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HomeMy WebLinkAboutTrussr(`
258 Southhall Lane, Suite 200
D Maitland, Florida 32751
P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com
Website: www.fdseng.com
ENOINEERINO ASSOCIATES
May 24, 2021
Building Department
Ref:
Adams Homes
Lot:
Lot 3 Blk.1
Subdivision:
Fort Pierce - Waterstone
Address:
5448 Lugo St.
Model:
2000 A LHG 3CF
KA #
21-4885
Truss Company:
Builders First Source
Date of drawings:
5/20/21
Job No.:
2742552
Wind Speed:
160
Exposure:
C
Truss Engineer:
Joaquin Velez
To whom it may concern,
We have reviewed the truss design package for the project referenced above. This truss package
complies with the original design intent and the underlying structure will accommodate all
indicated loads. We approve the truss package without comment based upon the truss layout and
truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss
Engineer.
Please note, this review is only for general conformance with the design concept of the project.
Contractor or sub -contractor is responsible for matching all structural components and details
shown in the construction documents. Contractor or sub -contractor is also responsible for
confirming all quantities and dimensions; selecting appropriate fabrication processes and fill
techniques; and coordinating work with all other trades. �>%P NBLO TO 0
\5 �E'
Note: Truss ID's may vary. v •'•'v� G N S�•
No 87864
If you have any questions, please do not hesitate to call. ` �` :. * • .
Sincerely, �.. STATE
a aael�s�
5/24/2021 5/24/2021 5/2 /2021
Carl A. Brown, P.E. Scott Lewkowski, P.E. Luis Pablo Tomes, P.E.
FL. # 56126 FL. #78750 FL. # 87864 I
FDS Engineering Associates, A TSG Company
"Your Building Code Experts"
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EXPOSED TO WND
LI Reviewed and Approved U Revise and Resubmit
❑ Reviewed with Notations ❑ Not Reviewed (see explanation)
Corrections or comments made on equipment submittals or shop drawings during this review do
not relieve contractor from compliance with requirements of the drawings and specifications.
This check is only for review of general conformance with the concept of the project and
general compliance with the information given in the contract documents. The contractor is
responsible for confirming and correlating all quantities and dimensions; selecting fabrication
processes and techniques of construction; coordinating his work with that of all other trades and
performing his work in a safe and satisfactory manner
IDS ENGINEERING ASSOCIATES
Date: 0524/2021 By: ES
Submittal No.: ProjectNo.: 214885 Project Eng.: Luis Torres
Project Name: Adams Homes - Fort Pierce - Waterston - Lot 3 Blk 1
CONNECTORS SCHEDULE
ROOF TRUSS
Q
ID
MODEL ROOF UPLIFT SYM
0
1 A-11
LUS24 / JUS24
895 / 836
490 /510
1LA!
10
1 A
HTU26/ THD26
3600 / 3470
1555 / 2330
ILA
0
B
HTU28 / THD28
4680 / 5040
2140 / 2330
ILB
1
C
HTU26-2 / THD26-2
3600 / 3355
2175 / 2340
J LO
0
D
HTU28-2 / THD28-2
4680 / 5005 113485
/ 2595
1 J to
0
E
HGUS26-2 / THDH26-2
5320 / 5245
2155 / 2340
J LE
0
F
HGUS28-2 / THDH28-2
7460 18025
3235 / 3330
J IF
0
G
HGUS26-3 / THDH26-3
5230 / 5246
2155 / 2340
J Lc
0
H
HGUS28-3 / THDH28-3
7460 / 7835
3235 / 4370
J w
0
J
THJA26 / HJC26
9100 / 8990
4095 / 4370
J w
3X8NOP
VERIFY ALL dMENSI0N5 Aldl MUM CONgTIONS PRIOR M APPROVAL
SOME CEILING FRAMPRm REOUIRED N FIELD BY BULDER
MAN HAND FORCE RESISTING SYSTEMFC HYBR O VMO ASCE7-10
IMPORTANT
ENCLOSED
EXPOSURE CATEGORY C
OCCUPANCY CATEGORY U
This Drawing Must Be Approved And
VAND LOAD TA MPH
FADESIGNCTOR 00
Returned Before Fabrication Will
BE
HAVE
TRUSSES HAVE BEEN DESIGNED FORA 140 PSF BOriOM CHORD LIVE LOAD
TRUSSES
Begin. For Your Protection Check All
NONCONCURRENT VATH ANY OTHER LIVE
LOADS
Dimensions And Conditions Prior To
Approval Of Plan.
SIGNATURE BELOW INDICATES ALL
ROOF LOADING
FLOOR LOADING
NOTES AND DIMENSIONS HAVE
TCLL: 20 PSF
TCLL• 40 PSF
BEEN ACCEPTED.
TCDL, 07 PSF
TCDL: 10 PSF
BCDL: 10 PSF
BCDL: 5 PSF
By Date
TOTAL: 37 PSF
TOTAL., 55 PSF
DURATION: 1.25
DURATION: 1.00
CAUTION!!!
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-B7 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (te. 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 OF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Wdhin 48
Hours And Investigation By
Builders First Source.
NO EXECPTIONS.
The General Contractor Is Responsible
For All Connections Other Than Truss
to Truss, Gable Shear Wall, And
Connections. Temporary and
Permanent Bracing, And Ceiling And
Roof Diaphragm Connections.
ROOF PITCH: 6112
CEILING PITCH: 3112
TOP CHORD SIZE: 2 X 4
BOTTOM CHORD SIZE: 2 X 4
OVERHANG LENGTH: 16"
END CUT: Plumb
CANTILEVER: —
TRUSS SPACING: 24" —
BUILDING CODE FBC2020
BEARING HEIGHT SCHEDULE
BUILDER:
Adams Homes
PROJECT: Single Family
MODEL: LANAI
ADDRESS: 5448 LUGO ST
LOT I BLOCK: 311
SUBDIVISION: WATERSTONE
CITY: FT PIERCE
DRAWN BY: KSANCHEZ
2742652
DATE: SCALE: NTS
PLAN DATE: 1 2021
REVISIONS:
1.
2.
3.
4.
4408 Airport Road
Plant City, FL 33563
Ph.(813) 305-1300
Fax (813)305-1301
ov
RE: 2742552 MiTek USA, Inc.
LOT 3/1 WATERSTONE 6904 Parke East Blvd.
Tampa, FL 33610-4115
Site Information:
Customer: Adams Homes Port St Lucie Pro ect Name: 2742552
Lot/Block: 3/1 oodel:.2000 A 3CAR 10X20 LANAI
Address: 5448 LUGO ST, . 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: ASCE 7-16 Wind Speed: 160 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 57 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
T24045439
A01 S
5/20/2021
21
T24045459
C 1 C
5/20/2021
2
T24045440
A02S
5/20/2021
22
T24045460
c1P
5/20/2021
3
T24046441
A03S
5/20/2021
23
T24045461
C 1 S
5/20/2021
4
T24045442
A04S
5/20/2021
24
T24045462
C 1 V
5/20/2021
5
T24045443
A05S
5/20/2021
25
T24045463
C3
5/20/2021
6
T24045444
A06S
5/20/2021
26
T24045464
C3P
5/20/2021
7
T24045445
A07
5/20/2021
27
T24045465
C3S
5/20/2021
8
T24045446
A09
5/20/2021
28
T24045466
C3V
5/20/2021
9
T24045447
A10
5/20/2021
29
T24045467
C5
5/20/2021
10
T24045448
All
5/20/2021
30
T24045468
C5P
5/20/2021
11
T24045449
Al2
5/20/2021
31
T24045469
C5S
5/20/2021
12
T24045450
A13
5/20/2021
32
T24045470
C5V
5/20/2021
13
T24045451
A14
5/20/2021
33
T24045471
D01,
5/20/2021
14
T24045452
A15
5/20/2021
34
T24045472
D02
5/20/2021
15
T24045453
A16
5/20/2021
35
T24045473
D03A
5/20/2021
16
T24045454
B01
5/20/2021
36
T24045474
E2A
5/20/2021
17
T24045455
B02
5/20/2021
37
T24045475
E5
5/20/2021
18
T24045456
B04
5/20/2021
38
T24045476
E7
5/20/2021
19
T24045457
Cl
5/20/2021
39
T24045477
E7P
5/20/2021
20
T24045458
C 1 B
5/20/2021
40
T24045478
E7V
5/20/2021
The truss drawing(s) referenced above have been prepared by
MiTek USA, Inc under my direct supervision
`����� II � II11i-"1
based on the parameters provided by Builders FirstSource (Plant City, FL).
,�%0 dQ1N V'F'..
Truss Design Engineer's Name: Velez, Joaquin
��� �� G E N� ��i
My license renewal date for the state of Florida is February 28, 2023.
. SF•'�:
Florida COA: 6634
No 6.8 .:2
IMPORTANT NOTE: The seal on these truss component designs is a certification
�•
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs ANSI/TPI 1. These designs based
comply with are upon parameters
i- •. S TE 'Of.
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MiTek
0
customers file reference purpose only, and was not taken into account in the preparation of
G
these designs. MiTek has not independently verified the applicability of the designparam
or the desins for any Before use, the designer
cular lland
�j S ::. • • ��
0.
,����(j
t N A %,
te these des gnsuilding
shouldeters
verify applicability of design parameters properly incorporading.
into the overall building design per ANSI/TPI 1, Chapter 2.
Joaquin VeleiPE*No.68182
MRek 11SA, Inc. FL Celt 6634
6904 Parke East Blvd. Tampa FL 33610 May 20, 2021
na
1 of 2
Velez, Joaquin
MiTelk'
RE: 2742552 - LOT 3/1 WATERSTONE
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610-4115
Site Information:
Project Customer:
Adams Homes Port St Lucie Project Name: 2742552
Lot/Block: 3/1
Subdivision` WATERSTONE
Address: 5448 LUGO ST, .
City, County: Fort
Pierce
State: FL
No. Seal#
Truss Name
Date
41 T24045479
G01 S
5/20/2021
42 T24045480
G02S
5/20/2021
43 T24045481
G03S
5/20/2021
44 T24045482
G05S
5/20/2021
45 T24045483
H2
5/20/2021
46 T24045484
H5
5/20/2021
47 T24045485
H7
5/20/2021
48 T24045486
1-17P
5/20/2021
49 T24045487
1-17V
5/20/2021
50 T24045488
K01
5/20/2021
51 T24045489
K02
5/20/2021
52 T24045490
L01
5/20/2021
53 T24045491
L02
5/20/2021
54 T24045492
Vol
5/20/2021
55 T24045493
V02
5/20/2021
56 T24045494
VO4
5/20/2021
57 T24045495
V05
5/20/2021
2 of 2
Job
Truss
Truss Type
Qty
Ply
LOT 3/1 WATERSTONE
T24045439
2742552
A01S
Roof Special
1
Job Reference o tionai
nunaers t-Irstsource trlant cny, rLj, rlant city, rL - S:folsl, 6.431.1 s Apr zu zuzl mi I eK Inaustries, Inc. vvea may 1 a itmu:43 zuzl rage 1
ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-gGlwUp_f?PgsLzdcMl3SiiKdWuPPjfdicwOA2CzEsiA
1 4-0 6-5-7 8-8-0 12-2-13 15-9-11 19-4.6 22.3.1 25-17 28-10.0 N 6-112 33 1 -4 38-8-0
1-4-0 6-5-7 2-2-9 3.6.13 13 3.6.13 2-10-9 3-2-6 3-4-9 4-7-12 0-5- 4-&12
Scale=1:71.5
5x6 =
7x10 =
6x8 =
11
4x4 =
6.00 F12
4x4 = 7x8 =
5x6 = 6x8 =
3 4
5 6
8 9 10
3x4 �
36 \
ST1.5x8 STP =
35
12 37
31
`t
21
0
2 25 24
1 2x4 I I 7x8 —
23 22 10x12 =
4x4 = 4)8 =
13
c� o
Io w
•
19 18 17 16
15
14
4x6 3.00 FIT
20
4xB
3x4 II 5xl2 =
4x8 =
2x4 11 4x6 =
2x4 II
6-5-7 8-8-0 12-2-13
15-9-11 19-0-8 19-1022-3-1 25-5-7 28-10-0
33-11-4
38-8-0
6 3-8-13
3-6-13 3$-13 0- 2 2-10-8 3-2-6 3-49
5-1-0
4-8-12
Plate Offsets (X,Y)-- _[3:0-4-8,0-3-8),[6:0-4-0,0-4-8),[9:0-3-8,0-3-0),[10:0-5-4,0-2-8[,[21:0-9-0,0-5-4),[24:0-4-0,0-4-12]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) Udefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.52
Vert(LL) 1.06 21-22 >439
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.68
Vert(CT) -1.28 21-22 >361
180
BCLL 0.0
Rep Stress Incr YES
WB 0.92
Horz(CT) 0.44 13 n/a
n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix -AS
Weight: 487lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD Structural wood sheathing directly applied.
3-6,6-10: 2x6 SP No.2
BOT CHORD Rigid ceiling directly applied.
BOT CHORD 2x6 SP No.2 `Except'
21-24: 2x6 SP M 26, 8-19: 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
9-21: 2x4 SP No.2
REACTIONS. (size) 13=Mechanical, 2=0-8-0
Max Harz 2=224(LC 11)
Max Uplift 13=-803(LC 12), 2=921(LC 12)
Max Grav 13=1431(LC 1), 2=1505(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4934/3102, 3-4=-8137/5079, 4-5=-10160/6258, 5-6=-11192/6826, 6-7=11193/6827,
7-8=-11641/7115,8-9=-11147/6823,9-10=-4357/2823,10-11=2458/1689,
11-12=-2500/1658, 12-13=2912/1870
BOT CHORD 2-25=2782/4481, 24-25=-2767/4482, 23-24=-4918/8250, 22-23=-6026/10160,
21-22=-6914/11641,8-21=134/330,18-19=-268/445,17-18=-2346/3886,
15-17=-2348/3885, 14-15=-1595/2581, 13-14=-1595/2581
WEBS 3-24=2603/4286, 9-21=4354/7339, 4-23=1164/2009, 5-23=539/399, 5-22=-616/1082,
7-22=471/314, 4-24=886/621, 9-18=-3382/2066, 18-21=-2884/4847, 10-18=-377/706,
11-15=-1187/1921, 10-15=-2339/1547, 12-15=-506/414
NOTES-
1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at D-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-5-7, Exterior(2R) 6-5-7
to 10-5-7, Interior(1) 10.5-7 to 28-10-0, Exterior(2R) 28-10-0 to 32-10-0, Intefior(1) 32-10-0 to 38-8-0 zone;C-C for members and
forces & MWFRS for reactions shown; 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) 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
;or%ihVdcbetvlt=dlge bottom chord and anv other members
,%%.oUIN
J .•'�:C•E N
No 68182
S O F0 O4
�• �C1:
�iA;O N AI, E���,•
Joaquin lez PE N5.68182
Mffek USA, Inc. FL Left 6634
6904:Parke East Blvd. Tam
date: pa FL 33610
May 19,2021
® 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 property incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 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 3/1 WATERSTONE
2742552
Builders FirstSource (Plant Citv_
A015
Fill Plant rit PI _ SiZSR7
Roof Special
1
T24045439
Job Reference (optional)
- . r 11 n r en a iuumnea, nIG. vveu May It' 70:1 U:4:i 2U21 Page 2
NOTES-
ID:hKY1 ep9FiDwfFyJCybTuLLyv927-gGlwUp_f7PgsLzdcMl3SiiKd WuPPjfdicwOA2CzEsIA
9) Refer to girder(s) for truss to truss connections.
10) Bearing atjoint(s) 2 considers parallel to grain value using ANSlrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jcint(s) except (jt=lb) 13=803, 2=921.
12) 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.
® WARNING - Verify 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, note
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANSIMPI1 Quality Criteria, DSB-89 and BCSI Building Component East
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd.
Tampa, FL 36610
Parke
D 26601
Job
Truss
Truss Type
Qty
Ply
LOT 311 WATERSTONE
T24045440
2742552
A02S
Roof Special
1
1
Job Reference o tional
tdungers mrstsource tviant cuy, t-L), vent ury, t-L - s3ab/, d.vsu s Apr zu zuzi Will I eK inaustries, Inc. vveo may is ionu:va zuzn rage i
ID:hKY1ep9FiDwfFyJCybTuLLyv92?-cfsgvVOvXO4abHn_US5wn7PvNi2nBb7?4E1H64zEs1B
.r 1-4-0 6-11-13 8-5-7 13-10-15 19-4-6 23-4-15 27-5-7 8-10- 33-5-12 3 -3 38-8-0
14-0 6-11-13 5-10 5-5-8 5-5-8 40-8 4-0.8 14-9 4-7-12 9- 4-4-11
5x6 =
6.00 12 2x4 4
3
ST1.5x8 STP = 28
27
2
t 2 8:
o ,
5x6 =
3x8 = 2x4 11 5x8 = 5x6 =
9
Scale = 1:71.8
17 16 15 14 13 12
4x8 3.00 12 3x4 II 5x8 = 4x6 = 4x8 = 2x4 II 3x6 =
38-8-0
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TPI2014
CSI.
