3x6
14
45
_15 r
16Io 4
5x8 11 N
3x4 =
27-8-0
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 0.88
Vert(LL)
0.24 18-19
>988
240
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.92
Vert(CT)
-0.43 17-44
>552
180
MT20HS
187/143
BCLL 0.0
Rep Stress Incr
NO
WB 0.68
Horz(CT)
0.09 15
n/a
n/a
BCDL 10.0
Code FBC20201TP12014
Matrix-MSH
Weight: 217 lb
FT = 20%
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2 "Except*
7-24: 2x6 SP No.2
WEBS
2x4 SP No.3
OTHERS
2x4 SP No.3
BRACING -
TOP CHORD
BOTCHORD
WEBS
JOINTS
REACTIONS. (size) 2=0-3-8, 24=0-8-0, 15=0-8-0
Max Horz 2=315(LC 9)
Max Uplift 2=-639(LC 10), 24=-390(LC 10), 15=-584(LC 10)
Max Grav 2=599(LC 1), 24=790(LC 1), 15=986(LC 16)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-951/1052,3-5=-575/436, 5-6=-564/448,6-7=-533/456, 7-8=-321/566,
10-11=-1211/961, 11-12=-1182/900, 12-13=-1218/857, 13-15=-1336/856
BOT CHORD 2-26=-742/907, 24-26=-281/487, 26-29=193/282, 7-29=-167/258, 23-24=-108/462,
22-23=-108/462, 21-22=-108/461, 20-21=-108/461, 19-20=-108/462, 18-19=-108/462,
17-18=-108/462, 15-17=-516/1134
WEBS 17-34=-454/398, 13-34=-458/327, 22-35=-235/500, 8-35=-217/488, 20-36=-341/164,
10-36=-353/183, 8-10=-609/640, 24-28=-827/248, 8-28=-896/288, 10-32=-553/1082,
32-33=-499/917, 17-33=-476/919, 3-31=-606/695, 30-31=-608/699, 29-30=-608/699
Structural wood sheathing directly applied or 3-10-5 oc pudins.
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
5-10-4 oc bracing: 2-26
7-10-1 oc bracing: 15-17.
6-0-0 oc bracing: 24-26
1 Row at midpt 8-24
1 Brace at Jt(s): 27, 30, 33, 35, 36
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=S.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-0 to 1-10-10, Interior(1) 1-10-10 to 7-10-6, Exterior(2R)
7-10-6 to 15-10-0, Interior(1) 15-10-0 to 25-8-6, Exterior(2E) 25-8-6 to 29-8-0 zone; porch left exposed;C-C for members and forces
8 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 MT20 plates unless otherwise indicated.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) ' This truss has been designed for a live load of 20.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.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 639 lb uplift at joint 2, 390 lb uplift at
joint 24 and 584 lb uplift at joint 15.
ontinued on page 2
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. '
Design valid for use onlywith MTek® 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/7rP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety/nfonnadon available from Truss Plate Institute, 2670 Crain. Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
LOT 39/1 WATERSTONE
T22799124
2644817
B11
GABLE
1
1
Job Reference o tional
tsullaers rirstSource (Plant Urty, rL),. Plant city, FL - 33557, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 15:02:49 2021 Page 2
ID:193QG WBBpX3jR187zeOm7kz5?ad-5xKrMiXy1 T2MGBm3Huvdk2_GOEDpnRL6kDh7JFzmVk4
NOTES-
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11 lb down and 17 lb up at 1-0-0, 10 lb down and 15 lb up at 3-0-0,
and 10 lb down and 15 lb up at 5-0-0, and 10 lb down and 15 lb up at 7-0-0 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: 1-9=-54, 9-16=-54, 26-37=-20, 24-25=-20, 24-40=-20
Concentrated Loads (lb)
Vert: 39=-1 O(F) 47=-9(F) 48=-9(F) 49=-9(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 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 property 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/1rPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
SafetyInformation available from Truss Plate Institute, 2670 Crain Highway; Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 3911 WATERSTONE
T22799125
2644817
C1 V
SPECIAL
6
1
Job Reference (optional)
tdullders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 15:02:52 2021 Page 1
ID:193QG WBBpX3jR187zeOm7kz5?ad-W?_?kZgKOQx7eVeyOTKMgcxUSTC_xkYQBvovazmVkl
-1-4-0 0-11-4
1-4-0 0-11-4
Scale = 1:7.6
Plate Offsets (X,Y)— [2:0-0-15,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 0.23
Vert(LL)
0.00
7 >999 240
MT20 244/190
TCDL 7.0
LumberDOL 1.25
BC 0.04
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
Cade 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 6-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=79(LC 10)
Max Uplift 3=-4(LC 1), 2=-181(LC 10), 4=-14(LC 1)
Max Grav 3=16(LC 10), 2=158(LC 1), 4=35(LC 10)
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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat.
