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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200
Maitland, Florida 32751
I rF D S P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com
Website: www.fdseng.com
ENDINEERIND ASSOCIATES
May 12, 2021
Building Department
Ref
Adams Homes
Lot:
Lot 4 Blk. 1
Subdivision:
Fort Pierce - Waterston
Address:
5444 Lugo St.
Model:
1820 A RHG 3CF
KA #
21-4884
Truss Company:
Builders First Source
Date of drawings:
4/27/21
Job No.:
2742550
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.
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Note: Truss IDs may vary. �� �5 . • • • • • .. p ��
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If you have any questions, please do not hesitate to call. No 8786
s �
a •
a
Sincerely,
:O ; STA7-
5/12/2021 5/12/2021
l
Y Carl A. Brown, P.E. Scott Lewkowski, P.E. Luis Pablo orres, P.E.
FL. # 56126 FL. #78750 FL. # 8786
FDS Engineering Associates, A TSG Company
"Your Building Code Experts"
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3/12 VLT
A05
3/1 LT
A01 3112 VLTAO
Act
A01
0
Act
y
A01
1 ' L
3/12 VLT 2282
A01AG
/
8'-0"CLG
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3/12 VLT
10'-0"CLG
VALLEY FRAMIN
BY OTHERS
ALI11114
601G
BRG.B'-0"AFFW/KNEEWALLTO10'-0" EXPOSED TO WIND
8'-(7' CLG 2282#
0
0
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CONNECTORS SCHEDULE
ROOF TRUSS
QT
ID
MODEL ROOF UPLIFT SYM
0 11
A-11
LUS24 / JUS24
895 / 835
490
10
1 A
HTU26/ THD26
3600 / 3470
1555 / 2330
.1 LA
0
B
HTU28 / THD28
4680 / 5040
2140 / 2330
1LB
0
C
HTU26-2 / THD26-2
3600 / 3355
2175 / 2340
1 Lc
0
D
HTU28-2 / THD28-2
14680 / 5005
13485 12595
1 1 LO
0
E
HGUS26-2 / THDH26-2
5320 / 5245
2155 / 2340
1 1-
0
F
HGUS28-2 / THDH28-2
17460 / 8025
3235 / 3330
1 LF
0
G
HGUS26-3 / THDH26-3
5230 / 5245
2155 / 2340
1 LG
0
H
HGUS28-3 / THDH28-3
7460 / 7835
3235 / 4370
1 IH
0
J
THJA26 / HJC26
9100 / 8990
4095 / 4370
1, W
3X8NOP
❑+ 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
responsble for confrtming and correlating all quantities and dimensions; selecting fabrication
processes and techniques of construction; coordinating his work with that of all other trades and
performing his work in a safe and satisfactory manner
FDS ENGINEERING ASSOCIATES
Date: 05/1212021 By. ES
Submittal No.: Project No.: 214884 Project Eng.: Luis Torre
Project Name: Adams Homes - Fort Pierce - Waterston - Lot 4 Blk 1
VERIFY ALL DIMENSIONS AND CORING CONDITIONS PRIOR TO APPROVAL
SOME CEILING F NG REQUIRED IN MEW BY BUILDER
MAXWND FORCE RESISnNO SYSTEMICC HYBRID KIND ASCET-16
ENCLOSED
EXPOSURE CATEGORY C
OCCUPANCY CATEGORY II
KIND LOAD 160 MPH
YAND IMPORTANCE FACTOR 1.00
TRUSSES HAVE BEEN DESIGNED FORA 10.0 PSF BOTTOM CHORD LIVE LOAD
NONCONCLRiRENT Y/lm ANY OTHER LIME LOADS
ROOF LOADING FLOOR LOADING
TCLL: 20 PSF TCLL: 40 PSF
TCDL: 07 PSF TCDL: 10 PSF
BCDL: 10 PSF BCDL: 5 PSF
TOTAL: 37 PSF TOTAL: 55 PSF
DURATION: 1.25 DURATION: 1.00
IMPORTANT
This Drawing Must Be Approved And
Returned Before Fabrication Will
Begin. For Your Protection Check All
Dimensions And Conditions Prior To
Approval Of Plan.
SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE
BEEN ACCEPTED.
By Date
CAUTION M
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. lie. 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
Hatch Legend
VAULT
10'CLG
BUILDER:
Adams Homes
ROJECT: Single Family
MODEL- 1 1820 A 3CAR
ADDRESS: 6444 LUGO ST
LOT / BLOCK: 411
SUBDIVISION: WATERSTONE
CITY: FT PIERCE
DRAWN BY: KSANCHEZ
JOB # : 2742550
DATE: I 04/25/2021 I SCALE: NTS
PLAN DATE: 1 2021
REVISIONS:
1.
2.
3.
A
4408 Airport Road
Plant City, FL 33563
Ph.(813) 305.1300
Fax (813) 306.1301
® Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek®
y RE: 2742550 - LOT 4/1 WATERSTONE MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Tampa, FL 33610-4115
Customer Info: Adams Homes Port St Lucie Project Name: 1820 Model: 1820
Lot/Block: 4/1 Subdivision: WATERSTONE
Address: 5444 LUGO ST,
City: Fort Pierce State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/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 29 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date
1
T23720843
A01
4/27/21
2
T23720844
A01 AG
4/27/21
3
T23720845
A01 BG
4/27/21
4
T23720846
A01 CG
4/27/21
5
T23720847
A02
4/27/21
6
T23720848
A03
4/27/21
7
T23720849
A04
4/27/21
8
T23720850
A05
4/27/21
9"
T23720851
A06
4/27/21
10
T23720852
A07
4/27/21
11
T23720853
A08
4/27/21
12
T23720854
B01 G
4/27/21
13
T23720855
B06G
4/27/21
14
T23720856
C1
4/27/21
15
T23720857
C1V
4/27/21
16
T23720858
C3
4/27/21
17
T23720859
C3V
4/27/21
18
T23720860
C5
4/27/21
19
T23720861
C5V
4/27/21
20
T23720862
D01 G
4/27/21
21
T23720863
D02A
4/27/21
22
T23720864
E7
4/27/21
No. Seal# Truss Name Date
23
T23720865
E7V
4/27/21
24
T23720866
E7VP
4/27/21
25
T23720867
G01
4/27/21
26
T23720868
G02
4/27/21
27
T23720869
G03
4/27/21
28
T23720870
H7
4/27/21
29
T23720871
H7V
4/27/21
The truss drawing(s) referenced above have been prepared by MiTek USA, Inc.
under my direct supervision based on the parameters
provided by Builders FirstSource (Plant City, FL).
Truss Design Engineer's Name: Velez, Joaquin
My license renewal date for the state of Florida is February 28, 2023.
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek or TRENCO. Any project specific information included is for MiTek's or
TRENCO's customers file reference purpose only, and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability of the design parameters or the designs for any particular building. Before use,
the building designer should verify applicability of design parameters and properly
incorporate these designs into the overall building design perANSI/TPI 1, Chapter 2.
vIN
fi81'82.
STATE OF :4100.
11111
Joaquin Velez PE N6.68182
MITek USA,.lnc..FLUtt 66.34:
6904 Parke East -Blvd. Tampa FL33610
Date,
April 27,2021
Velez, Joaquin I of I
Job
Truss
Truss Type
Qty
Ply
LOT 411 WATERSTONE
2742550
A01
SPECIAL
13
1
T23720843
B 'Id
Job Reference (optional)
ui ers FIr MOurce (Plant Clty, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:36:56 2021 Page 1
ID:193QGWBBpX3jR187zeOm7kz5?ad-dZj Om?bOhkZ106awKeGocbRBigWrLF WoHe7lgWzMooL
1-4-0 6-3-0 11-11-12 19-10-0 27-8� 31 -0 39-8-0 1-0
1-4-0 6-3-0 5-8-12 7-104 7-10-4 5-8-12 6-3-0 14-0
Scale = 1:72.2
5x6 =
6.00 12
M
0
Jl t.bxb Jl Y=
5x12 � ST1.5x8 STP =
3.00 r12 5x12 Zz
8-8-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc) I/defl Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.96
Vert(LL)
0.49 10-11 >960 240
MT20 2441190
TCDL 7.0
Lumber DOL
1.25
BC 0.75
Vert(CT) -0.83 10-11 >561 180
BCLL 0.0
Rep Stress Incr
YES
WB 0.71
Horz(CT)
0.48 8 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix-SH
Weight: 230 lb 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.2
BOT CHORD
Rigid ceiling directly applied or 6-1-9 oc bracing.
BOT CHORD 2x6 SP M 26 *Except*
WEBS
1 Row at midpt 6-11, 4-12
13-14,10-13: 2x6 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 8=0-8-0
Max Harz 2=433(LC 9)
Max Uplift 2=-810(LC 10), 8=-810(LC 10)
Max Grav 2=1782(LC 15), 8=1782(LC 16)
FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5794/2627, 3-4=-5560/2469, 4-5=-2715/1481, 5-6=2676/1481, 6-7=-5238/2469,
7-8=-5483/2628
BOTCHORD 2-14=2202/5538, 12-14=-1441/3786, 11-12=-649/2204, 10-11=-1441/3291,
8-10=2202/4922
WEBS 5-11=425/1139, 6-11 =-1 4361820, 6-10=682/2000, 7-1 0=-1 88/281, 5-12=-425/1190,
4-12=1522/820, 4-14=-682/2184, 3-14=-173/281
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, Exterior(2R)
15-10-6 to 23-9-10, Interior(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) 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, with BCDL = 10.Opsf.
6) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=810,8=810.
'',�
♦♦ ♦ PQV l N V
♦ �< I
♦ Q �` �0i
i
No 60182
%9 S OF 4U01
,,sso►va��♦
1111,1
Joaquin Velez PE Nq:68182
MfrekUSA, loc. FL Ceft 6634
.6904 Parke East Blvd. Tampa FL 33610
Date:
April 27,2021
® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE.;•
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTP/f Quality Criteria, DSB-99 and SCSI 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 411 WATERSTONE
T23720844
2742550
A01AG
SPECIAL
3
1
Jab Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 2615:36:57 2021 Page 1
ID: 193Q G W B BpX3j RI87zeOm7kz5?ad-51H mzLcOS2hbdG96uMn 18o_N s4oR4i ax WlsrMyzMoo K
r1-4-0 6-3-0 11-11-12 19-10-0 26-8-4 32-8-5 39-M
1-4-0 6-3-0 5-8-12 7-10-4 6-10.4 6-0-1 6-11-11
ST1.5x8 STP =
5x6
3.00 F12
Scale = 1:71.0
5x6 =
6.00 1z
5xs II
5 6
13 t2 3xs =
4x6 =
6x8 =
3x6 =
5-3-8 20-1-8 20-2-0 30-2-9 39-8-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in floc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.94
Vert(LL)
-0.29 10-12 >784 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.99
Vert(CT)
-0.47 10-12 >493 180
BCLL 0.0
Rep Stress Incr YES
WB 0.72
Horz(CT)
-0.06 12 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix-SH
Weight: 212lb 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.2 *Except*
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
6-12: 2x6 SP No.2
1 Row at midpt 6-14
WEBS 2x4 SP No.3
5-11-0 oc bracing: 12-14
WEBS
1 Row at midpt 7-12
REACTIONS. (size) 2=0-8-0, 12=0-4-0, 9=Mechanical
Max Horz 2=425(LC 9)
Max Uplift 2=-502(LC 10), 12=638(LC 10), 9=-360(LC 10)
Max Grav 2=900(LC 15), 12=1887(LC 15), 9=893(LC 16)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2286/1108, 3-4=-1971/938, 4-5=558/520, 5-6=-350/507, 6-7=130/297,
7-8=-1183/653, 8-9=-1367/687
BOT CHORD 2-16=884/2358, 15-16=-362/1181, 14-15=-157/253, 12-14=-1343/531, 6-14=1210/534,
10-12=-140/499, 9-10=-490/1154
WEBS 3-16=322/300, 4-16=-333/1226, 4-15=-994/613, 7-12=-859/510, 7-10=-271/868,
8-10=412/379, 5-15=441/1102
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, Exterior(2R)
15-10-6 to 23-9-10, Interior(1) 23-9-10 to 35-6-10, Extedor(2E) 35-6-10 to 39-6-4 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, with BCDL = 10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
rapacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
2=502,12=638,9=360.
dUl.N 1 VFi���i
No 68182
ir�
'S Of
k.
