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HomeMy WebLinkAboutTrussFos
ENGINEERING ASSOCIATES
May 7, 2021
Building Department
FILE COPY
258 Southhall Lane, Suite 200
Maitland, Florida 32751
P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com
Website: www.fdseng.com
Ref:
Adams Homes
Lot:
Lot 14 Blk. 3
Subdivision:
Fort Pierce - Waterstone
Address:
8344 Amalfi Cir.
Model:
2265 3CF A RHG
KA #
21-4887
Truss Company:
Builders First Source
Date of drawings:
4/28/21
Job No.:
2743053
Wind Speed:
160
Exposure:
C
Truss Engineer:
Andrew Johnson
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. ,,JAJJ18I I IpF°
PA114
Note: Truss ID's may vary. ,,b0 �' ° ' •� I......
0 C;1;.. TO°�p�
If you have any questions, please do not hesitate to call. 0
a 6Q A
Sincerely
,-
cn
O h' D •.. J ®�9�
5/7/2021 5/7/2021 ° a 91 I a s gjJ2021
Carl A. Brown, P.E. Scott Lewkowski, P.E. Luis Pablo T rres, P.E.
FL. # 56126 FL. #78750 FL. # 87864
FDS Engineering Associates, A TSG Company
"Your Building Code Experts"
a
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Q1
CONNECTORS SCHEDULE
ROOF TRUSS
QT
ID
MODEL ROOF UPLIFT SYM
0
A*11
LUS24 / JUS24
895 / 835
490 /610
1L"'
6
A
HTU26 / THD26
3600 / 3470
1555 / 2330
ALA
0
B
HTU28 / THD28
4680 / 5040
2140 / 2330
11,6
0
C
HTU26-2 / THD26-2
3600 / 3365
2175 / 2340
1 Lc
0
D
HTU28-2 / THD28-2
4680 / 5005 113485
/ 2595
1 LP
0
E
HGUS26-2 / THDH26-2
5320 / 5245
2155 / 2340
1 LE
0
F
HGUS28-2 / THDH28-2
7460 / 8025
3235 / 3330
1 LF
0
G
HGUS26-3 / THDH26-3
5230 / 5245
2155 / 2340
1 LG
0
H
HGUS28-3 / THDH28-3
7460 / 7836
3235 / 4370
1 tH
0
J
THASR-L29 /
9100 / 8990 1
4095 / 4370
J. LJ
28
3,X 8 NOP
11
El Reviewed and Approved
❑ Reviewed with Notations
❑ Revise and Resubmit
❑ Not Reviewed (see explanation)
Corrections or comments made on equipment submittals or shop drawings during this review do
not relieve contractor from compliance with requirements of the drawings and specifications.
This check is only for review of general conformance with the concept of the project and
general compliance with the information given in the contract documents. The contractor is
responsible for confirming and correlating all quantities and dimensions; selecting fabrication
processes and techniques of construction; coordinating his work with that of all other trades and
performing his work in a safe and satisfactory manner
FDS ENGINEERING ASSOCIATES
Date: 05/07/2021 By: ES
Submittal No_: ProjectNo_: 21-4887 Project Eng.: Luis
Project Name: Adams Homes - Fort Pierce - Waterston - Lot 14 1313
CONDITIONS PRORTO APPROVAL
FIELD BY BURDER
MAW WIND FORCE RESISTING SYSM=4 HYBRID W WD ASC046
ENCLOSED
IMPORTANT
EXPOSURE CATEGORY C
OCCUPANCYCATEGORYR
This Drawing Must Be Approved And
wND LOAO WMPH
TANCEFACTOR 1.00 wND IMPORTANCE
Returned Before Fabrication Will
TRUSSES HAVE BEEN DESIGNED FOR
A 10.0 PSF BOTTOM CHORD
LOVE LOAD
Begin. For Your Protection Check All
NONCONCURRENT WDH ANY OTHER LNE LOADS
Dimensions And Conditions Prior To
Approval Of Plan.
SIGNATURE BELOW INDICATES ALL
ROOF LOADING
FLOOR LOADING
NOTES AND DIMENSIONS HAVE
TCLL: 20 PSF
TCLL:
40
PSF
BEEN ACCEPTED.
TCDL: 07 PSF
TCDL:
10
PSF
BCDL: 10 PSF
BCDL:
5
PSF
By Date
TOTAL: 37 PSF
TOTAL:
55
PSF
DURATION: 1.25
DURATION:
1.00
CAUTIONM
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (le. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hours And Investigation By
Builders First Source.
NO EXECPTIONS.
The General Contractor Is Responsible
For All Connections Other Than Truss
to Truss, Gable Shear Wall, And
Connections. Temporary and
Permanent Bracing, And Ceiling And
Roof Diaphragm Connections.
ROOF PITCH: 6112
CEILING PITCH: 0112
TOP CHORD SIZE: 2 X 4
BOTTOM CHORD SIZE: 2 X 4
OVERHANG LENGTH: 16"
END CUT: Plumb
CANTILEVER: —
TRUSS SPACING: 24"
BUILDING CODE: FBC2020
BEARING HEIGHT SCHEDULE
Hatch Legend
11'4" BRG HGHT
=8'-0" BRIG HGHT
-0" BRG HGHT
Adams Homes
PROJECT: Single Family 160
MODEL: 2265 A 3CAR 160
ADDRESS: 1 8344 AMALFI CIR
LOT / BLOCK: 14 PH 3
SUBDIVISION: WATERSTONE
CITY: FT PIERCE
DRAWN BY: K SANCHEZ
JOB # : 2743053
DATE: I04116/2021 SCALE: NTS
PLAN DATE: 1 2021
REVISIONS:
1.JAN 2021 (NEW CODE)
2.
3.
4.
4408 Airport Road
Plant City, FL 33563
Ph. (813) 305-1300
Fax (813) 305-1301
FILE COPY
RE: 2743053 MiTek USA, Inc.
LOT 14 PH 3 WATERSTONE 6904 Parke East Blvd.
Tampa, FL 33610-4115
Site Information:
Customer: Adams Homes Port St Lucie Pro ect Name: 2743053
Lot/Block: 14/PH3 oodel: 2265 3 Car
Address: 8344 AMALFI CIR, . Subdivision: WATERSTONE
City: Fort Pierce State: FL
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4
Wind Code: N/A Wind Speed: 160 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 54 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No.
Seal#
Truss Name
Date
No.
Seal#
Truss Name
Date
1
T23668988
A
4/28/2021
21
T23669008
D9
4/28/2021
2
T23668989
A2
4/28/2021
22
T23669009
D11
4/28/2021
3
T23668990
A4
4/28/2021
23
T23669010
D13
4/28/2021
4
T23668991
B7
4/28/2021
24
T23669011
D15
4/28/2021
5
T23668992
B9
4/28/2021
25
T23669012
D17
4/28/2021
6
T23668993
B11
4/28/2021
26
T23669013
019
4/28/2021
7
T23668994
B13
4/28/2021
27
T23669014
D21
4/28/2021
8
T23668995
B15
4/28/2021
28
T23669015
E3
4/28/2021
9
T23668996
B17
4/28/2021
29
T23669016
E5
4/28/2021
10
T23668997
B19
4/28/2021
30
T23669017
E7
4/28/2021
11
T23668998
B21
4/28/2021
31
T23669018
E7G
4/28/2021
12
T23668999
C1
4/28/2021
32
T23669019
E7S
4/28/2021
13
T23669000
C1S
4/28/2021
33
T23669020
E7V
4/28/2021
14
T23669001
C1V
4/28/2021
34
T23669021
E22
4/28/2021
15
T23669002
C3
4/28/2021
35
T23669022
FG
4/28/2021
16
T23669003
C3S
4/28/2021
36
T23669023
G7
4/28/2021
17
T23669004
C3V
4/28/2021
37
T23669024
G9
4/28/2021
18
T23669005
C5
4/28/2021
38
T23669025
G11
4/28/2021
19
T23669006
C5V
4/28/2021
39
T23669026
G13
4/28/2021
20
T23669007
D7
4/28/2021
40
T23669027
G15
4/28/2021
The truss drawing(s) referenced above have been prepared by
MiTek USA, Inc under my direct supervision
based on the parameters provided by Builders FirstSource (Plant City, FL).
Truss Design Engineer's Name: Johnson, Andrew
My license renewal date for the state of Florida is February 28, 2023.
Florida COA: 6634
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdictions) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MiTek
customers file reference purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs for any particular building. Before use, the building designer
should verify applicability of design parameters and properly incorporate these designs
into the overall building design per ANSI/rPI 1, Chapter 2.
1 of 2
16023 Sgnft, RidgeFload;chesteifleld M063017, April 28, 2021
Mln•
Johnson, Andrew
MiTek'
RE: 2743053 - LOT 14 PH 3 WATERSTONE
Site Information:
Project Customer: Adams Homes Port St Lucie Project Name: 2743053
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610-4115
Lot/Block: 14/PH3
Subdivision: WATERSTONE
Address: 8344 AMALFI
CIR, .
City, County: Fort Pierce
State: FL
No. Seal#
Truss Name
Date
41 T23669028
G17
4/28/2021
42 T23669029
G19
4/28/2021
43 T23669030
GGE
4/28/2021
44 T23669031
H3
4/28/2021
45 T23669032
H5
4/28/2021
46 T23669033
H7
4/28/2021
47 T23669034
H7V
4/28/2021
48 T23669035
K01
4/28/2021
49 T23669036
K02
4/28/2021
50 T23669037
M
4/28/2021
51 T23669038
M3
4/28/2021
52 T23669039
PB
4/28/2021
53 T23669040
PB1
4/28/2021
54 T23669041
R2
4/28/2021
2 of 2
Job
Truss
Truss Type
Qty
Ply
LOT 14 PH 3 WATERSTONE
T23668988
2743053
A
PIGGYBACK BASE TRUSS
5
1
Job Reference (optional)
Huuders Flfstbource (Plant (;lty, FL), Plant Glly, FL - 33bbt, ti.4aU s Mar 22 2U21 MI I eK Inaustrles, Inc. vvea Apr 21 1 t1:41:b9 2U21 rage 1
ID:6gDIOH2OVegl Nkl sxoNemzyuULB-ru_yiiuUX7_74GQtAFbuRwfzpYzdzgfRAtNmZrzOPYs
,1-4-Q 5-2-12 8-11-0 12-11-12 21-0-0 25-8-0 31-1-13 36-2-11 42-7 8 44-0-Q
1-4-0 5-2-12 3-8� 4-0-12 8-0-4 4-8-0 5-5-13 5-0-13 6-4-13
Scale = 1:82.3
5x6 = 5x6 =
628 729
27
30 5x6
5x6 i
8
5
6.00 12
2x4
2x4 11
9
4
3x4 i
ST1.5x8 STP =
3
31
ST1.5x8 STP
=
AA
10 R
fo
26
175x8 11
11
M 1 2
16 3315
34
14 35
13 36
12
N
0
32
3x4 = 4x6 =
3x8 _
3x6 =
3x4 =
3x6 =
8-11-d9 18
3x6 =
2x4 II 6x =
5-2-12 8-9-8 8-11-0 15-3-13
25-8-0
33-7-0
42-7-8
5-2-12 3-6-12 0- -8 6-4-13
10-4-3
7-11-0
9-0-8
Plate Offsets (X,Y)--
f5:0-3-0,0-3-01,[6:0-3-8,0-2-41,[7:0-3-0,0-2-01,18:0-3-0,0-3-01
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL.
in (loc)
Ildefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.65
Vert(LL)
-0.40 14-16
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.81
Vert(CT)
-0.64 14-16
>639
180
BCLL 0.0
Rep Stress Incr YES
WB 0.93
Horz(CT)
0.05 10
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 238 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD
2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied, except
BOT CHORD
2x4 SP No.1 'Except'
2-0-0 oc purlins (4-8-2 max.): 6-7.
2-18: 2x4 SP No.2 BOT CHORD
Rigid ceiling directly applied.
WEBS
2x4 SP No.3 WEBS
1 Row at midpt 5-17, 6-16
REACTIONS.
(size) 2=0-8-0, 10=0-7-8, 18=0-3-0
Max Horz 2=376(LC 11)
Max Uplift 2=-442(LC 12), 10=671(LC 12), 18=-841(LC 12)
Max Grav 2=394(LC 23). 10=1586(LC 18), 18=1888(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-424/721, 3-4=313/348, 4-5=-271/333, 5-6=-1592/917, 6-7=-1528/926,
7-8=-1738/946, 8-9=-2541/1177, 9-10=-2728/1230
BOT CHORD
2-19=626/306, 18-19=-626/306, 16-17=450/1314, 14-16=-369/1390, 12-14=-714/1922,
10-12=-964/2387
WEBS
5-17=1988/733, 5-16=0/421, 6-14=-61/481, 7-14=-191/530, 8-14=-744/453,
8-12=148/627, 9-12=-349/299, 17-18=-1680/638, 3-18=-409/814, 3-19=-474/206
NOTES-
1 Unbalanced live loads have been for design.
) roof considered this
��� ,J0tr�t�,�I��
2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
�
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Exterior(2R)
`��
,� •'�.G E_ V S. 0A'.
V F ••, v
21-0-0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Exterior(2R) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 44-0-0 zone; porch left
��,•• .0ce.
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
N O 84.943
3 BuildingDesigner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
9 J 9 P fy 9 PP 9 q P.
►
* : •: * `�
to the use of this truss component.
4) Provide adequate drainage to prevent water pond ing.
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
w
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lbj
. Y
�i • � Q` ��,��
0
design i
requiresstructural wood sheathing be applied directly to the top chord and 1/2" gypsum
8) istr
shed directly to the bottom chord.
be appli
9) Graphical purlin representation does not depictthe size or the orientation of the purlin along the top and/or bottom chord.
Afldgw Johran n No.84943
MiTekl .1m R Ced:86M
i661silingley Ridge Road, Chesterfield, MO 63917.
Date:
April 24,2021
® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 14 PH 3 WATERSTONE
T23668989
2743053
A2
PIGGYBACK BASE TRUSS
1
1
Job Reference Io tional
ce (Plant City, FL), Plant City, FL - 33557. 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:01 2021
I D:6gD IOH2OVegl Nkl sxoNemzyuU LB-nH5j70wk3kErJZaGlgdM WLkloLdmRa7kdBste
7-2 4 Ij11-12 21-0-0 25 8-0 31-1-13 36-2-11 42-7-8 -O-I
7-2-4 5-9 8 8-0-4 4-8-0 5-5-13 5-0-13 6-4-13 1-4-f
5x6 =
6.00 F12 5x6 =
528 629
3x6 = 3x6 11
3x8 11
Scale = 1:79.8
1 6-10-0 7-,2r4 15-5-9 25-8-0 33-7-0
42-3-8 42 7-8
6-10-0 0- - 4 8-35 10-2-7 7-11-0
8-8-8 0-4-0
Plate Offsets (X,Y)-- [2:0-6-0 0-0-6[ [4:0-3-8 0-3-0] [5:0-3-8 0-2-41 [6:0-3-0 0-2-0] [8.0-3-0 0-3-0] [9'0-6-4 Edoe] f9'0-0-8 Edge]
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.74
Vert(LL) 0.34 17-20 >241 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.83
Vert(CT) 0.29 17-20 >289 180
BCLL 0.0
Rep Stress Incr YES
WB 0.86
Horz(CT) 0.09 9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 230 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except
BOT CHORD 2x4 SP No.1 'Except' 2-0-0 oc purlins (4-5-13 max.):
5-6.
2-17: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-16,
5-13
WEDGE
Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=0-4-0, 17=0-3-8
Max Horz 2=376(LC 11)
Max Uplift 2=-338(LC 12), 9=-701(LC 12), 17=-842(LC 12)
Max Grav 2=306(LC 23), 9=1670(LC 18). 17=1919(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-365/379, 3-4=273/292, 4-5=-1987/1025, 5-6=-1629/964, 6-7=1852/992,
7-8=-2562/1177,8-9=-2730/1220
BOT CHORD 15-16=-610/1856, 13-15=-424/1590, 11-13=-735/1983, 9-11=941/2361
WEBS 4-16=2270/776, 4-15=-82/274, 5-1 5=-1 27/490, 5-13=86/372, 6-13=-217/607,
7-13=694/432, 7-11=-100/525, 8-11=-269/258, 16-17=1885/899, 3-16=-420/475
NOTES-
1) Unbalanced roof live loads have been considered for this design.
,,��111111111II11
QIEW /�/,�1I
��
sp,��i
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
ll; Exp C; Encl., GCpi=0.18; MWFRS
�� �O •'�G E N S
Q • V F •�•2
(directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Extedor(2R)
�
21-0-0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Exterior(21RJ.-�
) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 44-0-0 zone; porch left k�
� NO' '84
•:
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 Z *'
to the use of this truss component. —r
4) Provide adequate drainage to prevent water ponding.
"0 : Qr z
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 BCDL = 10.Opsf.
�j ' Q'
any other members, with
•; ��
� 0
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb)
i.
R I
2=33
���
�uss
Is�O N A'
8) This trdesign quires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
And!pkJohwn PEN9.64943
MiTekDK, Inc: FL Cent6634
g 16O23.Wnsy.R1dge Roadipleeteiffeld, MO63617.
Date:
April 24,2021
®WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/i9/2020 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/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
SafelyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
LOT 14 PH 3 WATERSTONE
T23668990
2743053
A4
PIGGYBACK BASE TRUSS
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:03 2021 Page 1
ID:6gDIOH2OVeglNklsxoNemzyuULB-jfDTY4x_bLUZZtkeP5fgbmggQ9H1vUfO4VL_iczOPYo
T1-4-Q 6-3-0 12-10-0 21-0-0 25-B-0 , 28-10-0 , 36-1-8 42-3-8 ,44-0-0,
1-4-0 6-3-0 6-7-0 8-2-0 4-B-0 3-2-0 7-3-8 1-8-8
Scale = 1:79.6
5x6 =
6.00 12 5x6 =
5 3n A :il
21 `" 3x8 = 2x4 II 13 12 11
3x6 = 3x6 I 2x4 I 2x4 — 6x8 =
2x4 I I
6-0-0 6-a-0 12-10-0 218-0-D
28-4-0 28 1p-0 W-1-8 42-31
6-010- -0 6-7-0 -2-0
7-4-0 0-6-0 7-3-8 6-&0
Plate Offsets (X,Y)-- [2:0-2-12,0-1-81, [4:0-3-0,0-3-41, [5:0-3-8,0-2-4), [6:0-3-0,0-2-01, [8:0-3-0,0-3-01, [9:0-2-15,0-2-Oj, [74:0-2-8,0-2-12j, [18:0-3-8,0-3-01
LOADING (pst)
SPACING- 2-0-0
CSI.
DEFL. in (]cc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.61
Vert(LL) 0.19 21-27 >371 240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.97
Vert(CT) -0.38 15-16 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.86
Horz(CT) 0.15 11 n/a rile
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 275 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
BOT CHORD 2x4 SP No.2 'Except*
2-0-0 cc purlins (4-5-15 max.): 5-6.