TC 0.82
BC 0.82
WB 0.79
Matrix -AS
DEFL. in (loc) I/deft L/d
Vert(LL) 1.02 17 >454 240
Vert(CT) -1.24 17 >374 180
Horz(CT) 0.49 11 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 220lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied.
Except:
2-20: 2x6 SP No.2, 18-20: 2x6 SP M 26 10-0-0 oc bracing: 16-18
WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-20
7-18,15-18: 2x4 SP No.2
REACTIONS. (size) 11=Mechanical, 2=0-8-0
Max Horz 2=224(LC 11)
Max Uplift 11=-802(LC 12), 2=920(1_C 12)
Max Grav 11=1433(LC 1). 2=1507(LC 1)
FORCES. (lb) -Max. Camp./Max. Ten. -Ali forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4883/3066, 3-4=-4668/2925, 4-5=-4342/2739, 5-6=-6214/3871, 6-7=-6152/3838,
7-8=-3112/2095, 8-9=-2373/1667, 9-10=-2474/1632, 10-11=-2869/1842
BOT CHORD 2-20=2729/4436, 19-20=-3388/5859, 18-19=-3388/5859, 13-15=-1538/2660,
12-13=-1579/2530, 11-12=-1579/2530
WEBS 3-20=241/376, 4-20=-1163/1919, 5-20=1645/1043, 5-19=0/262, 5-18=-215/433,
7-18=1994/3485, 7-15=-2096/1297, 15-18=-1959/3431, 8-15=365/724, 9-13=-1112/1838,
8-13=1636/1081, 10-13=-472/397
NOTES-
,,,,IIIIII,IIf%��I
I N. I/�F
1) Unbalanced roof live loads have been considered for this design.
�� G E N ✓�
SF�'• �i
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.V\
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-5-7, Exterior(2R) 8-5-7
No 681$2
to 12-5-7, Interior(1) 12-5-7 to 28-10-0, Extedor(2R) 28-10-0 to 32-10-0, Interior(1) 32-10-0 to 38-8-0 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.j •S �f •• (V
•
-5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
�, 4_�;
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
��: T(•�•:AN Q ..�
�j OR Q+'•`
will fit between the bottom chord and any other members.
t`. } i�
• • •" "• • •
�,'
7) Refer to girder(s) for truss to truss connections.
`
QN A
.8) Bearing atjoirl 2 considers parallel to grain value using ANSI/TP1 1 angle to grain formula. Building designer should verify
��
capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
Joaquln Velez PE,No.6$182
11=802, 2=920.
Mrrek USA, InC..FL Cert 6634.
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
6904'Nrk8 East•Bivd. Tampa FL 33610
sheetrock be applied directly to the bottom chord.
Date:.
May 19,2021
A 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 ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Type
A03S I Hip
Qty I Ply I LOT
T24045441
rs FirstSource (Plant City, FL), Plant City, FL - 33567, 20 uto tional
8.430 s Apr 20 2021 MiT MiTek Industries, Inc. Wed May 19 18:10:46 2021 Page 1
7-3J 8-8-0 10-5-7 14-10-13 23-9-6
ID:hKY1 ep9FiDwfFyJCybTuLLyv927-4rQ36rOXIKC RCRMB29c9KKylj6MDw4CBJudrfXzEsl7
1-4-0
1 4-0 7-3-3 4-13 1-9-7 4-5 6 28-2-9 32-4-15 38-8-0
8-10-9 4-5-3 4-2-7 6-3-1
4x8
3.00 F12
5x6 =
5x6 = 2x4 II
4x4 =
5
4 27 28 5 29 6 30 7 8
15 14 13 12 11
4x4 II 3x6 = 2x4 II
5x12 =
Scale = 1:69.2
3x6 =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TP12014
CSI.
TC 0.97
BC 0.93
WB 0.68
Matrix -AS
DEFL. in (loc) Udefl L/d
Vert(LL) 0.73 16-17 >634 240
Vert(CT) -1.02 16-17 >456 180
Horz(CT) 0.46 10 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 208 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 'Except-
BOT CHORD Rigid ceiling directly applied. Except:
2-18,16-18: 2x4 SP No. 1, 6-14: 2x4 SP No.3
10-0-0 oc bracing: 14-16
WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 12-16,
12-16: 2x4 SP No.2
7-12
WEDGE
Left: 2x4 SP No.3
REACTIONS. (size) 10=Mechanical, 2=0-8-0
Max Harz 2=237(LC 11)
Max Uplift 10=-802(LC 12), 2=920(LC 12)
Max Grant 10=1433(LC 1), 2=1507(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4701/2897, 3-4=-4480/2810, 4-5=-3411/2149, 5-6=4259/2661, 6-7=-4197/2648,
7-8=-2136/1484, 8-9=-2377/1568, 9-10=-2759/1735
BOT CHORD 2-18=2533/4236, 17-18=-1787/3381, 16-17=-2222/3988, 11-12=-1433/2425,
10-11=-1433/2425
WEBS 3.18=246/354, 4-17=-309/724, 5-17=820/581, 5-16=108/427, 12-16=-1716/3000,
7-16=765/1490, 7-12=-1483/952, 8-12=473/832, 9-12=-495/424, 4-18=-884/1316
,,�111111111
NOTES-
.,`PQuw
I
��
1) Unbalanced roof live loads have been considered for this design.
��� •_ \•Ci E. N S. ���.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 10-5-7, Exterior(2R) •
No 68182
• •�-*
10-5-7 to 16-1-5, Interior(1) 16-1-5 to 28-2-9, Exterior(2R) 28-2-9 to 33-10-7, Interior(1) 33-10-7 to 38-8-0 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.
S OF
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. oi�Tc�
6) • This truss has been designed for a live load of 20.0psf an the bottom ��j P
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.
` •: ;� f3 1 ���
7) Refer to girder(s) for truss to truss connections.
S�QN
8) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
�111111.1� ,
capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
Joaquin Velez PE Nrj68182
82
Mf[ek-n VeluC:
1 o=9oz, 2=920.
FL'C166tt
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
.6964:1`arke Ease Blvd. Tampa FL 33610
wti
sheetrock be applied directly to the bottom chord.
May 19,2021
® 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 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 chard members only. Additional temporary
OF
and permanent bracing Is always required for stability and to prevent collapse with possible personalinjury and property damage. For general guidance regarding the
fabrication, storage, delivery,
MiTek
erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSO-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 311 WATERSTONE
T24045442
2742552
A04S
Hip
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:10:48 2021 Page 1
ID: hKY1 ep9FiDwfFyJCybTuLLyv927-1 EYpXX2ogxSBSkVZ9afdP110Uv5KOy0RmC6xjPzEs 15
1-4-0 7-3-3 B-B-0 12-5-7 19-4-0 26-2-9 30-0-0 1-4-1 38-8-0
1-4-0 7-3-0 -4-13 3-9-7 6-10-9 6-10-9 3-9-7 1-4-13 7-3-3
5x6 = 3x8 = 5x6 =
4 31 32 5 33 34 6
3x8 i 3.00 12
8-8-0 12-5-7 19-4-0 26-2-9 30-0-0 38-8-0
8-8-0 3-9-7 6. Ng 6-10-9 3-9-7 8-8-0
LOADING (psf)
SPACING-
2-G-0
CSI.
TCLL 20.0
Plate Grip DOL
1.25
TC 0.95
TCDL 7.0
Lumber DOL
1.25
BC 0.76
BCLL 0.0
Rep Stress Incr
YES
WB 0.79
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
*Except*
2-14,8-9: 2x4
SP M 31
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
REACTIONS. (size) 8=Mechanical, 2=0-8-0
Max Horz 2=278(LC 11)
Max Uplift 8=-804(LC 12), 2=-922(LC 12)
Max Grav 8=1429(LC 1), 2=1504(LC 1)
Scale = 1:69.0
4x8 Zz
DEFL. in (loc) I/defl L/d PLATES GRIP
Vert(LL) 0.77 11 >603 240 MT20 244/190
Vert(CT) -0.96 10-11 >485 180
Horz(CT) 0.59 8 n/a n/a
Weight: 209 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied. Except:
4-10-0 oc bracing: 8-9
JOINTS 1 Brace at Jt(s): 9
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4710/2944, 3-4=-4469/2851, 4-5=-2874/1933, 5-6=-2877/1920, 6-7=-4487/2B41,
7-B=-4729/2936
BOT CHORD 2-14=2581/4263, 13-14=-1517/2860, 11-13=-1776/3290, 10-11=-1776/3290,
9-10=1504/2863, 8-9=-2565/4268
WEBS 3-14=3041400, 4-13=-1441490, 5-13=-654/326, 5-11=0/282, 5-10=-651/319,
6-10=134/488, 7-9=-315/406, 4-14=-1070/1739, 6-9=1076/1673
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 12-5-7, Exterior(2R)
12-5-7 to 18-1-5, Interior(1) 18-1-5 to 26-2-9, Exterior(2R) 26-2-9 to 31-10-7, Interior(1) 31-10-7 to 38-8-0 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 2x4 MT20 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) Refer to girder(s) for truss to truss connections.
9) Bearing at joints) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
Capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
8=804, 2=922.
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.
,`%%I I l 11111ii,
,o��,oPQviiv
i
No. 68182
irz
ST OF
Joaquin Velez PE Nd.68182
MiTek USA, Inc. FL bit 8634.
N64:1?arke East Blvd. Tampa FL M610
safe:
May 19,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/7TPN 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 3/1 WATERSTONE
2742552 A05S T24045443
Hip 1 1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:1 O:49 2021 Pape 1
w.nnr ieparluwrryJl:yDIULLyv82'1-VU5Blt3QbFa?3u41jHAsyzacDJQf7TEa?srVFrzEs14
1 4 0 7-3-3 8-8-0 14-5-7 19-4-0 24-2-9 30-0-0 1-4-1 38-B-0
1-4-0 7-3-3 -4-13 5-9-7 4 10-9 4 10-9 5 9-7 4-13 7-3-3
6.00 12 5x6 =
3x4 = 5x6 —
5 30 6 31 327
4x8 :::: 3.00 F12
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 2x6 SP M 26
*Except*
13-15,11-13:
2x6 SP No.2, 10-16: 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=Mechanical
Max Harz 2=319(LC 11)
Max Uplift 2=-922(LC 12), 10=804(LC 12)
Max Grav 2=1735(LC 17), 10=1666(LC 18)
Scale = 1:70.1
4xe
CSI.
DEFL.
in (loc) I/defl L/d PLATES GRIP
TC 0.76
Vert(LL)
0.57 12 >811 240 MT20 244/190
BC 0.82
Vert(CT)
-0.8412-14 >551 180
WB 0.53
Horz(CT)
0.47 10 n/a n/a
Matrix -AS
Weight: 242 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied. Except:
6-2-0 oc bracing: 10-11
WEBS
1 Row at midpt 4-14, 8-12
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5692/2991, 3-4=-5517/2940, 4-5=-3280/1844, 5-6=-2937/1755, 6-7=-2847/1742,
7-8=-3181/1836, 8-9=5311/2931, 9-10=-5489/2991
BOT CHORD 2-15=2626/5402, 14-15=-2344/4943, 12-14=-1401/3048, 11-12=-2324/4541,
10-11=-2610/4989
WEBS 4-15=675/1594, 4-14=-2089/1168, 5-14=-504/1162, 6-14=-338/239, 6-12=336/241,
7-12=501/1173,8-12=-1992/1172,8-11=-724/1512
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-5-7, Exterior(2R)
14-5-7 to 20-1-5, Interior(1) 20-1-5 to 24-2-9, Exterior(2R) 24-2-9 to 29-9-5, Interior(1) 29-9-5 to 38-8-0 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 2x4 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
8) Refer to girder(s) for truss to truss connections.
9) Bearing at joint(s) 2 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 at=lb)
2=922, 10=804.
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 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. AddHional temporary and permanent bracing
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSI/TP/1 quality Criteria, DSB-89 and BCS/ Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Pp �.otvini 1.VF�,�.
N0 6.818,2 '
*.e
_ 'S TA Of '•�
Joaquin Velez PE No.68182
Maek USA, Inc. FL Cert 6634,
.6904:Parke East Blvd. Tampa FL 33610
bate:
May 19,2021
MiTek'
6904 Parke Fast Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
LOT 311 WATERSTONE
T24045444
2742552
A06S
Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:10:51 2021 Page 1
ID:hKY1ep9FiDwfFyJCybTuLLyv92?-RpDy9Y4g7sgjJCE8giCK1OfuX72zbJttSAKbKkzEs12
1N1-4-0 7-311 8-8-0 16-5-7 22-2-9 30.0-0 1-4-1 38-8-0
7-3-0 -4-13 7-9-7 5-9-2 7-9-7 -4-13 7-3-3
6.00 12
4x8 ::: 3.00 F12
5x6 =
6x8 =
22-2-9 30-0-0
Scale=1:70.7
5x8 ZZ
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TPI2014
CS1.
TC 0.97
BC 0.96
WB 0.78
Matrix -AS
DEFL. in (loc) Vdefl Lid
Vert(LL) 0.73 10-11 >635 240
Vert(CT) -0.98 10-11 >471 180
Horz(CT) 0.62 9 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 215 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied.
1-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied.
Except:
BOT CHORD 2x4 SP No.1 'Except' 2-2-0 oc bracing: 9-10
14-15: 2x4 SP No.2 WEBS 1 Row at midpt 4-12.
6-12, 7-11
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3 , Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=Mechanical
Max Horz 2=360(LC 11)
Max Uplift 2=-922(LC 12), 9=-804(LC 12)
Max Grav 2=1504(LC 1), 9=1429(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=4690/2882,3-4=-4548/2895,4-5=-2525/1658, 5-6=-2194/1617,6-7=-2533/1652,
7-8=4565/2883,8-9=4713/2897
BOT CHORD 2-13=2522/4346, 12-13=-2464/4258, 11-12=-1060/2193, 10-11=-2435/4177,
9-10=2509/4249
WEBS 4-13=481/1155, 4-12=-2226/1450, 5-12=-342/728, 6-12=-271/276; 6-11=-332/730,
lit
7-11=2084/1441, 7-10=-561/1113
`OPavIN'
NOTES-
�� , p E`N �' ♦i .• �, S''•
1) Unbalanced roof live loads have been considered for this design.
� ." V F•'.•.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
18
: NO68.1
•:
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 16-5-7, Exterior(2E)
16-5-7 to 22-2-9, Exterior(21R) 22-2-9 to 27-10-7, Interior(1) 27-10-7 to 38-8-0 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 �p
to the use of this truss component. i ST Of �'�
"4) Provide adequate drainage to prevent water ponding.
.
. 0 (V -
5) All plates are 2x4 MT20 unless otherwise indicated.
♦♦.;<\ .Al
♦it` 0
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) `This has
R. G�,��
SSA • • • •
%'
truss been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
fit between
``
�j
A
will the bottom chord and any other members.
�0N
,,����
8) Refer to girder(s) for truss to truss connections.
9) Bearing at joint(s) 2 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify
Joaqulfi Velez PE Nd.68182
capacity of bearing surface.
MiTek USA',.Inc. FL Cert 6634
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
NkParke East'QIA Tampa FL 33610
2=922, 9=804.
Date:
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
Mav 19,2021
sheetrock be applied directly to the bottom chord
A WARNING - Verily 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 verity the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB-99 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 City Ply LOT 3/1 WATERSTONE
2742552 qp7 T24045445
Hip 1 1
__]
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries; Inc. Wed May 19 18:10:53 2021 Pace 1
u.0Hurun4Uve9 r NKi sxoNemzyuULtd-N euaE6wfU4RYWOXy7Eo6pllZwnu39HAwTpiOdzEs10
1-4-0 7-1-0 8-8-0 13-3-1 18-5-7 20-2-9 25-4-15 30-0-0 31.7-0 38-8-0 0-0
1-4-0 7-1-0 1-7-0 4-7-1 5-2-6 1-9-2 5-2-6 4-7-1 1-7-0 7-1-0 1-40
6.00 F12
d
4x8
3.00 12
B-8-0
5x6 =
5x8 =
4x8
Scale = 1:71.2
v
cs
21 14N
6
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020ITP12014
CSI.