Ii 0R\•N %
S�O N AE� .�`,,
1,101
Joaquin Velez PE Nti.68182
Mfiek USA, Inc. FL Ceti 6634
.6904:Parke East•B14 Tampa FL 33610
bate:
April 27,2021
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51IM020 BEFORE USE. '
Design valid for use onlywith MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporaryand permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast 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 4/1 WATERSTONE
T23720845
2742550
A01BG
SPECIAL
2
1
Job Reference (option
Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 2615:36:58 2021 Page 1
ID:193QGWBBpX3jRI87zeOm7kz5?ad-ZyrBAhceDMpSFQkIS31GhOWb1 UAPpDu4kycOuOzMooJ
r1-4-4 6-3-0 11-11-12 19-10-0 26.84 32-8-5 39-8-0
1-4-0 6-3-0 5-8-12 7-104
6-11-11
6.00 12
Scale = 1:74.7
ST1.5x6 STP = 10 "' " ' 3x6 =
5x6 % ST1.5x8 STP = 6x8 =
3.00 F12
6x8 =
LOADING (psi)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.72
Vert(LL) -0.27
9-10 >855 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.88
Vert(CT) -0.43
9-10 >541 180
BCLL 0.0
Rep Stress Incr YES
WB 0.46
Horz(CT) 0.08
10 n/a file
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Weight: 197 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-5-1 oc purlins.
BOT CHORD 2x4 SP No.2 `Except*
BOT CHORD
Rigid ceiling directly applied or 5-5-8 oc bracing. Except:
5-10: 2x4 SP No.3, 9-10,8-9: 2x4 SP No.1
1 Row at midpt 5-11
WEBS 2x4 SP No.3
4-5-0 oc bracing: 10-11
WEBS
1 Row atmidpt 4-11,6-10
REACTIONS. All bearings 0-8-0 except (jt=length) 8=Mechanical, 12=0-4-0.
(lb) - Max Horz 2=425(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) except 2=575(LC 10), 10=556(LC
10), 8=-426(LC 10)
Max Grav All reactions 250 lb or less at joint(s) 12 except 2=803(LC 15), 10=1677(LC 15), 8=952(LC 16)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1909/1394, 3-4=-1571/1234, 4-5=-257/427, 5-6=195/450, 6-7=-1219/762,
7-8=-1463/848
BOT CHORD 2-13=1143/2019, 12-13=-581/934, 11-12=581/934, 10-11 =-1 125/403, 5-11=-527/87,
9-10=297/642, 8-9=-631/1239
WEBS 3-13=357/287, 4-11 =-I 096/777, 6-10=-976/555, 6-9=200/814, 7-9=-412/370,
4-13=403/1048
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, Exterior(2R)
15-10-6 to 23-9-10, Interior(1) 23-9-10 to 35-6-10, Exterjor(2E) 35-6-10 to 39-6-4 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, with BCDL = 10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) 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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 575 lb uplift at joint 2, 556 lb uplift at
joint 10 and 426 lb uplift at joint S.
PQU I N
No 681'.V
9 ST
OF :4U•:
v��,�s OR •, O • G�,,�
Joaquin.Uelez PE Nd.68182
MITek USA, Inc. FL Cert 6634.
.6904: Parke East Blvd. Tampa FL 33610
Date:
April 27,2021
WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. ��'
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 quality Criteria, DSB-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 411 WATERSTONE
T23720846
2742550
A01 CG
GABLE
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 2615:37:00 2021 Page 1
ID:193QG WBBpX3jRl87zeOm7kz5?ad-VKyvbMevlz4AUjuhZUKkmRcwOltQH8sNCG5VzHzMacH
r1-4-Q 5-10-0 13-2-0 19-10-0 26-8-4 i 32-85 39-8-0
,14-0 5-10-0 7-4-0 6-8-0 6-104 6-0.1 6.11-11
5x6 I I
5x8 = 18 17 16 15 12 "" "'" '' 5x8 =
3x4 =
LOADING (psf)
SPACING- 2-0-0
CSI.
TCLL
20.0
Plate Grip DOL 1.25
TC 0.79
TCDL
7.0
Lumber DOL 1.25
BC 0.78
BCLL
0.0
Rep Stress Incr YES
WB 0.43
BCDL
10.0
Code FBC2020/TPI2014
Matrix-SH
LUMBER -
TOP CHORD 2x4 SP No.2 'Except*
7-10: 2x4 SP No.1
BOT CHORD 2x4 SP No.3 *Except*
2-15: 2x4 SP No.2 P, 13-14: 2x4 SP No.2, 11-12,10-11:
2x4 SP No.1
WEBS
2x4 SP No.3
OTHERS
2x4 SP No.3
ST1.5x8 STP =
5x6 =
6x8 =
39-8-0
Scale = 1:74.7
DEFL. in (]cc) I/deft L/d PLATES GRIP
Vert(LL) -0.27 11-12 >873 240 MT20 244/190
Vert(CT) -0.43 11-12 >544 180
Horz(CT) 0.07 12 n/a n/a
Weight: 260 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-7-1 cc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing, Except:
10-0-0 cc bracing: 11-12
6-11-5 cc bracing: 10-11.
1 Row at midpt 6-13
6-0-0 cc bracing: 12-13
WEBS 1 Row at midpt 7-12
REACTIONS. All bearings 13-2-0 except at=length) 12=0-8-0, 10=Mechanical.
(lb) - Max Harz 2=412(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) except 2=-210(LC 10), 12=212(LC 10),
17=398(LC 10), 15=300(LC 10). 10=-441(LC 10)
Max Grav All reactions 250 lb or less at joint(s) 2, 16, 18 except 12=1126(LC 16),
17=381(LC 15), 15=728(LC 15), 10=967(LC 16)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-315/354, 4-5=355/351, 5.6=-243/479, 6-7=-231/483, 7-8=-1322/823,
8-10=1612/944
BOT CHORD 14-15=-628/372, 5-14=-509/411, 12-13=518/23, 6-13=-399/67, 11-12=-368/710,
10-11=-750/1415
WEBS 4-17=394/433, 7-12=-996/573, 7-11=-208/848, 8-11=501/410
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, Exterjor(2R)
15-10-6 to 23-9-10, Interior(1) 23-9-10 to 35-6-10, Exterior(2E) 35-6-10 to 39-6-4 zone;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable studs spaced at 2-0-0 cc.
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, with BCDL = I0.0psf.
9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where
used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other
suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion
protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this
CordRsjw1.oBujfltiec2designer to verify suitability of this product for its intended use.
%{1111111/�!
P4v I N V
No 60182
:9'ST. Of
4 .
Joaquln.Velez PE Nq.68182
MiTek USA, Inc. FL Cent 66A
6904 Parke East Blvd. Tampa FL 33610
Date.
April 27,2021
®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 ANS11TP11 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 411 WATERSTONE
FAlulsC
T23720646
2742550
G
GABLE
1
1
Job Reference (optional)
Dunuerm rnarourace triani ury, FL), riani City, rt_ - 335w, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 2615:37:01 2021 Page 2
NOTES -
ID: 193QG WBBpX3jRl87zeOm7kz5?ad-zXWHpifXWHC16tSt7BszJe85BhDfOb6XRwg2VjzMooG
10) Refer to girder(s) for truss to truss connections.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint 2, 212 lb uplift at joint 12, 398 lb uplift at joint 17, 300 lb
uplift at joint 15 and 441 lb uplift at joint 10.
® 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 ANS11TP/1 Duality 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 411 WATERSTONE
T23720647
2742550
A02
SPECIAL
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:02 2021 Page 1
I D:193QG WBBpX3jR187zeOm7kz57ad-Sj4fO2ggHaKuk113hvNCrshEB5XZIz2gfaac29zMooF
r1 4 q 6-3-0 11-11-12 19-0-0 20-6-0, 27-8-4 3.3 _' 391 0 �11-0 Q
5-8-12 7-0-0 1-8-0 7-0-0 5-8-12 6-3-0 1-4-0
Scale=1:75.1
5x6 =
6.00 12 5x6 =
5 6
ST1.5x8 STP = 3x4 = ST1.5x8 STP —
6x8
3.00 12 6x8
B-B-0 15-7-7 19-10-0 24-0-9 311 39-8-0
8-8-0 6-11-7 4-2-9 4-2-9 6-11-7 B-8-0
Plate Offsets (X,Y)-- [2:0-5-9,Edge], [4:0-4-0,0-3-0], [5:0-4-0,0-2-8], [6:0-4-0,0-2-8], [7:0-4-0,0-3-0], [9:0-5-9,Edge]
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
10.0
Code FBC2020/TPI2014
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 No.1
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3 , Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=0-8-0
Max Harz 2=-417(LC 8)
Max Uplift2=-810(LC 10), 9=-810(LC 10)
Max Grav 2=1533(LC 1), 9=1533(LC 1)
CSI.
DEFL.
in (loc) I/defl Ud
PLATES GRIP
TC 0.90
Vert(LL)
0.53 12 >890 240
MT20 244/190
BC 0.86
Vert(CT)
-0.80 11-12 >584 180
WB 0.70
Horz(CT)
0.54 9 n/a n/a
Matrix-SH
Weight: 218 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 4-2-2 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-4678/2623, 3-4=-4460/2503, 4-5=-2621/1685, 5-6=-1866/1397, 6-7=-2621/1685,
7-8=-4460/2503,8-9=-4678/2623
BOT CHORD 2-16=2192/4471, 15-16=-1473/3093, 13-15=-740/1864, 12-13=-740/1862,
11-12=-1473/2962, 9-11=-2192/4181
WEBS 4-16=695/1675, 4-15=-1162/756, 5-15=535/1071, 5-13=-261/320, 6-13=-261/320,
6-12=535/1010, 7-12=-1086/756, 7-11=-695/1545
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 15-0-6, Extedor(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 for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing atjoint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 810 lb uplift at joint 2 and 810 lb uplift at
joint 9.
�Iiilllil/y�
,%'!I� P& I N
No 68182
tOR
j.O `V Z
cej;�s t� N A� Eta.
Joaquin Velez PE Nd.68182
MI7ek USA, Inc. FL t;ert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 27,2021
®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 MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1,7P11 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 411 WATERSTONE
T23720848
2742550
A03
SPECIAL
1
1
Job Reference (optional)
is rnrawuuroe Irian[ City, FL), riani Cary, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:04 2021 Page 1
ID:193QG WB BpX3jR187zeOm7kz5?ad-05CPRkhPpCaczLBSoKPgxHmcBvDiDggz7u3j62zMooD
' 44 6-3-0 11-11-12 17-0-0 22.8-0 27-8-5 3% 39 8-0 41 0-Q
1-4-05-8-12 5-0-5 5-8-0 5-0-4 5-8.12 6-3-0 1-4-D
Scale = 1:75.1
6.00 F12 5x6 =
5x8 =
ST1.5x8 STP = ST1.Sx8 STP =
5x8
3.00 FIT 5x8 zz
17-0-0
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress incr YES
Code FBC2020/TPI2014
CSI.