7-15: 2x4 SP No.3
BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3
2-2-0 cc bracing: 14-15
6-0-0 cc bracing: 7-15
WEBS 1 Row at midpt 4-16, 6-16
JOINTS 1 Brace at Jt(s): 14
REACTIONS. (size) 2=0-8-0, 21=0-3-0, 11=0-3-8
Max Horz 2=486(LC 11)
Max Uplift 2=-355(LC 12), 21=766(LC 12), 11=-739(LC 12)
Max Grav 2=279(LC 18), 21=1930(LC 17), 11=1674(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-490/431, 3-4=2186/1041, 4-5=-1828/986, 5-6=-1569/980, 6-7=-2216/1257,
7-8=-2207/1080, 8-9=-2821/1244, 9-11 =-1 560/923
BOT CHORD 16-18=-745/2138, 15-16=-472/1639, 14-15=-985/2439, 7-15=351/385
WEBS 3-18=753/2147, 4-16=-490/317, 5-16=-90/545, 6-15=457/986, 8-15=-679/385,
9-14=967/2331, 19-21=-1894/920, 3-19=1801/949
NOTES-
��,,� VV JOyplip. .
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16: Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
,� Q�.•• •y I�
`�Q • ,` E,Ns • `SO ��
(3-second gust)
`�� G �
• V F•• 2
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1; 8-0, Interior(1) 1-8-0 to 21-0-0, Exterior(2R)
��;
21-0-0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Exterior(2R) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 44-0-0 zone; end vertical
N o 84.00 •
right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
.
* •'
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
"U
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 has been designed for live load bottom in 3-6-0 by
truss a of 20.Opsf on the chord all areas where a rectangle tall 2-0-0 wide
R'
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
I�, tShO
2=355,21=766,11=739.
,I'
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
*fewJoh*llPENo.84943
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
M( kU$A Int FL'Cart6W
16023.§r IIgley 1`11d a Road, (3lest ifield, M0 0617
Date:
April 24,2021
®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 �►iTek•
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the A
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Qualify 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 14 PH 3 WATERSTONE
T23668991
2743053
B7
HIP TRUSS
1
Job Reference (optional)
"-- "•' 1_111 •y, , 1), 1 , y, -� - •'•+•+ , o.93U s iviar zz zuz I IVII I eK Inaustres, Inc. VVea Apr 21 16:42:16 2U21 Page 1
ID:6gDIOH2OVeglNklsxoNemzyuULB-rgVNGW58XL7jdtEBgKOudVss00j?SNFx40?AgMzOPYb
1-4-0 3-9-4 7-0-0 13-5-6 I9A0-12 26-0-2 32-9-8 36-2-12 39-1-11 3 -8 0 42-11-7 46-9-0 1 %
1-4-0 3-2-12 6-5-6 6-SE 6-5-6 6-5-6 3-5-4 2-10-15 0-6-5 3-3-7 3-e-9 1-4-0
2x4 J
3
ST1.Sx8 STP =
0 20 45
4x6 = 3x8 =
5x6 =
6.00 F12 5x8 = 2x4 II 5x6 = 4x6 = 5x8 —
4 27 28 5 29 30 31 32 336 34 35 36 737 38 39 40 41 842 43 44 9
46 19 'Ill? 48 49
3x8 MT20HS =
2x4 II
5017 51 52 53 5416 55 56 57 15
5x8 = 46 = 3x6 II
4x6 =
Scale = 1:86.7
2x4 =
10 cm
ST1.5x8 STP = o
o �
0
11 12 I� N
0
3.50112 4x6
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2020/TP12014
CSI.
TC 0.72
BC 0.98
WB 0.84
Matrix -MS
DEFL. in (loc) I/dell L/d
Vert(LL) 0.29 17-19 >999 240
Vert(CT) -0.44 17-19 >914 180
Horz(CT) 0.10 15 n/a n/a
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 470 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-5-6 oc bracing.
8-15: 2x4 SP No.3
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 15=0-3-0, 11=0-8-0
Max Horz 2=-154(LC 6)
Max Uplift 2=-1001(LC 8). 15=1453(LC 8). 11=-403(LC 8)
Max Grav 2=2307(LC 1), 15=3691(LC 1). 11=814(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4560/1833, 3-4=-4415/1765, 4-5=-3994/1646, 5-6=-5495/2330, 6-7=-5518/2348,
7-8=-3760/1653, 8-9=-144/468, 9-10=-2146/684, 10-11=-2329/872
BOT CHORD 2-20=1510/4029, 19-20=-2097/5559, 17-19=-2097/5559, 16-17=-1447/3826,
14-15=-3466/1410, 8-14=-2638/1271, 13-14=-456/2266, 11-13=-678/2220
WEBS 3-20=261/140, 4-20=-419/1479, 5-20=-1797/797, 5-19=0/462, 6-17=-642/503,
7-17=752/1933, 7-16=-1606/914, 8-16=-1691/4400, 9-13=-98/1132, 10-13=463/219,
9-14=2804/772
NOTES-
1) 2-ply truss to be connected together with 10d "x3") follows:
,,�Illlllif///I
,�t� EW JOy "II.,
(0.131 nails as
,�
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom follows: 2x4 1
`OQI
��� ` •- Ci;E, S'
Q' V F
chords connected as - row at 0-8-0 oc.
♦
Webs connected as follows: 2x4 - 1 row at 0-9-0 DO. �♦ • �-
N_0 8.4943
•:
2 All loads are considered equally applied to all lies, except if noted as front F or back B face in the LOAD CASES section. PI to
q Y PP P P O O O Y �.
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
*':
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 !�i _: T '' `•
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) Provide drainage
�j • Q '• i�
�i��s'.�o_ia p•
adequate
toprevent water ponding.7)
�?`��,
All unlessates d.
are en
8) This
trusss has es designed
es gnedfor a 10.0 psf bottom chord hord live load nonconcurrent with any other live loads.
ONA11
9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
Andrew JOhilmn'RENo.84943
10) Bearing atjoint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
MitiUS4.1nc R.Cert6634
capacity of bearing surface.
16123 SivA9W Ridge RoadAllsteAld, M063617
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
Dater
2=1001, 15=1453, 11=403.
April 24,2021
WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE.
Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not •
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII 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 14 PH 3 WATERSTONE
T23668991
2743053
B7
HIP TRUSS
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:16 2021 Page 2
ID:6gDIOH2OVegl Nk1 sxoNemzyuULB-r9VNGW58XL7jdtE8gKOudVssOOj?SNFx40?AgMzOPYb
NOTES-
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 Ib down and 100 Ib up at 7-0-0, 87 Ib down and 108 Ib up at
9-0-12, 87 Ib down and 108 Ib up at 11-0-12, 87 Ib down and 108 Ib up at 13-0-12, 87 Ib down and 108 Ib up at 15-0-12, 87 Ib down and 108 Ib up at 17-0-12, 87 Ib
down and 108 Ib up at 19-0-12, 87 Ib down and 108 Ib up at 21-0-12, 87 Ib down and 108 Ib up at 23-0-12, 87 Ib down and 108 Ib up at 23-7-4, 87 Ib down and 108 Ib
up at 25-7-4, 87 Ib down and 108 Ib up at 27-7-4, 87 Ib down and 108 Ib up at 29-7-4, 87 Ib down and 108 Ib up at 31-7-4, 115 Ib down and 118 Ib up at 35-7-4, and
115 Ib down and 118 Ib up at 37-7-4, and 179 Ib down and 198 Ib up at 39-8-0 on top chord, and 364 Ib down and 85 Ib up at 7-0-0, 65 Ib down at 9-0-12, 65 Ib down at
11-0-12, 65 Ib down at 13-0-12, 65 Ib down at 15-0-12, 65 Ib down at 17-0-12, 65 Ib down at 19-0-12, 65 Ib down at 21-0-12, 65 Ib down at 23-0-12, 65 Ib down at
23-7-4. 65 Ib down at 25-7-4, 65 Ib down at 27-7-4, 65 Ib down at 29-7-4, 65 Ib down at 31-7-4, 121 Ib down and 113 Ib up at 33-7-8, 63 Ib down at 35-7-4, and 83 Ib
down at 37-7-4, and 424 Ib down and 72 Ib up at 39-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-9=54, 9-12=-54, 15-21=20, 13-14=-20, 13-24=-20
Concentrated Loads (lb)
Vert: 4=-125(F) 15=-121(F) 20=-364(F) 9=-179(F) 27=87(F) 28=-87(F) 29=-87(F) 30=87(F) 31=-87(F) 33=-87(F) 34=-87(F) 35=87(F) 36=-87(F) 37=-87(F)
38=-87(F) 40=-87(F) 41=87(F) 43=-115(F) 44=-115(F) 45=-40(F) 46=-40(F) 47=-40(F) 48=-40(F) 49=-40(F) 50=40(F) 51=-40(F) 52=-40(F) 53=40(F) 54=-40(F)
55=-40(F) 56=-40(F) 57=-40(F) 58=-61(F) 59=-61(F) 60=-424(F)
®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 ANSI/TP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 14 PH 3 WATERSTONE
T23668992
2743053
B9
HIP TRUSS
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:18 2021 Page 1
ID:6gDIOH2OVeg1Nk1sxoNemzyuULB-nYd8hC703yNQsANXnIRMiwxFECRdwGtEXKUHkEzOPYZ
1-4- 4-94 9-0-0 17-3-1 25-6-2 33-9-4 37-8-0 41-11-7 46-8-0 8-0-
-4- 4-9-4 4-2-12 8-3-1 8-3-1 8-3-2 3-10-12 4-3-7 4-8-9 -4-
�`
0
6.00 F12
5x6 =
5x8 =
27 28 5 29
5x6 =
30
3x4 =
731
19 18 17 16 15 14
4x6 = 3x8 =
3x8 = 3x8 =
2x4 II
3x6 =
sx8 =
Scale = 1:86.7
5x6 =
8
c?
o
o `T
c�
0
1011 Iv
6
3.50112 4x6
9-0-0 17-3-1 25-6-2
33-9-4
39-1-11 46-8-0
9-0-0 8-3-1 8-3-1
8-3-2
5-4-7 7-6-5
Plate Offsets (X,Y)--[4:0-3-0,0-2-01,[5:0-4-0,0-3-0],[6:0-3-0,0-3-4],[8:0-3-0,0-2-0],[10:0-1-0,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 0.57
Vert(LL)
0.22 17 >999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.84
Vert(CT) -0.33 15-17 >999
180
BCLL 0.0
Rep Stress Incr YES
WB 0.89
Horz(CT)
0.11 14 n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 235 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood
sheathing directly applied.
BOT CHORD 2x4 SP No.2 'Except'
BOT CHORD
Rigid ceiling directly applied.
7-14: 2x4 SP No.3
WEBS
1 Row at midpt
5-19, 5-15, 6-14
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0, 14=0-3-0
Max Harz 2=191(LC 11)
Max Uplift 2=-664(LC 12). 10=335(LC 12), 14=-748(LC 12)
Max Grav 2=1297(LC 21), 10=525(LC 18), 14=1808(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2311/1279, 3-4=-2067/1121, 4-5=-1824/1080, 5-6=-1646/1028, 8-9=-746/383,
9-10=1215/771
BOT CHORD 2-19=1003/2041, 17-19=-1029/2306, 15-17=-1029/2306, 14-15=-696/1629,
13-14=-761/437, 7-13=-370/325, 12-13=-42/324, 10-12=-612/1090
WEBS 3-19=316/297, 4-19=-182/600, 5-19=650/315, 5-17=0/313, 5-15=-761/378,
6-15=83/609, 6-14=-1973/927, 8-13=-629/298, 8-12=-128/533, 9-12=-457/473
NOTES-
1) Unbalanced roof live loads have been considered for this design.
*��, W J� 44
y,A+�j�
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat.
11; Ex C; Encl., GC i=0.18; MWFRS directional and C-C Exterior 2E) -1-4-0 to 1-8-0, Interior 1 1-8-0 to 9-0-0, Exterior 2R 9-0-0
P P - (directional) ( () ( )
��� vS^.,
E.�1j •• •,�Q' o
S, miAl--
to 13-2-15, Interior(1) 13-2-15 to 37-8-0, Exterior(2R) 37-8-0 to 41-10-15, Interior(1) 41-10-15 to 48-0-0 zone;C-C for members and
� F •._v
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
N o 84943 ••
3 BuildingDesigner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
9 1 9 P fY 9 PP 9 9s-
* * * `�
to the use of this truss component.
•
*'
4) Provide adequate drainage to prevent water ponding.
+LL^
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 joints) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
.• ,
♦ T Q' •�
��j` •':'0 R O'•`C?`
capacity of bearing surface.
S1 1 r�,
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=664, 10=335, 14=748.
�I11N..AL
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2",gypsum
sheetrock be applied directly to the bottom chord.
Andrew Johrr6nPEN9.84943
mt, ek*.'inG K;W 6634
16623 Skgl y Ridge Road, dh 6fAeld, M063017
Dates
April 24,2021
®WARNING - Verifydesign 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 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
___J
Truss Type
LOT 14 PH 3 WATERSTONE
71,Ply
2743053
Bit
HIP TRUSS
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:04 2021 Page 1
ID:6gDIOH2OVeglNklsxoNemzyuULB-BsnrlQycMfcPAlJrzoB38zMtAZfKev4AJ94XE2zOPYn
42-8-5
1-4- 5-9-4 11-0-0
1018-3-3 25-6-5 33-9-4 35-8-0 39-1-11 0-10- 46-8-0
1-4-0 5-9-4 5-2-12 7-3-3 7-3-3 8-2-15 -10-12 3-5-11 1-8-13 1-9-12 3-11-11
Scale = 1:86.4
5x8 =
6.00 12
2x4 I I 5x8 =
28 29 30 5 6
3x4 11 5x6 =
31 32 7 8
STP =
10
2x4 11 3x8 MT20HS = 3x8 = 2x4 11 6x8 = 4x6
4x6 = 3x6 = 3.50 12
3x8 =
5-9-0 11-0-0 18-3-3 25-65
33-9-4 35-8-0
39-1-11
46-8-0
5-9-0 5-2-12 7-3-3 7-3-3
8-2-15 -10-1
3-5-11
Plate Offsets (X,Y)-- [4:0-6-0,0-2-81, [6:0-2-12,0-3-41, [8:0-3-0,0-2-71, 110:0-1-0,Edge1
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 0.48
Vert(LL)
-0.19 16-18 >999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.84
Vert(CT)
-0.33 16-18 >999
180
MT20HS 1871143
BCLL 0.0
Rep Stress Incr YES
WB 0.98
Horz(CT)
0.10 13 n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 245 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD
Rigid ceiling directly
applied.
7-13: 2x4 SP No.3 WEBS
1 Row at midpt
6-13
WEBS 2x4 SP No.3
REACTIONS. (size) 10=0-8-0, 2=0-8-0, 13=0-3-0
Max Horz 2=223(LC 11)
Max Uplift 10=-225(LC 12), 2=662(LC 12), 13=-761(LC 12)
Max Grav 10=552(LC 18), 2=1528(LC 17), 13=2024(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2729/1217, 3-4=-2215/1065, 4-5=-2138/1139, 5-6=-2138/1139, 8-9=-1013/494,
9-10=1390/748
BOT CHORD 2-19=1006/2544, 18-19=-1006/2544, 16-18=-707/2041, 14-16=-557/1601,
13-14=-559/1592, 12-13=-820/455, 7-12=369/313, 10-11=-615/1269
WEBS 3-18=590/343, 4-18=-89/540, 4-16=-152/379, 5-16=-420/375, 6-16=-324/769,
6-14=0/421, 6-13=-2025/809,8-12=-4981237,9-1 1=-428/428,8-1 1=-350/1016
NOTES- ,,�IIllllff/I�
1) Unbalanced roof live loads have been considered for this design. ,,�� �W JON, Ij�,
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; 8=45ft; L=24ft; eave=6ft; Cat. �� •; Al �i
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2R) ♦�� .\G E.N S+ O�/� >�
11-0-0 to 15-2-15, Interior(1) 15-2-15 to 35-7-9, Exterior(2R) 35-7-9 to 39-10-8, Interior(1) 39-10-8 to 46-8-0 zone;C-C for members ♦ Qom; ' V F�••,"Y40,
and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3 BuildingDesigner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific : • NaN 8'.4;943 _ y,
9 1 9 P Y 9 PP 9 Q P �
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding. 1k
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '• �{ /� ��
7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • A Q/
will fit between the bottom chord and any other members, with BCDL = 10.Opsf. �� ' 'C Q` " ♦�
8) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �� '< R �! ♦,
capacity of bearing
9) Provide surface. mechanicalconnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) IS�ON A' ,;,,`�,
10=225,2=662,13=761. 11
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum AndWJohrlson PENd.84943
sheetrock be applied directly to the bottom chord. MTekUSA. Int'FLteft§634_
i662H: Ing*lllifgekoad Chesfeifreld,M06301T.
Dee:
April 24,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
--
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TF11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Jab
Truss
Truss Type
City
Ply
LOT 14 PH 3 WATERSTONE
T23668994
2743053
B13
Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:06 2021 Page 1
ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-8EvcA6_ttGs7QKTD4DDYDOSCiMND6tXTnTaeJxzOPYI
1-4-Q 6-9� 13-0-0 19-11-4 26-8-12 33-8-0 39-1-11 46-8-0
I-4 6-94 6-2-12 6-11 4 6-9-8 6-11-4 5-5-11 7-6-5
O
4x6 =
6.00 12 5x8 =
4 27 28 29
5x6 =
3x8 =
3031 32
10x16 MT20HS
18 it 16 J0 l0 14 °D 13 12
2x4 11
3x8 MT20HS = 3x6 = 3x8 = 3x8 =
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/TP12014
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2 *Except*
7-12: 2x4 SP No.3
WEBS
2x4 SP No.3
3x6 = 3x8 MT20HS I I
3.50112
4x6
Scale = 1:88.1
c?
STP =
0
9 m o
f4 N
O
CSI.
DEFL.
in (loc) I/defl Lid
PLATES
GRIP
TC 0.54
Vert(LL)
-0.15 14-16 >999 240
MT20
2441190
BC 0.69
Vert(CT)
-0.26 14-16 >999 180
MT20HS
187/143
WB 0.73
Horz(CT)
0.07 12 n/a n/a
Matrix -AS
Weight: 258 lb
FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
WEBS
1 Row at midpt 4-14,
6-11
REACTIONS. (size) 9=0-8-0, 2=0-8-0, 12=0-3-8
Max Horz 2=260(LC 11)
Max Uplift 9=-155(LC 12), 2=-636(LC 12), 12=-858(LC 12)
Max Grav 9=375(LC 18), 2=1476(LC 17), 12=2262(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2558/1131, 3-4=-1913/948, 4-5=-1577/913, 5-6=1577/913, 6-7=73/646,
7-8=-184/752, 8-9=392/205
BOT CHORD 2-18=914/2412, 16-18=-916/2407, 14-16=-555/1774, 13-14=261/975, 11-12=-2153/1021,
7-11=570/359, 10-11=-162/263, 9-10=-172/345
WEBS 3-18=0/268, 3-16=-738/415, 4-16=-118/619. 5-14=-391/349, 6-14=-398/963,
11-13=-284/991, 6-11=-1832/824, 8-11=-1009/536, 8-10=0/355
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Extedor(2R)
13-0-0 to 17-2-15, Interior(1) 17-2=15 to 33-8-0, Extedor(2R) 33-8-0 to 37-10-15, Interior(1) 37-10-15 to 46-8-0 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) The Fabrication Tolerance at joint 7 = 16%
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 = 10.Opsf.
9) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb)
9=155, 2=636, 12=858.
11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
A��
�.G.E.N 5 ..02 •
t No 84943
Andlow Johnson RE No.84943
MiTkH AyintFLCod6634.
16023 knilO Ridge R6d,glestei6eld, MAT
Dater
April 24,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/7 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 14 PH 3 WATERSTONE
T23668995
2743053
B15
HIP TRUSS
1
1
Job Reference (optional)
tsunaers Flrsujource (viant uity, rL), viant uity, rL - 33b5t, 15.431.1 s Mar LG 2Uz1 MI I eK Inaustfles, Inc. Wea Apr 21 1t5:42:Ut 2Uz1 Page 1
ID:6gD10H2OVeg1NklsxoNemzyuULB-cRT OR_Vea_1U1Qexknlc JWmetrKnc?7JCrNzOPYk
r1-4-Q 5-2-12 8-8-8 15-0-0 23-4-0 31-8-0 35-2-9 41-50
1-4-0 5-2-12 3-5-12 6-3-8 8-4-0 8-4-0 3-6-9 6-2-8
Scale = 1:77.4
5x8 =
6.00 F1T 5x8 =
5x8 =
5 28 6
29 30 31 7
2x4
5x6
8 32
27
4x4
4
y 4x4
2x4 �
3
10 7
ST1.5x8 STP =
I7
26 8-10-4 16
00
2 3x4 = 15 34 14 13
12 3511
N
d 3x4 = 3x8 =
0 3x6 =
3x4 =
3x6 =
4x12 11
33 17
I 8-11-0 18
3x8 = 8x14 MT20HS =
5-2-12 8-8-8 8-11-0 15-0-0 23-4-0
31-8-0
41-5-0
5-2-12 3-5-12' 0- -8 6-1-0 8-4-0
8-4-0
9-9-0
Plate Offsets (X,Y)-- [2:0-8-0,0.0-14], [4:0-3-0,0-3-0], [5:0-5-8,0-2-41 16:0-4-0 0-3-0] [7:0-6-0 0-2-8] 110:0-7-12 Edge], [18:0-3-8 Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (lac) I/defl Lid
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.73
Vert(LL)
0.43 18-25 >245 240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.98
Vert(CT)
0.35 18-25 >296 180
MT20HS
1871143
BCLL 0.0
Rep Stress Incr YES
WB 0.73
Horz(CT)
0.05 10 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 220 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD
Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3
4-6-0 oc bracing: 16-18
SLIDER Right 2x6 SP No.2 -t 3-6-10
REACTIONS. (size) 10=Mechanical, 2=0-8-0, 18=0-3-0
Max Horz 2=249(LC 11)
Max Uplift 10=-549(LC 12), 2=418(LC 12), 18=-841(LC 12)
Max Grav 10=1427(LC 18), 2=406(LC 23), 18=1788(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten._ -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-305/593, 34=123/401, 4-5=-1508/889, 5-6=-2080/1194, 6-7=2080/1194,
7-8=-2018/1040, 8-10=-2124/1083
BOT CHORD 2-18=632/266, 16-18=-1590/553, 4-16=1491/584, 15-16=-344/103, 13-15=-579/1330,
11-13=-700/1752,10-11=-833/1818
WEBS 4-15=342/1414, 5-15=-259/214, 5-13=-393/983, 6-13=-510/449, 7-13=-245/472,
7-11=23/411, 3-18=-276/441
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Exterior(2R)
15-0-0 to 19-2-15, Interior(1) 19-2-15 to 31-8-0, Exterior(21R) 31-8-0 to 35-10-15, Interior(1) 35-10-15 to 41-5-0 zone; 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) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all, areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
10=549,2=418,18=841.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
ew a • ' I�
No 8:4943
�pIMAi
Andrlsv,lohnsorrPE NIi.84943
MiTekUSA; Inr FL blift l5kS
16D43 Swingy AidpeHoadrChestefield, M063017.
Date:
April 24,2021
® 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 T
ek•
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi i
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/1TP11 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 14 PH 3 WATERSTONE
T23668996
2743053
B17
Hip Truss
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:09 2021 Page 1
ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-Ypako70lABEiHoBomMmFq l4hAaONJFSvTQolwGzOPYi
r1-4-Q 5-2-12 8-11-0 17-0-0 23-4-0 29-8-0 36-1-2 41-5-0
1-4-0 5-2-12 3-85 8-1-0 2 5 3-14
5x8 = 2x4 11 5x8 =
6.00 r12
5 25 6 26 27 28 7
Scale = 1:79.0
M
o_
ob
3x6 = 2x4 11 6x8 =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DO 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TPI2014
CSI.
TC 0.59
BC 0.72
WB 0.85
Matrix -AS
DEFL. in (loc) I/deft Lid
Vert(LL) -0.18 15-16 >999 240
Vert(CT) -0.38 15-16 >999 180
Horz(CT) 0.04 10 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 236 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD
2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD
2x4 SP No.2 BOT CHORD
Rigid ceiling directly applied.
WEBS
2x4 SP No.3
REACTIONS.
(size) 2=0-8-0, 18=0-3-0, 10=Mechanical
Max Horz 2=285(LC 11)
Max Uplift 2=-371(LC 12), 18=898(LC 12), 10=-534(LC 12)
Max Grav 2=377(LC 23), 18=1811(LC 17), 10=1430(LC 18)
FORCES. (lb)
-Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-336/552, 3-4=228/254, 4-5=-1579/771, 5-6=-1729/970, 6-7=-1729/970,
7-8=-1899/936, 8-9=-2206/980, 9-10=-1337/656
BOT CHORD
2-19=5451261, 18-19=-545/261, 14-15=442/1385, 12-14=-576/1590, 11-12=-807/1915,
10-11=-140/262
WEBS
4-15=44511374, 5-14=-273/604, 6-14=-373/309, 7-14=-76/272, 7-12=-41/444,
6-12=376/260, 9-11=-706/1670, 16-18=-1651/771, 4-16=-1534/812, 3-18=-345/704,
3-19=482/206
NOTES-
1 ) Unbalanced roof live loads have been considered for this design.
NS ��j
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
to Interior(1) 1-8-0 to 17-0-0, Exterior(2R)
Q ;: :•�
E.N S+ O .�
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 1-8-0,
,�� • ,'`Cj
Q., • L ••% ✓
17-0-0 to 21-2-15, Interior(1) 21-2-15 to 29-8-0, Exterior(2R) 29-8-0 to 33-10-15, Interior(1) 33-10-15 to 41-3-4 zone; porch left
♦
i.
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=11.60
� ;..� No 84943
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.
i
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.
•• �;Cr
6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Refer to girder(s) for truss to truss connections.%
•
Q Q` z��i`
8) Provide connection others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
_
Is R
mechanical (by plate
,s ►',,,`
9) Th s7truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
j��;
=
sheetrock be applied directly to the bottom chord.
An. d*Johrr.ertPENo.9'W
M TekV%Inc Fl Cert66M
16621kngW Ridge 96ad,pil%tei6eld, MO 63617
Date:
April 24,2021
® 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 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 WOWis 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 14 PH 3 WATERSTONE
T23668997
2743053
B19
HIP TRUSS
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:10 2021 Page 1
I D:6gD IOH2OVegl Nk1 sxoNemzyuU LB-0?860T1 NxVMZuym?J31UNEcpEzj52ig2h4YsSizOPYh
1-0- 5-2-12 8.1.4 8.11-0 12-1-12 19-0.0 27.8.0 34-4-12 41-5-0
1-4-0 5-2-12 3-7.8 0. •12 Ti-0-12 6-0-4 8-8-0 6-8-12 7-0-4
6.00 12
3x6 = 2x4 II 6x8 =
5x6 =
5x6
24 25 7
e-11-0
5-2-12 8-9-8 8-IdD-4 19-0-0 27-8-0 34-4-12 i 41-6-0
5-2-12 3-6-13 0- 12 10-1-0 B-8-0 6-8-12 7-Oct
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.83
TCDL 7.0 Lumber DOL 1.25 BC 0.82
BCLL 0.0 Rep Stress Incr YES WB 0.64
BCDL 10.0 Code FBC2020/TP12014 Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
13-15: 2x4 SP No.1
WEBS 2x4 SP No.3 `Except'
6-12: 2x4 SP No.2
REACTIONS. (size) 2=0-8-0, 17=0-3-0, 10=Mechanical
Max Horz 2=322(LC 11)
Max Uplift 2=-393(LC 12), 17=870(LC 12), 10=540(LC 12)
Max Grav 2=392(LC 23), 17=1797(LC 17), 10=1423(LC 18)
DEFL. in (loc) Udefl L/d
Vert(LL) -0.31 14-15 >999 240
Vert(CT) -0.62 14-15 >628 180
Horz(CT) 0.04 10 n/a n/a
Scale = 1:79.0
PLATES GRIP
MT20 244/190
Weight: 232 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 5-15, 6-12
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-383/613, 3-4=258/274, 5-6=-1557/831, 6-7=-1529/920, 7-8=-1754/929,
8-9=-2196/1000, 9-10=-1299/680
BOT CHORD 2-18=617/299, 17-18=-617/299, 14-15=484/1132, 12-14=-441/1408, 11-12=-791/1883,
10-1 1=-221/426
WEBS 5-15=1692/751, 5-14=0/448, 6-14=0/314, 6-12=-126/280, 7-12=-19/396, 8-12=-527/323,
9-11=609/1465, 15-17=1588/677, 3-18=-474/204, 3-17=-398/798
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Extedor(2R)
19-0-0 to 23-2-15, Interior(1) 23-2-15 to 27-8-0, Extedor(2R) 27-8-0 to 31-10-15, Interior(1) 31-10-15 to 41-3-4 zone; 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) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20'.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=393, 17=870, 10=540.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chard and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
,`�Illflllf//j�
Ii
No 84943
70 N A
11111
Andrew Jell &h PE N8.84943
MTeitUSA; IIIG RCed 6634
16M Sw 914 Ridge Mad, 6asterfield, MO 63017
Date:
April 24,2021
® 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 ANSUTPII 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 14 PH 3 WATERSTONE
T23668998
2743053
B21
Hip Truss
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:12 2021 Page 1
ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-yOGtR92eT6dH8FwNRUKySfiBXnNgWYVL901 zWbzOPYf
1 4- 5-2-12 8-10-4 8-11-0 12-11-12 21-0-0 25-8-0 31-1-13 36-2-11 42-7-8
1-4-0 5-2-12 -12 4-0-12 8-0-4 4-8-0 5-5-13 5-0-13 6-4-13
5x6 =
6.00 12 5x6 =
628 729
3x6 = 2x4 II 6x8 =
;TP =
Scale = 1:80.0
5-2-12 8-10-4 8-11-0 17-6-9
25-8-0
33-7-0
42-7-8
5-2-12 3-7-8 0- -12 8-7-9
8-1-7
7,11-0
9-0-8
Plate Offsets (X,Y)--
[5:0-2-12,0-3-41,[6:0-3-8,0-2-41,[7:0-3-0,0-2-01,19:0-3-0,0-3-01,[18:0-3-8,0-3-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.65
Vert(LL)
-0.23 15-16
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.93
Vert(CT)
-0.47 15-16
>865
180
BCLL 0.0
Rep Stress Incr YES
WB 0.95
Horz(CT)
0.06 10
rile
n/a.
BCDL 10.0
Code FBC2020ITP12014
Matrix -AS
Weight: 236 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD
2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
2x4 SP No.2 BOT CHORD
Rigid ceiling directly applied.
WEBS
2x4 SP No.3 WEBS
1 Row at midpt 5-16. 6-15
REACTIONS.
(size) 2=0-8-0, 10=0-7-8, 18=0-3-0
Max Horz 2=371(LC 11)
Max Uplift 2=-412(LC 12). 10=565(1_C 12), 18=-871(LC 12)
Max Grav 2=391(LC 23), 10=1511(LC 18), 18=1875(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-416/657, 3-4=306/328, 4-5=-264/318, 5-6=-1633/883, 6-7=1506/930,
7-8=-1713/953,8-9=-2552/1190,9-10=-2741/1251
BOT CHORD
2-19=619/299, 18-19=-619/299, 15-16=517/1257, 13-15=-413/1390, 11-13=-745/1914,
10-11=-1007/2405
WEBS
5-16=18941821, 5-15=0/405, 6-13=-85/408, 7-13=-195/521, 8-13=-764/451,
8-11=1681667, 9-11=-358/328, 16-18=-1660/673, 3-18=-405/808, 3-19=4721204
NOTES-
1) Unbalanced roof live loads have been considered for this design. ,,��i 11811�1��,
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. t� EW JDy III,
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Exterior(2R)
21-0-0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Exterior(2R) 25-8-0 to 29-10-15, Interjor(1) 29-10-15 to 42-7-8 zone; porch left �� �� •' CJ Ir,�. S • (' �i�
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 No 8.4948
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. * r
a
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 ,, L
Will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) + ,
2=412, 10=565, 18=871. �i�� • Q Q' ���
8) This truss design requires that a minimum of 7116" structural wood.sheathing be applied directly to the top chord and 1/2" gypsum �j s1 •'•.� F1
sheetrock be applied directly to the bottom chord. N A
WONJohrlsbn PENo.84948
MTeH%Inc: 11 600kk
16023 Sviingleji Ridge R04011e*11lield, MO 63617
Date: -
April 24,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. '
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Intormatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 14 PH 3 WATERSTONE
T23668999
2743053
C1
JACK -OPEN TRUSS
15
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:19 2021 Page 1
ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-FkBWvY81pGVHUKyjLSybE8UVHczMfw4Nm_DgGhzOPYY
-1-4-0 0-11�
1-4-0 0-11-0
Scale = 1:7.6
0-11-4
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/dell Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.23
Vert(LL)
0.00 5 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.04
Vert(CT)
0.00 5 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT)
0.00 4 n/a nla
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 5lb 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=79(LC 12)
Max Uplift 3=-3(LC 1), 2=-194(LC 12). 4=-15(LC 1)
Max Grav 3=21(LC 12), 2=158(LC 1), 4=45(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; 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 for truss to truss
,,
JOH�
girder(s) connections.
6) Provide truss to bearing 100 lb 3, 4
,t� w
mechanical connection (by others) of plate capable of withstanding uplift at joint(s) except Qt=lb)
2=194.
Q ,.,......; .s
No 8.4043
��i F•••,�.p R Ip• �.
���►ii111►�
Andrew Joh_rabn PE No.84943
i 17ek USA; Inc R C 6f*
16W.S&glep R dge Road, Chesterfield, MO63017
Date:
April 24,2021
® 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 ANSUTP/i 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 14 PH 3 WATERSTONE
T23669000
2743053
C1S
JACK -OPEN TRUSS
1
1
Jab Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:19 2021 Page 1
ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-FkBWvY81pGVHUKyjLSybE8UYGczufw4Nm_DgGhzOPYY
0-1 1-4
0-11-4
V
d,
6
Scale = 1:6.9
2x4 =
ST1.5x8 STP =
0-11-4
0-11-4
Plate Offsets (X,Y)-- (1:0-1-4,Edge)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (]cc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.04
Vert(LL) -0.00 1 >999 240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.01
Vert(CT) -0.00 1 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00 2 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-P
Weight: 3 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 cc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
REACTIONS. (size) 1=0-8-0, 3=Mechanical, 2=Mechanical
Max Harz 1=27(LC 12)
Max Uplift 1=-6(LC 12), 2=-27(LC 12)
Max Grav 1=32(LC 1). 3=17(LC 3), 2=27(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSlrrPI 1.
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) Gable studs spaced at 2-0-0 cc.
,��1/llllf/l.,
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
'
.IO A,'�eI
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
�� OQ�F. ...,. yS
will fit between the bottom chord and any other members.
E N SF�••.�
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 2.
No 8.4943
. =
• a
,ri'..:c P ; ��•
�iFS•��0RIO•.. ♦��
Andrew Jolir son PE 1104943
MTekUSA, Inc: FL Cefd6634
16M Wng* Fridge Road,plestelfield, MO63017
Dater
April 24,2021
® 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 MiTekS connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSffPIf 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
Jab
Truss
Truss Type
Qty
Ply
LOT 14 PH 3 WATERSTONE
T23669001
2743053
C1 V
JACK -OPEN TRUSS
2
1
Job Reference (optional)
Builders FirstSource (Plant City, FL),
Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:20 2021 Page 1
ID:6gD IOH2OVegl Nk1 sxoNemzyuU LB-jxlu6u8faad85UXwv9TgnL1 g1?JCO NKX?ezOp7zOPYX
-1-4-0 0-
1-4-0 0-11
Scale =1:7.6
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ltd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.23
Vert(LL)
0.00
7
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.04
Vert(CT)
0.00
7
>999
180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT)
0.00
2
n/a
n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -MP
Weight: 5lb FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=79(LC 12)
Max Uplift 3=-4(LC 9), 2=-178(LC 12), 4=-14(LC 1)
Max Grav 3=15(LC 12).2=158(LC 1),4=35(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; 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/rPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb)
2=178.
�p,EW JO �s
:..,.;,
,,���QC�.•�\.G E IV S�.•.0� ii
No -8.4943 o
-���►�linlu��
Andrew Johnson PE Ho.84943
MTek USA; Inc; FL'CeA 66M
16023 51a g_ hU Ridge Road; glestei field, MC 63017
Date:
April 24,2021
--
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6I79I2020 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 ANSUTFII 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 14 PH 3 WATERSTONE
FC3
T23669002
2743053
JACK -OPEN TRUSS
9
1
Job Reference o tional
builders Firstbource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:21 2021 Page 1
ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-C7JGKE9H Lll?je66Tt_3KZZrnPei7gagD IixLZzOPYW
1 4 0 2-11.4
' 1-4-0 ' 2-11-4
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.23
TCDL
7.0
Lumber DOL
1.25
BC 0.11
BCLL
0.0
Rep Stress Incr
YES
WB 0.00
BCDL
10.0
Code FBC2020/TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Harz 2=132(LC 12)
Max Uplift 3=-52(LC 12), 2=-154(LC 12)
Max Grav 3=68(LC 17), 2=195(LC 1), 4=49(LC 3)
FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:12.7
2-11.4
2-11-4
DEFL. in (loc) I/defl Lid PLATES GRIP
Vert(LL) -0.01 4-7 >999 240 MT20 244/190
Vert(CT) -0.01 4-7 >999 180
Horz(CT) -0.00 3 n/a n/a
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.
NOTES-
1) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-10-8 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except 0=1b)
2=154.
,,,,�111111111��lip
Na 84943
*
C?
Andrew Johnson PE No.34943
MRakU%Inc FL CenW4
dion.SwinglO Ridge Iload;Chesteifield, MO63g17
Date:
April 24,2021
®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 ANSI/rPl1 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 14 PH 3 WATERSTONE
T23669003
2743053
C3S
JACK -OPEN TRUSS
1
1
Jab Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
2x4 =
2-11-4
2-11.4
8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:22 2021 Page 1
ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-gJtfXaAv6BlsLohlOaVlsm6Odpz1sHgpSySUt?zOPYV
Scale: 1 "=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 0.16
Vert(LL) 0.01
3-6 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.17
Vert(CT) -0.01
3-6 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
2 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 9lb 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) 1=Mechanical, 2=Mechanical, 3=Mechanical
Max Horz 1=77(LC 12)
Max Uplift 1=-27(LC 12), 2=-65(LC 12), 3=-3(LC 12)
Max Grav 1=106(LC 17), 2=76(LC 17), 3=51(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; 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) 1, 2, 3.
l�,GG1``1rr��1''11,1111/I
JO�'
•
No 84943
:*
DNA' S %,.0
Andrew Johlnon PE N9.64g43.