TC 0.68
BC 0.80
WB 0.98
Matrix -AS
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) I/defl L/d
0.66 13-14 >703 240
-0.88 13-14 >528 180
0.50 11 n/a n/a
PLATES GRIP
MT20 2441190
Weight:241 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x6 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 5-15
REACTIONS. (size) 2=0-8-0, 11=Mechanical
Max Horz 2=408(LC11)
Max Uplift 2=-920(LC 12), 11=920(LC 12)
Max Grav 2=1503(LC 1). 11=1503(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4882/2791, 3-4=-4659/2679, 4-5=-4650/2750, 5-6=-2240/1461, 6-7=1955/1379,
7-8=-2230/1449, 8-9=-4654/2784, 9-10=-4664/2714, 10-11=488812825
BOT CHORD 2-17=2369/4620, 15-17=-1310/2745, 14-15=-741/1943, 13-14=-1354/2701,
11-13=-2433/4442
WEBS 3-17=258/293, 5-17=-1070/2159, 5-15=1105/806, 6-15=-478/793, 7-14=-444/767,
8-14=10461819, 8-13=-1094/2033, 10-13=-265/292, 7-15=-224/279
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
,,��I - 1 . �/���I�
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 18-5-7, Exterior(2E)
18-5-7 to 20-2-9, Exterior(2R) 20-2-9 to 25-10-7, Interior(1) 25-10-7 to 40-0-0
,.�`OPQU 11 N
zone;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
�-
J C E�IV 3
S4.
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
No .6 $182 0
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) Bearing
�;.
S O F • �U
• ��
at joint(s) 2 considers parallel to grain value using ANSI1TP1 1 angle to grain formula. Building designer should verify
capacity of bearing
�Oi • , �• P: •N
ij,
surface.
9) Provide mechanical connection
,O R� Q
��
(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at=lb)
•S ��
2=920, 11=920.
10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
/DNA
I����111i.lfll�,
sheetrock be applied directly to the bottom chord.
Joaquin.Velez PE N6.68182
MiTek USA, Inc. FL Cert 66M
.6904:Parke East:Bivd. Tampa FL 33610
Date;
May 19,2021
® 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 cmembers only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
p A1Tel�•
MVf♦hord
IC
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 qualify Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Parke
6904 Parke East Blvd.
East
Tampa,
Job
Truss
Truss Type
Qty
Ply
LOT 311 WATERSTONE
T24045446
2742552
A09
Roof Special
9
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:10:54 2021 Page 1
ID:6gDIOH2OVegl Nkl sxoNemzyuULB-rOv4oa7YQnCIAfzjWrll fOHSJK54ofnJ87ZGX3ZE51?
++ r1-4-0 6-1-14 8-8-0 13-1-12 19-4-0 25-64 3%0-0 , 32-6-2 38-8-0 AO-O-
12-6-2 4-5-12 6-2-4 4-5.12 2-6-2 6-1-14 1-4-0
5x6 =
Scale = 1:70.4
4x8 11 axe 11
5xe ZZ
4x12 3.00 12
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 FBC2020ITP12014
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x6 SP No.2
WEBS
2x4 SP No.3
WEDGE
Left: 2x4 SP No.3 , Right: 2x4 SP No.3
REACTIONS.
(size) 2=0-8-0, 10=0-8-0
Max Horz 2=425(LC 11)
Max Uplift 2=920(LC 12), 10=920(LC 12)
Max Grav 2=1723(LC 17), 10=1723(LC 18)
38-8-0
CSI.
DEFL. in (loc) I/deft L/d
PLATES GRIP
TC 0.74
Vert(LL) 0.63 15-16 >741 240
MT20 2441190
BC 0.93
Vert(CT) -0.87 15-16 >531 180
WB 0.83
Horz(CT) 0.52 10 n/a n/a
Matrix -AS
Weight: 236 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=-5814/2847, 3-4=-555612678, 4-5=-5571/2794, 5-6=-2890/1679, 6-7=-2825/1672,
7-8=-5247/2783,8-9=-5238/2679,9-10=-5497/2858
BOT CHORD 2-16=2432/5647, 15-16=-1344/3401, 13-15=-696/2202, 12-13=1368/3026,
10-12=-246515029
WEBS 6-13=614/1320, 7-13=-1139/780, 7-12=1086/2370, 6-15=-610/1380, 5-15=1205/776,
5-16=1094/2569, 3-16=-275/281, 9-12=285/280
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2R)
19-4-0 to 23-4-0, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb)
2=920, 10=920.
• 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.
,ttIlUIIfill,
%% . PQv N V E<,��4*
.: J� a✓ E IN
No 68182.
S T_r OF
•
IIt,.
Joaquin Velez PE Nq.681.82
MiTek USA, Inc. FL Cert6634,
6904 Parke EastBlvd. Tampa FL 33610
Uafe
May 19,2021
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 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
2742552
Type
ROOF SPECIAL
Qty I Ply I LOT
T24045447
ource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021VMiTek Industries, Inc. Wed May 19 18:10:55 2021 Page 1
ID:6gDIOH2OVegl NklsxoNemzyuULB-JaTS?w7BB5K9npYv3YHGBEgfdkQlX5zTNnIpTVzEsI_
19-8-0
1-4-0 6-1-14 8-&0 13-1-12 19-0.0 1 22-4.9 25-6.4 3.1 0 32-&2 38-&0 0-0.0
1-4-0 6-1-14 2-&2 4.5-12 5-10.4 0.4- 2•&9 3.1-11 4•&12 2-6.2 6-1-14 1.40
0-4-0
Scale = 1:73.2
6x8 -
6.00 F12
4x12 ::� 3.00 12 Sx8
4x8 //
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TP12014
CSI.
TC 0.58
BC 0.97
WB 0.84
Matrix -MS
DEFL. in (loc) Well L/d
Vert(LL) 0.57 12-13 >813 240
Vert(CT) -0.81 15-16 >576 180
Horz(CT) 0.49 10 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 235lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins.
1-4,8-11: 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3 , Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=-422(LC 10)
Max Uplift 2=-920(LC 12), 10=920(LC 12)
Max Grav 2=1724(LC 17). 10=1724(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5837/2866, 3-4=-5578/2699, 4-5=-5587/2802, 5-6=-2894/1679, 6-7=-2828/1672,
7-8=-5262/2795, 8-9=-5259/2701, 9-10=5515/2878
BOT CHORD 2-16=2450/5660, 15-16=-1349/3403, 13-15=-704/2219, 12-13=1376/3029,
10-12=-2485/5047
WEBS 6-13=607/1300, 7-13=-11181778, 7-12=1094/2378, 6-15=-604/1359, 5-15=-1183/775,
5-16=1100/2578, 3-16=-261/265, 9-12=-272/265
NOTES-
1) Unbalanced live
,,,,QV I N
roof loads have been considered for this design.
v� QP "I
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
♦♦ , `• �Ci E•N S ��
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-40 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2R)
19-4-0 to 23-4-0, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 S.
No. 68182
plate grip DOL=1.60
*..�
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has
been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0 S OF
will fit between the bottom 0
•�,♦
chord and any other members, with BCDL = 10.0psf. .10
6) Bearing
, Q.,4 r
at joints) 2, 10 considers parallel to grain value using ANSIliPI 1 angle to grain formula. Building designer should verify
capacity of bearing
�j�``•.4 R 1
surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10'0 lb uplift at joint(s) except Qt=1b)
s
�'S�O N Ai `,��`
2=920, 10=920.
1
Joaljuin Velez PE No:68182
Mfl'ek'USA, Inc. FL Cert 6634.
.8904:Parke Fast Blvd. Tampa FL 33610
�atli
May 19,2021
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
OF
parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the
MiTek
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIf quality Criteria, DSB-89 and BCS1 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 3/1 WATERSTONE
T24045448
2742552
A11
Hip Truss
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:10:57 2021 Page 1
ID:20VQZH In97x9G5M9NmJalQZ3Stx-GzbDQc9Riiatl7hlBzJkHfvxIX9U??Nmg5nwXOzEsHy
r1-4-0, 6-11-13 8-8-0 12-3-11 17-0-0 21-8-0 26-45 30-0-0 38-8-0 AO-O-q
l-4-0 6-11-13 1-8-3 3-7-11 4-8-5 4-8-0 4-8-5 3-7-11 8-8-0 1-4-0
Scale=1:73.2
5x8 =
6.00 12
5x6 =
4x8 ::: 4x8
3.00 F12
8-8-0 17-0-0
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TP12014
CSI.
TC 0.89
BC 0.83
WB 0.84
Matrix -AS
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (Iec) Vdefl Ud
0.57 14-15 >807 240
-0.76 14-15 >607 180
0.46 9 n/a n/a
PLATES GRIP
MT20 2441190
Weight: 228lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied.
1-3,8-10: 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=0-8-0
Max Horz 2=378(LC 11)
Max Uplift 2=-920(LC 12), 9=-920(LC 12)
Max Grav 2=1503(LC 1), 9=1503(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4795/2773, 3-4=-4746/2972, 4-5=-2418/1596, 5-6=-2130/1527, 6-7=-2421/1609,
7-8=-4745/3003, B-9=-4794/2804
BOT CHORD 2-15=2328/4481, 14-15=-1476/2927, 12-14=-904/2127, 11-12=-1525/2892,
9-11=2389/4342
WEBS 3-15=3491405, 5-14=-435/856, 6-12=429/809, 8-11=355/405, 4-15=1170/2126,
4-14=1113/785, 7-12=-1041/791, 7-11=-1187/1979
NOTES-
Unbalanced roof live en igustdVasd for =124m design.
S
`,tIIIII11111i�,
QV I N
2) Wind: ASCE 7-16; Vu ta160mvh second TCDL=4.2 sf; BCDL=6.0 sf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
P( gust) P P P
�5
♦' P` Imo,
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(l) 2-8-0 to 17-0-0, Exterior(2E)
�V ,,%G E N''•.
�v
17-0-0 to 21-8-0; Exterior(2R) 21-8-0 to 27-3-14, Interior(1) 27-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
a No. 68182
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
.5 ST.� F .��
will fit between the bottom chord and any other members.
7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
i . /�•%
-10 T � . � Q, .• _ ��
N
capacity of bearing surface.
;j '• F;, �.•• i�
8) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) except at=lb)
�J#I >`,
plate
2=920, 9=920.
• 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.
Joaquin Velez PE Nd.68182
Mffek USA, Inc. FL Cert 6634
,6904 Parke East Blvd. Tampa FL 33610
Date:
May 19,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19l2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 Waldod, MD 20601 Tampa, FL 36610
Job Truss Truss Type Qty Ply LOT 3/1 WATERSTONE
2742552 Al2 Hip Truss 1 1 T24045449
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:10:58 2021 Page 1
Uawrarvmudiuzaarx-KaaDayHJ l ulxeHGUlggzpsS7GxSjkX8v31XT3gzEsHx 1-4-0 7-3-0 8-8-0 15-0-0 23-8-0 30-0-0 1-4-1 38-8-0 0-0 1-4-0 7-3-0 -4-14 6-4-0 8-8-0 6-4-0 -4-14 7-3-3 1-4-0
Scale = 1:73.2
6.00 12
5x6 =
3x4 = Sx6 =
256 26 7
27
5x8 :—� 3.00 F12 5x8
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL
DEFL.
in (Icc) I/defl L/d PLATES GRIP
20.0 Plate Grip DOL 1.25 TC 0.81
TCDL 7.0 Lumber DOL 1.25
Vert(LL)
0.59 12-13 >786 240 MT20 244/190
BC 0.95
BCLL 0.0 Rep Stress Incr YES WB 0.55
Vert(CT)
Horz(CT)
-0.86 13-15 >542 180
0.52 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix -AS
Weight: 225 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 4-15, 8-13
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=337(LC 11)
Max Uplift 2=-920(LC 12), 10=920(LC 12)
Max Grav 2=1734(LC 17), 10=1733(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5729/2900, 3-4=-5560/2861, 4-5=-3218/1771, 5-6=-2814/1671, 6-7=-2722/1689,
7-8=-3064/1762, 8-9=5304/2891, 9-1O=5476/2932
BOT CHORD 2-16=2465/5463, 15-16=-2243/5079, 13-15=-1223/2936, 12-13=-2298/4600,
10-12=-2526/4972
WEBS 4-16=617/1604, 4-15=-2255/1208, 5-15=-485/1131, 7-13=-426/1106, 8-13=-2159/1233,
8-12=623/1508, 6-15=-320/221, 6-13=-284/198
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
t%J11111117)1i
*0 Ij'
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) ,
15-0-0
P(�V I N V
to 20-7-14, Interior(1) 20-7-14 to 23-8-0, Exterior(2R) 23-8-0 to 29-3-14, Interior(1) 29-3-14 to 40-0-0 zone;C-C for members
forces
,`�?,
F J ,.. G•E�N'�' ��
and & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
�� •.•�\� S�•.� .
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
NO 68182
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
'
6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom
chord and any other members, with BCDL = 10.Opsf.
7) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
�•
=0 :� OF
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
2=920, 10=920.
''�, , . C Q.P
��`; s „ . R' �G�,��
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.
Joagatri.Velez PE'Nd,66162
MiTek-0SA, Inc. FL Celt 6634
6904 Parke East Blvd. Tampa FL W610
Date:
May 19,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473
rev. 5/IM020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
MiTek•
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DS8-e9 and BCS/ Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
6904 Parke East East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qly
Ply
LOT 311 WATERSTONE
T24045450
2742552
A13
Hip Truss
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:00 2021 Page 1
ID:20VQZH In97x9G5M9NmJalQz3Stx-gYGL2dBJ?dzRuaQts5sRuHXSMIAQC LUCX3Oa7jzEsHv
r1-4-01 8-8-0 13-0-0 19-4-0 25-8-0 30-0-0 38-8-0 40-0-Q
1-4-0 8-8-0 4-4-0 6-4-0 6-4-0 4-411 B-8-0 1-4-0
d
4x8
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
6.00 12 5x8 i
3.00 F12
SPACING-
2-0-0
Plate Grip DOL
1.25
Lumber DOL
1.25
Rep Stress Incr
YES
Code FBC2020ITP12014
LUMBER -
TOP CHORD
2x4 SP No.2 *Except*
1-3,7-9: 2x4 SP No.1
BOT CHORD
2x6 SP No.2
WEBS
2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 8=0-8-0
Max Horz 2=295(LC 10)
Max Uplift 2=-920(LC 12), 8=-920(LC 12)
Max Grav 2=1503(LC 1), 8=1503(LC 1)
22
2x4 II
235 24
25
5x8
4x8 Zz
Scale=1:73.2
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TC 0.83
Vert(LL)
0.64 11 >722 240
MT20 244/190
BC 0.81
Vert(CT) -0.87 10-11 >535 180
WB 0.95
Horz(CT)
0.48 8 n/a n/a
Matrix -AS
Weight: 210 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=-4813/2822, 3-4=-4763/3042, 4-5=-3182/2048, 5-6=-3182/2048, 6-7=-4763/3074,
7-8=-481312854
BOT CHORD 2-13=2376/4397, 11-13=-136512733, 10-11 =-1 392/2733, 8-10=2438/4362
WEBS 3-13=376/481, 4-13=-1338/2243, 4-11=257/703, 5-11=374/409, 6-11=-256/703,
6-10=1357/2120.7-10=-379/481
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R)
13-0-0 to 18-7-14, interior(1) 18-7-14 to 25-8-0, Extedor(2R) 25-8-0 to 31-3-14, Interior(1) 31-3-14 to 40-0-0 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.
17) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=920, 8=920.
,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.
,,,,�IIIIIIIff.I���I
vOP4v IN
.��
.�, �i
No 681,82
.D : t _
9 • ST OF
i O <(/
.41
hL111J�1
Joaquin Velez PE Nti.66182
Mrrek USA; Inc.. FL Cert 6634.
6964 Parke East Blvd. Tampa FL 3361.0
Qafe;
May 19,2021
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I792020 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 ANSI/TP11 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 3/1 WATERSTONE
2742552 A14 Hip Truss 1 1 T24045451
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference o tional
8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:02 2021 Page 1
ID:20VQZHln97x9G5M9NmJalQz3Stx-cwO6TJDaXFD97uaF_Ww icoDYsOgFg\ NVhCbzEsHt
1-4-0 B-8-0 11-0-0 19-4-0 27-8-0 30-0-0 38-8-0 0-0 1-4-0 8-8-0 2-4-0 8-4-0 8-4-0 2-4 0 8-8-0 1-4-0
6x8 =
7x8 =
')„e 11 4 22 23 5 24 25 a 6x8 =
Scale = 1:71.7
4x8 3.00 F12
4x8 zZ
38-8-0
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TPI2014
CSI.
TC 0.87
BC 0.80
WB 0.90
Matrix -AS
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) Vdefl Lid
0.66 11 >703 240
-0.87 10-11 >536 180
0.47 8 n/a n/a
PLATES GRIP
MT20 2441190
Weight: 220lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1 *Except*
TOP CHORD
Structural wood sheathing directly applied.