11; 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 chard 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 girders) 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 4 lb uplift at joint 3, 181 lb uplift at joint 2
and 14 lb uplift at joint 4.
February 11,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 property 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/TPI1 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 39/1 WATERSTONE
T22799126
2644817
C3V
SPECIAL
6
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 15:02:53 2021 Page 1
ID:193QG W BBpX3jRi87zeOm7kz5?ad-ziZMC4aT5hYclo4q Wk_Zut96EroFjO_hfrfLSOzmVkO
-1.4-0 2-11-4
' 1-4-0 ' 2-11-4
Scale = 1:12.7
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.23
Vert(LL) -0.01 4-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.12
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 FBC2020rrPI2014
Matrix -MP
Weight: 12 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 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=Mechanical,
Max Horz 2=132(LC 10)
Max Uplift 3=-57(LC 10), 2=-149(LC 10)
Max Grav 3=74(LC 15), 2=196(LC 15), 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=5.Opsf; h=15ft; 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) 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/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 57 lb uplift at joint 3 and 149 lb uplift at
joint 2.
February 11,2021
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119l2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an Individual building component, note
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-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
Qly
Ply
LOT 39/1 WATERSTONE
T22799127
2644817
C5V
SPECIAL
6
1
Job Reference (optional)
builders FirstSource (Plant City, FL), Plant City, FL - 33567,
3x4
8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 15:02:54 2021 Page 1
I D:193QG W B BpX3j RI87zeOm 7kz5?ad-Ru7kPQb 5s?ge MyfO4RVoR5i CnF2SSrEruVO u_Tzm Vk?
4-11-4
4-11-4
r
66
Scale=1:17.6
Plate Offsets (X,Y)— [2:0-0-15,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) Vdefl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.56
Vert(LL) 0.06
4-7 >925 240
MT20 24,4/190
TCDL 7.0
Lumber DOL 1.25
BC 0.44
Vert(CT) -0.07
4-7 >875 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.01
3 n/a n/a
BCDL 10.0
Code FBC2020/LPI2014
Matrix -MP
Weight: 18 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-11-4 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 Horz 2=185(LC 10)
Max Uplift 3=-112(LC 10), 2=-161(LC 10)
Max Grav 3=136(LC 15), 2=265(LC 15), 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=5.Opsf; h=15ft; 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 ANSUTPI 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 112 lb uplift at joint 3 and 161 lb uplift at
joint 2.
February 11,2021
WARNING -Verity design parametersand 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 pp p� T building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing � 1pik• is always required for stability and to prevent collapse with possible personal; injury and property damage. For general' guidance regarding the IVI
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7P11 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
Oty
Ply
WATERSTONET22799128
2644817
D01
Common
2
1rence
FLOT3e9f'el
o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 15:02:55 2021 Page 1
ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-w4h7dmbjdJoV 6EDe901zlE0_fG6BF?_698SWvzmVk_
-1-4-0 5-8-0 10-0-0 14-4-0 20-0-0 21-4-0
1-0-0 5-8-0 ' 4-4-0 4-4-0 5-8-0 1-4-0
a
Scale=1:36.3
4x6 =
3x6 = 5x8 = 3x6 =
M
Io
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(too) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.47
Vert(LL) -0.16
8-11 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.92
Vert(CT) -0.35
8-11 >695 180
BCLL 0.0
Rep Stress Incr YES
WB 0.22
Horz(CT) 0.03
6 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix-MSH
Weight: 90 lb FT = 20
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-10-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 6=0-8-0
Max Horz 2=-232(LC 8)
Max Uplift 2=-450(LC 10), 6=-450(LC 10)
Max Grav 2=812(LC 1), 6=812(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1212/968, 3-4=-928/756, 4-5=-928/756, 5-6=-1212/968
BOT CHORD 2-8=-672/1121, 6-8=-671/1057
WEBS 4-8=-372/587,5-8=-409/438, 3-8=-408/439
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=5.Opsf; h=15ft; 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 2-7-10, Interior(1) 2-7-10 to 6-0-7, Exterior(21R)
6-0-7 to 13-11-10, Interior(1) 13-11-10 to 17-4-6, Exterior(2E) 17-4-6 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450 lb uplift at joint 2 and 450 lb uplift at
joint 6.