MTekUg-Inc Fl. CeA6634
16023.WngleyR164o Road, Chesferfield, MO63617
Date: '-
April 24,2021
® 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 ANSI/TPI1 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 14 PH 3 WATERS ONE
T23669004
2743053
C3V
JACK -OPEN TRUSS
2
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
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/TP12014
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=132(LC 12)
Max Uplift 3=-57(LC 12), 2=-145(LC 12)
Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(LC 3)
8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:22 2021 Page 1
ID:6gDIOH2OVeglNklsxoNemzyuULB-gJtfXaAv6BlsLohlOaVlsm6?Xp_vsHgpSySUt?zOPYV
2-11-4
2-11.4
Scale = 1:12.7
3x4
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TC 0.23
Vert(LL) 0.01
4-7 >999 240
MT20 244/190
BC 0.12
Vert(CT) -0.01
4-7 >999 180
WB 0.00
Horz(CT) 0.00
3 n/a n/a
Matrix -MP
Weight: 12lb 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-10-8 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing 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) 3 except (jt=lb)
2=145.
,l1111111/��
f No 84943
.,� .<pR.�O•. ♦�.
.,��SS,IO'NIA'ti
Andrew Johnson PE N6.61943
MMi k63Arinc., FL'Ced6634,
16023 SvIingW Ridge Road;(fiesterfield, M663 IT
Dale: -
April 24,2021
® 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 incarpo rate this design into the overall
building design. Bracing Indicated is to prevent buckling of! ndividualtruss 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/rP11 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 14 PH 3 WATERSTONE
T23669005
2743053
C5
JACK -OPEN TRUSS
6
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
3x4 =
8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:23 2021 Page 1
ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-8WQ11wBXtV7jyyGUaIOXP_f67D FPbk4zhcB2PSzOPYU
4-11-4
4-11-4
N
N
N
Scale=1:17.6
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.50
Vert(LL) 0.06
4-7 >987 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.42
Vert(CT) -0.06
4-7 >970 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2020/TPl2014
Matrix -AS
Weight: 18 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=185(LC 12)
Max Uplift 3=-107(LC 12), 2=-162(LC 12)
Max Grav 3=129(LC 17), 2=262(LC 1). 4=86(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-10-8 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to for truss to truss
,tt111.117�y��
girder(s) connections.
6) Provide truss to bearing
��,, W J'0 Alip,
mechanical connection (by others) of plate capable of withstanding 100 lb uplift at joints) except Qt=lb)
3=107, 2=1sz.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
44,��
♦ .-•fir, ENS O ii
♦♦ P; V F••••� ��
sheetrock be applied directly to the bottom chord.
NO '84943
�. •
0� l.p R.I O•P �,w♦�
I,1111
Andrew JoMsbn PENo.84943
MITekUKIm'k, A04
1115M.Sitigley Ridge Road, Chesterfield, MO 6917
We:
April 24,2021
® WARNING - WrIfy 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 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 properly damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Oty
Ply
LOT 14 PH 3 WATERSTONE
T23669006
2743053
C5V
JACK -OPEN TRUSS
2
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
3x4
8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:24 2021 Page 1
ID:6gDIOH2OVeglNklsxoNemzyuULB-ci_PyFC9eo7aa6rh6?YmxBBGAda KBK6wGxbyuzOPYT
4-11-4
4-11-4
Scale = 1:17.6
I
Plate Offsets (X,Y)-- [2:0-1-13,0-0-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.54
Vert(LL) 0.07
4-7 >891 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.46
Vert(CT) -0.06
4-7 >930 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.01
3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 18 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=185(LC 12)
Max Uplift 3=-113(LC 12), 2=-155(LC 12)
Max Grav 3=131(LC 17), 2=262(LC 1), 4=86(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-10-8 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer for truss
to girder(s) to truss connections.
Building designer
6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. should verify
capacity of bearing surface.��..!A.GE,N
g •. O --��
•�,
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
3=113, 2=155.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
• No. 8,4943 •�
* : * `:
sheetrock be applied directly to the bottom chord.
•
�ONAL'
WMW Joh*h PE No.64943
Mrji k USA; Inc: FL Ceti 6634
16W SM%* Ridge Road 'Ailiter8eld, M0 6917.
Date:
April 24,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 14 PH 3 WATERSTONE
T23669007
2743053
D7
HALF HIP TRUSS
1
e�
ADAMS 2265 A 3 CAR
G
Jab Reference (optional)
tiunaers rirstbource (Hlant Glty, t-L), Plant Ully, rL - JJbbf, 6.4sU 5 Mar ZZ ZU21 MI I eK Industries, Inc. VVea Apr 21 1t1:4Z:3t1 ZU21 Hage 1
ID:6gDIOH2OVeglNklsxoNemzyuULB-COgiu2MxL6ubFFvNyxo2W8nZTGGocM6ABRKLR4zOPYF
r1 4 q 14-1-12 21-1-12 28-1-12 35-1-12 42-3-8
1-4-0 7-0-0 7-1-12 7-0-0 7-0-0 7-0-0 7-1-12
Scale=1:74.5
5x8 =
2x4 II 5x6 = 3x4 = 5x6 = 5x6 =
6.00 12
3 18 19 20 21 422 23 24 25 5 26 27 28 6 29 30 31 32 7 33 34 35 36 8
14 37 38 39 13 40 41 42 12 43 44 45 11 46 47 48 10 49 50 51 9
3x6 = 2x4 11 6x12 MT20HS = 3x4 = 5x6 = 5x6 = 3x6 11
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/dell
Lid
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.93
Vert(LL)
0.67 12
>760
240
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.81
Vert(CT)
-0.83 11-12
>612
180
MT20HS
187/143
BCLL 0.0
Rep Stress Incr
NO
WB 0.68
Horz(CT)
0.17 9
n/a
n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix -MS
Weight: 428lb
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD
3-5: 2x4 SP M 31, 5-7: 2x4 SP No.1 BOT CHORD
BOT CHORD 2x4 SP No.2 'Except'
11-13: 2x4 SP No.1
WEBS 2x4 SP No.3 *Except*
3-13,5-13,6-12,7-11,8-10: 2x4 SP No.2
REACTIONS. (size) 9=0-3-8, 2=0-8-0
Max Horz 2=243(LC 8)
Max Uplift 9=-1770(LC 8), 2=-1601(LC 8)
Max Grav 9=3064(LC 1), 2=2909(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5818/3083, 34=-8009/4436, 4-5=-8040/4466, 5-6=-8903/4933, 6-7=-7819/4331,
7-8=-4967/2751,8-9=2933/1823
BOT CHORD 2-14=2830/5130, 13-14=-2831/5152, 12-13=-4933/8903, 11-12=-437017867,
10-11=-2815/5057
WEBS 3-14=40/698, 3-13=-1800/3205, 4-13=-737/732, 5-13=-964/528, 5-12=-243/437,
6-12=632/1162,6-11=-1189/942,7-11=-1717/3125,7-10=-2199/1540,8-10=-3036/5483
Structural wood sheathing directly applied, except end verticals.
Rigid ceiling directly applied or 6-1-5 oc bracing.
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 G-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 raw at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
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) Provide adequate drainage to prevent water ponding.
7) All plates are MT20 plates unless otherwise indicated.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) ` This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
9=1770, 2=1601.
No 8494-3
illllll
AndrewJ6hman PE Nd.84943.
h4TekUSA; Inc: R'Cert6684
16023.Swin" Ridge Road; Chesterfield, MO 63017
Dale:
April 24,2021
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 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 iwiTek•
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/rPlt Quality 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
s
Truss Type
Qly
Ply
LOT 14 PH 3 WATERSTONE
TDr7
T23669007
2743053
HALF HIP TRUSS
1
ADAMS 2265 A 3 CAR
Job Reference (optional)
builders FlrstBource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:38 2021 Page 2
ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-C Ogiu2MxL6ubFFvNyxo2 W8nZTGGocM6A8RKLR4zOPYF
NOTES-
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 138 Ib down and 158 Ib up at 7-0-0, 87 Ib down and 164 Ib up at
9-0-12, 87 Ib down and 164 Ib up at 11-0-12, 87 Ib down and 164 Ib up at 13-0-12, 87 Ib down and 164 Ib up at 15-0-12, 87 lb down and 164 Ib up at 17-0-12, 87 Ib
down and 164 Ib up at 19-0-12, 87 Ib down and 164 Ib up at 21-0-12, 87 Ib down and 164 Ib up at 23-0-12, 87 Ib down and 164 Ib up at 25-0-12, 87 Ib down and 164 Ib
up at 27-0-12, 87 Ib down and 164 Ib up at 29-0-12, 87 Ib down and 164 Ib up at 31-0-12, 87 Ib down and 164 Ib up at 33-0-12, 87 Ib down and 164 Ib up at 35-0-12, 87
Ib down and 164 Ib up at 37-0-12, 87 Ib down and 164 Ib up at 39-0-12, and 87 Ib down and 164 Ib up at 41-0-12, and 142 Ib down and 150 Ib up at 42-1-12 on top
chord, and 346 Ib down and 153 Ib up at 7-0-0, 65 Ib down at 9-0-12, 65 Ib down at 11-0-12, 65 Ib down at 13-0-12, 65 Ib down at 15-0-12, 65 Ib down at 17-0-12, 65 Ib
down at 19-0-12, 65 Ib down at 21-0-12, 65 Ib down at 23-0-12, 65 Ib down at 25-0-12, 65 Ib down at 27-0-12, 65 Ib down at 29-0-12, 65 Ib down at 31-0-12, 65 Ib
down at 33-0-12, 65 Ib down at 35-0-12, 65 Ib down at 37-0-12, and 65 Ib down at 39-0-12, and 65 Ib down at 41-0-12 on bottom chord. The designiselection of such
connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-8=-54, 9-15=-20
Concentrated Loads (lb)
Vert: 3=-138(B) 8=-142(B) 14=-346(B) 5=-87(B) 12=-40(B) 7=-87(B) 10=-40(B) 18=-87(B) 19=87(B) 21=-87(B) 23=-87(B) 24=-87(B) 25=-87(B) 26=-87(B)
27=-87(B) 28=87(13) 30=87(1]1) 31=-87(B) 32=-87(B) 34=-87(B) 35=-87(B) 36=87(B) 37=40(B) 38=-40(6) 39=-40(B) 40=-40(B) 41=-40(B) 42=40(13) 43=-40(B)
44=-40(B) 45=40(B) 46=40(13) 47=-40(B) 48=-40(B) 49=-40(B) 50=-40(B) 51=40(B)
® 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 ANSI177I1 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 14 PH 3 WATERSTONE
T23669008
2743053
D9
Half Hip Truss
1
1
Job Reference o tional
Builders FirstSOurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:40 2021 Page 1
ID:6gD IOH2OVeg 1 Nkl sxoNemzyuULB-BnySJkOCtj8JVZ3m4MgwbZsyy3vW4BuTbIpR WZZOPYD
r1-4-0, 4-4 4 -9 9-0-0 17-4-12 %;l2 33-10-12 42-3-8
1 4-0 4--9 4-7-7 B-4-12 8-3-0 8-3-0 8 4-12
ST1
1 2
o
Scale = 1:74.5
5x6 =
5xB = 5x6 = 5x8 = 5x6 =
6.00 FIT 4 21 22 23 5 6 24 25 7 26 27 8
2x4
3 20
.5x8 STP =
19
3x8 =
15
3x8 =
14 13
3x8 MT20HS = 3x4 =
12 11
4x4 = 3x6 =
10
5x6 =
4x6 II
9-0217-4-12 25-7-12
33-10-12
42-3-8
9-0-0 ' B-4-12 6-3-0
B-3-0
8-4-12
Plate Offsets (X,Y)--[2:0-8-0,D-0-141,14:0-4-0,0-2-81,[5:0-4-0,0-3-01,[6:0-3-0,0-3-01 [7:0-4-0 0-3-0) 19:Edge,0-3-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) Vdefl L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.74
Vert(LL)
0.48 12-13 >999 240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.99
Vert(CT) -0.71 12-13 >716 180
MT20HS
1871143
BCLL 0.0
Rep Stress Incr YES
WB 0.99
Horz(CT)
0.17 9 n/a n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix -AS
Weight: 223 lb
FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD
Structural wood sheathing directly applied, except end verticals.
1-4: 2x4 SP M 31 BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x4 SP No.2 WEBS
1 Row at midpt 8-9,
5-15, 6-13, 8-10
WEBS 2x4 SP No.3 `Except'
5-15,6-13,7-12,8-10: 2x4 SP No.2
REACTIONS. (size) 9=0-3-8, 2=0-8-0
Max Harz 2=297(LC 12)
Max Uplift 9=-711(LC 12), 2=-787(LC 12)
Max Grav 9=1558(LC 1), 2=1633(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3051/1567, 3-4=-2812/1407, 4-5=-2502/1346, 5-6=-3582/1846, 6-7=-3504/1753,
7-8=-2361/1175, 8-9=-1479/837
BOT CHORD 2-15=1596/2701, 13-15=-1846/3582, 12-13=-1766/3519, 10-12=-1198/2397
WEBS 4-15=291/882, 5-15=-1318/583, 5-13=0/300, 6-12=-458/411, 7-12=-643/1270,
7-1 0=1 108/747, 8-10=-1313/2640, 3-15=308/287
NOTES-
1) Unbalanced live loads have been for this design.
roof considered
2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph;
HNS !.;♦.
(3-second gust) TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
,�� �Q�E . • •+•. ••'+
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2R) 9-0-0
��- G E.N
Q; •� � S4' ♦♦
to 13-2-15, Interior(1) 13-2-15 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
��
grip DOL=1.60
3 BuildingDesigner/ ner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
9 J 9 P fy 9 PP 9 q P
N o 8.4943
.•
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
'fl
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
.•.
(r�CJ
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 chard
T Q;•'
and any other members.
8) Provide mechanical connection (by others) of truss to bearing capable 100 lb
♦
✓j�sl •
plate of withstanding uplift at joint(s) except Qt=1b)
l
� � �.•,: `I
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Andrew Jghi s0 PE Ng.84943
MTekUSA; Inc: R Cent 6634
16U23.MgW A1dge R9ad,6e5te&d, MO6917
Oate:
April 24,2021
® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. SII M020 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 AN31/TP1l quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
s
Truss Type
City
Ply
LOT 14 PH 3 WATERSTONE
TDrus
T23669009
2743053
Half Hip Truss
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:25 2021 Page 1
ID:6gDIOH2OVeglNklsxoNemzyuULB-4uYn9bCnP6FRCFQtij37UPkMKOvQ3P2G8wg9UKzOPYS
r1-4-0, 7-7-5 11-0-0 1B-11-10 26-7-12 34-3-14 42-3-8
1 4-0 7-75 3 4 11 7-_1 1' 7-8-2 7-8-2 7-11-10
3x6 i
5x6 =
3x4 =
_ r n 4 20 21 22 5
5x6 =
6 23 24
14 — c, ce Ic <. II Iv .. JI 9
3x8 = 46 =
3x4 = 3x8 MT20HS = 4x4 =
Scale = 1:75.9
3x6 =
3x4 II
725 26 8
c?
0
N
5x8 II
11-0-0 21-5-12
31-9-12
42-3-8
I 11-0-0 10-5-12
10-4-0
10-5-12
Plate Offsets (X,Y)--[2:0-2-9,0-1-81, [4:0-3-0,0-2-01, [6:0-3-0,0-3-01
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 0.83
Vert(LL)
-0.36 12-14 >999 240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.58
Vert(CT)
-0.63 14-17 >804 180
MT20HS
187/143
BCLL 0.0
Rep Stress Incr YES
WB 0.99
Horz(CT)
0.14 9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 220 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP M 31
BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 5-14
2 Rows at 1/3 pts 7-9
REACTIONS. (size) 2=0-8-0, 9=0-3-8
Max Horz 2=351(LC 12)
Max Uplift 2=-781(LC 12). 9=-71B(LC 12)
Max Grav 2=1920(LC 17), 9=1795(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3382/1459, 3-4=-3141/1367, 4-5=-2798/1274, 5-6=3494/1502, 6-7=-2603/1076
BOT CHORD 2-14=1512/3042, 12-14=-1586/3456, 10-12=-1447/3203, 9-10=957/2111
WEBS 3-14=397/356, 4-14=-359/1175, 5-14=-910/398, 6-12=-86/428, 6-10=-880/549,
7-10=291/1196,7-9=-2527/1159
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4,2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(l) 1-8-0 to 11-0-0, Extedor(2R)
11-0-0 to 15-2-15, Interior(1) 15-2-15 to 42-1-12 for forces & MWFRS for Lumber
zone;C-C members and reactions shown;
DOL=1.60 DOL=1.60
,%V�
plate grip
3) Building Designer /Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
,�� � L\ G E N.S�.��j.- i�
Q�
to the use of this truss component.
lv�100
40
4) Provide adequate drainage to prevent water ponding.
No 8.4943
•%
5) All plates are MT20 plates unless otherwise indicated.
=
*': * `�
6) This truss has been designed fora 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
"U : :•Or
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
8) Bearing 9 considers to ANSI/TPI 1 to formula. Building designer
•�,��
atjoint(s) parallel grain value using angle grain should verify
bearing
capacity of surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
ltruss
♦ !�� •;: Q-�`•
O R 1`
�17 %
10) This design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
AndrewJohllsbh PE No.84943
MTekUS0. Inc: ktert 6p4
16M SwingW. Ridge Road, Chesterfield, MO 63617
Date:
April 24,2021
®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 ANSUiP11 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 14 PH 3 WATERSTONE
T23669010
2743053
D13
Hip Truss
1
1
Jab Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:27 2021 Page 1
ID:6gDIOH2OVegl Nkl sxoNemzyuULB-OHgYaHE2xjW9RZZGp85TZgpisgW6XLMZcE9FYDzOPYO
r14•Q 7-75 11-2-0 ,13-0-0, 20-11-0 28-10-0 33-8-0 38-1-13 42-3-8
11-4-0 7-7-5 3 6 11 1-10-0 7-11-0 7-11-0 4-10-0 4-5-13 4-1-11
6.00 F12 5x6 =
2x4 11 5 26
27
5x6 =
4x6 = 5x8 =
28 7 2930 6
Scale = 1:77.3
20 19 '- 14 13 12 11
3x6 — 5x6 = 2x4 I 2x4 11 5x8 = 6x8 =
7-75 11-2-0
-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
CS1.