TC 0.80
BC 0.88
WB 0.94
Matrix-SH
DEFL. in (loc) Well L/d
Vert(LL) 0.53 11-12 >891 240
Vert(CT) -0.79 11-12 >590 180
Horz(CT) 0.49 9 n/a n/a
PLATES GRIP
MT20 2441190
Weight: 235 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 2x6 SP No.2
BOT CHORD
Rigid ceiling directly applied or 4-8-6 oc bracing.
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 6-14
REACTIONS. (size) 2=0-8-0, 9=0-8-0
Max Horz 2=376(LC 9)
Max Uplift 2=-81 O(LC 10), 9=-81O(LC 10)
Max Grav 2=1533(LC 1),9=1533(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4846/2901, 3-4=-4578/2723, 4-5=-2453/1692, 5-6=-2150/1604, 6-7=-2451/1691,
7-8=-4578/2723, 8-9=-4846/2901
BOT CHORD 2-15=2453/4599, 14-15=-1599/3074, 12-14=-998/2148, 11-12=1599/2984,
9-11=2453/4352
WEBS 3-15=261/317, 4-15=-775/1762,4-14=-1183/761, 5-14=-394/792, 6-12=-394/816,
7-12=11111761, 7-11 =-775/1647, 8-11 =-275/317
NOTES-
1) Unbalanced roof live loads have been considered for this design.
%%J1111111/1,
2) �pS 14L 5t1 ftn52Cat.
CEnl.,GC i=018; MWFRS (directional) and C-CExterior 2E) 1-40 to 2-7101nerior 12-7-10 t 13-0-6Exterio
0%
(R)IExP
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
♦ P
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
S�`�•, ��
�� ,�•�;�
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
i
Nb 60.182
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 formula. Building designer
i ST O F
✓ •••
grain should verify
0
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 810 lb uplift at joint 2 and 810 Ito uplift at
joint 9.
Tt• *:
�i �` • R' •'
I��SS% �......•`����.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 66A
6904: Parke East Blvd. Tampa FL 33610
Dafe:
April 27,2021
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 buss 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 ANSYTP11 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
Qly
Ply
LOT4/1 WATERSTONE
T23720849
2742550
A04
SPECIAL
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:05 2021 Page 1
ID:193QG WBBpX3jR187zeOm7kz57ad-slmoe4il aViTbUmeM 1 wvTUJpCJXiyM_6MYoGeUzMooC
r1-4-4 5-11-1 9-6-9 15-0-0 19-10-0 24-8-0 30-1-7 33-8-15 39-8-0 111-0-Q
1-0-0 5-11-1 3-7-9 5-5-7 4-10-0 4-10-0 5-5-7 3-7-9. 5-11-1
Scale = 1:75.1
6.00 12
4x8 11
4x12 ::: 3.00 12
5x6 =
3x4 = 5x6 =
24 6 25 7
4x12 ZZ
4x8 //
c?
0
I9
Iy N
O
8-8-0 15-0-0 24-8-0 i 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)-- [2:0-0-3,1-11-7], [2:0-2-7,0-0-9], [4:0-3-0,0-3-0], [5:0-4-0,0-2-8], [7:0-4-0,6-2-8], [8:0-3-0,0-3-0], [10:0-0-3,1-11-7], [10:0-2-7,0-0-9], [12:0-4-12,0-5-4],
116:0-4-12 0-5-41
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 0.66
Vert(LL) 0.52 13-15 >922 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.96
Vert(CT) -0.89 13-15 >534 180
BCLL 0.0
Rep Stress Incr YES
WB 0.56
Horz(CT) 0.52 10 n/a n/a
BCDL 10.0
Code FBC20201TPI2014
Matrix -AS
Weight: 237 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15,
8-13
WEDGE
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 9)
Max Uplift 2=797(LC 10), 10=797(1_C 10)
Max Grav 2=1803(LC 15), 10=1803(LC 16)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6039/3136, 3-4=-5785/3013, 4-5=-3326/1956, 5-6=-2977/1856, 6-7=-2878/1856,
7-8=-3217/1956, 8-9=-5529/3013, 9-10=-5790/3136
BOT CHORD 2-16=2673/5780, 15-16=-2221/4848, 13-15=-1428/3091, 12-13=-2221/4401,
10-12=-2673/5294
WEBS 4-16=646/1713,4-15=-1974/1031,5-15=-516/1187,7-13=-516/1196,8-13=1866/1031,
8-12=646/1598, 9-12=-259/216, 6-15=-334/191, 6-13=334/191
, i N
NOTES-
1) Unbalanced roof live loads have been considered for this design.
,%� PpIU
O
`��' ENS''•
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.
." V• F•'•• i
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-4-2, Interior(1) 2-4-2 to 11-0-6, Exterior(2R) y
: NO 68,182
11-0-6 to 18-11-10, Interior(1) 18-11-10 to 20-8-6, Extedor(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. S OF (V
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
i Q •
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
'
. R. Q
,�/�s '
will fit between the bottom chord and any other members, with BCDL = 10.Opsf. •
10 ANSI/TPI 1 formula. Building designer
•. •'�`�N,��
�j/ S��
7) Bearing atjoint(s) 2, considers parallel to grain value using angle to grain should verify
*/,O N A'
capacity of bearing surface.
���
8) 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.
Joaquin Velez PE Nd.68182
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
MiTek USA, Inc. FL Chit 6634
sheetrock be applied directly to the bottom chord.
.6904:Parke East Blvd. Tampa FL 33610
Date:
April 27,2021
® 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
MiTek
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke Fast 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 411 WATERSTONE
2742550
A05
SPECIAL
1
1
T23720850
Job Reference (optional)
�•��� �= v ^ _"y' h riarn �I•y, r� - 0000r , 6.431J s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:07 2021 Page 1
ID:193QG WBBpX31R187zeOm7kz5?ad-ogtY3mj 167yBgowl TSyNYv0626ExQDO PpsHNiNzMooA
r1-4-Q 6-8-0 13-0-0 19-10-0 26-8-0 33-0-0 39 8-0 41 0-0
1-4-0' 6-8-0 6-40 6-10-0 6-10-0 6-4-0 6-8-0 1-4-0
Sx6 =
6.00 F12
4 17 18
3x4 = 5x6 =
5 19 206
S 1 1.SXti 5I H =
ST1.5x8 STP =
6x8
3.00 F12
-5
31-0-0
6x8
Scale = 1:75.1
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TPI2014
CSI.
TC 0.89
BC 0.91
WB 0.76
Matrix-SH
DEFL. in (loc) I/defl Lid
Vert(LL) 0.55 11-13 >845 240
Vert(CT) -0.89 11-13 >526 180
Horz(CT) 0.57 8 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 190 lb 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 3-10-15 oc bracing.
BOT CHORD 2x4 SP No.2 *Except*
2-14,8-10: 2x4 SP No.1
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3 , Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 8=0-8-0
Max Horz 2=294(LC 8)
Max Uplift 2=810(LC 10), 8=-810(LC 10)
Max Grav 2=1533(LC 1), 8=1533(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4722/2949, 3-4=-4466/2806, 4-5=-2924/2005, 5-6=-2924/2005, 6-7=-4466/2806,
7-8=-4722/2949
BOT CHORD 2-14=2492/4340, 13-14=-1444/2714, 11-13=-1702/3110, 10-11 =-I 444/2714,
8-10=2492/4222
WEBS 3-14=282/338, 4-14=-985/1859, 4-13=-1 42/522, 5-13=-394/275, 5-11 =-394/275,
6-11 =142/522,6-10=-985/1749,7-10=-292/338
Vc/�I,,
NOTES-
`,v'N
,. P `< 4;
�' ,� G E N S� ✓ice
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. i
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 9-0-6, Exterior(2R) NO 68182
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, 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 =p
to the use of this truss component. -�3 ` S T F
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.
.0 ;AN , k. Q' •� _ '�
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
�i `` •' •, R: i •• \ ��
�t ' ` •'' `� �%
members.
7) Bearing to ANSIlfPI
.S
N A1- 1% ,
parallel grain value using 1 angle to grain formula. Building designer should verify
4f/S�()
capacity of/bearing surtace.iders
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 810 lb uplift at joint 2 and 810 lb uplift at
Joaquin Velez PE N6,68182
joint 8.
M1Tek.USA, Inc. FIL Oert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 27,2021
® WARNING -vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. °
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek°
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety/ntomtatiun available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 411 WATERSTONE
T23720851
2742550
A06
SPECIAL
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:08 2021 Page 1
ID: 193QG WB BpX3jR187zeOm7kz5lad-GtRwH5kwtQ42SyVD1 AUc57xG6Wa29j8Z2V1 wFpzMoo9
r1-4-0 5-11-1 11-0-0 17-0-0 22-8-0 28-M 33-8-15 39- :2 p1-0-q
1 4-0 5-11-1 5 0_15 6-0-0 5-8-0 6-0-0 5 0-15 5-11-1 1 4-0
5x6 = 2x4 II 5x6 =
4 18 19 ° 20 21 7
5x6 =
ST1.5x8 STP = ST1.5x8 STP =
6x8
3.00 12
6x8 Zz
Scale = 1:73.6
8-8-0 16-10-11
22-9-5
31-0-0 39-8-0
6-8-0 8-2-11
5-10-11
8-2- 11 8-8-0
Plate Offsets (X Y)-- [2:0-5-9,Edge],[4:0-3-8 0-2-41[6:0-3-0,0-3.0] [7:0-3-8 0-2-4] [9:0-5-9 Edge]
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 0.94
Vert(LL)
0.68 12-14 >689 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0,86
Vert(CT) -0.97 12-14 >481 180
BCLL 0.0
Rep Stress Incr YES
WB 0.54
Horz(CT)
0.57 9 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix-SH
Weight: 209 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.1 'Except'
BOT CHORD
Rigid ceiling directly applied or 3-11-8 cc bracing.
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=810(1_C 10), 9=-810(LC 10)
Max Grav 2=1533(LC 1), 9=1533(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4676/2926, 3-4=-4455/2724, 4-5=-3991/2570, 5-6=-3991/2571, 6-7=-3994/2572,
7-8=-445512724, 8-9=-4675/2926
BOT CHORD 2-15=2472/4227, 14-15=-1709/3153, 12-14=-2149/4007, 11-12=-1710/3155,
9-11=2472/4178
WEBS 3-15=214/309, 4-15=-702/1462,4-14=-493/1086, 5-14=-319/298, 6-12=-376/300,
7-12=493/1086, 7-11=-699/1408, 8-11=227/308
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 24-8-6, Exterior(2R) 24-8-6 to 32-7-10, Interior(1) 32-7-10 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) 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 ANSIfTPI 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 810 lb uplift at joint 2 and 810 lb uplift at
joint 9.