4-5,5-6: 2x6 SP No.2
BOT CHORD 2x6 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 8=0-8-0
Max Horz 2=-254(LC 10)
Max Uplift 2=920(LC 12), 8=-920(LC 12)
Max Grav 2=1503(LC 1), 8=1503(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4822/2804, 3-4=-4756/3053, 4-5=-4211/2614, 5-6=-4211/2614,6-7=-4756/3084,
7-8=-4822/2836
BOT CHORD 2-13=2354/4369, 11-13=-1670/3243, 10-11=-1692/3243, 8-10=-2415/4369
WEBS 3-13=325/480, 4-13=-1172/1881, 4-11=579/1199, 5-11=-555/580, 6-11=-578/1199,
6-10=1188/1785, 7-10=-331/479
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R)
0 V I�,
�% - CLU IN �
11-0-0 to 16-7-14, Interior(1) 16-7-14 to 27-8-0, Exterior(21R) 27-8-0 to 33-3-14, Interior(1) 33-3-14 to 40-0-0 zone;C-C'for members
and forces & MWFRS for reactions shown; Lumber DOL=1.60
�• F'
\ C'•E•N S' •, .0
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.
NO 68182
*
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing
•
atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
:� S F
8) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at hints except t-Ib
2=920, 8=920. g P 1 O P G- )
,� �n•�'C P'�• `
�i�``s '•, .� R;• G\,��
9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly
to the bottom chord.
ito
Joaquin.Uelez PE N6'.68182
M[Tek'USA, Inc. FL Cert 66M
6904!Parke East Blvd. Tampa FL 33610
Dkd
Mav 19.2021
®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 ue
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek•
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS111 Pli Quality Criteria, DSB-89 and BCS/ 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 311 WATERSTONE
T24045452
2742552
A15
Hip Truss
1
1
Job Reference (optional)
Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:03 2021 Page 1
ID:20VQZHIn97x9G5M9NmJaIQz3Stx-47yUhfDCIYLO129SXEQ8Ww9 ?yAzPIseD1EEk1zEsHs
r1-4-Q 6-2-7 9-0-0 NOW
22-9-5 29-8-0 32-5-9 38-8-0 AO-O-Q
1 4-0 6 2-7 2-9-9 6-10-11 6-10-11 6 10-11 2-9-9 6-2-7 1 4-0
7x8 =
6.00 12
44 =
26 27 5 28
4x6 =
3x8 3.00 F12
6-2-7 8-8-0 15-10-11 ,
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 *Except*
4-6,6-7: 2x6 SP No.2
BOT CHORD 2x6 SP No.2 *Except*
2-16,9-12:2x4 SP M 31
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3 , Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=0-8-0
Max Horz 2=212(LC 11)
Max Uplift 2=920(LC 12), 9=-920(LC 12)
Max Grav 2=1503(LC 1), 9=1503(LC 1)
Scale=1:71.7
7x8 = 7x8 =
6 29 30 31 7
3x4
8 c?
0
ST1.5x8 STP = cL
32 33
13
12 d
11 910 � N
1xl2 = 7x8 = 2x4 I I IT
3x8
CSI.
DEFL.,
in (loc) I/defl Ud
PLATES GRIP
TC 0.81
Vert(LL)
0.99 13-15 >468 240
MT20 244/190
BC 0.95
Vert(CT) -1.24
13-15 >374 180
WB 0.71
Horz(CT)
0.62 9 n/a n/a
Matrix -AS
Weight: 220 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 4-15,
7-13
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4653/2760, 3-4=-4575/2722, 4-5=-5609/3407, 5-6=-5605/3369, 6-7=-5607/3372,
7-8=-4575/2746, 8-9=-4653/2788
BOT CHORD 2-17=2340/4185, 16-17=-2357/4223, 15-16=-2061/3939, 13-15=-3060/5607,
12-13=-2080/3939, 11-12=2415/4223, 9-11=-2397/4185
WEBS 4-16=628/1192, 4-15=-1061/1874, 5-15=-462/436, 6-13=-422/445, 7-13=-1051/1871,
7-12=642/1182
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0
to 14-7-14, Interior(1) 14-7-14 to 29-8-0, Exterior(2R) 29-8-0 to 35-3-14, Interior(1) 35-3-14 to 40-0-0 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing atjoint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=920, 9=920.
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.
lllfjj�I't
%,,J�PaG
.�� ate\ SF.• ��
i
No .68182,
r �
a.
ST. OF '41
R
Ak-
1111,_
Joaquin Velez PE Nd.68182
MiTek'USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Dater
May 19,2021
®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 chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Truss Type
Qty I Ply I LOT 3/1
2742552 1
A16 HIP TRUSS T24045453
' 1 3
Builders FirstSource (Plant City FL) Plant City, FL 33567, Job Reference (optional)
8.430 s Apr 20 2021 MrTek Industries, Inc. Wed May 19 18:11:04 2021 Page 1
ID:20VQZHln97x9G5M9NmJalQz3Stx-ZJWsu?Eg3sTtNCke5xxN37iDdMbD8DtoRh oGUzEsHr
-14 0 5-4-10 7-0-0 13.3-0 33-5.7
19-4-0 25.5-0 31-3-8 31 -0 38-8-0
1-40 5-4-10 6-3-0 6.1-0 6-1-0 5-10-8 0-4-8 9 1-40
1 9 7 Scale = 1:71.5
6x8 =
M
O
ST1.5x8 STP =
3.00 12
7-4-8
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
NO
BCDL 10.0
Code FBC2020/TP12014
LUMBER -
TOP CHORD 2x6 SP No.2 *Except*
7-10: 2x4 SP No.2
BOT CHORD 2x6 SP No.2 *Except*
13-15,11-13: 2x8 SP 240OF 2.0E
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 9=0-8-0
Max Horz 1=166(1_(36)
Max Uplift 1=-1998(LC 8), 9=-2128(LC 8)
Max Grav 1=3502(LC 13), 9=3557(LC 14)
6.00 F12 7x8 = 4x4 = 7x8 =
2x4 :Z: 3 4 16 5 617 1A 10x12 _-2x4
�
ST1.5x8 STP =
5x6
CSI.
DEFL, in
(]cc) Udefl Ud
PLATES GRIP
TC , 0.56
Vert(LL) 1.08
13 >418 240
MT20 244/190
BC 0.56
Vert(CT) -1.12
13 >405 180
WB 0.66
Horz(CT) 0.42
9 fire n/a
Matrix-S
Weight: 746 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-11-8 cc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-12383/6993, 2-3=-13154/7412, 3-4=-17854/10336, 4-5=17854/10336,
5-6=-20317/11838, 6-7=-18136/10550, 7-8=-12893/7285, 8-9=12540/7085
BOT CHORD 1-15=6230/11414, 14-15=6898/12826, 13-14=11601/20405, 12-13=10387/18313,
11-12=-6742/12418, 9-11=6330/11484
WEBS 3-15=1816/3712, 4-14=-748/793, 5-13=166/394, 6-13=-1263/2159, 6-12=1554/1266,
7-11=1852/3766,2-15=-737/1358,8-11=-455/868,3-14=-3275/5431,5-14=2719/1600,
7-12=3659/6007
NOTES-
1) 3-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x4 - 1 row at 0-9-0 cc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x8 - 2 rows staggered at 0-9-0 cc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 cc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=5ft; Cat.
Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Bearing atjoint(s) 1, 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 (jt=lb)
1=1998, 9=2128.
,,,,�11111111'/I��I
���oPQviiv. vF� 'f.,:
N.0 681'82
►'U
.�
S OF ��U:
0 ':
IE��`'
Joaquln Velez PE Nt%68182
MITek'USA; Inc. FL Cert 8634.
,6964 Pazke EasOlvd. Tampa FL 33610
Date-
Od Wilidd fEp end with 7-0-0 end setback. ivwy I a,000I
A WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 property incorporate this design Into the overall
rary and permanent bracing
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional tempo
MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS!/7Pi1 Quality Criteria, DSB-89 and SCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 3/1 WATERSTONE
T24045453
2742552
A16
HIP TRUSS
1
q
J
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:05 2021 Page 2
ID:20VQZH In97x9G5M9NmJalQZ3Stx-1 V4ESLFSgAbk_MJgffScbLEONmxStg7xgLjLpwzEsHq
NOTES-
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at 31-8-0, and 802 lb down and 391 lb up
at 7-0-0 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: 1-3=-54, 3-7=-112(F=-58), 7-10=-54, 1-19=-20, 15-19=42(1`=-22), 11-15=-42(F=-22), 11-20=-42(F=-22), 9-20=20
Concentrated Loads (lb)
Vert: 19=475(F) 20=475(F)
A WARNING - Vedry 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Truss Truss
Ply I LOT 3/1
2742552 IB01 p IHi Girder T24045454
1 1
Builders FirstSource (Plant City FL) Plant Clty FL 33567, Job Reference (optional)
8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:06 2021 Page 1
ID:20VQZHln97x9G5M9NmJalQz3Stx-ViddJhG4bTjbcVu1 DMzr8YnckAJdcG04v?TuLMzEsHp
_1'4_0 5-0-0 7 8-0
1-4-0 5_0-0 12-8-0 14-0-0
2-e-0 5-0-0
1-4-0
Scale = 1:25.0
4x4 =
4x4 =
3X4
3x4 =
u u u 7-8-0 1 - 8-0
2-8-0 5--0--00
LOADING (psi)
TCLL 20.0
SPACING- 2-0-0
Plate Grip DOL 1.25
CSI.
TC 0.33
DEFL. in (loc) Udefl Ud
Vert(LL) 0.06 8-11 >999
PLATES GRIP
TCDL 7.0
BCLL 0.0
Lumber DOL 1.25
BC 0.44
240
Vert(CT) -0.08 8-11 >999 180
MT20 244/190
BCDL 10.0
Rep Stress Incr NO
Code FBC2020ITP12014
WB 0.11
Matrix -MS
Horz(CT) 0.02 5 n/a n/a
Weight: 51 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or 8-1-8 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 5=0-8-0
Max Horz 2=131(LC 7)
Max Uplift 2=-516(LC 8), 5=-516(LC 8)
Max Grav 2=836(LC 1), 5=836(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1335/657, 3-4=-1157/640, 4-5=-1335/657
BOT CHORD 2-8=-487/1145, 7-8=-479/1157, 5-7=-483/1145
WEBS 3-8=0/290, 4-7=0/290
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=25ft; B=45ft; L=40ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This
truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This floss has been
% QV N
P..;.::,..
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
�� � ` ♦♦
E N
chord and an other members.
7)
G
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
•
2=516, 5=516. No
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 334 lb up at
.6818.2
>Ar ; *.
5.0-0, and 61 lb down and 146 lb up at 6-4-0, and 195 lb down and 334 lb up at 7-8-0 on top chord, and 116 lb down at 5-0-0, and =
47 lb dawn at 6-4-0, and 116 Ib down at 7-7-4 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). i 0 '. S OF �41J
'♦�j
LOAD CASE(S) Standard
Q Q:�• ��`
1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
��
Uniform Loads (plfj
Vert: 1-3=-54, 3-4=54, 4-6=-54, 9-12=-20
������
Concentrated Loads (lb)
Vert: 3=-148(F) 4=-148(F) 8=98(F) 7=-98(F) 15=61(F) 16=-38(F)
Joaquin Velez PE Nq.681,82
MUM USA; Inc: FL
:6904:Parke East Blvd. Tampa FL 33610
Da(e:
Mav 19.2021
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, note
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII quality Criteria, DSB-89and 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
City
Ply
LOT 311 WATERSTONE
T24045455
2742552
B02
Common
2
1
Job Reference 0 tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:06 2021 Page 1
ID:20VQZHln97x9G5M9NmJalQz3Stx-ViddJhG4bTjbcVul DMzreYnY6AIbcG34v?TuLMzEsHp
1 4 0 6-4-0 12-8-0 _ _ _ _ 14-0-0
1 4-0 6-4-0 6-4-0 1 4-0
Scale = 1:24.7
4x8 =
Im
0
3x4 = 3x4 =
6-4-0
12-8-0
6-4-0
6-4-0
Plate Offsets (X,Y)-- [2:0-1-4,0-0-2)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) Udefl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.62
Vert(LL) 0.08
6-12 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.50
Vert(CT) -0.08
6-9 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.11
Horz(CT) 0.01
4 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 49lb 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, 4=0-8-0
Max Harz 2=-158(LC 10)
Max Uplift 2=-378(LC 12), 4=-378(LC 12)
Max Grav 2=541(LC 1). 4=541(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or
less except when shown.
TOP CHORD 2-3=-656/817, 3-4=656/818
BOT CHORD 2-6=-456/532, 4-6=456/532
WEBS 3-6=-44/282
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 6-4-0, Comer(3R) 6-4-0
to 10-4-0, Exterior(2N) 10-4-0 to 14-0-0 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
,���
,��� vIN V
Q.Q •
�� •
to the use of this truss component.�'.•'
live loads.
SF•'.� �i.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other
%` ��
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
NO 68182'
•:"�
will fit between the bottom chord and any other members.
6) Provide truss to bearing 100 lb
* :•
mechanical connection (by others) of plate capable of withstanding uplift at joint(s) except Qt=lb)
2=378, 4=378.
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'p.
sheetrock be applied directly to the bottom chord.
.?� '. ST OF 411
,XN•
nn
Joaquin' Velez PE No.68182
MtTek'USA, Inc. FL Cent 6634
6904:Parke East Blvd. Tampa, FL 33610
Date:
May 19,2021
® 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 ANSffFl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 3/1 WATERSTONE
2742552
B04
Common
g
1
T24045456
Builders FirstSource (Plant City.
FLl plant , p1 _ R
�SF7
Job Reference optional)
- - o. u s Apr 20 202 i MI I eK maustnes, Inc. Wed May 1918:11:07 2021 Page 1
0 6-4-0 1'4ID:20V QZHln97x9G5M9NmJalQz3Stx-zuB?W1 HiMnrSEfSDm3U4hlKj 1 Ze2LjNEBfCSIpzEs Ho
_'
1-4 0 6-4-0 12-4-0
6.0-0
5x6 =
3x4 =
6-4-0
6-4-0
Plate Offsets (X Y)--
14:0-0-0 0-1-21
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL 1.25
TC 0.61
Vert(LL)
0.08 5-11
>999
240
TCDL 7.0
Lumber DOL 1.25
BC 0.49
Vert(CT)
-0.09 5-11
>999
180
BCLL 0.0
Rep Stress Incr YES
WB 0.10
Horz(CT)
0.01 4
n/a
n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix -AS
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
REACTIONS.
(size) 4=0-4-0, 2=0-8-0
Max Horz 2=148(LC 11)
Max Uplift 4=250(LC 12), 2=-378(LC 12)
Max Grav 4=452(LC 1), 2=532(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-630/694, 34=634/724
BOT CHORD 2-5=485/508, 4-5=485/508
WEBS 3-5=-23/270
Scale: 12"=1'
4x4 =
PLATES GRIP
MT20 244/190
Weight: 46 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 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=25ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-4-0, Exterior(2R) 6-4-0
to 10-4-0, Interior(1) 10-4-0 to 12-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
4=250, 2=378.
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.
® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design, parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-99 and BCS/ Building. Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Quini 1VF�'�.,,.
,�.` J •.��.G E NS�•F� 0..
i
No 68.182
ST. OF ��4l
Off. •,� �
Joaquln Velez PE N6.68182
MITek USA„lmz FL dirt 66A
,69d4;Parke EastBlvd. Tampa FL 33610
date:
May 19,2021
lot
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 311 WATERSTONE
T24045457
2742552
C1
Jack -Open
11
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:08 2021 Page 1
I D:20VQZHln97x9G5M9NmJalQz3Stx-R41NkMHK75zJrpl PKn?JDzsxLz5_4BENMJy?PFzEsHn
-1-4-0 0-11-4
1-4-0 0-11-4
Scale = 1:7.6
LOADING (psf)
SPACING- 2-D-0
CSI.
DEFL. in (loc) I/dell L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.32
Vert(LL) 0.00 5 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.06
Vert(CT) 0.00 5 >999 180
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 -MP
Weight: 5 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins.
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=91(LC 12)
Max Uplift 3=-3(LC 1), 2=227(LC 12), 4=-15(LC 1)
Max Grav 3=23(LC 12), 2=158(LC 1). 4=51(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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, 4 except at=lb)
2=227.
its 11111IIti.
I N F<llee
0 F'
No.68182
O : S OF '40
OWL 00
�►Lllnlll�
Joaquin.Velez PE N6.68182
MI7ek'USA, Inc. FL 66rt 66M.
6904'Parke East Blvd. Tampa FL 33610
Date:
May 19,2021
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS17rP11 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
..0 I russ1B JACK -OPEN 1
Truss Type Qty
2742552 CPly LOT 3/1 WATERSTONE
T24045458
2
Job Reference foDtionall
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:09 2021 Page 1
ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-vGJlxilzuO5ATzcbuUXYmAP75NRSpeUXbzhYyhzEsHm
-1-4-0 i 0-11-4
1-4-0 0-11:4
Scale = 1:7.6
Plate Offsets (X,Y)-- [2:0-1-4 0-0-21
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240
PLATES GRIP
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180
MT20 244/190
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 -MP
Weight: 5 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-6-0, 4=Mechanical
Max Horz 2=91(LC 12)
Max Uplift 3=3(1_C 1), 2=227(LC 12), 4=-15(LC 1)
Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES.