TC 0.90
BC 0.82
WB 0.88
Matrix -AS
DEFL. in (loc) I/defl L/d
Vert(LL)' 0.49 16-17 >999 240
Vert(CT) -0.82 16-17 >614 180
Horz(CT) 0.33 11 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 253lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except:
4-19,7-13: 2x4 SP No.3, 16-17,15-16: 2x4 SP No.1 10-0-0 oc bracing: 17-19, 13-15
WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 9-11
17-20: 2x4 SP No.2
REACTIONS. (size) 2=0-8-0, 11=0-3-8
Max Horz 2=219(LC 11)
Max Uplift 2=-784(LC 12), 11=689(1_(C 12)
Max Grav 2=1654(LC 1). 11=1579(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3031/1484, 3-4=-4117/2100, 4-5=-4054/2129, 5-6=-3762/1988, 6-7=-3762/1988,
7-8=-3335/1792, 8-9=-1923/1056
BOT CHORD 2-20=1340/2643, 16-17=-1484/3147, 15-16=-1557/3376, 7-15=-617/433,
11-12=-683/1329
WEBS 3-20=1388/802, 17-20=1480/3028, 3-17=-439/1117, 5.17=-568/1273, 5-16=-305/870,
6-16=463/422,7-16=-225/526,12-15=-765/1798,8-15=-1102/2302,8-12=-953/494,
9-12=80/529, 9-11=-1853/1007
NOTES•
��i�
1) Unbalanced roof live loads have been considered for this design.
..�!• vS1
E;N O �-
•�-G SF••••2 ���
2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TC D L=4.2p sf,, BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
���
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Extedor(2R) N o 8.4943 �.
13 0-0 to 17-2-15, Interior(1) 17-2-15 to 33-8-0, Exterior(2R) 33 8-0 to 38-1-13, Interior(1) 38-1-13 to 42-1-12 zone;C-C far 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. r�
(•�'CJ
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 live load 20.Opsf the bottom in
.� •�!/
�i T Q;•.
a of on chord all areas where a rectangle 3-6-0 tall by 2-0-0 wide
��
••'� R.
will fit between the bottom chard and any other members.
��`` ``� .,�
7) Provide
idemechhaanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
``
1c
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Andrew Jo m.bfiFE, Ne.84943
M RUSA,Inc:FLCet6W
16Mb1vlaft Ridge Road:Ch6te6ld, MO63617
Date:
April 24,2021
,® WARNING - Vedfy 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 i1AiTek�
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 ANS11TF11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
s
Truss Type
Qty
Ply
LOT 14 PH 3 WATERSTONE
Tru5
T23669011
2743053
Hip Truss
1
1
Job Reference (option
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:29 2021 Page 1
ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-zfol?zFlTLmsgtjewY7xeFv3LdAS?Esf3YeMd5ZOPYO
T1-4-q 61-0 11-2-0 15-0-0 22-9-11 28-1%0 31 -06 W-9-13 42-38
1-4-06-1-0 5-1-0 3-10-0 7-9-11 6-0-5 2-10-0 5-1-13 5-5-11
Scale = 1:79.8
5x6 = 5x6 = 2x4 11
6x8 =
6.00 F12
5 25 6 26 7 27 8
20 19 �
14 13 12
JO 11
3x6 — 4x8 = 2x4 II
1 3x4 II 48 =
14-5-8 6x12 MT20HS =
i 6-1-0 11-2-0
19-7-6
28-10-0
31-8-0
42-3-8
6-1-0 5-1
8-5 6
9-2-10
2-10-0
10-7-8
Plate Offsets (X,Y)--[3:0-3-0,0-3-0],[5:0-3-8,0-2-4],[6:0-3-0,0-3-0],[8:0-5-12,0-2-4],fl2:0-2-12,0-1-8]
[17:0-3-0,Edge] [20:0-3-8 0-2-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) Vdefl Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.77
Vert(LL)
-0.47 15-16 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.95
Vert(CT)
-0.84 15-16 >605 180
MT20HS 187/143
BCLL 0.0
Rep Stress Incr YES
WB 0.94
Horz(CT)
0.34 11 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 262 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.1 'Except*
BOT CHORD
Rigid ceiling directly applied.
Except:
2-18: 2x4 SP No.2, 4-19,7-13: 2x4 SP No.3
6-D-0 oc bracing: 13-15
WEBS 2x4 SP No.3 'Except'
10-0-0 oc bracing: 17-19
17-20,10-11: 2x4 SP No.2
WEBS
1 Row at midpt
6-15, 8-12, 9-11
REACTIONS. (size) 2=0-8-0, 11=0-3-8
Max Horz 2=256(LC 11)
Max Uplift 2=-784(LC 12). 11=689(LC 12)
Max Grav 2=1957(LC 17). 11=1845(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3653/1508, 3-4=-4950/2092, 4-5=-4992/2222, 5-6=-3533/1617, 6-7=-2990/1461,
7-8=-2961/1453,8-9=-2242/1085
BOT CHORD 2-20=1383/3391, 4-17=-246/269, 16-17=-1277/3358, 15-16=1395/3546,
11-12=-753/1669
WEBS 3.20=1163/609, 17-20=-1455/3619, 3-17=-370/1113, 5-17=-803/1997, 5-16=-62/583,
6-15=681/340, 12-15=-809/2516, 8-15=1008/2510, 8-12=-1458/617, 9-12=4/480,
9-11=2077/1034
�,,`�1'►1111'11111,�I
EW NJON,
NOTES-�
1) Unbalanced roof live loads have been considered for this design.
.••�.G E,NS •O `. ��
. ��.
P'� V �•
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
;A
��
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Exterjor(21R)
.,� •. is
No 84943
•�
15-0-0 to 19-2-15, Interior(1) 19-2-15 to 31-8-0, Exterior(2R) 31-8-0 to 35-10-15, Interior(1) 35-10-15 to 42-1-12 zone;C-C for
a
*+ * '
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
; �'►
4) Provide adequate drainage to prevent water ponding.
~
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads,
• ,�
•
��` R , •
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
Sl - • `��r
I� lS� •�`:
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
8) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
��
plate
2=784, 11=689.
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
AndrewJohmen PEMAW
sheetrock be applied directly to the bottom chord.
MTekM.It,FLCert66M.
161MI Sitingldy Ridge Road, Chesterfield, MD 63617
Date:
April 24,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��•
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTFll 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, MO 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qly
Ply
LOT 14 PH 3 WATERSTONE
T23669012
2743053
D17
Hip Truss
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:31 2021 Page 1
ID:6gD IOH2OVegl Nk1 sxoNemzyuU LB-v2v2QfHY?yOawAtl2iAPkg_P ERrLT8n8Xr7Th_zOPYM
r1-4-Q 11318
-3-8 , 7-71 , 10-10.11 , 17-0-0 23-4-0 28-1%0 28-8t 35-64 42-3-8
1-4 0 5-3 8 2-4-0 3-3% 6-1 8 6-4-0 5-6-0 0-10-0 5-104 6-94
22 21
3x6 = 6x8 = 2x4 II
5x8 =
6.00 12 2x4 II 6x8
6 28 7 29 30 31 8
13
4s6 a II
Scale = 1:80.6
n
AI
N 9
N
12 11
4x12 = 3x8 MT20HS I I
5-3-8 7-78 17-0-0 234 5-6 -0 28-1%0 34
42-3-8
4-0
5-3 8 2-9-4-8 5-6-0 6-8-4
6-94
Plate Offsets (X,Y)-- [5:0-2-12,0-3-01, [6:0-6-0,0-2-81, [8:0-4-0,0-1-151, [19:0-6-4,Edgel, [22:0-3-8,0-3-01
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 0.81
Vert(LL) -0.59 18-19 >860 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.99
Vert(CT) -1.10 18-19 >460 180
MT20HS 187/143
BCLL 0.0
Rep Stress Incr YES
WB 0.91
Horz(CT) 0.42 11 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 267 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except:
4-21,8-13: 2x4 SP NG.3, 17-19: 2x4 SP No.1 10-0-0 oc bracing: 19-21, 13-15
WEBS 2x4 SP No.3 'Except' WEBS 1 Row at midpt 5-18,
6-16
5-19,19-22,3-19: 2x4 SP No.2
REACTIONS. (size) 2=0-8-0, 11=0-3-8
Max Horz 2=293(LC 11)
Max Uplift 2=-779(LC 12). 11=685(LC 12)
Max Grav 2=1968(LC 17), 11=1853(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3719/1512, 3-4=-7420/2997, 4-5=-7510/3014, 5-6=3362/1515, 6-7=-2972/1483,
7-8=-2972/1483,8-9=2847/1342,9-10=-2178/973,10-11=-1739/843
BOT CHORD 2-22=1396/3472, 18-19=-1855/4612, 16-18=-1084/3080, 15-16=-903/2549, 8-15=-87/620
WEBS 5-19=1077/3252, 5-18=-1773/886, 6-18=-325/1195, 6-16=-146/299, 7-16=375/330,
8-16=310/735, 9-12=-1011/590, 10-12=761/1874, 12-15=-783/1962, 9-15=159/844,
3-22=2994/1265, 19-22=-1779/4581, 3-19=-1265/3411
NOTES-
1) Unbalanced live loads have been for this design.
,,��Iillll.f/���
,�� W JQ 1rjI
roof considered
�i�
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
,��'�� •'�'j E.N S+''•.�47.'
�; • V F
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-40 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(2R)
�� :2 .1.
17-0-0 to 21-2-15, Interior(1) 21-2-15 to 29-8-0, Exterior(2R) 29-8-0 to 33-10-15, Interior(1) 33-10-15 to 42-1-12 zone;C-C for •
NO: 8.4943
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 -
*+ •� * '
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
*"
4) Provide adequate drainage to prevent water ponding.
••
5) All plates are MT20 plates unless otherwise indicated.
�L
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
.� ,-,;
i�T,[�• Q;�
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
��,�"
R
8) Provide bearing
• • • •L!�`:
I��
mechanical connection (by others) of truss to plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=779, 11=685.
t /O
���1A%
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
MdlewJohlaon VI:No.64943
MR; Inc; FL rf 6634
180P3SY%W.RldgaRoad, Chesteiheld,M063617
Date:
April 24,2021
® 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 ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 14 PH 3 WATERSTONE
T23669013
2743053
D19
HIP TRUSS
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:32 2021 Page 1
ID:6gDIOH2OVegl Nkl sxoNemzyuULB-NETRd71BmGBRXKSDchheGtXa3rBrCbgIIVIOEQzOPYL
1 4 4-0-0 5-7-8 12-10-0 19-0-0 27-8-0 2 -10 0 36-1 8 42-3 8 0-0
1 4-0 4-0-0 1-71 7-2 8 6-2-0 8.8-0 2- 7-3 8 6 2
6.00 12 5x6 =
28
5x6 = 2x4 II
7 8
Scale = 1:78.3
22 21 15 14 13 12
3x6 = 2x4 II 6x8 = 3x4 II 4x12 = 4x6 II
4-0-0 5-7-86-8-0 12-10-0 19-0-0 27-8.0 2t1-10�O 36-1� 42-31
' 4-01'1-7-8 1-01 6-2-0 6-2-0 8.8-0 -2- 7-3-8
Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [6:0-3-8,0-2-4], [7:0-3-8,0-2-4], [9:0-3-0,0-3-0], [10:0-2-15,0-2-0], [12:Edge,0-3-8], [16:0-4-0,0-3-4], [17:0-7-0,0-3-4], [18:0-3-12,0-3-0],
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.80
TCDL
7.0
Lumber DOL
1.25
BC 0.91
BCLL
0.0
Rep Stress Incr
YES
WB 0.94
BCDL
10.0
Code FBC2020/TPI2014
Matrix -AS
LUMBER -
TOP CHORD
2x4 SP No.2 *Except*
6-7,1-5: 2x4 SP No.1
BOT CHORD
2x4 SP No.1 'Except*
4-21: 2x4 SP M 31. 17-19: 2x6 SP M 26, 8-14: 2x4 SP No.3
12-15: 2x4 SP No.2
WEBS
2x4 SP No.3 *Except*
3-19: 2x4 SP M 31, 7-17: 2x4 SP No.2
REACTIONS. (size) 2=0-8-0, 12=0-3-8
Max Horz 2=-341(LC 10)
Max Uplift 2=-781(LC 12), 12=826(LC 12)
Max Grav 2=1945(LC 17), 12=1915(LC 18)
DEFL. in floc) I/deft L/d PLATES GRIP
Vert(LL) 0.70 20 >719 240 MT20 244/190
Vert(CT) -1.10 20 >459 180 MT20HS 187/143
Horz(CT) 0.51 12 n/a n/a
Weight: 284 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied. Except:
7-8-0 oc bracing: 19-21
10-0-0 oc bracing: 14-16
WEBS 1 Raw at midpt 5-17
2 Rows at 1/3 pts 4-18
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3658/1506, 3-4=-9426/3670, 4-5=-4416/1883, 5-6=-2984/1399, 6-7=-2628/1334,
7-8=-2695/1414, 8-9=2757/1311, 9-10=-2080/953, 10-12=-1820/1022
BOT CHORD 2-22=1315/3484, 21-22=-1312/3482, 19-21=-902/2580, 4-19=-979/3006,
18-19=-3300/8820, 17-18=1459/4090, 16-17=-781/2374
WEBS 3-19=2975/8101, 4-18=4795/1869, 5-18=345/1217, 5-17=-1664/779, 6-17=-242/956,
7-17=133/499, 7-16=-287/874,9-13=-923/558,3-21=-3783/1403,9-16=-135/792,
13-16=-735/1885,10-13=-742/1845
NOTES-
1) Unbalanced roof live loads have been considered forthis design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Extedor(2R)
19-0-0 to 23-2-15, Interior(1) 23-2-15 to 27-8-0, Exterior(2R) 27-8-0 to 31-10-15, Interior(l) 31-10-15 to 44-0-0 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=781, 12=826.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chard and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
,,
SEW JON, t
Q ' s `0
No 8.4943
r �
♦ �. •�/
1111111
Andrew Johflson PE No.84943
MTeIrUSA; Inc: FL Ced 6634
16023.SwingW Ridge Road, Chtisteifield, M0 63617
Date:
April 24,2021
® 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 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 choid 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/TPII 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 14 PH 3 WATERSTONE
T23669014
2743053
D21
HIP TRUSS
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:34 2021 Page 1
ID:6gDIOH2OVegl Nkl sxoNemzyuULB-JdbB2gJRHtO9neccj6j6LlczdeslgWKaDpM7lJzOPYJ
r1-4 q 6-3-0 12-10-0 21-0-0 25-8-0 28-1%0 36-1-6 42-3�
1 4-0 6-3-0 6 7-0 8-21 4-8-0 3 2-0 7 2-0
Scale=1:79.6
5x6 =
6.00 FIT 5x6 =
530 631
21 "'
3x8 =
2x4 II 13 12
11
3x6 = 3x6 II
2x4 II 2x4 -
6x8 =
t 14-5-8
ro"
i
6-0-0 6-,�-0 12-10-0 21-0-0
28-4-0
28�10-0 36-1-6 42-3-8
6-0-0 0- -0 6-7-0 8-2-0
7-4-0
0-6-0 7-3-8 6-2-0
Plate Offsets (X,Y)-- f2:0-2-12,0-1-81, [4:0-3-0,0-3-41, [5:0-3-8,D-2-41, [6:0-3-0,0-2-01, [8:0-3- 00-3-01, [9:0-2-15,0-2-01, [14:0-2-8,0-2-121, [18:0-3-8,0-3-01
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL. in
(loc) Ndefl Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.61
Vert(LL) 0.19
21-27 >372 240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.97
Vert(CT) -0.38
15-16 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.86
Horz(CT) 0.15
11 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 275 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except:
7-15: 2x4 SP No.3
2-2-0 oc bracing: 14-15
WEBS 2x4 SP No.3
6-0-0 oc bracing: 7-15
WEBS
1 Row at midpt 4-16, 6-16
JOINTS
1 Brace at Jt(s): 14
REACTIONS. (size) 2=0-8-0, 21=0-3-0, 11=0-3-8
Max Horz 2=-378(LC 10)
Max Uplift 2=-305(LC 12), 21=821(LC 12), 11=734(LC 12)
Max Grav 2=268(LC 23). 21=1917(LC 17), 11=1670(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-368/396, 3-4=2190/1025, 4-5=-1830/983, 5-6=-1571/982, 6-7=-2219/1261,
7-8=-2210/1084, 8-9=-2841/1266, 9-11=-1569/916
BOT CHORD 16-18=-702/2117, 15-16=-468/1615, 14-15=-1010/2474, 7-15=-352/385
WEBS 3-18=714/2128, 4-16=-492/315, 5-16=-87/544, 6-15=466/993, 8-15=-6971401,
9-14=985/2381, 19-21=-1881/893, 3-19=1788/922
NOTES-
1) Unbalanced
�1'111'Ilff-f�
roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf;
���,, W JOc,,���I
Q�� ,?N" �+►j
(3-second gust) h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
`��.
s
Q
II; Ex C; Encl., GC i=0.18; MWFRS directional and C-C Exterjor 2E 1-4-0 to 1-8-0. Interior 1 1-8-0 to 21-0-0, Exterjor 2R
�'•�••••••
♦ �' S' t�
�; • V F••!•2
21-0-0 to 25-2-15, Interior(l) 25-2-15 to 25-8-0, Exterior(2R) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 44-0-0 zone; porch left
♦
�•
exposed;C-C for,members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
: Na 8:4943
•�*
3 BuildingDesigner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
9 1 9 P fY 9 PP 9 q P*;
,••
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide bearing
1. T •�• C` Q;•: %
mechanical connection (by others) of truss to plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
••.,•.�,�•�•.
2=305,21=821,11=734.
8) is trussdesign requires that a minimum
rd structural wood sheathing be applied directly to the top chord and 1/2" gypsum
IS1 `�.
,S�O,A t A �?���
htrbe applied directly to t bottom chord.
Andrew Johradh PE N1o:.84M
1 5k1I kInc;R'Cert6634.
16M.SefngleyRidge Noad, Chesterfield, MO63617.
Date:
April 24,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 6/1912020 BEFORE USE. ��'
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11TPII 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
Oty
Ply
LOT 14 PH 3 WATERSTONE
TE3
T23669015
2743053
Jack -Open Truss
3
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:41 2021 Page 1
ID:6gDIOH2OVegl Nkl sxoNemzyuULB-czWq W4Pgel G96jeyd4L17nOFkTRoptxcgPY?2PzOPYC
1-4-0 3-0-0
1-4-0 3-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
TCLL 20.0
Plate Grip DOL 1.25
TC 0.23
TCDL 7.0
Lumber DOL 1.25
BC 0.21
BCLL 0.0
Rep Stress Incr YES
WB 0.00
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical
Max Horz 2=133(LC 12)
Max Uplift 3=-63(LC 12), 2=-211(LC 12), 4=-40(LC 9)
Max Grav 3=62(LC 17), 2=197(LC 1). 4=50(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:12.8
DEFL. in (loc) I/dell L/d PLATES GRIP
Vert(LL) 0.02 4-7 >999 240 MT20 244/190
Vert(CT) 0.02 4-7 >999 180
Horz(CT) -0.00 3 n/a n/a
Weight: 12 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 zone; porch left
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb)
2=211.