��f 1111 UqI�
J GE'NS .�
No 68182
` r
r �
9 'ST OF t 41:
I111,_
Joaquin Velez PE Nd.68182
MiTek USA, Inc. FL Cert 6634
6 kParke East Blvd. Tampa FL 33610
0afe:
April 27,2021
® WARNING - Vedfy 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 pare meters 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. Add Rio nal temporary and permanent bracing Mew
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-B9 and BCSI Building Component 6904 Parke Fast 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 4/1 WATERSTONE
2742550
A07
SPECIAL
1
1
T23720852
Job Reference (optional)
„„C)LirCG tr,a,,r �,ry, rL/, rmni Cny, FL - ooaor, 8.430 s Apr 20 2021 MiTek Industries, Inc. Man Apr 26 15:37:10 2021 Page 1
ID: 193QGWBBpX3jRIB7zeOm7kz57ad-DFZginmAO2KIhGec9aW5AYOe6KM8ddArVpW1 KizMoo7
1-4-0 4-65 9-0-0 15-10-8 23-9-8 30-8-0 35-1-11 39-8-0 1-0-
1.4-0 4-65 4-511 6-10-8 7-10-15 6-105 4-5-11 4-15 1-4-0
Scale = 1:73.6
5x6 =
3x4 =
5x8 =
6.00 F12
4 21 2223
5
6
5x6 =
2425 26 7
3x4
3x4 - ry
3 20
827
N
19
28
1 2
17 16
15 14
O
9
13 12 10 1c+
0 18
5x6 = 3x4 =
3x6 =
Iv
= d
3x4 = 5x6 11
ST1.5xe STP = 2x4 I I
3x4 =
2x4 11
ST1.5x8 STP =
4x6 :: 3.00 12
4x6
-B1
-ti6-05 I4B-
I 128-0 12�-14
197-1020
2-0-0
3100 -1-39-8-0
4 0
2-0
411 4-6-5-0
--0-044-
Plate Offsets (X,Y)-- [2:0-3-14 Edoe] [4:0-3-0 0-2-0] [6:0-4-0 0-3-0]
[7:0-3-0 0-2-0] [9:0-3-14 Ed e]
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 0.78
Vert(LL)
0.21 15-16 >745 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.50
Vert(CT)
0.17 15-16 >943 180
BCLL 0.0
Rep Stress Incr
NO
WB 0.57
Horz(CT)
0.03 9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Weight: 191 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-7-10 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3
6-0-0 oc bracing: 15-16,13-15.
WEDGE
Left: 2x4 SP No.3 , Right: 2x4 SP No.3
REACTIONS. All bearings 0-8-0 except Qt=length) 16=0-4-0, 13=0-4=0.
(lb) - Max Harz 2=-212(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) except 2=-312(LC 10), 9=-326(LC 10), 16=-675(LC 10),
13=-703(LC 10)
Max Grav All reactions 250 lb or less at joint(s) except 2=461(LC 15), 9=538(LC 16), 16=1106(LC 19), 13=1162(LC
20)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-917/450, 3-4=338/147, 4-5=-287/644, 5-6=-74/688, 6-7=-307/675, 7-8=-470/228,
8-9=-1055/524
BOT CHORD 2-118=251/931, 17-18=-257/935, 16-17=28/292, 15-16=-301/136, 13-15=-391/248,
12-13=0/331, 11-12=323/894, 9-11=-317/890
WEBS 3-17=553/413, 4-17=-39/401, 4-16=-951/598, 5-16=-787/686, 5-15=-513/208,
6-15=487/295, 7-12=58/372, 8-12=-542/404, 6-13=-766/671, 7-13=961/665
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 26-8-6, Exterior(2R) 26-8-6 to 34-7-10, Interior(t) 34-7-10 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing atjoint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 312 lb uplift at joint 2, 326 lb uplift at
joint 9, 675 lb uplift at joint 16 and 703 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).
Continued on Dane 2
I N
C
No6818
iz
�.' ST OF •414:
OR 1 Q,P �.N %
Joaquin Velez PE Nti.6$182
MiTek USA', [nc. FL Cert 66A
6904:Parke East Blvd. Tampa FL 33610
Date:
ADri 127.2021
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. '
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek*
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety/nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 4/1 WATERSTONE
T23720852
2742550
A07
SPECIAL
1
1
Job Reference a tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
8.430 s Apr 20 2021 MiTek Industries, Inc. Man Apr 26 1 b:3(:1 U ZUZ1 Yage 2
ID:193QG WB BpX3jR187zeOm7kz5lad-DFZginmAO2KIhGec9a W5AYOe6KM8ddArVp W1 KizMoo7
LOAD CASE(S) Standard Except:
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pig
Vert: 1-4=-54, 4-7=-54, 7-10=-54, 2-17=-20, 12-17=-20, 9-12=-20
4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60
Yniform Loads (plf)
Vert: 1-2=105, 2-19=59, 19-20=47, 4-20=70, 4-22=70, 22-25=47, 7-25=70, 7-27=70, 27-28=47, 9-28=59, 9-10=105, 2-17=-10, 16-17=10, 13-16=20(F=30),
12-13=-10, 9-12=-10
Harz: 1-2=-113, 2-19=67, 19-20=-56, 4-20=-78, 7-27=78, 27-28=56, 9-28=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, 2-17=-20, 16-17=-20, 13-16=10(F=30), 12-13=20, 9-12=-20
Harz: 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, 4-23=45, 23-26=26, 7-26=16, 7-9=31, 9-10=21, 2-17=10, 16-17=-10, 13-16=20(F=30), 12-13=-10, 9-12=-10
Harz: 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, 4-21=16, 21-24=26, 7-24=45, 7-9=13, 9-10=42, 2-17=10, 16-17=-10, 13-16=20(F=30), 12-13=-10, 9-12=-10
Harz: 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, 2-17=-20, 16-17=-20, 13-16=10(F=30), 12-13=-20, 9-12=-20
Harz: 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, 2-17=-20, 16-17=-20, 13-16=1O(F=30), 12-13=-20, 9-12=-20
Harz: 1-2=29, 2-4=-19, 7-9=-22, 9710=-12
10) Dead +0.6 MWFRS Wind (Pos. Intemal) 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, 2-17=10, 16-17=-10, 13-16=20(F=30), 12-13=10. 9-12=10
Harz: 1-2=82, 24=-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, 24=16, 4-7=16, 7-9=16, 9-10=45, 2-17=-10, 16-17=-10, 13-16=20(F=30), 12-13=10, 9-12=10
Harz: 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, 2-17=-20, 16-17=-20, 13-16=10(F=30), 12-13=-20, 9-12=-20
Harz: 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, 2-17=-20, 16-17=-20, 13.16=10(F=30), 12-13=-20, 9-12=-20
Harz: 1-2=9, 2-4=2, 7-9=2, 9-10=9
15) 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, 2-4=61, 4-7=-45, 7-9=-30, 9-10=-22, 2-17=-20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 9-12=-20
Harz: 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, 2-17=-20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 9-12=-20
Harz: 1-2=-22, 2-4=-14, 7-9=-17, 9-10=-9
17) 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, 2-4=45, 4-7=-45, 7-9=-45, 9-10=-37, 2-17=-20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 9-12=-20
Harz: 1-2=7, 2-4=1, 7-9=1, 9-10=7
18) 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, 24=45, 4-7=-45, 7-9=-45, 9-10=-37, 2-17=-20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 9-12=-20
Harz: 1-2=-7, 2-4=1, 7-9=1, 9-10=7
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. '
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 4/1 WATERSTONE
T23720853
2742550
A08
SPECIAL
1
1
Job Reference (optional)
• •• "•""•' "� �• "' ^ ^n �h ��� �� •n,Y, o.9Ju s Apr zu GUG I mi I eK Nausmes, Inc. Mon Apr 2t5 ib:3/:1 l 2u21 Page 1
ID:193QG WBBpX3jRI87ze0m7kz5lad-hS73v7no9LScJPDoIII KjlZncjcTM_X7kTFas8zMoo6
1 4 0 7-0-0 12-3-1 16-0-8 19-10-0 22-5-14 26 3-5 322 39-M 1-0
1-4-0 7-0-0 5-3-1 3-9-8 3-9-8 2-7-14 3-9-8 6-4-11 7-0-0 1-4-0
6.00 12 5x6 = 3x8 = 3x4 = 2x4 II 5x6 = 5x12 = , 5x6 —
3 18 19 4 2021 22 5 23 24 6 25 7 26 827 28 29 9
m 2
.iI 1
d
ST1.5x8 STP =
3x6
3.00 F12
7-1-8
3x8 =
39-8-0
ST1.5x8 STP =
5x6
Scale = 1:73.6
Plate Offsets (X,Y)--
[2:0-0-10.Edge], [3:0-3-0,0-2-0], [4:0-3-8,0-1-8], [7:03-0,0-3-0], [8:0-3-8,0-2-8], [9:0-4-0,0-2-8], [10:0-4-7,Edge], [12:0-8-0,0-0-8], [13:0-3-8,0-3-0],
[16:0-3-8,0-3-01 [17:0-5-8 0-0-81
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 0.86
Vert(LL)
0.24 14-16
>709
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.87
Vert(CT)
-0.27 14-16
>635
180
BCLL 0.0
Rep Stress Incr NO
WB 0.94
Horz(CT)
0.07 10
file
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Weight: 179 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD
7-9: 2x4 SP No.1 BOT CHORD
BOT CHORD 2x4 SP No.2 WEBS
WEBS 2x4 SP No.3
WEDGE
Right: 2x4 SP No.3
REACTIONS. All bearings 0-8-0 except (jt=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=-362(LC 8), 10=-445(LC 8).
16=-1709(LC 8),13=-1849(LC 8)
Max Grav All reactions 250 lb or less at joint(s) except 2=602(LC 1). 10=700(LC 1).
16=2275(LC 1), 13=2378(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1151/341, 3-4=-933/356, 4-5=-632/1043, 5-6=-775/1231, 6-7=775/1231,
7-8=-706/1076,8-9=-1294/649,9-10=-1549/671
BOT CHORD 2-17=205/984, 16-17=-1043/843, 14-16=-548/221, 13-14=-465/179, 12-13=-1077/936,
10-12=-455/1346
WEBS 3-17=147/318, 4-16=-1312/942, 5-16=-1420/1451, 5-14=-610/696, 6-14=-420/437,
7-14=761/737,7-13=-1411/1476,8-13=-1431/1132,9-12=-46/367,4-17=1025/2111,
8-12=1408/2480
Structural wood sheathing directly applied or 3-2-6 oc purlins.
Rigid ceiling directly applied or 5-2-7 oc bracing.
1 Row at micipt 8-12
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 chord and any other members.
7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSIIrPI 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 362 lb uplift at joint 2, 445 lb uplift at
joint 10, 1709 lb uplift at joint 16 and 1849 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.
;ontinued on oaae 2
\\IIIIIIIj��
I N
No 60182
to -S #_C0 F �•�
i0�� • AC..