February 11,2021
®WARNING - Verily 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 applicabilitylof design parameters and properly incorporate this design into the overall p /� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek" 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 ANS11TPII 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
s
Truss Type
Qty
Ply
LOT 39/1 WATERSTONE
�DO
T22799129
2644817
HipGirder
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL); Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 15:02:56 2021 Page 1
ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-OH FVg6cLOcwMcFpPBsXG W Wnd W318wjb8Lpt?1 LzmVjz
-1-4-0 4-4-12 8-0-0 12-0-0 15-7-5 20-0-0 21-4-0
41-12 3-7-4 4-0-0 3-7-5 4-4-11
I
5x8 =
46 =
3x4 = 2x4 II 5x6 = 3x8 = 2x4 II 3x4
8-0-0
20-0-0
Scale = 1:37.5
Io
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 FBC2020/TP12014
CSI.
TC 0.23
BC 0.36
WB 0.14
Matrix-MSH
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) I/deft Ltd
0.05 11 >999 240
-0.08 10-11 >999 180
0.03 7 n/a n/a
PLATES GRIP
MT20 2441190
Weight: 104 lb FT = 20
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-11-10 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 9-2-5 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 7=0-8-0
Max Horz 2=-192(LC 6)
Max Uplift 2=-450(LC 8), 7=-450(LC 8)
Max Gram 2=812(LC 1), 7=812(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-1326/605,3-4=-1031/530, 4-5=-881/511, 5-6=-1024/526,6-7=-1325/604
BOT CHORD 2-12=-415/1200, 11-12=-415/1200, 10-11=-242/882, 9-10=-414/1147, 7-9=-414/1147
WEBS 3-11=-375/203, 4-11=-72/272, 5-10=-69/272, 6-10=-380/204
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=5.Opsf; h=15ft; 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
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 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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450 lb uplift at joint 2 and 450 lb uplift at
joint 7.
February 11,2021
®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 property 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-89 and BCSI Building Component 6904 Parke East Blvd.
Safefy information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
1p
Jab
Truss
Truss Type
City
Ply
LOT39/1 WATERSTONE
T22799130
2644817
E1
SPECIAL
14
1
Job Reference (optional)
6uuuer5 rlr5touurce trlant l ny, rL), rlant l.Ity, rL - J3001, 6.43U S Nov bU zuzu mi I eK Incustnes, Inc. Wea Feb 10 15:U2:5f 2U21 Page 1
I D:3xt7Yd6RbYnXO16Sf6ghjj z4cnz-sTpt2Rdz9w2D EP Obl a3V3jKo DTAFfCzHaTdZaozmVjy
14-0
I-"
3
(3)- 0.131x3.5'
TOENAILS
Scale = 1:7.8
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) Udefl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.23
Vert(LL)
0.00 7 >999 240
MT20 244/190
TCDL 7.0
LumberDOL 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 FBC2020/TPI2014
Matrix -MP
Weight: 6 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 2=0-8-0, 4=Mechanical
Max Horz 2=88(LC 10)
Max Uplift 2=-190(LC 10), 4=-11(LC 1)
Max Grav 2=158(LC 15), 4=47(LC 6)
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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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 190 lb uplift at joint 2 and 11 lb uplift at
joint 4.
February 11,2021
® 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 MiTeke
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 ANS11TPll 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 39/1 WATERSTONE
T22799131
2644817
E7V
SPECIAL
17
1
Job Reference (optional)
First6ource (viant uty, t-L), t'lant City, t-L - 33557, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 15:02:58 2021 Page 1
ID:193QG WBBpX3jR187zeOm7kz5?ad-KfMFFnebwEA4rZyoJHakbxsm?sJ UOfDQo7M66EzmVjx
-1-4-0 7-0-0
1.4-0 ' 7-0-0
2
3x6
Scale=1:22.9
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 1.00
Vert(LL) 0.23 4-7 >354 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.88
Vert(CT) -0.23 4-7 >356 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.03 3 n/a n/a
BCDL 10.0
Code FBC20201TP12014
Matrix -MP
Weight: 25 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=241(LC 10)
Max Uplift 3=-166(LC 10), 2=-179(LC 10)
Max Grav 3=200(LC 15), 2=341(LC 15), 4=124(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=124nri TCDL=4.2psf; BCDL=S.Opsf; h=15ft; 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) Referto 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 166 lb uplift at joint 3 and 179 lb uplift at
joint 2.
February 11,2021
® 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 8esign 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 ANSIfrPN 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
Qty
Ply
WATERSTONET22799132
FLOTRI9/1
2644817
H1
SPECIAL
3
1eference
(optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 15:02:59 2021 Page 1
ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-oswdT7eDhXlxTjX_t_5z88P6OGse76Ta1 n6fegzmVjw
-2-8-13-1-10-10 1-4-4
0-10-3 1-10-10 1-4-4
Scale = 1:7.6
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL. in (loc) Udefl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.27
Vert(LL) 0.00 7 >999 240
MT20 244/190
TCDL 7.0
LumberDOL 1.25
BC 0.05
Vert(CT) 0.00 7 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.00
Horz(CT) 0.00 2 n/a n1a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -MP
Weight: 7 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc puriins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 2=0-8-0, 4=Mechanical, 3=Mechanical
Max Horz 2=80(LC 8)
Max Uplift 2=-292(LC 8), 4=-26(LC 13), 3=-8(LC 5)
Max Grav 2=223(LC 1), 4=35(LC 8), 3=19(LC 8)
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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat.