,,III/LLIIfI1II
No 8,4943
Andrew Johnson_ PE N6.84943
IVITakp%Inc: R.Ced6634
16823 Willey Ridge Rued; Chesterfield, MO63817.
Nate:
April 24,2021
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 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 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 14 PH 3 WATERSTONE
T23669016
2743053
E5
Jack -Open Truss
6
1
Job Reference (optional)
Builders FirstSource (Plant City; FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:42 2021 Page 1
ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-494DkPPSPK00ktD8Bns_g xM4lkfYKnm231YarzOPYB
-1-4-0 5-0-0
1 5-0-0
Scale = 1:17.8
3x4 =
5-0-0
5-0-0
Plate Offsets (X,Y)-- [2:0-1-410-0-21
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL. in
(loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.51
Vert(LL) 0.06
4-7 >950 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.43
Vert(CT) -0.06
4-7 >937 180
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 -AS
Weight: 18 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=187(LC 12)
Max Uplift 3=-109(LC 12). 2=-163(LC 12)
Max Grav 3=131(LC 17), 2=264(LC 1), 4=87(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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to for truss to truss
,�y`'1�1111 lift,,
girder(s) connections.
6) Provide truss bearing
�,��� GVY l f ON
Q�. !'
mechanical connection (by others) of to plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
3=109, 2=163.
♦. •;: • • • •: ..N
��, �O G E N ••,'• tSO -"i
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
��� Q'; • V� SF'• :2 �i�
sheetrock be applied directly to the bottom chord.
No' 8.4943 o
•
r�Fsi _o R I
hiliji
Andrew John* PE No.84943
RffAUSA; Inc: Fl Ced6634
16023.SMngley Rllde Roed,Chesterrwidi M063017.
We:
April 24,2021
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 applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 14 PH 3 WATERSTONE
T23669017
2743053
E7
JACK -OPEN TRUSS
33
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:43 2021 Page 1
ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-YMebxIQ4AeXtMOoKIVNDDCUT H?cHn1vH)1571zOPYA
-1 4-0 7-0-0
1-4, 7-0-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Vdefl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.76
Vert(LL)
0.18
4-7
>458
240
TCDL 7.0
Lumber DOL
1.25
BC 0.70
Vert(CT)
-0.20
4-7
>410
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.01
3
rile
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.1
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=241(LC 12)
Max Uplift 3=-164(LC 12). 2=-178(LC 12)
Max Grav 3=192(LC 17), 2=336(LC 1). 4=121(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:23.0
PLATES GRIP
MT20 244/190
Weight: 24 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb)
3=164, 2=178.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chard.
,,,,�11111111IIIII
JON,
DENS• • O`�i
�.
•P No 84943 ..
�I�Ini i1it'
Andrew Johnson PE No.84943
MIT611.18A. Inc: KNOW
166P3 Swingley Ridge Road, Chesterfield, MO63O17.
Date:
April 24,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511 W020 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 us a, 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 ANS11TPll Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety /ntbrmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 14 PH 3 WATERSTONE
T23669018
2743053
E7G
MONOPITCH TRUSS
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:43 2021 Page 1
I D:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-YMebxIQ4AeXtMOoKIVND DCUbnH8wHgcvHj 157lzOPYA
4-0-14 7-0-0
4-0-14 2-11-2
2x4 II
3
3x4 = 3x10 11 bxtl =
ST1.5x8 STP =
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.19
TCDL
7.0
Lumber DOL
1.25
BC 0.17
BCLL
0.0
Rep Stress Incr
NO
WB 0.48
BCDL
10.0
Code FBC2020ITP12014
Matrix -MP
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x6 SP M 26
WEBS
2x4 SP No.3
REACTIONS.
(size) 1=0-8-0, 4=Mechanical
Max Horz 1=184(LC 8)
Max Uplift 1=-323(LC 8), 4=-849(LC 8)
Max Grav 1=724(LC 1), 4=1557(LC 1)
FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1344/619
BOT CHORD 1-5=-669/1178, 4-5=-669/1178
WEBS 2-5=-611/1247, 2-4=-1448/823
DEFL. in (loc) Vdefl Ud PLATES GRIP
Vert(LL) -0.02 5 >999 240 MT20 244/190
Vert(CT) -0.03 4-5 >999 180
Horz(CT) 0.01 4 n/a n/a
Scale: 1f2"=1'
Weight: 40 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
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 Ito uplift at joint(s) except (jt=lb)
1=323,4=849.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 49 lb up at
2-4-12, and 1039 lb down and 591 lb up at 4-4-12, and 652 lb down and 335 Ito up at 6-4-12 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 (6).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plo
Vert: 1-3=-54, 1-4=-20
Concentrated Loads (lb)
Vert: 8=-84(F) 9=-1039(F) 10=-652(F)
e0��`EW 1 J0 -AA ,,*ii
•.�
No -8.4943
A.
1.1111
AndlewJllhllsbli PE ttti.84943
MTekUSA InGFL'Cfltt6634
16023.Sivingley Ridge Road,Chestetfield, M0 63017
Date:
April 24,2021
® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
LOT 14 PH 3 WATERSTONE
T23669019
2743053
E7S
JACK -OPEN TRUSS
2
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:44 2021 Page 1
ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-OYCz95RixyfkzANXJCvSIPOdKgLxOEH3 WNnffkzOPY9
7-0-0
700
Scale = 1:22.9
I ST1
3x4 =
7-0-0
7-0-0
Plate Offsets (X,Y)-- 11:0-1-4,Edge)
LOADING (psi)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.78
Vert(LL) 0.20 3-6 >420 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.76
Vert(CT) -0.20 3-6 >419 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.01 2 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 22 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical
Max Horz 1=186(LC 12)
Max Uplift 1=-68(LC 12). 2=-170(LC 12)
Max Grav 1=257(LC 17), 2=196(LC 17), 3=121(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; 8=45ft; L=24ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)
2=170.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
,�{1111111111
`I�`��`PEW •`' f''Ns '
No 8..4943
OR1,` 14
OINAi S',,,
gndreyl Johnw(f PJ:.No.84IS43.
MTekllSA; [fit FL Cert W
16M S*gW Ridge Road, MAIN, MO M617
Date:
April 24,2021
® 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 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 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 ANSUTPIf Quality Criteria, DSB-e9 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 14 PH 3 WATERSTONE
T23669020
2743053
E7V
JACK -OPEN TRUSS
4
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:45 2021 Page 1
ID:GgD IOH2OVegl Nkl sxoNemzyuU LB-Vkm LMRS KiFnbbKxjswQhldZg94gJlgLCl1 WCBAzOPYB
3x4
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
10.0
Code FBC2020/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
4-8-2 2-3-14
Scale = 1:22.8
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TC 0.65
Vert(LL) 0.31 6-9 >265 240
MT20 244/190
BC 0.75
Vert(CT) -0.27 6-9 >312 180
WB 0.08
Horz(CT) -0.03 4 n/a n/a
Matrix -AS
Weight: 26 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=241(LC 12)
Max Uplift 4=-102(LC 12), 2=-171(LC 12), 5=56(LC 12)
Max Grav 4=153(LC 17), 2=336(LC 1), 5=123(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-251/103
WEBS 3-6=-90/254
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 5 except (jt=lb)
4=102, 2=171.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
1,,,�1`I1 U111111,,I
�� •• �GE.NS O �.
No 84043
SONA - o��
111111 -
MdmwJohrwn PE Nu.8 943
hhTek U6A; Inc: Fl.'Cert 6634
16023 Wgley Ridge Road,'Chuteifield, MO6917
Date:
April 24,2021
�—
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/orchord 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/TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available tram Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 14 PH 3 WATERSTONE
T23669021
2743053
E22
Jack -Open Truss
1
1
Job Reference o tional
FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:40 2021 Page 1
I D: ZYc6AOG N bVAfFo43ovpJT9ypvsQ-BnyS JkOCtj8JVZ3m 4Mq WbZs6L37 U4Q HTblp R WzzO PYD
2-2-8
2-2-8
N
O
2X4 =
Scale = 1:10.1
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 0.08
Vert(LL) -0.00 6 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.09
Vert(CT) -0.00 6 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00 2 n/a n/a
BCDL 10.0
Code FBC2020ITPI2014
Matrix -MP
Weight: 7lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical
Max Horz 1=58(LC 12)
Max Uplift 1=-20(LC 12), 2=-47(LC 12), 3=-4(LC 12)
Max Grav 1=79(LC 1), 2=55(LC 17), 3=38(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; 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) 1, 2, 3.
J.,�
N_o. 8.4943
I , fill Woo
Andrew Johnson PP No.84943
MiTek USA; Inc: R. Ced 6634,
16023kng" Ridge Road,glesferfield,MO63617.
Oahe:
April 24,2021
® 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 ANSI/TP/f Duality Criteria, DSB-09 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 14 PH 3 WATERSTONE
T23669022
2743053
FG
Flat Truss
1
Jab Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:46 2021 Page 1
ID:6gD IOH2OVeg 1 Nkl sxoNemzyuULB-zxJjZnTzTZvS DU WvQdxwgg67V U91U3RMzhGmjczOPY7
3-8-0 7-4-0
' 3-8-0 3-8-0
4x4 = Scale = 1:28.8
6.00 12 2
3xr
3x6 11
c�
0
N
3-8-0 7-4-0
3-8-0
Plate Offsets (X,Y)-- [5:0-4-0,0-4-81
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL.
TCLL 20.0
Plate Grip DOL 1.25
TC 0.16
Vert(LL)
TCDL 7.0
Lumber DOL 1.25
BC 0.16
Verl(CT)
BCLL 0.0
Rep Stress Incr NO
WB 0.34
Horz(CT)
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
ST1.5x8 STP =
3x6 I I
in (loc) I/defl L/d
0.02 5-6 >999 240
-0.02 5-6 >999 180
I I I
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x6 SIP M 26
WEBS 2x4 SIP No.3 BOT CHORD
REACTIONS. (size) 6=0-3-8, 4=0-8-0
Max Harz 6=-65(LC 6)
Max Uplift 6=-1259(LC 8), 4=-1259(LC 8)
Max Grav 6=3284(LC 15), 4=3284(LC 15)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2079/803, 2-3=-2079/803, 1-6=-2042/820, 3-4=-2042/820
WEBS 2-5=-597/1668, 1-5=-769/2131, 3-5=-769/2131
0.00 4 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 101 lb FT = 20%
Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc.
Webs connected as follows: 2x4 - 1 raw at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb)
6=1259, 4=1259.
9) Girder carries tie-in span(s): 41-4-0 from 0-0-0 to 7-4-0
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-54, 2-3=-54, 4-6=-742(F=-722)
tt%I1.1111110111,,
. ,� OC:....•.••. ..NS1 III
N:o 84943
s�ONAL�?�`��.
�41I III It1
AndrewJoh,wb FENo.84943'
MiTek USA; Inc: RCert6634
16023_Siv ri ft Ridge Road, (xlesterfield, MO 6301T.
Data:
April 24,2021
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 ANSI/rP/f Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
ss
Truss Type
City
Ply
LOT 14 PH 3 WATERSTONE
TGr7
T23669023
2743053
Special Truss
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
0 1 3-10-0 7-0-0 12-0-0
1-4-0 ' 3.11-0 3-2-0 5-0-0
6x8 =
2x4 11
ST1.5x8 STP =
3x10 =
3x10 II
8.430 s Mar 22 2021 MiTek Industries, Inc. Wed
I D:ZYc6AO G NbVAfFo43 ovpJT9ypvsQ-kTol F WZ_aOvJAj7S u14o91
17-0-0 1,7-e p 21-0-0 24-6-5
5-0-0 6-e-0 3-4-0 3-6.4
6x8 =
5x8 = 4x6 =
6 7
6x12 MT20HS WB = 5x8 = 4x4 =
7xe =
12-0-0 , 17-0-0 1 21-0-0 28-8-0
18:42:54 2021 Page 1
4x4 =
Scale = 1:53.1
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc) I/defl Lid
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.63
Vert(LL)
0.40 13-14 >851 240
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.89
Vert(CT) -0.52
13-14 >663 180
MT20HS
187/143
BCLL 0.0
Rep Stress Incr
NO
WB 0.81
Horz(CT)
0.11 8 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -MS
Weight: 153lb
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 31 'Except*
TOP CHORD
Structural wood sheathing directly applied or 2-6-2 cc purlins.
5-6,6-7: 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 5-4-5 cc bracing.
BOT CHORD 2x4 SP M 31 *Except*
2-12: 2x6 SP M 26
WEBS 2x4 SP No.3 `Except'
6-11: 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 8=0-8-0
Max Horz 2=167(LC 7)
Max Uplift 2=-1414(LC 8), 8=-970(LC 8)
Max Grav 2=2566(LC 1), 8=1814(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5316/2822, 3-4=-5448/2959, 4-5=-5448/2959, 5-6=-4623/2486, 6-7=-2967/1600,
7-8=-3358/1682
BOT CHORD 2-14=2344/4680, 13-14=-2368/4738, 11-13=-2020/4230, 10-11 =-1 770/3763,
8-10=1319/2922
WEBS 3-14=562/1392, 3-13=-424/864, 4-13=-364/313, 5-13=-937/1543, 5-11=-2814/1588,
6-11=1482/2764, 6-10=-1364/696, 7-10=512/1230
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb)
2=1414, 8=970.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 lb down and 288 lb up at
7-0-0, and 126 lb down and 165 lb up at 9-0-12 on top chord, and 346 lb down and 153 lb up at 7-0-0, and 66 lb down at 9-0-12,
and 1501 lb dawn and 858 lb up at 9-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility
of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
EW JON iA
N_o 8.4043
P,
ORI•.
•��:
`•�IIIIIIIF`'
Andrew Johpeon PE No.84943
A; MTek1JSInc~ R. Ced 6W
Ilka.Wilgli ldgaRoad,Chesllirfield,MO6917
M.
April 24.2021
andarc1
®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 any 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 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 ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety/ntbanation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 14 PH 3 WATERSTONE
T23669023
2743053
G7
Special Truss
1
1
Job Reference o tional
Builders f-Irstbource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:54 2021 Page 2
I D:ZYc6AO G N bVAfFo43ovpJT9ypvsQ-kTo I F WZ_aOvJAj 7S u I4o9 WR N E ij EM aBXpx C B?9zOPY?
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-5=54, 5-6=-54, 6-7=-54, 7-9=54, 2-17=-20
Concentrated Loads (lb)
Vert: 3=-138(F) 14=-346(F) 20=-88(F) 23=-41(F) 24=-1501(F)
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-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 ANShrTP/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 14 PH 3 WATERSTONE
T23669024
2743053
G9
Hip Truss
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:55 2021 Page 1
I D:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-CgM7SsacLK1 AosieSOb1 ik_S W62a58Xg2axkYbzOPY
-1-4-0 9-0-0 14-4-0 19-8-0 28-8-0 30-0-0
1 4-0 9-0-0 5-4-0 5-4-0 9-0-0
Scale = 1:52.1
5x6 i
3x4 =
9-0-0
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/TP12014
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
REACTIONS.
(size) 2=0-8-0, 6=0-8-0
Max Harz 2=191(LC 11)
Max Uplift 2=-574(LC 12), 6=-574(LC 12)
Max Grav 2=1133(LC 1), 6=1133(LC 1)
3x4 = 5x6
1920 4 2122 5
3x4 = 4x6 = 3x4 = 3x4 =
CSI.
DEFL.
in (loc) I/dell L/d
PLATES GRIP
TC 0.98
Vert(LL)
0.28 10-13 >999 240
MT20 244/190
BC 0.95
Vert(CT) -0.42 8-10 >817 180
WB 0.29
Horz(CT)
0.07 6 n/a n/a
Matrix -AS
Weight: 126 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-17711915, 3-4=-1527/941, 4-5=-1527/941, 5-6=-1771/915
BOT CHORD 2-10=610/1516, 8-10=-738/1658, 6-8=-636/1516
WEBS 3-10=12/435, 4-10=-311/169, 4-8=-311/169, 5-8=-12/435
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; 8CDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2R) 9-0-0
to 13-2-15, Interior(1) 13-2-15 to 19-8-0, Exterior(2R) 19-8-0 to 23-10-15, Interior(1) 23-10-15 to 30-0-0 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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb)
2=574, 6=574.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
`��IIILIIII/��
JOy�l%
I
GEN
No 8.4943
* . �t
W.
Atdrey Johrleoil PE No.84943
MiTek USA; Inc: FL Cod 6634
16W 8winglay Ridge Road, Chesteiffeld, MO 0617.
Date:
April 24,2021
--
® WARNING - Vedfy, design paranreters 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 p
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek•
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
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
Qly
Ply
LOT 14 PH 3 WATERSTONE
T23669025
2743053
G11
Hip Truss
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:47 2021 Page 1
ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-R7t6n7TbDt1Jre56_KS9N2eCRuKbDXtVCL?JG3zOPY6
-1-4-0 , 6-6-0 11-0-0 15-0-0 15-9$ 18-5-8 22-5-15 28-8 0 30-0-0
' 1-4-0 ' 6-6-0 ' 4-6-0 ' 40-0 b•9-� 2-&0 ' 4-0-6 1 -2 1-4-0 n
4x4 =
9-1-6
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/TP12014
5x6 =
3x4 =
44 =
23 5 64x4 = 4x4 =
3x4 = 3x8 =
3x8 =
CSI.
DEFL.
in (loc)
I/deft
L/d
TC 0.54
Vert(LL)
-0.24 11-20
>999
240
BC 0.89
Vert(CT)
-0.51 11-20
>675
180
WB 0.27
Horz(CT)
0.07 9
n/a
n/a
Matrix -AS
LUMBER. BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=,0-8-0
Max Harz 2=-228(LC 10)
Max Uplift 2=-574(LC 12), 9=-574(LC 12)
Max Grav 2=1133(LC 1), 9=1133(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1883/1078,3-4=-16B2/1015, 4-5=-1366/929,5-6=-1463/977, 6-7=-1385/883,
7-8=-15991931, 8-9=-1879/1069
BOT CHORD 2-14=801/1654, 12-14=-514/1296, 11-12=-592/1444, 9-11=-826/1650
WEBS 3-14=364/351, 4-14=-191/490, 5-12=-225/401, 6-12=499/297, 7-11=-224/509,
8-11=388/352
Scale = 1:53.1
3x6 Q
PLATES GRIP
MT20 244/190
Weight: 156 lb FT = 20%
Structural wood sheathing directly applied.