.� Q P,,� N
0iS.R'�. C?-��
Joaquin.Velez PE Nd.68182
MiTek 11SA, Inc. FL 66rt 6634
.6904:Parke East, Blvd. Tampa FL 33610
Date:
ADril 27.2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. •
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and 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/TP/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 Waldod, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 4/1 WATERSTONE
T23720853
2742550
A08
SPECIAL
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33b6/, UAJU s Apr zu zuzi mi i eK Inaustries, inc. mon Apr zo -I o:or: _i _i zuz i rage z
ID:193QGWBBpX31R187zeOm7kz5?ad-hS73v7no9LScJPDoil1 KjlZncjcTM_X?kTFas8zMoo6
NOTES-
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 175 Ib down and 159 Ib up at 7-0-0, 111 Ib down and 197 Ib up at
9-0-12, 111 Ib down and 197 Ib up at 11-0-12, 111 Ib down and 197 Ib up at 13-0-12, 111 Ib down and 197 Ib up at 15-0-12, 111 Ib down and 197 Ib up at 17-0-12, 111
Ib down and 197 Ib up at 19-0-12, 111 Ib down and 197 Ib up at 20-7-4. 111 Ib down and 197 Ib up at 22-7-4, 111 Ib down and 197 Ib up at 24-7-4, 111 Ib down and 197
Ib up at 26-7-4. 111 Ib down and 197 Ib up at 28-7-4, and 111 Ib down and 197 Ib up at 30-7-4, and 175 Ib down and 356 Ib up at 32-8-0 on top chord, and 353 Ib down
and 128 Ib up at 7-1-12, 92 Ib down at 9-0-12, 92 Ib down at 11-0-12, 92 Ib down at 13-0-12, 92 Ib down at 15-0-12, 92 Ib down at 17-0-12, 92 Ib down at 19-0-12, 92
-lb down at 20-7-4, 92 Ib down at 22-7-4, 92 Ib down at 24-7-4, 92 Ib down at 26-7-4, 92 Ib down at 28-7-4, and 92 Ib down at 30-7-4, and 353 Ib down and 128 Ib up at
32-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-9=-54, 9-11=-54, 2-17=-20, 12-17=-20, 10-12=-20
Concentrated Loads (lb)
Vert: 3=-175(B) 7=-11l(B) 9=-175(B) 17=-330(B) 15=46(8) 12=-330(B) 18=-111(B) 19=-111(B) 20=111(B) 22=-111(B) 23=-111(B) 24=-111(B) 25=-111(B)
• 26=-111(B) 27=-111(B) 28=11l(B) 29=-11l(B) 30=-46(8) 31=-46(B) 32=-46(B) 33=46(13) 34=46(B) 35=46(13) 36=-46(B) 37=-46(B) 38=-46(B) 39=-46(B)
40=-46(B)
4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=42,2-3=13,3-21=45,21-28=26,9-28=16,9-10=31,10-11=21,2-17=-10,16-17=-10,13-16=49(F=59),12-13=-10,10-12=-10
Harz: 1-2=-50, 2-3=-22, 9-10=39, 10-11=29
Drag: 3-4=-0, 8-28=0, 9-28=0
Concentrated Loads (lb)
Vert: 3=130(B) 7=156(B) 9=257(B) 17=108(B) 15=-23(B) 12=108(B) 18=136(B) 19=136(B) 20=136(B) 22=156(B) 23=156(8) 24=156(B) 25=156(B) 26=156(B)
27=156(B) 28=156(B) 29=165(B) 30=-23(B) 31=-23(B) 32=23(B) 33=23(B) 34=-23(B) 35=-23(B) 36=-23(B) 37=-23(B) 38=23(13) 39=-23(B) 40=-23(B)
5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=21,2-3=31,3-19=16,8-19=26,8-9=45,9-10=13,10-11=42,2-17=10,16-17=-10,13-16=49(F=59),12-13=-10,10-12=-10
Harz: 1-2=29, 2-3=-39, 9-10=22, 10-11=50
Drag: 3-19=-0, 4-19=0, 8-9=0
Concentrated Loads (lb)
Vert: 3=159(B) 7=156(8) 9=246(B) 17=108(B) 15=-23(B) 12=108(B) 18=165(B) 19=156(B) 20=156(B) 22=156(B) 23=156(B) 24=156(B) 25=156(B) 26=156(B)
27=136(B) 28=136(B) 29=136(B) 30=-23(B) 31=-23(B) 32=23(B) 33=23(8) 34=-23(B) 35=-23(B) 36=-23(B) 37=-23(B) 38=23(13) 39=-23(B) 40=-23(B)
6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pH)
Vert: 1-2=-26, 2-3=36, 3-9=-16, 9-10=5, 10-11=15, 2-17=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 10-12=-20
Harz: 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) 18=197(B) 19=197(B) 20=197(8) 22=197(B) 23=197(B) 24=197(B) 25=197(B) 26=197(B)
27=197(B) 28=197(B) 29=197(B) 30=-13(B) 31=-13(B) 32=13(13) 33=13(B) 34=-13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=13(B) 39=-13(B) 40=-13(B)
7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=15, 2-3=5, 3-9=-16, 9-10=-36, 10-11=-26, 2-17=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 10-12=20
Harz: 1-2=-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) 18=197(B) 19=197(B) 20=197(B) 22=197(B) 23=197(B) 24=197(B) 25=197(B) 26=197(B)
27=197(8) 28=197(B) 29=197(B) 30=-13(B) 31=-13(B) 32=13(B) 33=13(8) 34=-13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=13(B) 39=-13(B) 40=-13(B)
8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=74, 2-3=45, 3-9=45, 9-10=45, 10-11=74, 2-17=10, 16-17=-10, 13-16=49(F=59), 12-13=-10, 10-12=-10
Harz: 1-2=82, 2-3=-54, 9-10=54. 10-11=82
Drag: 3-4=-0, 8-9=0
Concentrated Loads (lb)
Vert: 3=130(8)7=136(B)9=214(B)17=108(B)15=-23(B)12=108(8)18=136(B)19=136(8)20=136(B)22=136(B)23=136(B)
24=136(B)25=136(B)26=136(6)27=136(8)28=136(B)29=136(B)30=-23(B)31=-23(B)32=-23(B)33=23(B)34=-23(B)
35=-23(B) 36=23(B) 37=23(131) 38=-23(B) 39=-23(B) 40=-23(B)
9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=45, 2-3=16, 3-9=16, 9-10=16, 10-11=45, 2-17=10, 16-17=-10, 13-16=49(F=59), 12-13=-10, 10-12=-10
Harz: 1-2=-53, 2-3=-25, 9-10=25, 10-11=53
Drag: 3-4=-0, 8-9=0
Concentrated Loads (lb)
Vert: 3=116(B) 7=165(B) 9=271(B) 17=108(B) 15=-23(B) 12=108(B) 18=165(B) 19=165(B) 20=165(B) 22=165(B) 23=165(B)
24=165(B)25=165(B)26=165(B)27=165(6)28=165(B)29=165(8)30=-23(B)31=-23(B)32=-23(B)33=23(B)34=-23(B)
35=-23(B) 36=23(13) 37=23(B) 38=-23(B) 39=-23(B) 40=-23(B)
10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-5, 2-3=-16, 3-9=16, 9-10=-16, 10-11=-5, 2-17=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 10-12=-20
Harz: 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) 18=197(B) 19=197(B) 20=197(B) 22=197(B) 23=197(B)
24=197(B) 25=197(B) 26=197(B) 27=197(B) 28=197(B) 29=197(B) 30=-13(8) 31=-13(B) 32=-13(B) 33=13(8) 34=-13(B)
35=-13(8) 36=13(B) 37=13(B) 38=-13(B) 39=-13(B) 40=-13(B)
11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60
Continued on Daae 3
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP11 Duality 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 411 WATERSTONE
T23720853
2742550
A08
SPECIAL
1
1
Job Reference (optional)
•�•���-k..r,L VLr, FL- 0000r, n.gaU S Apr zu zuzl Ml l eK lnaustnes,Inc. Mon Apr 25 15:37:11 2021 Page
ID: 193QGWBBpX3jRI87zeOm7kz5?ad-hS73v7no9LScJPDoi 11 KjlZncjcTM_X?kTFas8zMoo6
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-2=-5, 2-3=-16, 3-9=16, 9-10=-16, 10-11=-5, 2-17=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 10-12=-20
Harz: 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)18=197(B)19=197(B)20=197(B)22=197(B)23=197(B)24=197(B)25=197(B)26=197(B)
27=197(B) 28=197(B) 29=197(B) 30=-13(B) 31=-13(B) 32=13(B) 33=13(B) 34=-13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=13(B) 39=-13(B) 40=-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, 2-17=-20, 16-17=-20, 13-16=24(F=44), 12-13=-20, 10-12=-20
Harz: 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) 18=145(B) 19=145(B) 20=145(B) 22=145(B) 23=145(B) 24=145(B) 25=145(B) 26=145(B)
27=145(B) 28=145(B) 29=145(B) 30=-13(8) 31=-13(B) 32=13(B) 33=13(B) 34=-13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=13(B) 39=-13(B) 40=-13(B)
14) 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, 2-3=-30, 3-9=-45, 9-10=-61, 10-11=-53, 2-17=-20, 16-17=-20, 13-16=24(F=44), 12-13=-20, 10-12=-20
Harz: 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) 18=145(B) 19=145(B) 20=145(B) 22=145(8) 23=145(B) 24=145(B) 25=145(B) 26=145(B)
27=145(8) 28=145(B) 29=145(B) 30=-13(B) 31=-13(B) 32=13(B) 33=13(B) 34=-13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=13(1]1) 39=-13(B) 40=-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, 2-17=-20, 16-17=-20,13-16=24(F=44), 12-13=-20, 10-12=-20
Harz: 1-2=-7, 2-3=1, 9-10=-1, 10-11=7
Concentrated Loads (lb)
Vert: 3=-5(B) 7=145(B) 9=247(B) 17=76(B) 15=-13(B) 12=76(B) 18=145(B) 19=145(B) 20=145(B) 22=145(B) 23=145(B) 24=145(B) 25=145(B) 26=145(B)
27=145(B) 28=145(B) 29=145(B) 30=-13(B) 31=-13(B) 32=13(B) 33=13(B) 34=-13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=13(B) 39=-13(B) 40=-13(8)
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, 2-17=-20, 16-17=-20, 13-16=24(F=44), 12-13=-20, 10-12=-20
Harz: 1-2=7, 2-3=1, 9-10=-1, 10-11=7
Concentrated Loads (lb)
Vert:3=-5(B) 7=145(B)9=247(B) 17=76(B) 15=-13(B) 12=76(B) 18=145(8) 19=145(B) 20=145(B)22=145(B)23=145(8)24=145(B)25=145(B)26=145(B)
27=145(B) 28=145(B) 29=145(B) 30=-13(B) 31=-13(B) 32=13(B) 33=13(B) 34=-13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=13(B) 39=-13(B) 40=-13(B)
® WARNING - Verilydesign parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 rev. 5I19I2020 BEFORE USE. ��•
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMPN quality Criteria, DSB-89.and BCS/ Building Component 6904 Parke East Blvd.
Safety/nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 411 WATERSTONE
T23720854
2742550
B01G
SPECIAL
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:12 2021 Page 1
ID:193Q G WBBpX3jR187zeOm7kz5?ad-9ehR6TnQwfaTxZo_G?YZFz5zm7y85RZ8z7?80azMoo5
-1-4-0 5-0-4 B-6-0 11-10-0 19-6-0 i 27-8-
1-4-0 5-0-0 3-5-12 3-4-0 7-8-0 8-2-0
4x6 =
10 Y Y —
5x8 =
ST1.5x8 STP =
6x8 =
0-0 8-00 17-6-5 27-B-0
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
10.0
Code FBC2020/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.t 'Except*
2-11: 2x4 SP No.2, 4-9: 2x6 SP N0.2
WEBS 2x4 SP No.3
Scale = 1:56.0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TC 0.83
Vert(LL) 0.39
2-11 >246 240
MT20 244/190
BC 0.85
Vert(CT) 0.33
2-11 >286 180
WB 0.96
Horz(CT) -0.03
9 n/a n/a
Matrix-SH
Weight: 142 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-11-1 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-1-15 oc bracing. Except:
6-0-0 oc bracing: 9-11
WEBS
1 Row at midpt 5-9
REACTIONS. (size) 2=0-4-0, 9=0-8-0, 7=Mechanical
Max HGrc 2=306(LC 9)
Max Uplift 2=-428(LC 10), 9=-593(LC 10), 7=354(LC 10)
Max Grav 2=392(LC 21), 9=1148(LC 2), 7=952(LC 16)
FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-397/297, 3-4=260/171, 4-5=-255/271, 5-6=-13021740, 6-7=-1428/693
BOT CHORD 2-11=88/289, 9-11=-432/805, 8-9=0/326, 7-8=483/1201
WEBS 5-9=-631/391, 5-8=514/1128, 6-8=-529/538, 3.11=278/410
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; Ex C; Encl. GC i=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 2R
7-10-6 to 15-9-10, Interior(1) 15-9-10 to 23-6-14, Exterior(2E) 23-6-14 to 27-6-8 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, with BCDL = IO.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 428 lb uplift at joint 2, 593 lb uplift at
joint 9 and 354 lb uplift at joint 7.