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and farces &
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
er(s) ss connections.
6) Provide ub
IN
merchanical connection others) of truss to bearinglate capable ofwithstanding 100 lb uplift at hints 3, 4 except t-Ib
(Y ) P P 9 P 1 O P (j -)
�QV
P••
2=227.
,�
AV
No 68182
�=0.
• Sl'. OF ICJ:
At-
�hr11-11.1��
Joaquin Velez PE N6.68182
MiTek USA, Inc. FL Bert 6634.
6904,Parke East Blvd. Tampa FL 33610
Date:
May 19,2021
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 Incorporate this design Into
properly the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
MiTek
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 311 WATERSTONE
T24045459
2742552
GIG
JACK -OPEN
2
1
Job Reference o tional
Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:09 2021 Page 1
I D:hKY1 ep9FiDwfFyJCybTuLLyv92?-vGJlxilzuO5ATzcbuUXYmAP75NOBpeUXbzhYyhzEsHm
-1-4-0 0-11-4
1-4-0 0-11-4
Scale = 1:7.6
0-9-8 p-11-0,
as-e 1-1
Plate Offsets (X,Y)-- [2:0-4-12,0-0-81
LOADING (psi)
SPACING- 2-0-0
CSI.
DEFL.
in floc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.26
Vert(LL) -0.00 5 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.26
Vert(CT) -0.00 5 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT)
0.00 3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 5 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 0-11-4 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical
Max Harz 2=91(LC 12)
Max Uplift 3=74(LC 1), 2=-449(LC 12), 4=99(LC 1)
Max Grav 3=125(LC 12), 2=313(LC 1), 4=172(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; porch left exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
truss to
Refer to girder(s)
ss connections.
rconnection ub
,,�111'I
QV IN V '4,
���.
6) Provide mechanical othe s) of truss to bearing late capable of withstanding 100 lb uplift at'oint s 3, 4 except Ib
(Y ) 9 P P 9 P J O P (Jt= )
�0'*
�% �Q� I�
No 68182
OF ft
0%
lisit
Joaquin Velez PE Nd.68182
MITek USA, Inc. FL Cert 6634.
69U4 Parke East Blvd. Tampa FL 33610
Date:'
May 19,2021
--
® WARNING - Ved(y 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 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 M ITek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB•89 and SCSI Building Component 6904 Parke East Blvd.
Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610
Job
Ply I LOT 3/1
C1P I JACK -OPEN
T24045460
Builders FirstSource
Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:10 2021 Page 1
ID:oHYiRCdpcl quXgUg67iPJRzdjtT-NTt792JbfiD 157BoSC2nIOyHrnmUY5kggdR6U8zEsHl
-1-4-0 0-11-4
1-4-0 0-11A
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 [nor
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=0-4-0, 4=Mechanical
Max Horz 2=91(LC 12)
Max Uplift 3=6(LC 9), 2=246(1_C 12), 4=-23(LC 17)
Max Grav 3=17(LC 12), 2=158(LC 1). 4=37(LC 12)
Scale = 1:7.6
CSI.
DEFL.
in (loc) I/defl L/d PLATES GRIP
TC 0.32
Vert(LL)
0.00 5 >999 240 MT20 244/190
BC 0.06
Vert(CT)
0.00 5 >999 180
WB 0.00
Horz(CT)
0.00 4 n/a n/a
Matrix -MP
Weight: 5lb FT=20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11-4 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0.0 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb)
2=246.
0119.111,11 MIN V i ?.-
E� 7j%.
%E N
No 68182
��•' S OF ; ZU
..c • �:
Joaquin Velez PE N6.68182
MiTek l)SN, Inc. FL Gert 66A.
.6964:Parke East Blvd. Tampa FL 33610
Date.
May 19,2021
® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 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 ANSI/TF11 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 311 WATERSTONE
T24045461
2742552
cis
JACK -OPEN
1
1
Jab Reference c tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:11 2021 Page 1
ID:mMq 1 pKnMQsfOZioRm ROHYCzM W VQ-rfRWMOKDPOLuiHm_?vZOrbUXRB6PHYzg2HAfOazEsHk
0-11-4
0-11-4
V
m
0
N
O
2x4 =
Scale = 1:6.9
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) Well L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.01
Verl(LL) -0.00
6 >999 240
MT20 244/190
TCDL ' 7.0
Lumber DOL 1.25
BC 0.02
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 FBC2020ITP12014
Matrix -MP
Weight: 3 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD
2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 0-11-4 oc purlins.
BOT CHORD
2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.
(size) 1=Mechanical, 2=Mechanical, 3=Mechanical
Max Horz 1=29(LC 12)
Max Uplift 1=11(LC 12), 2=-20(LC 12), 3=8(LC 12)
Max Grav 1=35(LC 17),2=22(LC 17).3=17(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=25ft; B=45ft; L=40ft; eave=5ft; Cat.
ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to for truss to truss connections.
,t� 11.1111 f /�f ll
�I�
girder(s)
6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) 1, 2, 3.
O� U N
VF��
plate
,�1 ,OP.� •
N0...,6 8.2
•' OF s 4U:
00,O
Joaquin.Velez PE N6.6$182
Mlrek USA; Inc. FL Ceft 6634,
6904 Parke East Blvd. Tampa FL M610
Date:
May 19,2021
®WARNING -Verify 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/TP/1 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
Truss Type
Qty I Ply I LOT
C1V
Jack -Open Truss
- 33567,
T24045462
8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11.12 2021 Page 1
ID:20VQZHln97x9G5M9NmJalQz3Stx-Kr7uZkKrAJTkKQLAZd4FOpldLaSwO_DzHxwDYOzEsHj
1-4-0 ' 0-11-4
Scale = 1:7.6
acW n,1 -
G:u-u-la,Ca a
LOADING (psf)
TCLL 20.0
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCDL 7.0
Plate Grip DOL 1.25
Lumber DOL 1.25
TC 0.32
Vert(LL)
0.00
7
>999
240
MT20 244/190
BCLL 0.0
Rep Stress Incr YES
BC 0.06
WS 0.00
Vert(CT)
Horz(CT)
0.00
0.00
7
2
>999
n/a
180
nla
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 5 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=91(LC 12)
Max Uplift 3=-4(LC 9), 2=211(LC 12), 4=-14(LC 1)
Max Grav 3=18(LC 12), 2=158(LC 1), 4=41(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
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; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=1b)
2=211.
,
oU I NGEN
J
No 68182
O'
S OF : "4J
Joaquin.Velez PE Nd.68182
MiTek USA, Inc: FL Gett 66M
6904 Parke East Blvd. Tampa FL 33610
Date:
May 19,2021
®WARNING -Verify 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 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 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/TPIf quality Criteria, DSB-89 and BCS/ Building Component
SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
LOT 311 WATERSTONE
T24045463
2742552
C3
Jack -Open
11
1
Jab Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:12 2021 Page 1
I D:20VQZHln97x9G5M9NmJalQz3Stx-KftuZkKrAJTkKQLAZd4FOp1 dLaRwO_DzHxwDYOzEsHj
-1-4-0 2-11-4
1-4-0 2-11-4
Scale = 1:12.7
2-11-4
2-11-4
Plate Offsets (X,Y)-- [2:0-1-4,0-0-21
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) Vdefl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.32
Vert(LL) -0.01
4-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.13
Vert(CT) -0.01
4-7 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Cade FBC2020/TP12014
Matrix -MP
Weight: 12 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-11-4 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=152(LC 12)
Max Uplift 3=-62(LC 12), 2=-183(LC 12)
Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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 capable of withstanding 100 lb 3
j
plate uplift at joint(s) except (jt=lb)
GE N S ��
Np 68182
D �• :Ir z-
-S OF
40
Joaquili Velez PE Nd:66182
MiTek USA, tnc: FL Lett 6634
6904;Parke East Blvd. Tampa FL 33610
Dater
May 19,2021
®WARNING - Wrify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. '
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and 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-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
I cuss Truss Type City Ply LOT 3/1 WATERSTONE
2742552 C3P JJACK-OPEN q 1
T24045464
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:13 2021 Pagel
ID:oHYiRCdpcl quXgUg6?iPJRzdjtTo2ZGn4LTxdbbyawN7KbUwOao5 ILIRT6Wbfm5SzEsHi
-1-4-0 2-114
1-4-0 2-11-4
Scale = 1:12.7
Plate Offsets (X,Y)-- [2:0-0-4,0-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 4-7 >999 240
PLATES GRIP
TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.02 4-7 >999 180
MT20 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020ITP12014 Matrix -MP
Weight: 12 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical
Max Harz 2=152(LC 12)
Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9)
Max Grav 3=62(LC 17). 2=195(LC 1), 4=49(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=oft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to for truss
�.
girder(s) to truss connections,
6) Provide mechanical connection (by others) of truss to bearing plate capable of 100 lb
,
withstanding uplift at joint(s) 3, 4 except rt=lb)
2=245.
♦♦� P.C1v
No 68182
OF
Joaquln.Velez PE N6.66182
MiTek USA, Inc. FLCert 6634.
6904:10arke East Blvd. Tampa FL 336,10
D'afer
May 19,2021
® 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 onlywith MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
Is always required for stability and to
MiTek
prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/i Quality Criteria, DSB-89 and BCS/ Building Component
Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
6904 Parke East Blvd.
3Fast
Tampa,
Job
Truss
Truss Type
Qty
Ply
LOT 311 WATERSTONE
T24045465
2742552
C3S
JACK -OPEN
1
1
Job Reference o lional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
2x4 =
8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:14 2021 Page 1
ID:mMgl pKnMQsfOZioRm ROHYCzM W VQ-GE6e_QM5ixkSZkVZh 16jTE60105LUujGIFPJdvzEsHh
11-4
11-4
2-11-4
2-11-4
Scale: 1'=1'
Plate Offsets (X,Y)-- [1:Edge,0-0-41
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.18
Vert(LL) 0.01
3-6 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.19
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 FBC2020lrP12014
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 Harz 1=89(LC 12)
Max Uplift 1=-36(LC 12), 2=-77(LC 12), 3=-6(LC 12)
Max Grav 1=108(LC 17), 2=78(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=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to for truss to truss connections.
girder(s)
6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) 1, 2, 3.
��F �I�,
plate
,,��. OP.Q'; •
%
No 68182
:�' ST OF .'�
Joaquln Velez PE N6.68182
MiTek USA; Inc. FL Cert 6634.
6904:Patlie East:Blvd.' Tampa FL 33610
Dates.
May 19,2021
® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 ray. 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 buss systems, see ANSIITPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available ham Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
C3V
Truss
Jack -Open Truss
Ply
T24045466
FirstSource (Plant City, FL), Plant City, FL - 33567, 8a2i o monal
.430 s Apr 20 2021 M
iTek ek Industries, Inc. Wed May 19 18:11:14 2021 Page 1
ID:20VQZHIn97x9G5M9NmJalQz3Stx-GE6e_QM5ixkSZkVZhl6jTE6zg07MUuj GIFPJdvzEsHh
1 4 0 2-11-4
1-4-0 2-11-4
Scale = 1:12.7
G.V-U-IU,CU e
LOADING (psf)
TCLL 20.0
SPACING- 2-0-0
Plate Grip DOL 1.25
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCDL 7.0
Lumber DOL 1.25
TC 0.32
BC 0.13
Vert(LL) 0.01
Vert(CT) -0.01
4-7 >999 240
4-7 >999 180
MT20 244/190
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) 0.00
3 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -MP
Weight: 12 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 2-11-4 oc purlins.
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=152(LC 12)
Max Uplift 3=67(LC 12), 2=174(LC 12)
Max Grav 3=72(LC 17), 2=195(LC 1), 4=49(LC
3)
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=25ft; B=45ft; L=40ft; eave=4ft; Cat.
ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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. V
6) Bearing atjoint(s) 2 considers parallel to grain value using ANSUTPI 1 angle.to grain formula. Building designer should verify ,�% . , , NF I�
capacity of bearing surface. , 0 •��
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (Jt=1b �, , •� C' EN S ��
2=174. ) `� V �•�• i
RO 68182
oo
Ot. S OF W:
doaquin.Velez PE No.66182
Miiek'USA;;Inc. FL Urt'6634
.8900arke East Blvd. Tampa FL 33610
Dafe
Mav 19.2021
® WARNING -Verify 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 Of
'
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-BCS/ 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
City
Ply
LOT 3/1 WATERSTONE
T24045467
2742552
C5
Jack -Open
7
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33b67, ti.43U s Apr ZU ZUZ1 MI I eK Inaustnes, Inc. Wea May 1`d 10:11:10ZUZI rage 1
ID:20VQZH In97x9G5M9NmJaiQZ3Stx-kQgOCm NjTEsJBu4lEley?Rf5OoOkDLzPzv8t9LzEsHg
-4
-0 4-114 -
4-11-4
3x4 =
4-114
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/dell
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.55
Vert(LL)
0.06
4-7
>943
240
TCDL 7.0
Lumber DOL
1.25
BC 0.44
Vert(CT)
-0.06
4-7
>913
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/TP12014
Matrix -AS
LUMBER- BRACING -
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=214(LC 12)
Max Uplift 3=-128(LC 12), 2=-196(LC 12)
Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale=1:17.6
PLATES GRIP
MT20 244/190
Weight: 18 lb FT = 20%
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
3=128, 2=196.
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.
l l III l l l hi rj,
No 68182.
��i0,� • 't�� O R , O.P, ••\_,
%_.
��is�0 fV Q�
Joaquin Velez K No.68182
M(Tek'USA, Inc. FL Cert 6634
6964Rarke East Blvd. Tampa FL 33610
Date:
May 19,2021
®WARNING - Verify 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 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 ANSUTF11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Type
Ply I LOT 3/1
JOD Truss
2742552 1C5P
(Plant City,
(Jack -Open 4 T24045468
1
Plant Clty, FL 33567 Job Reference (optional)
8.430 s Apr 20 2021 MiTek Industries, Inc. We May 19 18:11:16 2021 Pagel
ID:OHYiRCdpclquXgUg6?iPJRzdjtT-CdEOP50MEY Ap2eyoS9BYfCCjCdkyoDZCYuQinzEsHf
-1-4-0 4-11�
1-4 0 4-114
Scale = 1:17.6
4-11-4
Plate Offsets (X Y)-- [2:0-0-12 Ed e) 4-114
LOADING (psf)
TCLL 20.0
SPACING- 2-0-0
Plate Grip DOL 1.25
CSI.
TC 0.81
DEFL. in (loc) I/defl L/d
Vert(LL) 0.18 4-7
PLATES GRIP
TCDL 7.0
BCLL 0.0
Lumber DOL 1.25
Rep Stress Incr YES
BC 0.84
>322 240
Vert(CT) 0.17 4-7 >354 180
MT20 244/190
BCDL 10.0
Code FBC2020/TP12014
WB 0.00
Matrix -AS
Horz(CT) -0.01 3 n/a n/a
Weight: 18 lb FT = 20%
LUMBER- TOP CHORD BRACING-
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=0-4-0, 4=Mechanical
Max Harz 2=214(LC 12)
Max Uplift 3=145(LC 12), 2=-300(LC 12), 4=81(LC 12)
Max Grav 3=120(LC 17), 2=262(LC 1), 4=86(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 zone; porch left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading. requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live toad 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.
Llllll
6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at'oint s 4 except
3=145, 2=300. g P 1 O P Qt=lb)
,,
P QV N ',ICI
`1411
�.` J .• �.G E•IV
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.
�� '�
No 68182
S T' O F
Joaquin Velez i'E Nd:66182
Mfrek USA; Inc. FL C6rt 6634
6964:Pike East Blvd. Tampa FL 33610
Date:
May 19,2021
® 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 any with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
truss
a system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/orchard members only. Additional temporary and permanent bracing
Is always required for stability and to prevent collapse with possible personal Injury and damage.
MiTek
property
For general guidance regarding thefabrica
see . d Quality Criteria, OSB-89 and BCS/ Building Component
SafetylInformal on ion, storage, daviailable from erecti Truss Plate Institute, 2670 Crain Hion and bracing of trusses and truss ghway, Suite
6904 Parke
203 Walstems,
MD 2060j
East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 311 WATERSTONE
T24045469
2742552
C5S
JACK -OPEN
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567.
3x4 =
8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:16 2021 Page 1
ID:mMglpKnMQsfOZioRmROHYCzMWVQ-CdEOP50MEY Ap2eyoS9BYfCF?CiHyoDZCYuQinzEsHf
4-11-4
4-11-4
4-11.4
Scale = 1:16.9
Plate Offsets (X,Y)-- [1:0-1-0,Edge)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.60
Vert(LL) 0.08
3-6 >749 240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.55
Vert(CT) 0.06
3-6 >958 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
2 n/a file
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 16 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) 1=Mechanical, 2=Mechanical, 3=Mechanical
Max Horz 1=151(LC 12)
Max Uplift 1=63(LC 12). 2=138(LC 12), 3=-3(LC 12)
Max Grav 1=184(LC 17), 2=137(LC 17), 3=87(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 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 connections.
girder(s)
6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 Ito uplift at joint(s) 1, 3 except (jt=lb)
N
.%%
plate
-OP.Q ;
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
♦ .' �. �•'•�. i
sheetrock be applied directly to the bottom chord.