Rigid ceiling directly applied.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Extedor(2E)
11-0-0 to 15-9-8, Interior(1) 15-9-8 to 18-5-8, Extedor(2R) 18-5-8 to 22-7-9, Interior(1) 22-7-9 to 30-0-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=574, 9=574.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
votllllllf/���'
EW JO
No 8.4943
�O N1A* 0
Andrew Johnson PE No.84943
MTekUSA, Inc Fl.Cert6634
16M,Swingley Ridge Road, Chesterfield, MID 63o17
Date:
April 24,2021
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 MiTeke 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 MF
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Waldorf, MD 20601 Tampa, FL 36610
Job
s
Truss Type
Qty
Ply
LOT 14 PH 3 WATERSTONE
FG1
T23669026
2743053
Special Truss
1
1
Job Reference (optional)
builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8,430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:48 2021 Page 1
ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-vJRU_TU D_A9ASogIY2zOwFBKalebyr7eR?IsoVzOPY5
-1-4-0 7-7-5 13-0-0 17-M 20-5-8 28-M 30-0-0
1-4-0 7-7-55 1 4-9-8 2-B-0 8-2-8
6.00 FIT
3x4 =
3x4
4x6 =
4x6 = 4x8 = 2x4 11
Scale = 1:54.1
3x4 =
9-2-0
17-9-8
20-5-8
28-8-0
9-2-0
8-7-8
2-8-0
8-2-8
Plate Offsets (X,Y)-- [2:0-2-10 0-1-8] [3:0-3-0 0-3-0] [6:0-2-8 0-6-0]
[7:0-0-4 Edoe]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.77
Vert(LL)
-0.26 10-12 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.97
Vert(CT)
-0.44 10-12 >780 180
BCLL 0.0
Rep Stress Incr YES
WB 0.84
Horz(CT)
0.07 7 n/a n/a
BCDL 10.0
Code FBC2020ITPI2014
Matrix -AS
Weight: 141 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 7=0-8-0
Max Horz 2=265(LC 11)
Max Uplift 2=-574(LC 12), 7=-574(LC 12)
Max Grav 2=1298(LC 17), 7=1295(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2076/1040, 3-4=-1978/1085, 4-5=-2277/1330, 5-6=1957/1097, 6-7=-2024/1039
BOT CHORD 2-12=758/1993, 10-12=432/1377, 9-10=-750/1752, 7-9=-749/1744
WEBS 3-12=417/408, 4-12=-329/896, 4-10=658/1284, 5-10=-1101/721, 6-10=-142/457
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Exterior(2R)
13-0-0 to 16-0-0, Interior(1) 16-0-0 to 20-5-8, Extedor(2R) 20-5-8 to 23-5-8, Interior(1) 23-5-8 to 30-0-0 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) The Fabrication Tolerance at joint 6 = 16%
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
Will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb)
2=574, 7=574.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
'Visit II11/p1jl
EW JOS
_N� •' G E N,S' . O �i.
���, '; •�.�,� '• 2 tip
Na 84943
Z Z
ice, �.�•�
0N,AN.
,,%
AndlewJohnsooPENa.8 W
MiTek USA; IncL .FCert 6634
16023.WiiftHie Road,plesterrmid,MO6301T.
Date:
April 24,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 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/TPl1 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
LOT 14 PH 3 WATERSTONE
T23669027
2743053
G15
Special Truss
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:50 2021 Page 1
ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-riZEPBWIINoPui5ghfT?s?gGgl5MgQpMxuJ EzsOzOPY3
-1-4-0, 7-7-5 13-00 19-9-8 22-.1-8 28-8-0 30-0-0
1-4-0 7-7-5 5-4-11 6-9-8 2-8-0 6 2-8 1-4-0
4x6 I I
6.00 12
Scale = 1:54.1
3x4 = 3x4 = 5x6 WB = 5x8 = 2x4 I I 3x4 =
9-2-0 19-9-8 22-5.8 28-8-0
9-2-0 10-7-8 2-8-0 1 -8
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 FBC2020frP12014
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.1
WEBS
2x4 SP No.3
OTHERS
2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 7=0-8-0
Max Horz 2=-265(LC 10)
Max Uplift 2=-574(LC 12), 7=-574(LC 12)
Max Grav 2=1301(LC 17), 7=1299(LC 18)
CSI.
DEFL.
in (loc)
I/def]
Lid
TC 0.72
Vert(LL)
-0.44 10-12
>776
240
BC 0.87
Vert(CT)
-0.75 10-12
>458
180
WB 0.60
Horz(CT)
0.06 7
n/a
n/a
Matrix -AS
PLATES GRIP
MT20 244/190
Weight: 140 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 4-10
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2101/1024, 3-4=-2002/1069, 4-5=-2882/1556, 5-6=-2432/1245, 6-7=-2162/1095
BOT CHORD 2-12=743/2011, 10-12=-434/1379, 9-10=-831/1874, 7-9=-828/1871
WEBS 3-12=402/397, 4-12=-304/940, 4-10=-844/1751, 5-10=-14981951, 6-10=-318/861
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Extedor(2R)
13-0-0 to 16-0-0, Interior(1) 16-0-0 to 22-5-8, Exterior(21R) 22-5-8 to 25-5-8, Interior(1) 25-5-8 to 30-0-0 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, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=574, 7=574.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
`,,`�Iltll lff/I,,I
GW JD
�� � • .\ G E�N g ' O .�
No 84943
7k
:. X'+.
Andrew Johnson PE No.64943
M7ekl[J$ Inc:FI.Cer(6N
16Mb iligley Ridge Road,Chest &Id, MO 63917
Oats:
April 24,2021
® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19Q020 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 WOW
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 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 14 PH 3 WATERSTONE
T23669028
2743053
G17
Roof Special
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:51 2021 Page 1
ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-Ju7cdUW5H5XIJFPtDAX5XupuhVhC9HW57zzXPgzOPY2
7-75 12-10-0 18-0-11 21-7-8 24-3-8 28-6-0 ,29-10-0
7-75 5-2-11 5-2-11 3 6-13 2-8 0 4 2 8 1-4 00
4x4 =
3x4 = 3x4 = 3x4 =
4x4 =
4x8 = 2x4 II
Scale = 1:52.8
3x4 =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TPI2014
CS].
TC 0.52
BC 0.85
WB 0.54
Matrix -AS
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) Udefl L/d
-0.19 11-13 >999 240
-0.37 13-16 >930 180
0.07 7 n/a rile
PLATES GRIP
MT20 244/190
Weight: 142 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied. .
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 7=0-8-0
Max Horz 1=-258(LC 10)
Max Uplift 1=-471(LC 12), 7=-574(LC 12)
Max Grav 1=1211(LC 17), 7=1280(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1994/1029, 2-3=-1896/1076, 3-4=-2038/1154, 4-5=-3248/1736, 5-6=-2793/1455,
6-7=-2269/1139
BOT CHORD 1-13=726/1913, 11-13=409/1352, 10-11=-855/2008, 9-10=-897/1986,
7-9=-897/1977
WEBS 2-13=410/407, 3-13=-330/828, 3-11=-500/1102, 4-11=-758/554, 4-10=-681/1280,
5-10=1517/898, 6-10=-528/1033
NOTES-
1) Unbalanced roof live loads have been considered for this design
nd Cat.
2) I�Exp CS En l., G 0 180 MPWFRS and C1C4Exterior 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-10-0, Exteno
pi (directional) 2E) �2R)
12-10-0 to 15-10-0, Interior(1) 15-10-0 to 24-3-8, Exterior(2R) 24-3-8 27-3-8, Interior(1) 27-3-8 29-10-0 for
,,,,�1r; JO11,,,,,
H/ys1 �0
to to zone;C-C members
,�� OQ� ,
•'''r:;0
and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
�� •' (, E N
s�
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.
P. No, 84943 0
4) Provide adequate drainage to prevent water ponding.
�
'
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
1=471,7=574.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
�J �•'•
sheetrock be applied directly to the bottom chord.
��� Sl !,• • R.�•.
CC),N
A'
Andw Johnson PE No.84943
MTekUSA IntR&d6i34
16023:5<vIVO Rldpe Road, Chesterfield, MO 69617.
Date!
April 24,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. SII S2020 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-e9 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
LOT 14 PH 3 WATERSTONE
T23669029
2743053
G19
Roof Special Girder
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:53 2021 Page 1
ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-GHEN1AYMpjnTZZZFKbZZdJu9uJLhd51NaHSdTizOPYO
7-7-5 t2-10-0 18-0-11 23-7-8 26-3-8 2B-6.0 ,29-1%11,
7-7-5 5-2-11 5-2-11 5-6-13 2-8-0 2-2-8 1-4-0
�Q
Scale = 1:52.5
4x4 =
3x4 i 3x4 = 3x4 = 3x4 = 5x12 = 2x4 11 3x4 =
9-2-0 16-6-0 23-7-8 26-3.8 28-6-0
9-2-0 7-4-0 7-1-8 2-8-0 2-2-8
Plate Offsets (X,Y)-- [4:0-3-0,0 1-81,[6:0-6-4,0-2-01
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.86
Vert(LL)
TCDL
7.0
Lumber DOL
1.25
BC 0.98
Vert(CT)
BCLL
0.0
Rep Stress Incr
NO
WB 0.93
Horz(CT)
BCDL
10.0
Code FBC2020ITP12014
Matrix -MS
in (loc) I/deft L/d
0.3310-11 >999 240
-0.57 10-11 >599 180
0.07 7 n/a n/a
I i I
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD
3-5: 2x4 SP No.1 BOT CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-6-0, 7=0-8-0
Max Horz 1=-258(LC 6)
Max Uplift 1=-470(LC 8). 7=-571(LC 8)
Max Grav 1=1196(LC 13), 7=1158(LC 2)
FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1961/834, 2-3=-1863/879, 3-4=-2030/945, 4-5=-4489/1885, 5-6=-3721/1495,
6-7=-2151 /889
BOT CHORD 1-13=-571/1883, 11-13=-291/1322, 10-11=-686/1983, 9-10=-690/1908, 7-9=-689/1900
WEBS 2-13=412/365, 3-13=-288/824, 3-11=-416/1112, 4-11=-723/481, 4-10=-996/2432,
5-1 0=214911001. 6-1 0=-759/2095
PLATES GRIP
MT20 244/190
Weight: 141 lb FT = 20%
Structural wood sheathing directly applied.
Rigid ceiling directly applied or 6-10-3 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MW=RS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
1=470, 7=571.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 143 lb up at
26-3-8 on top chord, and 22 lb up at 26-2-12 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-5=-54, 5-6=-54, 6-8=-54, 14-17=-20
�,� • �.C, E;NJ.
No -8.4943
Andrew JohrAh PE Na.84943
MffekUSA- Inc: FL'Cert 66M
16623.8winp16Aldpe Road, glesterfield, M0 WIT
Date:
April 24,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. °
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek°
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPI1 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
Jab
Truss
Truss Type
City
Ply
LOT 14 PH 3 WATERSTONE
T23669029
2743053
G19
Roof Special Girder
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:53 2021 Page 2
ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-GHEN1AYMpjnTZZZFKbZZdJu9uJLhd51NaHSdTizOPYO
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 6=54(B) 9=4(B)
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing MOW
always required for stability and to prevent collapse with passible 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 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 14 PH 3 WATERSTONE
T23669030
2743053
GGE
GABLE
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:56 2021 Page 1
ID:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-gswVgCaE6e91 QOHgOj6GExWgD Wc4gdmgGEhl31 zOPXz
4-0-0
Scale = 1:14.6
2x4 = 3x6 II 2x4 II
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.15
TCDL
7.0
Lumber DOL
1.25
BC 0.04
BCLL
0.0
Rep Stress Incr
YES
WE 0.16
BCDL
10.0
Code FBC2020ITP12014
Matrix-P
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2 P
WEBS
2x4 SP No.2
OTHERS
2x4 SP No.3
REACTIONS.
(size) 1=4-0-0, 4=4-0-0, 5=4-0-0
Max Horz 1=105(LC 12)
Max Uplift 4=-32(LC 12), 5=-114(LC 12)
Max Grav 1=57(LC 1), 4=55(LC 17), 5=195(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-326/96
WEBS 2-5=-185/535
DEFL. in (loc) I/dell L/d PLATES GRIP
Vert(LL) n/a n/a 999 MT20 244/190
Vert(CT) n/a n/a 999
Horz(CT) 0.00 n/a n/a
Weight: 17 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-0-0 cc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 3-104 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
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) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-0-0 cc.
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) 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.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=1b)
5=114.
,`�jll'llll�'����
.I
%.;�
No: 84943
��i1:11111��
AndrewJohrdbn PE No.84943.
MTekwk.Ini'k Cart 6W"
16023.5tiuklgle Ridge Road, Chesterfield, Md 63017,
Date:
April 24,2021
�—
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 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 andtruss systems, see ANS11TPN Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 14 PH 3 WATERSTONE
T23669031
2743053
H3
Jack -Open Truss
2
1
Job Reference (optional)
tlunaers mrst5ource (rlant Glty, rL), Clan tarty, FL - 33bbt,
8.430 s Mar 22 2021 MTek Industries, Inc. Wed Apr 21 18:42:57 2021 Page 1
ID:6gDlOH2OVeglNklsxoNemzyuULB-82UltYbstxHulAslZRdVn93zSwvdZ6VzVuQrbUzOPXy
4-2-15
4-2-15
Scale = 1:12.7
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.31
Vert(LL) -0.01
24 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.15
Vert(CT) -0.02
2-4 >999 too
BCLL 0.0
Rep Stress Incr NO
WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix-P
Weight: 16 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-2-15 cc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-3-0, 4=Mechanical
Max Horz 2=133(LC 8)
Max Uplift 3=-51(LC 5), 2=-208(LC 8)
Max Grav 3=67(LC 1),2=238(LC 1),4=66(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSlfTPI 1.
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) Gable studs spaced at 2-0-0 cc.
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) Refer to for truss to truss connections.
S10` taGw JQ��
,`
girder(s)
8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb)
2=208.
,�`
�i
�� �� • 'G E N OA-40
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 84 lb up at
No- 8,4943
•:
1-5-4, and 30 lb down and 84 lb up at 1-5-4 on top chord, and 23 lb up at 1-5-4, and 23 lb up at 1-5-4 on bottom chord. The
*:
design/selection of such connection device(s) is the responsibility of others.
_� * '
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
F •
•�(/,�
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
•�. ;
C0
Vert: 1-3=-54, 2-4=20
Concentrated
#4�.. R I�••`��.�
,',SS/OIN�A���,
Vert: 5=48(F(I24, B=24) 6=23(F=11, B=11)
AndWJohllsbn PklN1 4943
MTek USA; Inc Fl. Cert 6634
16M Slvft,Ridge Road,glesteAld, MO6917
Date:
April 24,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 ANSVfPIf 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 14 PH 3 WATERSTONE
T23669032
2743053
H5
Jack -Open Truss
2
1
Job Reference (optional)
tiumers Flfsujource (Fran[ u ty, t-L), I'lant LAty, rL - nabst, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:58 2021 Page 1
I D: ZYc6AOG NbVAfFo43ovpJT9ypvs QcE2G5u cUeF PIfKRD 789kKMc2b K8? IZk7kYA08wzO PXx
i-1-10-10 3-9-6 7-0-14
3-9-6 3-3-8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL,
in
(loc)
Udefl
Lid
TCLL 20.0
Plate Grip DOL
1.25
TIC 0.67
Vert(LL)
0.12
4-7
>681
240
TCDL 7.0
Lumber DOL
1.25
BC 0.58
Vert(CT)
-0.20
4-7
>411
180
BCLL 0.0
Rep Stress Incr
NO
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-11-5, 4=Mechanical
Max Horz 2=188(LC 8)
Max Uplift 3=-148(LC 8), 2=-235(LC 8)
Max Grav 3=159(LC 1), 2=321(LC 1), 4=130(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:17.4
Ii -
PLATES GRIP
MT20 244/190
Weight: 25 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
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=148,2=235.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 18 lb down and 55 lb up at
1-5-4, 30 lb down and 84 lb up at 1-5-4, and 22 lb down and 112 lb up at 4-3-4, and 3 lb down and 70 lb up at 4-3-4 on top chord,
and 23 lb up at 1-5-4, 23 lb up at 1-5-4, and 16 lb down and 6 Ib up at 4-3-4, and 11 lb down and 7 Ib up at 4-3-4 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 (plf)
Vert: 1-3=-54, 4-5=-20
Concentrated Loads (ib)
Vert: 8=55(F=24, B=31) 9=-7(F=15, B=-22) 10=23(F=11, 6=11) 11=-14(F=5, B=-8)
,``�111(IJ11'f'II�I
(1�GW ` ,01 %III
`,�� Q .•��G ESN S4�'•
•
No 84943 .:
ING: n r ir:=
Ct R.1
"•�i11111V•'
Andrew JohPE kl943
MiTeituspnsali , InG FL Cent 6694,
16023.541 nglef Fffdga 8oad,q esterfkld, M063017.
Uate:
April 24,2021
WARNING -Verify 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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 14 PH 3 WATERSTONE
T23669033
2743053
H7
Jack -Open Truss
3
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:00 2021 Page 1
ID:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-YdAOVZdlAsgTuebcFZBCPnhUx7tMm QJPBsfVCozOPXV
-1-10-10 5-11-1 9-10-13 ,
1-10-10 5-11-1 3-11-11
5-11-1 9-10-13
5-11-1 3-11-11
_Plate Offsets (X,Y)-- [2:0-0-7,Edge)
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.29
Vert(LL)
-0.02
7-10
>999
240
TCDL 7.0
Lumber DOL
1.25
BC 0.40
Vert(CT)
-0.05
6-7
>999
180
BCLL 0.0
Rep Stress Incr
NO
WB 0.25
Horz(CT)
0.01
5
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
I � I
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical
Max Horz 2=241(LC 8)
Max Uplift 4=-108(LC 8), 2=-267(LC 8), 5=-141(LC 8)
Max Grav 4=103(LC 1), 2=448(LC 1), 5=344(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-629/235
BOT CHORD 2-7=-298/572, 6-7=298/572
WEBS 3-7=0/332, 3-6=-660/344
NOTES -
Scale = 1:22.7
PLATES GRIP
MT20 2441190
Weight: 42 lb FT = 20%
Structural wood sheathing directly applied or 6-0-0 oc purlins.
Rigid ceiling directly applied or 10-0.0 oc bracing.
1) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpj=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 Ib uplift at joint(s) except (jt=lb)
4=108, 2=267, 5=141.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 84 lb up at
1-5-4. 30 lb down and 84 lb up at 1-5-4, 3 lb down and 70 lb up at 4-3-4, 3 lb down and 70 lb up at 4-3-4, and 52 lb down and 141
lb up at 7-1-3, and 52 lb down.and 141 lb up at 7-1-3 on top chord, and 23 lb up at 1-5-4, 23 lb up at 1-5-4, 11 lb down and 7 lb up
at 4-3-4, 11 lb down and 7 lb up at 4-3-4, and 51 lb down at 7-1-3, and 51 lb down at 7-1-3 on bottom chord. The design/selection
of such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 5-8=20
,`�1111117�j��,
i.0
�.
Na. 8.4943
• ,R
0Tw Jolgxen PE No.64943
MTekU%Inc: R id6634.
16M SMngW My Road,aesteifield, MO63617
Date:
April 24,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511.92020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is form 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 stabilfty 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/TPll 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
Qly
Ply
LOT 14 PH 3 WATERSTONE
T23669033
2743053
H7
Jack -Open Truss
3
1
Job Reference (optional)
tsunciers t-IrstJOurce (Plant L:ity, FL), Plant Uity, FL - 33557, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:00 2021 Page 2
ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-YdAOVZdIAsgTuebcFZBCPnhUx7tMm QJPBsfVCozOPXv
LOAD CASE(S) Standard
Concentrated Loads (Ib)
Vert: 11=48(F=24, B=24) 12=30(F=15, B=15) 13=-104(F=-52, B=-52) 14=23(F=11. B=11) 15=11(F=-5, B=-5) 16=51(F=25, B=25)
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 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, hot
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 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 14 PH 3 WATERSTONE
T23669034
2743053
H7V
Jack -Open Truss
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21,18:43:01 2021 Page 1
ID:6gDIOH2OVeglNklsxoNemzyuULB-1pjOjveNwAcKWnAooHiRx7De4X6TUtNZQW02kFzOPXu
6-6-4 3-4-9
3x4
Scale = 1:22.6
6-64
6-64
9-10-13
3-4-9
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL. in
(loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.33
Vert(LL) 0.12
6-7 >998 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.86
Vert(CT) -0.14
6-7 >843 180
BCLL 0.0
Rep Stress Incr NO
WB 0.20
Horz(CT) 0.01
5 n/a n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix -MS
Weight: 38 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-6-7 oc purlins.