/11111111111 `,,,
%%% PpUIN VF< ..,.
No 68182
'. ST OF
O N A
Joaquin Velez PE Nd.68182
WelkUSA, Inc. FL Wit 6634
.6904 Parke East Blvd. Tampa FL 33610
Date:
April 27,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/192020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P/i quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss Type
Qty
Ply
LOT 4/1 WATERSTONE
TBIUI
T23720855
2742550
GABLE
1
1
Job Reference (optional)
Builders rastaource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:14 2021 Page 1
ID:193QG WBBpX3jR187zeOm7kz5?ad-51 oBX9phSGgBAtyNOQal LOBK1 xf7ZNnRQRUETTzMoo3
1 4 0 8-6-0 11-10-0 21-9-6 27-8.0
1-4-0 B-6-0 3-4-0 9-11-6 5-10-10
M
d1
48 11
2x4 II
9
ixATP = 2x4 11 2x4 11 2x4 11 3x4 =
Rx114 20-0-03x6 —
Scale = 1:58.2
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc) Udefl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.72
Vert(LL)
0.16 25 >609 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.75
Vert(CT) -0.29 15-16 >799 180
BCLL 0.0
Rep Stress Incr
YES
WB 0.78
Horz(CT)
0.04 22 n/a n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix-SH
Weight: 192lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-6-8 oc purlins.
BOT CHORD 2x4 SP No.2
*Except*
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
2-23: 2x6 SP
No.2
JOINTS
1 Brace at Jt(s): 27, 28, 29
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-3-8, 22=0-8-0, 15=Mechanical
Max Harz 2=301(LC 9)
Max Uplift 2=-480(LC 10), 22=606(LC 10), 15=346(LC 10)
Max Grav 2=355(LC 19), 22=1121(LC 1), 15=762(LC 16)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-245/265, 5-6=216/257, 6-7=-204/263, 7-8=-174/271, 8-9=-1049/854,
9-10=1072/799,10-11=-1087/769,11-13=-1079/659,13-15=-1369/811
BOT CHORD 22-23=-460/884, 6-23=-277/415, 15-16=650/1206
WEBS 22-27=-729/359,B-27=-810/408,8-28=-593/931,28-29=583/921,26-29=-635/970,
16-26=-464/819,13-16=-453/392
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) -2-0-0 to 1-11-10, Interjor(1) 1-11-10 to 7-8-14, Exterior(2R)
7-8-14 to 15-10-0, Interior(1) 15-10-0 to 23-6-14, Exterior(2E) 23-6-14 to 27-6-8 zone; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) ' This truss has been designed for a live load of 20.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) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 480 lb uplift at joint 2, 606 lb uplift at
joint 22 and 346 lb uplift at joint 15.
No .0182 y
S O F �• 411:
0 R IV ,. \,��
O N A ENo .
Joaqulli Velez PE Nd.68182
MiTek USA, Inc. FL Cert 6634
6904:Parke East.Blvd. Tampa FL 33610
Date:
April 27,2021
® 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 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 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 ANSI/TP11 quality Criteria, DSE-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 411 WATERSTONE
T23720856
2742550
C1
JACK
4
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:15 2021 Page 1
I D:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-ZDMZIVgJDaz2ol XZx86Glbjd7lAylOGbf5Do?vzMoo2
-1-4-0 0-11.4 ,
1-4-0 0-11-4
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
10.0
Code FBC2020/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=78(LC 10)
Max Uplift 3=38(1_C 1), 2=-213(LC 10)
Max Grav 3=75(LC 10),2=169(LC 1),4=17(LC 3)
Scale = 1:7.6
"Er .e- M
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TC 0.25
Vert(LL) -0.00 2 >999 240
MT20 244/190
BC 0.01
Vert(CT) -0.00 2 >999 180
WB 0.00
Horz(CT) 0.00 3 n/a n/a
Matrix-P
Weight: 5 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 3 and 213 lb uplift at
joint 2.
��II'1111//��
♦�0%P IN VE' 14-
J��•�C�ENS
NO 68182
S OF
ORI
nil,.
Joaquin Velez PE No. 6S182
MiTek USA; Inc. FL Cert 6634
,6904farke East Blvd. Tampa FL 33610
Date:
April 27,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE.��
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP11 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
Pl y
LOT 4/1 WATERSTONE
T23720857
2742550
C1V
SPECIAL
4
1
Job Reference (optional)
irstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:16 2021 Page 1
ID: 193QGVvBBpX3jR187zeOm7kz57ad-1 Pwyyrgx_u5vPB6mVrdVQpGo9kWBITWktlzLXMzMoo1
-1-4-0 0-11-4
1-4-0 0-11-4
Scale = 1:7.6
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.23
Vert(LL) -0.00 2 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.01
Vert(CT) -0.00 2 >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 FBC2020ITP12014
Matrix-P
Weight: 5 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=74(LC 10)
Max Uplift 3=38(LC 1), 2=-200(LC 10)
Max Grav 3=63(LC 10), 2=169(LC 1). 4=17(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 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 38 lb uplift at joint 3 and 200 lb uplift at
joint 2.
,,��11JIIIIj���,
PQUI N V 4611.�i
G E !V
i
No 68182
�"0• fir
i��'ssO N At �%�
Joaquln Velez PE Nd.68182
MiTek USA, litc FL Cer3 6634
.6900arke East Blvd. Tampa FL 33610
Date:
April 27,2021
--
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I192020 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 far 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 ANSVTFI1 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 411 WATERSTONE
T23720858
2742550
C3
JACK
4
1
Job Reference o lional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:16 2021 Page 1
ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-1Pwyyrgx u5vPB6mVrdVQpGmUkVBITWktIzLXMzMoo1
-1-4-0 2-11-4 i
1-4-0 2-11-4
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
10.0
Code FBC2020/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=131(LC 10)
Max Uplift 3=-42(LC 7), 2=-191(LC 10)
Max Grav 3=55(LC 15), 2=214(LC 1), 4=51(LC 3)
Scale = 1:12.7
ST1.5x8 STP =
CSI.
DEFL. in
(loc) Well L/d
PLATES GRIP
TC 0.33
Vert(LL) -0.00
2-4 >999 240
MT20 2441190
BC 0.07
Vert(CT) -0.01
2-4 >999 180
WB 0.00
Horz(CT) -0.00
3 n/a n/a
Matrix-P
Weight: 12 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-4 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 3 and 191 lb uplift at
joint 2.
% p•QU I N
JGE7VSF�
i
No 68182
"o : it =
9� S '0F •4U`
C?- %
A;`���
nn
Joaquln.Velez PE Nq.68182
MiTek USA', Inc. FL Cert 6634
6904:Parke East Blvd. Tampa FL 33610
�att3:
April 27,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 applicabirity of 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 MiTek*
IiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 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 4/1 WATERSTONE
FC3uV
T23720859
2742550
SPECIAL
4
1
Job Reference (optional)
ue (Plant City, FL), Plant city, PL - $s5et, 8.430 s Apr 20 2021 MiTek Industries, Inc. Man Apr 26 15:37:17 2021 Page 1
ID: 193QG WBBpX3jR187zeOm7kz5?ad-VcUKAArZIB Dm 1 Khy3Y8kyOpxO8rOmwmt6Piv3ozMooO
-1-4-0 2-11-4
1-4-0 2-11 4
0
M
n
o d
ST1.5x8 STP =
Scale = 1:12.7
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.32
Vert(LL) -0.00 2-4 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.07
Vert(CT) -0.01 2-4 >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 FBC2020/TPI2014
Matrix-P
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 Harz 2=128(LC 10)
Max Uplift 3=-45(LC 7), 2=-187(LC 10)
Max Grav 3=56(LC 15), 2=214(LC 1). 4=51(LC 3)
FORCES. (lb) -Max. Camp./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) Referto girder(s) for truss to truss connections.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 45 lb uplift at joint 3 and 187 lb uplift at
joint 2.
010 WIN
No 68182
:•• S OF00
�•�1l':
.ice •. �.O
R1 P••'�=��
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cart 6634
8904:Parke East Blvd. Tampa FL 33610
Date.
April 27,2021
WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5I192020 BEFORE USE. ��•
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 quality Criteria, DSB-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 411 WATERSTONE
T23720860
2742550
C5
JACK
4
1
Job Reference o tidnal
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 2U ZU21 MI I eK Industries, Inc. Mon Apr ze 10:a/rltf zuzl rage 1
ID:3xt7Yd6RbYnXOl6Sf6ghjjz4cnz-_o2iN WsBVW LdfUG8dGfzVEL3VY9pVN01 L3SScEzMdo7
4-0 -1-4-11-4
1-4-0 4-11-4
Scale = 1:17.6
ST1.5x8 STP =
4-11-4
4-11-4
Plate Offsets (X Y)-- 12:0-1-4 0-0-2)
LOADING (psD
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.56
Vert(LL) -0.03
2-4 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.25
Vert(CT) -0.05
2-4 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
3 file n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix-P
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 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=184(LC 10)
Max Uplift 3=-113(LC 10), 2=-192(LC 10)
Max Grav 3=132(LC 15), 2=277(LC 15). 4=91(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; 8=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 for truss to truss connections.
,`�If 1'1111 fyli�
'j
girder(s)
6) Provide truss to bearing capable of withstanding 113 lb uplift at joint 3 and 192 lb uplift at
��� V IN J �/
mechanical connection (by others) of plate
joint2.
,"v.OPQ<�
�
••'�cE'Ns
No 68182
��3' ST. OF 4U
s,0
Joaquln Velez PE Ne.66182
MITek USA; Inc. FL Urt 6634
.6904:Parke East Blvd. Tampa FL 33610
Date:
April 27,2021
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��•
a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSUTF11 Duality 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
Qly
Ply
LOT 4/1 WATERSTONE
FC5V
T23720861
2742550
SPECIAL
4
1
Job Reference (optional)
UU-6 a niarou 1— tneni city, FL),
rani city, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 2615:37:18 2021 Page 1
ID:193QGWBBpX3jR187zeOm7kz5?ad-_o2iNWsBWVLdfUGBdGfzVEL3DY9nVN01 L3SScEzMoo?
-1-4-0 4-11-4
1-4-0 4-114
ST1.5x8 STP =
r
d d
Scale = 1:17.6
1
LOADING (psf)
SPACING- 2-0.0
CSI.
DEFL. in (loc) Udefl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.58
Vert(LL) -0.03 2-4 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.25
Vert(CT) -0.05 2-4 >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 FBC2020ITP12014
Matrix-P
Weight: 18lb 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 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Harz 2=182(LC 10)
Max Uplift 3=-116(LC 10), 2=-189(LC 10)
Max Grav 3=133(LC 15), 2=276(LC 15), 4=91(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 pal bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
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 116 lb uplift at joint 3 and 189 lb uplift at
joint 2.