NO, 68182
9' S T OF ICI
O 1
V�'SS�O
Joaquin Velez PE Nd.68182
MiTek USA, Inc. FL Celt IBM
6904 Parke East Blvd: Tampa FL 33610
Date:
May 19,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. ���
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and 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
C5V
Truss
Jack -Open Truss
Ply
T24045470
Builders
LOADING (psi)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
(Plant City,
Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc, Wed May 19 18:11:17 2021 Page 1
ID:20VQZHln97x9G5M9NmJalQz3Stx-gpondRO_7s61QCD8MAgQ4skQtb2WhFSiRCd EEzEsHe
4-11-4 —
W4-11-4
3x4
Scale = 1:17.6
rO- i a,CageJ
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
Plate Grip DOL 1.25
TC 0.59
Vert(LL)
0.07
4-7
>853
240
MT20 244/190
Lumber DOL 1.25
BC 0.48
Vert(CT)
-0.07
4-7
>881
180
Rep Stress Incr YES
WB 0.00
Horz(CT)
-0.01
3
n/a
n/a
Code FBC2020/TPI2014
Matrix -AS
Weight: 18 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Harz 2=214(LC 12)
Max Uplift 3=-133(LC 12), 2=-189(LC 12)
Max Grav 3=134(LC 17). 2=262(LC 1), 4=86(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
NOTES-
1) Wind: ASCE 7-16; VDIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
3=133, 2=189.
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►111111/l1.,
I
& N
No 68182
O F .:
'ssO N AI-E -` �,
If110all
Joaqulfi Velez PE N6.68182
MiTek USA; Inc. FL 6ert 6634,
6904:Parke EastBlvd. Tampa FL 33610
Date:
May 19,2021
® 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 OFa truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing oftrusses and trusssystems, see ANS11Tp11 Quality Cdterla, DSB-99 and SCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 311 WATERSTONE
T24045471
2742552
D01
Hip Girder
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:19 2021 Page 1
I D:mMg1 pKnM QSfOZIORmROHYCZM W VQ-cCwX17Q EXTMIgVN WTbiuAHpkxPe89yN?u Wo416zEsHc
7-0-0 13-6-0 20-0-0 27-0-0 28-4-0
1-4-0 7-0-0 6-6-0 6-6-0 7-0-0 1-4-0
ST1.5x
2
NAILED
Special
NAILED
5x8 = Special
NAILED NAILED 3x6 II NAILED NAILED 5x8 =
3 17 18 194 20 21 22 5
Scale = 1:49.2
5x8 STP =
6
oI1n n no 0111 T on n n n n 7
10 23 24 25 9 26 27 28 8
3x8 =
2x4 II NAILED NAILED 5x8 — NAILED NAILED 2x4 II 3x8 —
Special NAILED Special
NAILED
8
b.UU 112
STP = ST1.
13-6-0
LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.35 9 >936 240 MT20 2441190
TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.42 8-9 >778 180
BCLL 0.0 Rep Stress Incr NO WB 0.87 HOrz(CT) 0.13 6 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 123 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or4-3-4 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 6=0-8-0
Max Harz 2=172(LC 7)
Max Uplift 2=-1396(LC 8), 6=-1396(LC 8)
Max Grav 2=2139(LC 1), 6=2139(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4125/2540, 3-4=-4777/3083, 4-5=-4777/3083, 5-6=-4125/2540
BOT CHORD 2-10=2077/3683, 9-10=-2080/3709, 8-9=-2080/3643, 6-8=-2077/3618
WEBS 3-10=66/726, 3-9=879/1374, 4-9=-899/996, 5-9=-879/1374, 5-8=-66/726
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specificto the use of this truss component. , Qv I N
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. E•(y
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 S�
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) No g81'$2
2=1396, 6=1396.
8) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. =
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 314 lb down and 407 lb up at
7-0-0, and 314 lb down and 407 lb up at 20-0-0 on top chord, and 397 lb down and 170 lb up at 7-0-0, and 397 lb down and 170 lb S OF •441
up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 0
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i
LOAD CASE() Standard S 0 R'. Q •'�\�� ���
I� S� 1) Dead + Roof Live (balanced): Lumber Increase=1%�
.25, Plate lncrease=1.25 �I�,,Q N A Illy``
Uniform Loads (plf)
Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 Joaquln Velez PE 146.68182
MrekUSA, Inc. FL Cert 6634.
.6904'Parke East Blvd. Tampa FL 33610
Date:
Mav 19,2021
Continued on Daae 2
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/1 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 ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
13-6-0
LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.35 9 >936 240 MT20 2441190
TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.42 8-9 >778 180
BCLL 0.0 Rep Stress Incr NO WB 0.87 HOrz(CT) 0.13 6 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 123 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or4-3-4 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 6=0-8-0
Max Harz 2=172(LC 7)
Max Uplift 2=-1396(LC 8), 6=-1396(LC 8)
Max Grav 2=2139(LC 1), 6=2139(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4125/2540, 3-4=-4777/3083, 4-5=-4777/3083, 5-6=-4125/2540
BOT CHORD 2-10=2077/3683, 9-10=-2080/3709, 8-9=-2080/3643, 6-8=-2077/3618
WEBS 3-10=66/726, 3-9=879/1374, 4-9=-899/996, 5-9=-879/1374, 5-8=-66/726
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specificto the use of this truss component. , Qv I N
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. E•(y
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 S�
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) No g81'$2
2=1396, 6=1396.
8) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. =
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 314 lb down and 407 lb up at
7-0-0, and 314 lb down and 407 lb up at 20-0-0 on top chord, and 397 lb down and 170 lb up at 7-0-0, and 397 lb down and 170 lb S OF •441
up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 0
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i
LOAD CASE() Standard S 0 R'. Q •'�\�� ���
I� S� 1) Dead + Roof Live (balanced): Lumber Increase=1%�
.25, Plate lncrease=1.25 �I�,,Q N A Illy``
Uniform Loads (plf)
Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 Joaquln Velez PE 146.68182
MrekUSA, Inc. FL Cert 6634.
.6904'Parke East Blvd. Tampa FL 33610
Date:
Mav 19,2021
Continued on Daae 2
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/1 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 ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Continued on Daae 2
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/1 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 ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job Truss Truss Type Qty �Refe
2742552 D01 Hip Girder 1 T24045471
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:19 2021 Page 2
ID:mMgl pKnMQsfOZioRmROHYCzM W VQ-cCwX17QEXTMIgVN WibiuAHpkxPe89yN?uW6416zEsHc
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 3=-149(F) 5=-149(F) 10=-392(F) 8=392(F) 17=-117(F) 18=-117(F) 19=-117(F) 20=117(F) 21=117(F) 22=-117(F) 23=-59(F) 24=59(F) 25=59(1`) 26=-59(F)
27=-59(F) 28=-59(F)
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
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the NO*
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Qually Criteria, DSB-89 and BCS/ Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waltlorf, MD 20601 6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 311 WATERSTONE
T24045472
2742552
D02
Hip
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:21 2021 Page 1
ID:mMgl pKnM QsfOZioRmROHYCzM W VQ-Zal HSpRU34cTvpXvbOkMFivBgDLtdO71MgbB N?zEsHa
1 4 0 6-3-6 9-0-0 13-6-0 18-0-0 20-8-10 27-0-0
6-3-6 2-8-10 " 4-6-0 4-6-0 2-8-10 6-3-6
Scale = 1:49.0
4x4 =
3x4 =
20 21 5 22
4x4 =
4x4 =
3x8 = 3x4 = 3x8 = 4x4 =
9-0-0
18-0-0
27-0-0
9-0-0
9-0-0
9-0-0
Plate Offsets (X,Y)--
[2:0-1-0,Edge), [8:0-1-0,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 0.47
Vert(LL)
0.17
9-14
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.78
Vert(CT)
-0.31
9-14
>999
180
BCLL 0.0
Rep Stress Incr YES
WB 0.21
Horz(CT)
0.06
8
n/a
n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 128 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) 8=0-8-0, 2=0-8-0
Max Harz 2=207(LC 11)
Max Uplift 8=-559(LC 12), 2=-680(LC 12)
Max Grav 8=997(LC 1), 2=1073(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1755/1198, 3-4=-1550/1098, 4-5=-1353/1020, 5-6=-1358/1013, 6-7=-1556/1101,
7-8=-1764/1195
BOT CHORD 2-11=967/1533, 9-11=-865/1488, 8-9=-957/1544
WEBS 3-11=338/382, 4-11=-336/536, 5-11=-278/242, 5-9=-274/227, 6-9=337/542,
7-9=-349/392
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2)
to 14-7-14, nt rio (1) 14-7-014 to 18 0-0, ERS x erior(2R)al) and18-0 0 to 23-(-14 Inte ior(0 toB) 23-7Interior(l)
4to 27)0-0 zone;C C for membersa d0.D
, Q.Q� �,N
�� �j
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
��� ,0' G'E N S ••
F••.�. �i
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
�� :'•'V�
to the use of this truss component.
No 68 1 82
4) Provide adequate drainage to prevent water ponding.
5) has been designed for 10.0 bottom live load
*';• •« *. �_
This truss a psf chord 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.
�p :',=
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
�f .S OF
' 8=559,2=680.
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.
0 0
0�. T Q".'•= ��
00 • . 4 R i�
ssO
A�
N
.nip.. .
Joaquin Velez PE No.68182
Mffek USA, Inc. FL C6rt6634,
:6904:Parke East Blvd. Tampa FL 33610
Date. -
May 19,2021
® 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 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 ANSUTP/1 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 ITruss Truss Type Qty
T24045473
Builders
ST1
0
2
stSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021VMiTek Industries, Inc. Wed May 19 18:11:22 2021 Page 1
ID:20VQZHIn97x9G5M9NmJaIQz3Stx-1 nbgg9S6gOkKXz659j GbnwRFvcjsMHeRaULkvRzEsHZ
5-0-1 9-9-0 13-6-0 17-3-0 21-11-15 27-0-0
5-0-1 4-9-0 3-9-0 3-9-0 4-9-0 5-0-1
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP M 26
WEBS 2x4 SP No.3
WEDGE
Right: 2x4 SP No.3
D03A I HIP GIRDER
5x8 =
3x4 = 6x8 =
22 4 23 5
exg 11 6x8 = "'" — "' " 3x4 = "' 1°O-` 7x8 = n 1 UM 3x10 11 HTU26 8x12 J
HTU26
SPACING-
2-0-0
Plate Grip DOL
1.25
Lumber DOL
1.25
Rep Stress Incr
NO
Code FBC2020/TP12014
REACTIONS. (size) 1=0-8-0, 7=0-8-0
Max Harz 1=195(LC 7)
Max Uplift 1=-3556(LC 8), 7=-5336(LC 8)
Max Grav 1=5912(LC 1), 7=9142(LC 1)
HTU26 HTU26 HTU26 HTU26
HTU26
Scale: 114"=1'
CSI.
DEFL.
in ([cc) I/defl L/d
PLATES GRIP
TC 0.76
Vert(LL)
0.32 8-9 >999 240
MT20 2441190
BC 0.66
Vert(CT)
-0.37 8-9 >864 180
WB 0.96
Horz(CT)
0.11 7 n/a We
Matrix -MS
Weight: 375 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-3 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 7-3-4 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-12567/7613, 2-3=-10758/6524, 3-4=-10807/6559, 4-5=-10987/6612,
5-6=-12143/7214,6-7=-16212/9498
BOT CHORD 1-13=6691/11149, 12-13=6691/11149, 10-12=567419692, 9-10=-6265/10807,
8-9=-8432/14501, 7-8=-8432/14501
WEBS 2-13=852/1475,2-12=-1727/1193,3-12=-1859/3009,3-10=-999/1900,4-10=-324/187,
4-9=-351/379, 5-9=2931/5061, 6-9=-4081/2448, 6-8=1808/3314
NOTES-
1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 cc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 cc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
1=3556, 7=5336.
10) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 5-11-11 cc max.
starting at 2-5-1 from the left end to 14-3-4to connect truss(es) to back face of bottom chord.
11) Use Simpson Strong -Tie HTU26-2 (20-1 Od Girder, 14-10d Truss, Single Plv Girder) or eauivalent at 15-1 n-n from fHP gaff o,,ra f�
IN
i
No 68182
i' 'O Z
' 'S T Of �
OR IV
`�,/0IVA�
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 669
6904:Parke East Blvd. Tampa FL 33610
Date:
- .. _......_ ._.. _.._ .
on eo backace of bottom chord. Ivldy I y,tUCI
A WARNING -Vedy 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 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 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
WATERSTONE
T24045473
2742552
D03A
HIP GIRDER
1
�LOTW
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:22 2021 Page 2
ID:20VQZH In97x9G5M9NmJalQZ3Stx-1 nbgg9S6gOkKXz659j GbnwRFvcjsMHeRaULkvRzEsHZ
NOTES-
12) Use Simpson Strong -Tie HTU26 (20-1 Old Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 17-94 from the left end to 25-9-4
to connect truss(es) to back face of bottom chord.
13) Fill all nail holes where hanger is in contact with lumber.
14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1484 lb down and 985 lb up at 6-4-12, and 782 lb down and 549 lb up
at 8-4-12 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: 3-16=-54, 3-5=-54, 5-20=-54, 1-7=-20
Concentrated Loads (lb)
Vert: 8=-1409(B) 19=-1409(B) 24=-86(B) 25=-160(B) 26=-1484 27=782 28=-708(B) 29=-708(B) 30=-708(B) 31=-1412(B) 32=1413(B) 33=1413(B) 34=1409(B)
®WARNING -Verity 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 �pp
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1y1 iTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
2742552
Truss Truss Type
E2A JACK -OPEN STRUCTURAL
Ply
T24045474
Builders
(Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:23 2021 Page 1
ID:hKY1ep9FiDwfFyJCybTuLLyv927-Vz92tVTlbisB87hliQngK7_XZOBG5zxbp84lRtzEsHY
-1-4-0 2-0-0
1-4-0 2-0-0
m
0
Scale = 1:10.3
Plate Offsets (X,Y)-- j2:0-0-8 Edge] 2-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 7 >999 240
PLATES GRIP
TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 7 >999 180
MT20 2441190
BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix -MP
Weight: 9 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 2=0-6-0, 4=Mechanical, 3=Mechanical
Max Horz 2=124(LC 12)
Max Uplift 2=229(1_C 12), 4=-28(LC 9), 3-38(LC 12)
Max Grav 2=170(LC 1). 4=31(LC 3), 3=35(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=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;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 studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
N
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
fit between
I V
,�� PQ
will the bottom chord and any other members.
�V ,O ' G E 1V • • �� ��
7) Refer to girder(s) for truss to truss connections.
� •. �\ S' ,�•.• ��
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except (jt=1b)
2=229.
No 68182
9� S F
win s • :� •. R 'D
A``�%
;0 NA
Joaquin Velez PE No.66182
Miiek'USA, Inc. FL Cent 136M.
.6904:Parke East Blvd. Tampa FL 33610
Date:
May 19,2021
®WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
��
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
Is always required for stability and to collapse
MiTek
prevent 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
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 311 WATERSTONE
T24045475
2742552
E5
Jack -Open
3
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:24 2021 Page 1
ID:20VQZHln97x9G5M9NmJalQz3Stx-z9jQ5rUNL?_1rnGGlJG813tLXdTQRegQBk2ogr KzEsHX
1 4 0 5-0-0
1-4-0 5-0-0
Scale = 1:17.8
3x4 =
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.57
Vert(LL) 0.07
4-7 >906 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.45
Vert(CT) -0.07
4-7 >882 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Cade 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=216(LC 12)
Max Uplift 3=130(LC 12). 2=-196(LC 12)
Max Grav 3=134(LC 17), 2=264(LC 1), 4=87(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 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.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 capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
,,%j11.1111I1il,
0 % V IN
'%% Q.Q V F4
plate
3=130, 2=196.
•
�% 0 ��
• G1
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
J - 40
��:� SF••.•;
sheetrock be applied directly to the bottom chord.
No
,68182
iz
9•' S 'OF t•�
ii0' S . O R I'D �\Cb��
b N
A'�,��
Joaquin Velez PE No.68182
MiTek USA; Inc. FL deft 6634
69114:1parke East Blvd; Tampa FL 33610
Oafs:
May 19,2021
® 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/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 3/1 WATERSTONE
2742552 E7 Jack -Open 12 1 T24045476
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference o tional
8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:24 2021 Page 1
I
1
1 V 7-0-0
7-0-0
vxv — 4
Scale = 1:23.0
Plate Offsets (X Y)-- [2.0-1-8 Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.92
PLATES GRIP
Vert(LL) 0.22 4-7 >377 240
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.21 4-7 >389 180
BCLL 0.0
MT20 244/190
Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS
Weight: 24 Ito FT = 20%
LUMBER- BRACING-
TOP CHORD 2x4 SP ND.1
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=278(LC 12)
Max Uplift 3=195(LC 12), 2=-217(LC 12)
Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements
to the use of this truss component. specific
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 an the bottom
chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
3=195, 2=217.