II; 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 292 lb uplift at joint 2, 26 lb uplift at joint
4 and 8 lb uplift at joint 3.
February 11,2021
®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 MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
atruss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall
uilding 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•99 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
U041
Truss
Truss Type
City
Ply
LOT 3911 WATERSTONE
T22799133
2644817
H7V
SPECIAL
3
1
Job Reference (optional)
2
ce (Piani City, M), mant uity, t-L - JJbb1, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 15:03:00 2021 Page 1
ID:193QG W BBpX3jRl87zeOm7kz5?ad-G2UOgTfsSrRo5t6AQicCgMyCig2ns UOjGRrDB6zm Vjv
-1-10-10 5-4-1 9-10-1
1-10-10 5-4-1 4-6-0
3x4 -
Scale = 1:22.5
5-4-1
9-10-1
5-4-1
4-6-0
Plate Offsets (X,Y)— [2:0-1-3,Edge)
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) Udefl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.60
Vert(LL) 0.09
6-7 >999 240
MT20 244/190
TCDL 7.0
LumberDOL
1.25
BC 0.63
Vert(CT) -0.12
6-7 >999 180
BCLL 0.0
Rep Stress Incr
NO
WB 0.34
Horz(CT) 0.01
5 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix-MSH
Weight: 41 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-8-1 oc puriins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 6-10-7 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=240(LC 8)
Max Uplift 4=-170(LC 8), 2=-248(LC 8), 5=-163(LC 5)
Max Grav 4=141(LC 1), 2=439(LC 1), 5=300(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-998/624
BOT CHORD 2-7=-689/933, 6-7=-699/932
WEBS 3-7=0/293, 3-6=-918/685
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 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.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) 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 170 lb uplift at joint 4, 248 lb uplift at
joint 2 and 163 lb uplift at joint 5.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 52 lb up at
1-5-12, 67 lb down and 52 lb up at 1-5-12, 80 lb up at 4-3-11, 80 lb up at 4-3-11, and 50 lb down and 174 lb up at 7-1-10, and 50
lb down and 174 lb up at 7-1-10 on top chord, and 23 lb up at 1-5-12, 23 lb up at 1-5-12, 11 lb down and 7 lb up at 4-3-11, 11 lb
down and 7 lb up at 4-3-11, and 51 lb down at 7-1-10, and 51 lb down at 7-1-10 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).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 5-8=-20
FP-hrtjplry 119n91
-ontinued 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 MiTekOa connectors. This design is based only upon parametersshown, 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 M - -
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI TF11 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
Jo
Truss
Truss Type
Qty
Ply
LOT 3911 WATERSTONE
T22799133
2644817
H7V
SPECIAL
3
1
Job Reference (optional)
tdunaers I-irstsource (viant city, t-L), Hlant city, t-L - 33b67, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 10 15;03:00 2021 Page 2
ID:193QG W BBpX3jR187zeOm7kz5?ad-G2UOgTfsSrRo5t6AQicCgMyCig2nsUOjGRrDB6zmVjv
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 11=49(F=24, B=24) 12=36(F=18, 13=18) 13=-99(F=-50, B=-50) 14=23(F=11, 13=11) 15=-11(F=-5, B=-5) 16=.-51(F=-25, B=-25)
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. '
Design valid for use only with MITekO 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 property 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 ANSlfipll 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
a,
Symbols
PLATE LOCATION AND ORIENTATION
3/; 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.
Oi r
For 4 x 2 orientation, locate
plates 0- 1l18' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
*Plate location details available in MiTek 20/20
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.
A 41WML9
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/TP11: 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.
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
(Drawings not to scale)
1 2 3
TOP CHORDS
C1-2 C2-3
WEBS c3v 4
9
O ape U U
a
O a
I.
C7.8 C6-7 C5-,i 0
BOTTOM CHORDS
8 7 6 5
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:
ESR-1311, 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.
© 2012 MiTek® All Rights .Reserved
MITOW
MiTek Engineering Reference Sheet: MII-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 ANSI/TPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI1TPI 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
ANSI/TPI 1 Quality Criteria.
21.The design does not take into account any dynamic
or other loads other than those expressly stated.