,`%0%1111111
P601N F<
�� ••V 4S •
No 68182
:9••• -S OF •w
.41
Joaquin Velez PE Nd.68182
MITek USA; Inc. FL Cert 6634
.6904•Parke East Blvd. Tampa FL 33610
Date:
April 27,2021
--
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. ��•
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Duality 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 4/1 WATERSTONE
T23720862
2742550
D01 G
COMMON
2
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:3(:20 2021 Page 1
ID:193QG WBBpX3jRl87zeOm7kz57ad-wAASoCuS26bLuoPXkhhRafRQyMgTzEAKoNxZf7zMonz
5-8.6 10-0-0 14-3-10 20-0-0 1 21-4-0
5-8-0 4-3-10 4-3-10 5-8-6 1-4-0
, 4x4 =
3
4x9 —
Scale = 1:35.8
LOADING (ps,
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.50
TCDL
7.0
Lumber DOL
1.25
BC 0.94
BCLL
0.0
Rep Stress Incr
YES
WB 0.21
BCDL
10.0
Code FBC2020/TPI2014
Matrix-SH
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
REACTIONS.
(size) 1=Mechanical, 5=0-8-0
Max Harz 1=-224(LC 8)
Max Uplift 1=338(LC 10), 5=473(LC 10)
Max Grav 1=719(LC 1), 5=817(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1182/964, 2-3=-894/743, 3-4=-892/738, 4-5=-1154/921
BOT CHORD 1-7=-680/1086, 5-7=-620/978
WEBS 3-7=-369/559, 4-7=354/397, 2-7=-397/467
5x8 =
4X4 =
DEFL. in (loc) I/dell Lid PLATES GRIP
Vert(LL) -0.18 1-7 >999 240 MT20 244/190
Vert(CT) -0.38 1-7 >612 180
Horz(CT) 0.03 5 n/a n/a
Weight: 87 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vu1t=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) 0-1-8 to 4-1-2, Interior(1) 4-1-2 to 6-0-6, Exterior(2R) 6-0-6 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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 338 lb uplift at joint 1 and 473 lb uplift at
joint 5.
,,,%J111111/III/I
S...'. G E N
IVo 68182
0 • • I.
: 33 S OF .' it/ :
�iR�O,.
,O N A` .�j\�
�►nnnlll
haljuin Velez PE Nd.68182
Mfiek USA, Inc. FL Cart 6634
6904:Parke East Blvd. Tampa FL 33610
Date:
April 27,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verity 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 Welk'
always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTP/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 411 WATERSTONE
T23720863
2742550
D02A
GABLE
1
1
Job Reference o tional
s FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:21 2021 Page 1
ID:193QGWBBpX3jR187ze0m7kz5lad-ONkr7Yu4pQjBWy, jIODg7szfFIClijMT11g6BZzMony
1 4-0 10-0-0 20-0-0 21-4 0
1-4-0 10-0-0 10-0-0 1-7
a
4x4 =
--- - cu ie 10 1r 16 15 14 �xO
2x4 II 2x4 II 2x4 II 5x6 = 2x4 II 2x4 II 2x4 II
20-0-0
Scale = 1:37.5
1
3 Ig
LOADING (psf)
SPACING-
2-0.0
CSI.
DEFL. in
(loc) Udefl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.20
Vert(LL) -0.00
13 n/r 180
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.09
Vert(CT) 0.00
12 n/r 120
BCLL 0.0
Rep Stress Incr
YES
WB 0.09
Horz(CT) 0.00
12 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix-SH
Weight: 105lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
P
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 20-0-0
(lb) - Max Harz 2=-219(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 18, 19, 16, 15 except 2=-175(LC 10), 12=-175(LC 10),
20=-129(LC 10), 14=129(LC 10)
Max Gram All reactions 250 lb or less at joint(s) 2, 12, 17, 18, 19, 16, 15 except 20=279(LC 15), 14=284(LC
16)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 6-7=-78/290, 7-8=-78/290
WEBS 4-20=203/300, 10-14=-208/300
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=2ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-7-10, Exterior(2N) 2-7-10 to 6-0-0, Comer(3R)
6-0-0 to 14-0-0, Exterior(2N) 14-0-0 to 17-4-6, Comer(3E) 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) 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) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord jive 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) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where
used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other
suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion
protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this
design. Building designer to verify suitability of this product for its intended use.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 19, 16, 15
except (jt=lb) 2=175, 12=175, 20=129, 14=129.
,•%,,PQUIN VF<,, "
Q
i
No 681$2
S ,E C
4.0;
o N A� -�G
'11.11 I it it l"
Joatjuio Velez PE N6.68182
MiTek USA, Inc. FL C6rt 6634.
6904•Patke East Blvd, Tampa FL 33610
Date:
April 27,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 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 MOWis 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 ANSUPP/f 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 411 WATERSTONE
T23720864
2742550
E7
JACK
4
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:22 2021 Page 1
I D:3xt?Yd6RbYnX016Sf6ghjjz4cnz-sZH D Duviakr276Zvs6 kvf4 WI59RoR B?cGhQgk?zMonx
-1-4-0 7-0-0
1-4, 7-0-0
I
ST1.5x8 STP =
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.52
TCDL
7.0
Lumber DOL
1.25
BC 0.57
BCLL
0.0
Rep Stress Incr
YES
WB 0.00
BCDL
10.0
Code FBC20201TP12014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=240(LC 10)
Max Uplift 3=181(LC 10), 2=-207(LC 10)
Max Grav 3=204(LC 15), 2=351(LC 15), 4=132(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:23.5
DEFL. in (loc) Vdefl Lid PLATES GRIP
Vert(LL) -0.11 2-4 >695 240 MT20 244/190
Vert(CT) -0.23 2-4 >347 180
Horz(CT) -0.00 3 nla n/a
Weight: 24 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
3=181, 2=207.
PCIU IN VFW
• No 6818210
:9 S OF
Joaquln,Velez PE Nq.68182
MiTek USA', lnc. FL Cert 6634
.6 kParke East Blvd. Tampa FL 33610
Date.,
April 27,2021
® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119/2020 BEFORE USE. '
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and 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 M 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 ANSI1TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast 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 411 WATERSTONE
T23720865
2742550
E7V
SPECIAL
7
1
Job Reference (optional)
irstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:22 2021 Page 1
ID: 193QG WBBpX3jRl87zeOm7kz5?ad-sZHDDuviak276Zvs6kvf4WlxgRm RB?cGhQgk?zMonx
i -14
-0 7-0-0
' 1-4-0 ' 7-0-0
I
ST1.5x8 STP =
Scale = 1:23.2
1
cn
m
N
O O
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.53
Vert(LL) -0.12 2-4 >674 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.57
Vert(CT) -0.24 2-4 >337 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00 3 nla nla
BCDL 10.0
Code FBC2020ITPI2014
Matrix-P
Weight: 25 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=237(LC 10)
Max Uplift 3=184(LC 10), 2=-204(LC 10)
Max Grav 3=205(LC 15), 2=350(LC 15), 4=132(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., GCpj=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 ANSIrrPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
3=184, 2=204.
Itf1111I1f1I
`���� PpU I N. V%FW
10
i
No .68182
it
OF
i 0 <v
f111111
Joaquin Velez PE No.66182
MITek USA; Inc. FL Cert 66M
.6904:6arke East Blvd. Tampa FL 33610
Date:
April 27,2021
® WARNING - Vedty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. '
Design valid for use only with MiTek®conneclors. 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 verily 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 ANS11TPH 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 411 WATERSTONE
T23720866
2742660
E7VP
SPECIAL
7
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:23 2021 Page 1
ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-KlrbQEwKL1 zvIF86PpF8CH3wsZplAdFmUL9DGSzMonw
-1-4-0 7-0-0
1-4-0 7-0-0
3x4
LOADING (psi)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.52
TCDL
7.0
Lumber DOL
1.25
BC 0.42
BCLL
0.0
Rep Stress Incr
YES
WB 0.00
BCDL
10.0
Code FBC2020ITP12014
Matrix-P
LUMBER -
TOP CHORD
2x4 SP M 31
BOT CHORD
2x6 SP No.2
REACTIONS.
(size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=303(LC 10)
Max Uplift 3=-181(LC 10), 2=-327(LC 10), 4=102(LC 6)
Max Grav 3=204(LC 15), 2=346(LC 1), 4=132(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:23.3
M
N
DEFL. in (loc) I/deft Lid PLATES GRIP
Vert(LL) 0.11 2-4 >735 240 MT20 244/190
Vert(CT) 0.09 2-4 >856 180
Horz(CT) -0.00 3 n/a n/a
Weight: 31 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
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) 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 100 lb uplift at joint(s) except at=lb)
3=181, 2=327, 4=102.
-%0 60I N
i
No 601`82
X.
-ST OF :I:
Joaquin Velez PE N6.68182
MiTek USA-, Inc. FL 6ert 6634
6904:Parke East. Blvd. Tampa FL 33610
Date:
April 27,2021
® 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 ANSI/7'Pl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
s
Truss Type
City
Ply
LOT 411 WATERSTONE
2742550 7G'O
HipGirder
1
1
T23720867
Job Reference o ticnal
II ers irstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:24 2021 Page 1
ID:3xt7Yd6RbYnXO16Sf6ghjjz4cnz-oyPzeaxy5L5m N PjlzXmNIUb5Cz21 v21vj?vmouzMonv
-1-4-0 3-4-14 7-0-0 10-0-0 13-0-0 16-7-2 20-0-0 21-4-0
1-4-0 3-4-14 3-7-2 3-0-0 3-0-0 3-7-2 3-4-14 1-4-0
a
4x4 =
4x4 =
3x8 = — —
3x4 = 4x4 =
5 6
3x8 =
Scale = 1:36.9
1
ST1.5x8 STP =
4x4 =
m
0
m
I¢
0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) Udefl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.54
Vert(LL)
0.14 10-12 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.84
Vert(CT) -0.19 2-12 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.18
Horz(CT)
0.07 8 n/a file
BCDL 10.0
Code FBC2020ITP12014
Matrix-SH
Weight: 101 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-2-10 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 5-1-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-B-0, 8=0-8-0
Max Harz 2=171(LC 7)
Max Uplift 2=-925(LC 8), 8=-925(LC 8)
Max Grav 2=1837(LC 13), 8=1837(LC 14)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3130/1546, 3-4=-3035/1523, 4-5=-2715/1412, 5-6=2715/1412, 6-7=-3035/1523,
7-8=-3131/1546
BOT CHORD 2-12=1220/2816, 10-12=-1307/2903, 8-10=-1220/2689
WEBS 4-112=57/478, 5-12=-315/268, 5-10=-315/268, 6-10=-57/477
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=925, 8=925.
8) Girder carries hip end with 7-0-0 end setback.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 605 lb down and 376 lb up at
13-0-0, and 605 lb down and 376 lb up at 7-0-0 on top chord. The design/selection of such connection device(s) is the
responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-6=112(F=-58), 6-9=-54, 2-8=42(F=-22)
Concentrated Loads (lb)
Vert: 4=-347(F) 6=-347(F)
�01 CLU1 N 1 V i��'-*i
OP• • ��F
i
No IN
68182
�•' ST OF '•�1t:
0;4�� ..Alo
0 N Al-IE G %.
1111111
Joaquin _Velez PE Nd.68182
MiTek USA, Inc. FL Cert 6634
6904:1parke East Blvd. Tampa FL 33610
Date:
April 27,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI/TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
LOT 411 WATERSTONE
T23720868
2742550
G02
Hip
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:25 2021 Page 1
ID:3xt?Yd6RbYnX016Sf6ghjjz4cnz-G8zLrvxasfDd_ZIUXEHcHi81rN RyeVn3yfeKLKzMonu
i 4-6-9 9-0-0 11-0-0 15-5-7 , 20-0-0
4-6-9 4-5-7 2-0-0 4-5-6 4-6-9
( 4x4 =
3
4x4 =
ST1.5x8 STP =
4x4 =
3x4 = 4x6 = 3x4 =
Scale = 1:35.8
ST1.5x8 STP =
4x4 =
9-0-0 11-0-0 20-0-0
9-0-0 2-0-0 9-0-0 '
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TIC 0.42
TCDL
7.0
Lumber DOL
1.25
BC 0.67
BCLL
0.0
Rep Stress Incr
YES
WB 0.19
BCDL
10.0
Code FBC20201TP12014
Matrix-SH
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
REACTIONS.