`,,uIN,,,
�� ' p,O:. '•. V'4' ..
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
, . O ,
�, , ��•• • G•E N • • [� '
S,F•, '•
sheetrock be applied directly to the bottom chord.
.�� ��
�
NO 68182
'o
'
OF:A/Z. • S T'
Joaquin Velez PE Nd.68182
MiTek USA;:Inc. FL Cert 6634,
.6904:Parke East Blvd: Tampa FL 33610
Date:.
May 19,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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
e
web and/or chord, members only. Additional temporary and permanent bracing
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see
MiTek•
ANSNTPII Quality Criteria, DSB-e9 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 311 WATERSTONE
T24045477
2742552
E7P
Jack -Open
4
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
1-4-0
8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:25 2021 Page 1
ID:oHYiRCdpc1 quXgUg6?iPJRzdjtT-RLHolAV?6J6uOQgggrplPY3j5qgNZtRtGSZP WmzEsH W
w
ur
Scale = 1:22.6
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) Vdefl Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.89
Vert(LL) 0.26 4-6 >325 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.93
Vert(CT) 0.23 4-6 >360 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.01 4 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 30lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x6 SP No.2 BOT CHORD . Rigid ceiling directly applied.
REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical
Max Horz 2=280(LC 12)
Max Uplift 3=-189(LC 12), 2=-367(LC 12), 4=144(LC 12)
Max Grav 3=163(LC 17), 2=336(LC 1), 4=138(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-11-4 zone; porch left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb)
3=189, 2=367, 4=144.
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.
�%`' 'QU I N VF % �P
No 68182.
F
Joaquin Velez PE Nd.68182
MiTek USA; Inc: FL 6ert 6634
6904 Me, East Blvd. Tampa FL 33610
Date:.
May 19,2021
® 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 ANS11TFl1 Quality Criteria, DSB-e9 and BCSI Building Component 6904 Parke Fast Blvd.
Safety Information available from Truss Plate Institute, 2670.Craln Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job I Truss Truss Type Qty Ply LOT 3/1
2742552
E7V (Jack -Open Truss
14
T24045478
Builders FirstSource (Plant
2
Job Reference. o tional
Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:26 2021 Page 1
ID:20VQZHln97x9G5M9NmJaIQz3Stx-vYrAWVWdtdEl?aPtOZKXymcz7E4XIJK1 V6Jy2CzEsHV
-1-4-0 4-3-9 7-0-0
1-4-0 4-3-9
2-8-7
3x4
ca
m
N
Scale = 1:22.8
u-c-c,u-u-o
LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.34 6-9 >247 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.28 6-9 >302 180
BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.03 4 n/a n/a
BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 26lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied.
BOB CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=278(LC 12)
Max Uplift 4=-134(LC 12), 2=-210(LC 12), 5=59(LC 12)
Max Grav 4=161(LC 17), 2=336(LC 1).5=121(LC 17)
FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-295/116
WEBS 3-6=-102/293
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
11; Exp C; Encl., GCpt=0.1B; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. �.► ►►/ 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���,,' ►�/��
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide %�OPav IN V �
will fit between the bottom chord and an other members. ,
5) Refer to girder(s) for truss to truss connections.
V•.•
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. NO 68182
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 5 except (jt=1b) * #,
4=134, 2=210.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum =p;
sheetrock be applied directly to the bottom chord. �.
OF
E�% .
nn.i►
Joaquin Velez PE td6.68182
MITA VSA;.Inc. FL Cert 6634.
4900arke East Blvd. Tampa FL 33610
Date:
May 19,2021
®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 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
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek•
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTFIl 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 311 WATERSTONE
T24045479
2742552
G01 S
Hip Girder
1
1
Jab Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:27 2021 Page 1
ID:20VQZHln97x9G5M9NmJalQz3Stx-NkPZjsWFewMcdk_3xGrmUz974dN51 ipAkm2VaezEsHU
-1-4-0 3-94 7-0-0 9-10A 12-8-0 15-10-12 i _ _ 19-8-0
1-4-0 3-9-4 3-2-12 2-10-0 2-10-0 3-2-12 3-9-4
4x4 =
3x4 =
17 5 18 19
4x4 =
Scale = 1:35.2
3x4 = 3x8 = 5x8 = 3x4 =
3-9-0 7-0-0 9-10-0
12-8-0
15-10-12 19-8-0
3-9-0 3-2-12 2-10-0
2-go
3-2-12 3-9-4
Plate Offsets (X,Y)-- [2:0-0-4,Edge), [8:0-0-4,Edge), [9:0-2-12,0-3-4)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) Udefl Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.61
Vert(LL) 0.23
9-10 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.85
Vert(CT) -0.24
9-10 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.33
Horz(CT) -0.08
8 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -MS
Weight: 96 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-3-14 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 4-2-6 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 8=Mechanical, 2=0-8-0
Max Horz 2=166(LC 7)
Max Uplift 8=1097(1_C 8). 2=-1194(LC 8)
Max Grav 8=1433(LC 1), 2=1504(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2817/2188, 3-4=-2639/2097, 4-5=-2359/1941, 5-6=-2347/1985, 6-7=-2666/2174,
7-8=-2837/2274
BOT CHORD 2-10=1869/2481, 9-10=-190612486, 8-9=-1953/2510
WEBS 3-10=289/198, 4-10=-545/849, 5-10=-255/304, 5-9=-271/283, 6-9=503/863,
7-9=-298/222
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
(/111111/)i II
Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
t,
��� Li�N '
��F
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the this truss
``�� •0Q.Q
'
use of component.
, O•E•N S; • ��
4) Provide adequate drainage to prevent water ponding.
�� •'��.� F•�•,
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
•
No 68182 0
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.all
=
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
�' p.: i
8=1097,2=1194.
ST OF 44l
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 344 lb up at
7-0 0, 112 lb down and 195 lb up at 9-0-12, and 112 lb down and 195 lb up at 10 7-4, and 190 lb down and 344 lb 12-8-0
�, •• Z
��. T ••. P _
up at on
top 386 lb down 279 lb 7-0-0, 84 lb down 28 lb 9-0-12, 84 lb down
%
�i�s ': f� Q
chord, and and up at and up at and and 28 lb up at 10-7-4, and
386 lb down and 279 lb up at 12-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of
•O •'•`GN,��
�j� S�'• • ' � \ �%
others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
��11�O N A; 110
Joaqulli Velez PE Nd.68182
LOAD CASE(S) Standard
MiTek USA; Inc., FL Cert 6634
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
.6904:Parke East Blvd. Tampa FL 33610
Daft:
May 19,2021
Continued on Daae 2
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
��•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//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, MO 20601
Tampa, FL 36610
LOT
G01S IHip Girder I1 I 1 I T24045479
rcaiaranw o ucnai
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:27 2021 Page 2
ID:20VQZHIn97x9G5M9NmJalQz3Stx-NkPZjsWFewMcdk 3xGrmUz974dN51ipAkm2VaezEsHU
LOAD CASE(S) Standard
Uniform Loads (pl1)
Vert: 1-4=-54, 4-6=54, 6-8=-54, 11-14=-20
Concentrated Loads (lb)
Vert: 4=-143(B) 6=-143(B) 9=-386(8) 10=-386(B) 17=112(B) 18=-112(B) 20=-63(B) 21=-63(B)
WARNING -Verify design ty g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not��
a truss system. Before use, the building designer must verity the applicability of design parameters and 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 ANS11TP/1 Quality Criteria, DSB-89 and BCS/ 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 3/1 WATERSTONE
T24045480
2742552
G02S
Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:28 2021 Page 1
ID:20VQZHln97x9G5M9NmJaIQz3Stx-swzxwCXtPEUTFuZFV_M71 BhKX1 mOmCwKzQo375zEsHT
-1-4.0 6-3-3 i 9-0-0 10-8-0 13-4-13 19.8-0
6-3-3 2-8-12 1-8-0 2-8-13 6-3-3
4x4 =
4x4 =
Scale = 1:35.7
Ig
4x6 = 3x4 =
4x4 = 4x4 =
3x4 =
i
9.0-0
10-11
19-8-0
9-0-0
1-8-0
9-0-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.50
Vert(LL)
-0.14
8-13
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL
1.25
BC 0.68
Vert(CT)
-0.30
8-13
>780
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.15
Horz(CT)
0.03
7
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 89 lb FT = 20%
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) 7=Mechanical, 2=0-8-0
Max Horz 2=207(LC 11)
Max Uplift 7=405(LC 12), 2=-529(LC 12)
Max Grav 7=725(LC 1),2=802(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1163/1036, 3-4=-951/909, 4-5=-805/846, 5-6=953/912, 6-7=-1169/1045
BOT CHORD 2-10=781/1018, 8-10=-468/805, 7-8=794/1014
WEBS 3-10=377/467, 4-10=-290/357, 5-8=-318/371, 6-8=-389/488
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; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 19-8-0 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 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 (jt=lb)
7=405, 2=529.
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.
o1111111111i
0 WIN
•`, �� '' C, E N'9
N0 68182.
S f �U
%.
Joaquin Velez PE Nd.68182
MITek'USA, Inc. FL Cert 6634
.6904: Parka East Blvd. Tampa FL 33610'
Date:
May 19,2021
® WARNING - Vedfy 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 MiTeWD 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 ANSUTPl1 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 I Truss
Ply
2742552 IG03S (Common T24045481
1 1
Builders FirstSource (Plant City. FL) Plant City, FL 33567, Job Reference (optional)
8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:29 2021 Page 1
I D:20VQZH In97x9G5M 9N m Jal Qz3Stx-K7 WJBYYVAYcKs28 R3hu Ea 0 ETvR31 VdMTB4XcfxzEsH S
5-5-5 9-10-0 14-2-11 19-3-8 1 -8
5-5-54-4-11
4-4-11 5-0-13 -4
3
4x4 =
4x4 = 5x8 = 5x6
Scale = 1:35.7
LOADING (psf)
TCLL 20.0
SPACING-
2-0-0
CSI.
DEFL, in
(loc) Vdefl L/d
PLATES GRIP
TCDL 7.0
Plate Grip DOL
Lumber DOL
1.25
1.25
TC 0.59
Vert(LL) -0.15
6-10 >999 240
MT20 244/190
BCLL 0.0
Rep Stress Incr
YES
BC 0.87
WB 0.26
Vert(CT) -0.32
Horz(CT) 0.03
6-10 >729 180
5
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
n/a n/a
Weight: 84 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied.
WEDGE
Right: 2x4 SP No.3
REACTIONS. (size) 1=Mechanical, 5=0-8-0
Max Holz 1=-203(LC 10)
Max Uplift 1=41O(LC 12). 5=-41O(LC 12)
Max Gram 1=728(LC 1), 5=728(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1216/1351, 2-3=-927/1006, 3-4=926/1006, 4-5=1215/1352
BOT CHORD 1-6=1098/1094, 5-6=-1033/1065
WEBS 3-6=-552/576, 4-6=404/668, 2-6=-405/667
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=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 4-0-0, Exterior(2N) 4-0-0 to 9-10-0, Comer(3R)
9-10-0 to 13-10-0, Exterior(2N) 13-10-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
1=410, 5=410.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
14
i
No 68182
p S OF �4U
Joaqulfi Velez PE No.68182
Mlrek USA, Inc. FL Cert 6634
6904 Parke East Blvd, .Tampa FL 33610
Date.
Mav 19.2021
A WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 W. 5/1 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 use, the building designer must verifythe applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek•
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-99 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 311 WATERSTONE
T24045482
2742552
G05S
Common
2
1
Jab Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:30 2021 Page 1
ID:20VQZHIn97x9G5M9NmJalQz3Stx-oJ4hLuY8xrlB UBjedPPT6cnefrOXE3bdQkHABzZEsHR
5-5-5 9-10-0 14-2-11 19-3-8 18-B�0
5-5-5 4-4-11 4-4-11 5-0-13 -4
4x4 =
4x4 =
5x8 =
5X6
9-10-0 19-3-8 1 -8
9-10-0 9-5.8 -4-
Plate Offsets (X,Y)-- (1:0-1-4,Edge(, [5:Edge,0-1-121, [6:0-4-0,0-3-0)
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
WEDGE
Right: 2x4 SP No.3
REACTIONS. (size) 1=Mechanical, 5=0-8-0
Max Harz 1=-203(LC 10)
Max Uplift 1=-410(LC 12), 5=41O(LC 12)
Max Grav 1=728(LC 1), 5=728(LC 1)
Scale=1:35.7
CSI.
DEFL. in
(loc) I/deft L/d
PLATES GRIP
TC 0.59
Vert(LL) -0.15
6-10 >999 240
MT20 244/190
BC 0.87
Vert(CT) -0.32
6-10 >729 180
WB 0.26
Horz(CT) 0.03
5 n/a n/a
Matrix -AS
Weight: 84 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 1-2=-1216/1351, 2-3=-927/1006, 3-4=926/1006, 4-5=1215/1352
BOT CHORD 1-6=-109811094, 5-6=-1033/1065
WEBS 3-6=-552/576, 4-6=404/668, 2-6=-405/667
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 4-0-0, Exterior(2N) 4-0-0 to 9-10-0, Comer(3R)
9-10-0 to 13-10-0, Exterior(2N) 13-10-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
1=410, 5=410.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
/111111.1//II
%%,oPQu�N VF4' 'P
ENS �.�
i
No 68182
� r
S F 141 C
4 OR IV N
1111
Joaqulfi Velez PE Nd.68182
M[TekUSA, Inc. FL Cert 6634
6904:Parke East Blvd. Tampa FL 33610
Date:
May 19,2021
A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 ANSUTIoll 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 TrIAGNAL Ouss Type Oty Ply�LOT3/1 WATERSTONE
2742552 1112 DHIP GIRDER T24045483
auu rtnrerence o sonar
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:30 2021 Page 1
-1-10-10 ID:hKY1ep9FiDwfFyJCybTuLLyv92?oJ4hLuY8xrlBUBjedPPT6cnjrrW0E7gdOkHABzzEsHR
1-10-10 2-9-3
2-9-3
Scale = 1:10.1
LOADING (psf)
TCLL 20.0
SPACING- 2-0-0
CSI.
DEFL.
in
(too)
Vdefl
L/d
PLATES GRIP
TCDL 7.0
Plate Grip DOL 1.25
Lumber DOL 1.25
TC 0.32
Vert(LL)
0.03
5
>999
240
MT20 244/190
BCLL 0.0
Rep Stress Incr NO
BC 0.33
WB 0.00
Vert(CT)
Horz(CT)
-0.02
0.01
5
3
>999
file
180
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 12lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
REACTIONS. (size) 3=Mechanical, 2=0-5-11, 4=Mechanical
Max Horz 2=122(LC 8)
Max Uplift 3=31(LC 13), 2=-456(LC 8), 4=82(LC 13)
Max Grav 3=32(LC 8), 2=279(LC 1), 4=53(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 2-9-3 cc purlins.
Rigid ceiling directly applied or 10-0-0 cc bracing.
NOTES.
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40f; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Gt=1b)
2=456.
7) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 4-5=20
Concentrated Loads (lb)
Vert:9=39(B) 10=51(B)
%
IIIIIIIi1/II
��.�PQU I N
,
No 6882
' ST OF �40
i�• �
OR
�In1nr11
Joaquin Velez PE Nd.68182
MiTek USA; Inc. k Gert.6634
6900arke East Blvd. Tampa R 33610
Date:
Mav 19.2021
®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 MRek® connectors. This design is based oNy upon parameters shown, and is for an individual building component, not atruss system. Before use, the building designer must verify the applicability of design parameters and 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 Of
f•
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-e9 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 311 WATERSTONE
T24045484
2742552
H5
Diagonal Hip Girder
2
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:31 2021 Page 1
ID:20VQZH In97x9G5M9NmJalQZ38tx-GVe3ZEZm i9t26LIgA6wifpJnXFpwzawmf00jjQzEsHQ
-1-10-10 3-9-6 5-3-6 7-0-14
1-10-10 3-9-6 1-6-0 1-9-8
Scale = 1:17.4
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2020rTP12014
CSI.
TC 0.71
BC 0.56
WB 0.00
Matrix -MP
DEFL. in (loc) Vdefl Ud
Vert(LL) -0.10 4-7 >846 240
Vert(CT) -0.22 4-7 >381 180
Horz(CT) 0.00 2 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 25lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=216(LC 8)
Max Uplift 3=145(LC 8). 2=-189(LC 8)
Max Grav 3=163(LC 1), 2=379(LC 1), 4=126(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=4ft; Cat.