BOT CHORD 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied or 8-0-10 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-10-3, 5=Mechanical
Max Horz 2=241(LC 8)
Max Uplift 4=-86(LC 8), 2=-261(LC 8), 5=-174(LC 8)
Max Grav 4=95(LC 1), 2=448(LC 1), 5=352(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except
when shown.
TOP CHORD 2-3=-1048/465
BOT CHORD 2-7=-550/985, 6-7=534/932
WEBS 3-7=-20/472, 3-6=-1005/565
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
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 live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0
.4%01111,1I1' jq.'
a of on chord all areas where a rectangle wide
fit between the bottom
,t1 W JO
Hiy6
will chord and any other members.
5) Refer to girder(s) for truss to truss connections.
��,` O�E .
G,E.N •• .-
SF�•�.
6) Bearing atjoint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify
•V\
capacity of bearing surface.
.'
NO. 8.49.43 ••
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except 0=11b)
*. *'�
2=261, 5=174.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 82 lb up at
1-5-4. 34 lb down and 82 lb up at 1-5-4, 0 lb down and 73 lb up at 4-3-4, 0 lb down and 73 lb up at 4-3-4, and 52 lb down and 145
lb up at 7-1-3, and 52 lb down and 145 lb up at 7-1-3 on top chord, and 23 lb up at 1-5-4, 23 lb up at 1-5-4, 11 lb down and 7 lb up
4-3-4, 11 lb down 7lb 4-3-4, 51 lb down 7-1-3, 51 lb down 7-1-3 bottom The design/selection•�(/,���
at and up at and at and at on chord.
devices
Q�
of such connection is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss front back
♦ •'
,�j�ls O fi. QG••`�\,+�
are noted as (F) or (B).
LOAD CASE(S) Standard
1010NA' .
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
AndfpvJoh*fiPENo.84943
Vert: 1-4=-54, 5-8=-20
MTekUSA;inc,Fi.'Ced6634.,
96DP blng*KideRoad, Chesterfield,MO63017,
Date:
April 24,2021
® WARNING - Vedfy 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 applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available Pram Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 14 PH 3 WATERSTONE
T23669034
2743053
H7V
Jack -Open Truss
1
1
Job Reference (optional)
tsuuners YIrstbource (Plant uity, t-L), Plant l:lty, F-L - 33bb(, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:01 2021 Page 2
ID:6gDIOH2OVeglNklsxoNemzyuULB-1pjOjveNwAoKWnAcoHiRx7De4X6TUtNZQW02kFzOPXu
LOAD CASE(S) Standard
Concentrated Loads (Ib)
Vert: 11=48(F=24, 8=24) 12=30(F=15, B=15) 13=-104(F=-52, B=-52) 14=23(F=11, B=11) 15=11(F=-5, B=-5) 16=51(F=-25, B=25)
A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 ANSI?Plf Quality Criteria, DSB-89 and BC3/ 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 14 PH 3 WATERSTONE
T23669035
2743053
K01
Hip Truss
1
1
Job Reference o tional
Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:02 2021 Page 1
ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-VOHmwFf7hUwB8xl_M DgUCmoCxW2DKzifABcHhzOPXt
8
5-0-0 9-4-0 13-8-0 18--0 i20-0-0
' 5-0-0 4.4-0 4-4-0 5-0-0 1-4-0
4x8 =
finny
17 18
2x4 11
Scale = 1:32.7
19 20
4x8 =
Io.
3x4 = 2x4 II -"-' 3x8 = 2x4 II 3x4 =
13-8-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.44
Vert(LL)
0.12
8
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.58
Vert(CT)
-0.16
8
>999
180
BCLL 0.0
Rep Stress Incr NO
WB 0.24
Horz(CT)
0.05
5
n/a
n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix -MS
Weight: 83 lb FT = 20%
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 Horz 1=-112(LC 6)
Max Uplift 1=-565(LC 8), 5=-672(LC 8)
Max Grav 1=1081(LC 1), 5=1158(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2057/1097, 2-3=-2275/1295, 3-4=-2275/1295, 4-5=2045/1077
BOT CHORD 1-10=843/1791, 8-10=-838/1803, 7-8=-817/1791, 5-7=-822/1779
WEBS 2-10=0/378, 2-8=-353/628, 3-8=-430/436, 4-8=367/635, 4-7=0/376
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-7-2 cc purlins.
BOT CHORD Rigid ceiling directly applied or 6-3-12 cc 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=6.Opsf; h=15ft; 8=45ft; L=24ft; 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
1=565, 5=672.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 155 lb down and 306 lb up at
5-0-0, 54 lb down and 131 lb up at 7-0-12, 54 lb down and 131 lb up at 9-0-12, 54 lb down and 131 lb up at 9-7-4, and 54 lb down
and 131 lb up at 11-7-4, and 155 lb down and 306 lb up at 13-8-0 on top chord, and 154 lb down at 5-0-0, 52 lb down at 7-0-12, 52
lb down at 9-0-12, 52 lb down at 9-7-4, and 52 lb down at 11-7-4, and 154 lb down at 13-7-4 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-54, 2-4=54, 4-6=-54, 11-14=-20
1 W 40
No. 8.49.43 • '
�.
.Rti �.•. �,��
I
OINIAt , %%
AndrewJohrlsorl PE.No.84943.
MTekUSA, Inc FL Cert 6634
16023.9winglBp Ridge Road, Chesterfield, MO63617
Date:
April 24,2021
®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 far 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 ANSUTP/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
Truss
Truss Type
Qty
Ply
LOT 14 PH 3 WATERSTONE
T23669035
2743053
K01
Hip Truss
1
1
Job Reference (optional)
tSunaers FirstBource (Plan[ Gny, t-L), Plant city, FL - 33b8/, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:02 2021 Page 2
ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-VOHmwFf?hUw88xl M DgUCmoCxW2DKzifAScHhzOPXt
LOAD CASE(S) Standard
Concentrated Loads (Ib)
Vert: 2=-155(F) 4=-155(F) 10=-77(F) 8=-52(F) 3=108(F) 7=-77(F) 17=-54(F) 19=54(F) 21=-26(F) 22=-26(F)
A 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 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 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 14 PH 3 WATERSTONE
T23669036
2743053
K02
Hip Truss
1
1
Job Reference o tional
tsullciers Flrstbource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:04 2021 Page 1
ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-ROPXLxhFD5AvNFuNUPG8Zdr6OkDZhGq?6UdjLazOPXr
7-0-0 11-8-0 18-8-0 20-0-0
7-0-0 4-8-0 7-0-0 1-4-0
Scale = 1:33.3
48 =
2 16
4x6 =
17 3
3x4 = 2x4 II """ 3x4 = 3x4 =
7-0-0
11-8-0
18-8-0
7-0-0
4-8-0
7-0-0
Plate Offsets (X Y)-- f1:0-1-4 0-0-2] (2:0-5-4 0-2-0]
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 0.52
Vert(LL) 0.12
8-11 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.51
Vert(CT) -0.17
8-11 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.09
Horz(CT) 0.02
4 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 78 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=Mechanical, 4=0-8-0
Max Horz 1=-149(LC 10)
Max Uplift 1=-306(LC 12), 4=-413(LC 12)
Max Grav 1=688(LC 1), 4=765(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOP CHORD 1-2=-1068/708, 2-3=-905/746, 3-4=-1062/713
BOT CHORD 1-8=-448/906, 6-8=446/912, 4-6=-477/899
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-0-0, Exterior(2R) 7-0-0 to
11-2-15, Interior(1) 11-2-15 to 11-8-0, Extericr(2R) 11-8-0 to 15-10-15, Interior(1) 15-10-15 to 20-0-0 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 live load loading
,��>II I1111af��
applied roof shown covers rain requirements specific
to the use of this truss component.
Ql %�/
4) Provide adequate drainage to prevent water ponding.
♦•
♦���' �O .•G ENS .• SQ��af�ej�
.� �
5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
'
-O.
♦ • V v
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
�♦
NO 64043 go.
will fit between the bottom chord and any other members.
7)
*': •:
Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
l
1=306, 4=413.
�
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
'' �_
sheetrock be applied directly to the bottom chord.
♦♦
.40 R 1 O ��,�♦
NA;
Andrew Jolins inPENoN943
MiTsk1184Inc: R Cert 6634
166P3 kngljAidge 6ad,6esferfield, MO63017
Dater
April 24,2021
® 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 properlyincorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and 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 14 PH 3 WATERSTONE
T23669037
2743053
M
Common Truss
1
1
Job Reference (optional)
tsu9cers FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek industries, Inc. Wed Apr 21 18:43:05 2021 Page 1
ID:6gDIOH2OVeg1Nk1sxoNemzyuULB-vbzvZHht_Plm?PTZ16nN6rOCx8TcQhBBLBMGtOzOPXq
-1 4 0 5-0-0 10.0-0 11-41
' 1-4-0 ' 5-0-0 5-0-0
Scale = 1:20.5
4x4 =
3x6 II 3x4 =
i 1-4-0
5-0-0
10-0-0
1-41 1
3-8-0
5-0-0
Plate Offsets (X,Y)-- t5:0-0-4,Edge)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.85
Vert(LL) 0.20
7-14 >519 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.84
Vert(CT) 0.17
7-14 >584 180
BCLL 0.0
Rep Stress Incr YES
WB 0.21
Horz(CT) -0.00
5 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 41 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 5=0-3-8, 8=0-4-0
Max Harz 8=117(LC 11)
Max Uplift 5=-375(LC 12), 8=-539(LC 12)
Max Grav 5=363(LC 1), 8=521(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or
less except when shown.
TOP CHORD 2-3=-181/509, 3-4=281/823, 4-5=-256/771
BOT CHORD 2-8=-474/192, 7-8=475/192, 5-7=-475/192
WEBS 4-7=-396/138, 3-8=315/717
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-6-4, Interior(1) 1-6-4 to 5-0-0, Exterior(2R) 5-0-0
to 8-0-0, Interior(1) 8-0-0 to 11-4-0 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces &
MWFRS for Lumber DOL=1.60 DOL=1.60
reactions shown; plate grip
3) Building Designer / Project for
,,�� EW JDy
engineer responsible verifying applied roof live load shown covers rain loading requirements specific
to the this truss
,� OQ�.•, ....�
use of component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
•
`�� Q ; •• ��. SF•••,2 ♦♦0
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
N O: -04§43
will fit between the bottom chard and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
-
5=375, 8=539.
7�r
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
-,,
♦ % :` •
�nlinl�•
Andrew Joh*h PE No.64943
MITekU%-Inc: FL'CeA 6634
16M Wple Aldde Road, Chesler6eld, MO 63617
Date:•
April 24,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 61192020 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 passible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TF11 quality Criteria, DSB-99 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 14 PH 3 WATERSTONE
T23669038
2743053
M3
Hip Truss
1
1
Job Reference (optional)
cunuers rustaource triant cny, t-Ll, rlant cny, rL - s:fb6r, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:06 2021 Page 1
I D:6gD IOH2OVeg1 Nkl sxoNemzyuULB-NnXHmdiVliQccZ21bglce2xSSYlh9A81ao6pQSzOPXp
1 4 0 3-0-0 7-0-0 10-0-0 11-4-0
1-4-0 3-0-0 4-0-0 3-0-0 1-4-0
4x4 =
Scale = 1:20.6
4x4 =
I1
2x4 11 2x4 =
7-0-0
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 NO
Code FBC2020ITP12014
CS1.
TC 0.55
BC 0.60
WB 0.10
Matrix -MS
DEFL. in
Vert(LL) 0.13
Vert(CT) -0.11
Horz(CT) -0.00
(loc) I/defl Lid
8 >793 240
8 >933 180
6 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 40 lb 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 I O-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 6=0-4-0, 10=0-4-0
Max Harz 10=-81(LC 6)
Max Uplift 6=-374(LC 8), 10=-538(LC 8)
Max Grav 6=406(LC 18), 10=564(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3041305, 34=398/347, 4-5=-327/301, 5-6=-390/323
BOT CHORD 2-10=308/318, 9-10=-281/318, 8-9=-285/327, 6-8=283/328
WEBS 3-10=355/343
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) 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 Qt=lb)
6=374, 10=538.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 12 lb down and 131 lb up at
3-0-0, and 64 lb up at 5-0-0, and 52 lb down and 152 lb up at 7-0-0 on top chord, and 42 lb down and 10 lb up at 3-0-0, and 15 lb
down and 6 lb up at 5-0-0, and 42 lb down and 10 lb up at 6-114 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-5=54, 5-7=-54, 11-14=-20
Concentrated Loads (lb)
Vert: 4=-12(F) 5=-12(F) 9=21(F) 8=-21(F) 18=1(F) 20=-B(F)
,1'111111:IIt'll#
No 84943
Andrew,lohrueti PE No.84943
Miitk %lkFL'Cert6634
16(r4. virlgWRidgeRoad,Chesterfield,MO63617
Oates
April 24,2021
AL 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 tha applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 14 PH 3 WATERSTONE
T23669039
2743053
PB
Piggyback Truss
6
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
2-4-0
2x4 =
8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:07 2021 Page 1
ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-rz5f_yj8WOYTEidy9XprBGTkfyLtuezRoSrNyvzOPXo
4-8-0
2-4-0
3x4 = Scale = 1:9.1
4-8-0
2x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.07
Vert(LL)
0.00
4
n/r
120
TCDL 7.0
Lumber DOL
1.25
BC 0.09
Vert(CT)
0.00
4
n/r
120
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
4
n/a
n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix-P
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
REACTIONS. (size) 2=2-8-14, 4=2-8-14
Max Harz 2=-37(LC 10)
Max Uplift 2=-91(LC 12), 4=-91(LC 12)
Max Grav 2=135(LC 1), 4=135(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
PLATES GRIP
MT20 2441190
Weight: 12 lb FT = 20%
Structural wood sheathing directly applied or 4-8-0 oc purlins.
Rigid ceiling directly applied or 1 G-0-0 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
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) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) • This truss has been designed for a live load of 20.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) 2, 4.
8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
,,�11IIIIIfIfII
�0. GGW .JO
No .4943
�,,�•••� Q P • `�,,,�
•.. 0 l .•
.,�SS,O,N
Andrew.109son PE No.84949
h�7ek 11% Inc; FL 6A U684
16023 Ninglity Mike Road, Chesterfield; MO63617
Date:
April 24,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 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 ANSI/TPl1 Quality Criteria, DSB-99 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job Truss Truss Type Oty Ply LOT 14 PH 3 WATERSTONE
2743053 PB1 T23669040
Piggyback Truss 2 1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:08 2021 Page 1
.....v.,,�, ��•=a 1.nlenUivanicyuULD-JMUZbIKMNKgKssL;dlt-K4KTUvOMh6d5Dbl6bwULzOPXn
2-0-0 2-8-0
2-0-0 4-
0-8-0 2-00-0
-0
4x4 11
2x4 = 2x4 =
Scale = 1:9.2
LOADING (psf)
TCLL 20.0
SPACING- 2-0-0
Plate Grip DOL 1.25
CSL
DEFL.
in ([cc) I/defl L/d
PLATES GRIP
TCDL 7.0
Lumber DOL 1.25
TC 0.07
BC 0.09
Vert(LL)
Vert(CT)
0.00 4 n/r 120
0.00 4 n/r 120
MT20 244/190
BCLL 0.0
BCDL 10.0
Rep Stress Incr YES
Code FBC2020/TP12014
WB 0.00
Matrix-P
Horz(CT)
0.00 4 n/a n/a
Weight: 11 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-8-0 cc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
REACTIONS. (size) 2=2-8-14, 4=2-8-14
Max Horz 2=-34(LC 10)
Max Uplift 2=-91(LC 12), 4=-91(LC 12)
Max Grav 2=135(LC 1), 4=135(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES.
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterjor(2E) 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) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �lf'1111j1�/��,
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) 2, 4. ,��• QQIW JON/�/S •,�
8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer. licablelt �� .G.E,N • . O'�i
No- 84943
:i
. •<[/ 47
O
1.11111..
Andrew JohWI) PEP 04
M943
AU% Inc: Fl:Cert6W
16b:§MngW R164900ad'69teitjeld, Md 63617
Date:
April 24,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/192020 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 e
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 ANSLITF11 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 14 PH 3 WATERSTONE
T23669041
2743053
R2
Jack -Open Truss
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 Ml l ek Industries, Inc. Wed Apr 21 18:43:uy 2u21 Hage -
ID:ZYc6AOG NbVAf Fo43ovpJTgypvsQ-oMC QOekO2doBTOnKGyrJGhZ1 zl1 DMYTkGmKUOnzOPXm
-1-10-10 3-1-8 _
1-10-10 3-1-8
Scale = 1:10.7
3-1-8
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(]cc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.27
Vert(LL) -0.01
4-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.10
Vert(CT) -0.01
4-7 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.00
Horz(CT) 0.00
2 n/a n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix -MP
Weight: 13lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-1-8 cc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Harz 2=113(LC 8)
Max Uplift 3=-25(LC 5), 2=-201(LC 8), 4=-11(LC 13)
Max Grav 3=38(LC 1), 2=209(LC 1), 4=29(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
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 bearing
�(L111.1 ill'01"'il,'
mechanical connection (by others) of truss to plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb)
� J0 I,
2=201.
7 Hanger(s)or other connection devices shall be provided sufficient to support
O p pport concentrated load(s) 30 lb down and 84 Ito up at
�, O •' • • • • • • • tr ��
�. Ci.E,N
V` F �•.2 ��
1-5-4, and 30 lb down and 84 lb up at 1-5-4 on top chord, and 23 lb up at 1-5-4, and 23 lb up at 1-5-4 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
N,a; 8.4943
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
7�r
1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 4-5=-20
Concentrated Loads (lb)
Vert: 8=48 F=24, B=24 9=23 F-11, B=11
�� •' ;� Q'
�s �• '': Fj �`,����.`>�
Andrew Johnson PE No.84943
MTekUSAilne LCed6634
1807J:SwingW Ridge Noad, agteifield, MO M17.
Dots: -
April 24,2021
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 weband/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 ANSI/TP/1 Quality Criteria, DSB-99 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
Symbols
PLATE LOCATION AND ORIENTATION
14- 314 Center plate on joint unless x, y
offsets are indicated.
17-71 Dimensions are in ft-in-sixteenths.
J�Apply plates to both sides of truss
and fully embed teeth.
O'11fi ,
For 4 x 2 orientation, locate
plates 0- 'li ' 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
U
o_
O
F
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
(Drawings not to scale)
2 3
TOP CHORDS
8 7 6 5
0
X
O
2
U
IL
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
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 orX-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 ANSUTPI 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 puriins provided at
spacing indicated on design.
14. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
15. Connections not shown are the responsibility of others.
16. Do not cut or alter truss member or plate without prior
approval of an engineer.
17. Install and load vertically unless indicated otherwise.
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19. Review all portions of this design (front, back, words
and pictures) before use. Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture in accordance with
ANSIrrPI 1 Quality Criteria.
21.The design does not take into account any dynamic
or other loads other than those expressly stated.