(size) 1=0-8-0, 6=0-8-0
Max Harz 1=-186(LC 8)
Max Uplift 1=-341(LC 10). 6=-341(LC 10)
Max Grav 1=715(LC 1). 6=715(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-12001984, 2-3=-936/749, 3-4=-787/744, 4-5=-936/749, 5-6=-1200/984
BOT CHORD 1-9=-779/1090, 7-9=-405/787, 6-7=-779/1034
WEBS 2-9=-368/417, 3-9=129/264, 4-7=-129/264, 5-7=-369/417
DEFL. in (loc) Ildefl L/d PLATES GRIP
Vert(LL) -0.14 1-9 >999 240 MT20 244/190
Vert(CT) -0.29 1-9 >789 180
Horz(CT) 0.03 6 n/a n/a
Weight: 91 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-7-1 oc bracing.
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) 0-4-0 to 4-4-9, Exterior(2R) 4-4-9 to 15-7-7, Exterior(2E)
15-7-7 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.6.0
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
1=341, 6=341.
I N' VFo��ii
No 68182
•:.
ST, OF t41J
,i,��sS,��N
Joaquin Velez PE No.681.82
MiTek USA, Inc. FL Ceft 6634
.6904:Parke East Blvd, Tampa FL 33610
Date:
April 27,2021
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE.
��
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTF11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast 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 4/1 WATERSTONE
T23720869
2742550
G03
Hip Girder
1
Job Reference (optional)
„„UTA L;o t ,d. . Ity, r�I, rid- �iiy, rL - aaoor, 6.43U s Apr 2U 2021 MiTek Industries, Inc. Mon Apr 26 15:37:26 2021 Page 1
10-3-0 I D:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-IKXk2FyCdyLUcjth5xorgvhSgmjhNmICBJOttmzMont
4-8-13 9-9-0 1 -0 0 15-3-3 20-0-0
4-8-13 5-0-3 0-3- 5-0-3 42%
0-3-0
4x4 11 Scale = 1:35.9
1
axo 1 3x10 11 6x8 = 7x8 — ST1.5x8 STP =
ST1.5x8 STP = — 3x8 II 3x10 -\
10-3-0
4-8-13 9-9-0 1 -0 15-3-3 20-0-0
4-8-13 5-0-3 0-3- 5-0-3 4-8-13
P&ZI
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
([cc)
Vdefl
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.47
Vert(LL)
0.17
7-9
>999
240
TCDL 7.0
Lumber DOL
1.25
BC 0.96
Vert(CT)
-0.23
7-9
>999
180
BCLL 0.0
Rep Stress Incr
NO
WB 0.91
Horz(CT)
0.06
5
n/a
n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix-SH
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x6 SP No.2 *Except*
5-8: 2x6 SP M 26
WEBS
2x4 SP No.3
REACTIONS.
(size) 1=0-8-0, 5=0-8-0
Max Harz 1=203(LC 7)
Max Uplift 1=-2231(LC 8), 5=-2271(LC 8)
Max Grav 1=5015(LC 13), 5=5107(LC 14)
PLATES GRIP
MT20 244/190
Weight: 218 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-10-7 cc purlins.
BOT CHORD Rigid ceiling directly applied or 8-5-5 cc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-8819/3945, 2-3=-6086/2786, 3-4=-6086/2785, 4-5=9326/4164
BOT CHORD 1-9=-3429/7917, 7-9=-3429/7917, 6-7=-3621/8210, 5-6=-3621/8210
WEBS 2-9=-859/2167, 2-7=-2679/1249, 4-7=-3166/1459, 4-6=-1 050/2608, 3-7=-2250/5137
NOTES-
1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 cc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply tc
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat.
Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads.
7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
1=2231, 5=2271.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 805 lb down and 352 lb up at
1-4-0. 805 lb down and 352 lb up at 3-4-0, 882 lb down and 385 lb up at 5-4-0, 949 lb down and 415 lb up at 7-4-0, 946 lb down
and 413 lb up at 9-4-0, 946 lb down and 413 lb up at 11-4-0, 946 lb down and 413 lb up at 13-4-0, 719 lb down and 314 lb up at
15-4-0, and 847 lb down and 370 lb up at 16-0-0, and 904 lb down and 395 lb up at 18-0-0 on bottom chord. The design/selection
of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
Continued on Daae 2
%*%%t 111111 %
0,J$Q... �F�%
0
No, .68182 0
"S T E Of ' ZU
SS,oNAl- ``%
11111110
Joaquin Velez PE Nd.68182
Mfrek USA, FL Cart 6634
8964;Farke East Blvd. Tampa FL 33610
Date.
ADril 27.2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. SIIRQ020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast 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 4/1 WATERSTONE
T23720869
2742550
G03
Hip Girder
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MITek Industries, Inc. Mon Apr 26 15:37:26 2U21 Page 2
ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-IKXk2FyCdyLUcjth5xorgvhSgmjhNm ICBJOItmzMont
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
LiCiform Loads (pig
Vert: 1-3=-54, 3-5=54, 1-5=-20
Concentrated Loads (lb)
Vert: 6=-660(F) 10=-739(F) 11=-739(F) 12=-809(F) 13=-871(F) 14=-868(F) 15=-868(F) 16=-868(F) 17=777(F) 18=829(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 Mi lek•
is always required for stability and to prevent collapse with possible personal injury and. property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 4/1 WATERSTONE
T23720870
2742550
H7
MONO TRUSS
2
1
Job Reference o tional
GGL, C;G v ,a,,, �, y, �/, _ r . !Ly, r� - uuoor , tb.46U s Apr 2U 2U21 MITek Industries, Inc. Mon Apr 26 15:37:29 2021 Page 1
ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-9vCshH_5wtj3TAbGm4MYRYJv5 ntaG7etHcXU5zMonq
-1-10-10 4-6-7 9-10-1
1-10-10 4-6-7 5-3-10
Scale = 1:23.0
j
ST1.5x8 STP =
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
floc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.66
Vert(LL) -0.07
6-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.73
Vert(CT) -0.15
6-7 >778 180
BCLL 0.0
Rep Stress Incr NO
WB 0.36
Horz(CT) 0.01
5 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Weight: 43lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 9-10-12 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=G-8-0, 5=Mechanical
Max Horz 2=239(LC 8)
Max Uplift 4=-167(LC 8), 2=-247(LC 8), 5=-70(LC 5)
Max Grav 4=160(LC 1), 2=452(LC 1), 5=292(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-697/224
BOT CHORD 2-7=-313/629, 6-7=313/629
WEBS 3-7=0/323, 3-6=-664/330
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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5 except (jt=1b)
4=167, 2=247.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 62 lb up at
1-5-12, 56lb down and 62 lb up at 1-5-12, 5lb down and 68 lb up at 4-3-11, 5 lb down and 68 lb up at 4-3-11, and 50 lb down and
138 lb up at 7-1-10, and 50 lb down and 138 lb up at 7-1-10 on top chord, and 22 lb up at 1-5-12, 22 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.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plo
Vert: 1-4=-54, 2-5=20
Continued on pace 2
>%` Pp U IN00
I VFW ��icy,
40
No 68182
0�.. OF : •�44/
A��%%%,
111
Joaquin Velez PE N0.68182
SA Welt U, Inc. FL Cert 6634
6904:Parke East Blvd. Tampa FL 33610
Date:
And 27 2021
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19I2020 BEFORE USE.
Design valid for use only with 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 MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-89 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 411 WATERSTONE
T23720870
2742550
H7
MONO TRUSS
2
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:29 2021 Page 2
I D:3xt?Yd6RbYnX016Sf6ghjjz4cnz-9vCshH_5wtj3TAb Gm4M YRYJv5_ntaG7etHcXU5zM onq
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 3=36(F=18, B=18) 7=-11(F=-5, B=-5) 8=46(F=23, B=23) 9=-99(F=-50, B=-50) 10=22(F=11, B=11) 11=-51(F=-25, B=-25)
® WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. '
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Qualify Criteria, DSO.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
T 4/1 WATERSTONET23720871
2742550
H7V
SPECIAL
2
:JP71
Reference o tional
-- -• •- n - • �w •- - ����• , o.y s mpr to zul i wu I eK Inousrrles, Inc. Mon Apr Y6 1 b:3/:3D 2021 Page 1
ID:193QG WBBpX3jR187zeOm7kz5?ad-d6mEud?jhBrw5KASKntn_lr6DO95Jjoo5xM50YzMonp
1-10-10 5-4-1 9-10-1
1-10-10 5-4-1 4-6-0
Scale = 1:22.9
I
3x4 =
ST1.5x8 STP =
5-4-1 4-6-0
Plate Offsets (X,Y)-- f2:0-1-3 Edge)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.57
Vert(LL) 0.07 6-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.61
Vert(CT) -0.11 6-7 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.33
Horz(CT) -0.01 5 n/a n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix-SH
Weight: 41 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-14 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-4 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=236(LC 8)
Max Uplift 4=166(LC 8), 2=272(LC 8), 5=161(LC 5)
Max Grav 4=136(LC 1), 2=448(LC 1), 5=295(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-992/637
BOT CHORD 2-7=-703/911, 6-7=710/907
WEBS 3-7=0/315, 3-6=-894/696
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); 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.
•
�� •• r�y
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
,:
�� ,jar
will fit between the bottom chord and any other members.
,�'�\•Ci EN S •,
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 i
capacity of bearing surface. No 68182
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
4=166, 2=272, 5=161.
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
=p
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
�0�:• S Of
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 7-1-10 bottom
at on chord. The design/selection of such
40�. T,[[•�� , Q �•� _ ��
connection device(s) is the responsibility of others.9) In the LOAD
loads
�i ``S'•,� 0 R' �• ` ��
applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) StandardSE(ection,
A' ,
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Joaquin Velez PE No.88182
Uniform Loads (plf)
MITek USA; Inc. FL Ceit 6634
Vert: 1-4=-54, 2-5=20
,6904:Nrke East Blvd. Tampa FL 33610
Data:
And 27 9091
Continued on oaae 2
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6119/2020 BEFORE USE. ��•
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast 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 411 WATERSTONE
T23720871
2742550
H7V
SPECIAL
2
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33557, b.431.) s Apr zu zU21 Nit t eK Inrlustnes, Inc, wtGn l Apr Lb O:at:3U zuz i rage/
ID: 193QG WB BpX3jRI87zeOm7kz5?ad-d6m Eud?jhBrw5KASKntn_lr6D095Jioo5xM5OYzMonp
LCrAD CASE(S) Standard
Concentrated Loads (lb)
(, Vert: 8=49(F=24, 13=24) 9=36(F=18, B=18) 10=99(F=-50, B=-50) 11=23(F=11, B=11) 12=-11(F=-5, B=5) 13=-51(F=-25, B=-25)
® WARNING - Verity 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 4ek•
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 ANSYTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610
t 1
Symbolls
PLATE LOCATION AND ORIENTATION
3/4' Center plate on joint unless x, y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
�'y1fi r
For 4 x 2 orientation, locate
plates 0- 'lid' 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.
BEARING
Indicates location where bearings
(supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Min size shown is for crushing only.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
0
of
O
2
U
IL
O
F
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
(Drawings not to scale)
1 2 3
TOP CHORDS
8 7 6 5
0
O
M
U
0-
0
I —
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
MiTok�
MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020
® 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 ANSIrrPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/rPI 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.