Il; 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 at=lb)
,��� V I N V
3=145, 2=189.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 12 lb up at
.0Pa ......
.G E N �• t. �i
SF
1-5-12, 75 lb down and 12 lb up at 1-5-12, and 5 lb down and 85 lb up at 4-3-11, and 5 lb down and 85lb up at 4-3-11 on top chord
%� .'�.� '• �i
and 11 Ib up at 1-5-12, 11 lb up at 1-5-12, and 5 Ib down at 4-3-11, and 5 lb down at 4-3-11 on bottom chord. The
No 6,6182
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 �p
• 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 i •�. ST 'OF
Uniform Loads (plf)
�, 0 (V
•
Vert: 1-3=-54, 4-5=20
Concentrated Loads
��. T •'t`. Q��..'
�j •• R N
(lb)
Vert: 11=10(F=-5, B=-5)
Joaquin Velez PE No.68182GG`
MfTek USA, Inc. FL Cert 6634
,6904-Parke East Blvd. Tampa FL 336.10
Date:
May 19,2021
® 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
fabdeation, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTFIl 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 311�WATERSONE2742552 H7 DIAGONAL HIP GIRDER T24045485
41Job Refonal
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:32 2021 Pape 1
v.w�r,niarxavom�rvmvaiuzssvc-klcsmaaV I i?vkVtOkpRxBlsyJe4Oiy8vt2mGGszEsHP
1-10-10 5-2-5
1-10-10 6-10-10 9-10-13
5-2-5 1-8-5 3-0-3
Scale = 1:22.0
oxo — 5
3x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
TCDL 7.0
Plate Grip DOL
1.25
TC 0.77
Vert(LL) -0.28
6-9 >424 240
MT20 244/190
BCLL 0.0
Lumber DOL
Rep Stress Incr
1.25
NO
BC 0.87
WB 0.32
Vert(CT) -0.57
6-9 >205 180
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Horz(CT) -0.01
6 n/a n/a
Weight: 41 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied or 8-9-13 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-B-0, 6=Mechanical
Max Horz 2=278(LC 8)
Max Uplift 4=-159(LC 8), 2=-341(LC 8), 6=159(LC 8)
Max Grav 4=108(LC 1), 2=528(LC 1), 6=383(LC 28)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-703/416
BOT CHORD 2-6=-482/628
WEBS 3-6=-678/521
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=40ft; eave=4ft; 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) na
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
4=159, 2=341, 6=159.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 35 lb up at
1-5-12, 119 lb down and 61 Ito up at 1-5-12, 127 lb down and 101 lb up at 4-3.11, 123 lb down and 85 lb up at 4-3-11, and 165 Ito
down and 169 Ib up at 7-1-10, and 163 Ib down and 159 Ib up at 7-1-10 on top chord, and 7 lbdown and 13 lb up at 1-5-12, 55 Ib
down and 16 Ib up at 1-5-12, 18 lb down and 23 Ib up at 4-3-11, 18 Ib down at 4-3-11, and 39 Ib down and 31 Ib up at 7-1-10, and
37 Ib down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 5-7=-20
Concentrated Loads (Ib)
Vert: 11=1(F) 12=-80(F=-42, 8=37) 13=-7(F) 14=-16(F=-11. B=-5) 15=-62(F=33, 13=28)
:��>oPaLU IN VF<
♦•E F
' 0 68.182
S OF
i 0
O N
Joaquln Velez PE No.68182
Mfiek USA, Inc. FL Cert 6634
6964 Parke East Blvd. Tampa FL 33610
Date:
May 19,2021
A WARNING - Vedlydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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, note
a truss system. Before use, the building designer must verify the applicability of design parameters and.properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway. Suite 203 Waldorf, M6904 Parke East Blvd.
Tampa, Parke
36610
East
D 20601
Job
Truss
Truss Type
Qty
Ply
LOT 311 WATERSTONE
T24045486
2742552
H7P
DIAGONAL HIP GIRDER
2
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:33 2021 Page 1
ID:20VQZH In97x9G5M9NmJalQZ3Stx-Cumq_wbOEm7m LfSDIXyAkEP7h2 WURQm36iVgolzEsHO
-1-10-10 0 9 5-2-5 6-10-1-10-13
' 1-10-10 ' 5-2-5 ' 1-8-5 3-0-3
Scale = 1:22.0
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 NO
Code FBC2020/TP12014
CSI.
TC 0.73
BC 0.47
WB 0.30
Matrix -MS
DEFL. in
Vert(LL) 0.44
Vert(CT) -0.50
Horz(CT) -0.01
floc) I/deft L/d
6-9 >270 240
6-9 >234 180
6 n/a n/a
PLATES GRIP
MT20 2441190
Weight:41 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 31
BOT CHORD
Rigid ceiling directly applied or 9-7-14 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical
Max Horz 2=278(LC 8)
Max Uplift 4=141(LC 8), 2=454(LC 8), 6=335(LC 8)
Max Grav 4=109(LC 1), 2=515(LC 1), 6=349(LC 1)
FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-600/486
BOT CHORD 2-6=-579/564
WEBS 3-6=-609/625
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
,'itili 11 bly11
3) na
4) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads.
P.Q
psf
5) • This has been designed for live load
%%
•' ......
•' •• �� �I
truss a of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
��� ,� E N
SF �i
will fit between the bottom chord and any other members.
�� •'��:� '•;
6) Refer to girder(s) for truss to truss connections.
: No 68182
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
4=141, 2=454, 6=335.
� '*' ,• ;'*.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 12 lb up at
=
1-5-12, 75 lb down and 12 lb up at 1-5-12, 5 lb down and 85 lb up at 4-3-11, 5 lb down and 85 lb up at 4-3-11, and 37 lb down and
159 lb up at 7-1-10, and 37 lb down and 159 lb up at 7-1-10 on top chord, and 11 ib up at 1-5-12, 11 lb up at 1-5-12, 5 lb down at
j) 'ST 44/ 1
4-3-11, 5 lb down at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
. OF .'•
0 •' ((/ '�
���; XN ,A,
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
�0 •':� R •' ��
LOAD CASE(S) StandardA�
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
��
Uniform Loads (plf)
Joaquin Velez PE Nd.68182
Vert: 1-4=-54, 5-7=20
MiTek USA; Inc. FL Cert 6634
Concentrated Loads (lb)
.6904•Parke East Blvd. Tampa FL 33610'
Vert: 12=75(F=-37, 8=37) 14=10(F=5, B=-5) 15=-57(F=-28, 8=28)
Date:
May 19,2021
®WARNING -Verily 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 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/rP11 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
Type
2742552 I H7V I Diagonal Hip Girder
LOT
T24045487
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021yMiTek Industries, Inc. Wed May 1918:11:34 2021 Page 1
ID:20VQZHIn97x9G5M9NmJalQz3Stx-g4KCBFbe74FdzplPsETPHSxKgSpOArDCLMFNKkzEsHN
-1-10-10 5-4-1
1-10-10 5-4-1 9- 13
4-6-6-11
Scale = 1:22.6
3x4
4-6-11
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) Vdefl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.58
Vert(LL) 0.09 6-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.64
Vert(CT) -0.12 6-7 >960 180
BCLL 0.0
Rep Stress Incr NO
WB 0.41
Horz(CT) 0.02 5 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Weight:41 lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 5=Mechanical, 2=0-8-0
Max Harz 2=336(LC 8)
Max Uplift 4=-276(LC 8), 5=-142(LC 8), 2=269(LC 8)
Max Grav 4=289(LC 13), 5=377(LC 13), 2=412(LC 1)
FORCES. (Ib) -Max. Cam pdMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1159/502
BOT CHORD 2-7=727/1151, 6-7=-739/1156
WEBS 3-7=0/252, 3-6=-11371722
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.fit.
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
fit between
�� N 'fj
will the bottom chord and any other members.
OLU'I
P ••: V�� I��
5) Refer to girder(s) for truss to truss connections.
, • • • •
i�
E N ��
6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
��� , �•��.G SAC`• ,�
capacity of bearing surface.
`
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift atjoint(s) except Qt=lb)
4=276, 5=142, 2=269.
•
_ NO 68182
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
= O• S O F
Uniform Loads (pit)
• A
Vert:1-2=-54
Trapezoidal Loads (plf)
.. O R.'iQ•.
I�,.S� ' .••G `�?,�
Vert: 2=0(F=27, B=27)-to-4=-134(F=40, 13=40), 8=0(F=10, B=10)40-5=49(F=15, B=-15)
Joaquin Velez PE Nd.68182
MfTek USA; Inc. FL Celt 6634
6904 Parke Fast Blvd. Tampa FL 33610
Date:
May 19,2021
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 Mrrek® 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
e
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance, regarding the
MOW
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Fast
Blvd.Tampa, 6904 Parke
3aste
Job
Truss
Truss Type
Qty
Ply
LOT 311 WATERSTONE
T24045488
2742552
K01
HIP GIRDER
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:35 2021 Page 1
ID:hKY1 ep9FiDwfFyJCybTuLLyv927-8HuaObcGmONUbzbbPy_epfUaxsHIvOUMa0_xsBzEsHM
-1-4-0 2-0-0 5-11-0 7-11-0 9-3-0
1-4-0 2-0-0 3-11-0 2-0-0 1-4-0
Special
4x8 =
Special
NAILED 4x4 =
2x4 = — "
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Lid
TCLL 20.0
Plate Grip DOL
1.25
TC 0.29
Vert(LL)
0.02
7-8
>999
240
TCDL 7.0
Lumber DOL
1.25
BC 0.16
Vert(CT)
0.02
7-8
>999
180
BCLL 0.0
Rep Stress Incr
NO
WB 0.03
Horz(CT)
-0.00
5
n/a
n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3 , Right: 2x4 SP No.3
REACTIONS. (size) 2=0-4-0, 5=0-4-0
Max Horz 2=69(LC 6)
Max Uplift 2=51O(LC 8), 5=-51 O(LC 8)
Max Grant 2=291(LC 17). 6=291(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-156/452, 3-4=126/404, 4-5=-156/450
BOT CHORD 2-8=-325/125, 7-8=338/126, 5-7=-3301125
Scale = 1:19.9
PLATES GRIP
MT20 244/190
Weight: 38 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-11-14 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=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right 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)
2=510, 5=510.
8) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb up at 2-0-0, and 151 lb
up at 5-11-0 on top chord, and 80 lb up at 2-0-0, and 80 lb up at 5-10-4 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-4=54, 4-6=-54, 9-14=-20
Continued on oaoe 2
%%-.0 Pp U 1 N vE�'�•..
No 68182
ST
Joaquin Velez PE No. 68182
MiTek USA; Inc. FL Cert 6634
.6904:Parke East Blvd. Tampa FL 33610
Date:
May 19,2021
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119r2020 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 Type
Qty
Ply
LOT 311 WATERSTONE
2742552
TKrOlss
HIP GIRDER
1
1
T24045488
Job Reference (optional)
• -,• •- • �•v • - - ����• , o.wu s rpr Zu tut-r wu r eK maustries, Inc. vvea may 19 18:11:35 2021 Page 2
ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-8HuaObcGmONUbzbbPy_epfUaxsHIvOUMa0_xsBzEsHM
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 3=33(B) 4=33(B) 8=43(B) 7=43(B) 20=0(B)
® WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 6119/2020 BEFORE USE. Mt
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 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 ANSYTPl1 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 311 WATERSTONE
T24045489
2742552
K02
COMMON SUPPORTED GAB
1
1
Job Reference o lional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:36 2021 Page 1
ID:hKY1ep9FiDwfFyJCybTuLLyv92?-dTRycxduXhVLC6AozfWtMtlhnGc2egYVagkUPdzEsHL
1 4 0 3-11.8 7-11-0 9-3-0
1.
1 4-0 3-11-8 3-11-8 1-4-0
4x4 =
2x4 11
Scale = 1:19.6
Ia
1 0-5�
7-11-0
' 0-5A '
7-5-8
Plate Offsets (X,Y)-- [2:0-2-0,Edge), [4:0-2-0,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) Vdefi L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.54
Vert(LL)
0.01 5 n/r 120
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.16
Vert(CT)
0.02 5 n/r 120
BCLL 0.0
Rep Stress Incr YES
WB 0.10
Horz(CT)
0.00 4 n/a n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix-P
Weight: 32 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 cc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=7-0-0, 4=7-0-0, 6=7-0-0
Max Horz 2=109(LC 10)
Max Uplift 2=255(LC 12), 4=-255(LC 12). 6=47(1_C 12)
Max Grav 2=229(LC 1), 4=232(LC 18). 6=271(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 3-6=-203/349
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 3-11-8, Corner(3R)
3-11-8 to 7-11-0, Exterior(2N) 7-11-0 to 9-3-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
��1111111 ji, it
Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1.
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers loading
,
, U I N V
rain requirements specific
to the use of this truss component.
p
5) Gable 2-0-0
•' E�N''•• 40
SF�'.
studs spaced at cc.
6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
•
N O 68182
•:'
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) 6 except 0=1b)
2=255, 4=255.
A OF '41:
OR
111n1n1��
Joaquin Velez PE N6.68182
MiTek'USA, Inc. FL Cert 6634.
.6904 Parke East Blvd. Tampa FL 33610
Date:
May 19,2021
® WARNING -Verily 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 property incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 3/1 WATERSTONE
2742552
L01
HIP GIRDER
1
1
T24045490
Builders FirstSource (Plant City.
FLl_ Plant ra„ FI _ aua�
.....,.
Job Reference o Ilona/
. . _
amp, cu cuc i rvu i ex Inuusmes, Inc. vvee May i s 18:11:37 2021 Pagel
ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-5f?LpHeXI?dBgGl_XN 16u4ZoFfmcNDsel KT1 x3zEsHK
-1-4-0 5-1-0 7-0-0 10.0-0 13-0-0 15-0.6 20-0-0 21-4-0
1-4-0 5-1-3 1-10-13 3-0-0 3-050 2-0-6 4-11-10 1-4.0
4x6 =
sxb
3x4 = 4x6 =
Jx6 =
3x6 =
Scale = 1:36.9
m
0
A
104
O
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 ]nor NO
Code FBC2020rrP12014
CSI.
TC 0.82
BC 0.90
WB 0.36
Matrix -MS
DEFL. in floc) Udefl Ud
Vert(LL) 0.39 10-12 >615 240
Vert(CT) 0.31 10-12 >771 180
Horz(CT) -0.11 8 n/a file
PLATES GRIP
MT20 244/190
Weight: 98 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 3-2-8 oc purlins.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 3-0-9 oc bracing.
REACTIONS. (size) 2=0-4-0, B=0-4-0
Max Horz 2=172(LC 7)
Max Uplift 2=-1814(LC 8), 8=-1814(LC 8)
Max Grav 2=1516(LC 1). 8=1516(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2818/3273, 3-4=-2667/3223, 4-5=-2390/2940, 5-6=2390/2940, 6-7=-2667/3223,
7-8=-2818/3273
BOT CHORD ' 2-12=2772/2472, 10-12=-2815/2520, 8-10=-2772/2472
WEBS 4-12=11191933, 5-12=-249/277, 5-10=-249/277, 6-10=-1120/934, 3-12=-259/316,
7-10=260/316
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=oft; Cat.
); porch
ltadtf osed; Lumber DOL=1.60
E
Project e
plate pDe3) Building Designer/ agierr reRS sponsible veifYin9sPPliedroolive load shown covers ranloading requirements specific
WINto
the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
, EN S';C�,"o,=
5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
i
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.
: No 68182
* • �.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb)
2=1814, 8=1814.
=
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 384 lb up at
7-0 0, 154 lb down and 205 lb up at 9-0-12, and 154 Ib down and 205 Ib up at 10-11-4, and 173 Ib down 384 lb
•;•
i S OF �C1
and up at 13-0-0 on
top chord, and 403 lb down and 424 lb up at 7-0.0, 98 lb down and 121 lb up at 9-0-12, and 98 lb down and 121 lb up at 10-11-4,
and 403 lb down and 424 lb 12-11-4
��.�� . P ,• ��
up at on bottom chord. The design/selection of such connection device(s) is the responsibility
of others.
�j •:.0 R i �.•\ N
•
9IS�
In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
•
I S \>`,
LOADCASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Joaquin. Velez PENd.68182
MiTek USA; Inc.. FL Bert 6634.
Vert: 1-4=-54, 4-6=54, 6-9=-54, 13-16=-20
6904:PaYke East Blvd. Tampa FL 33610
Date:
flfl�.. A
Confnued on a e 2 may I V,1_U4 1
® 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
uMiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH Duality Criteria, DSB-89 and SCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qly
Ply
LOT 311 WATERSTONE
T24045490
2742552
L01
HIP GIRDER
1
1
Job Reference o tional
Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:37 2021 Page 2
ID:oHYiRCdpclquXgUg6?iPJRzdjtT-5f?LpHeXI?dBgGl XN16u4ZoFfmcNDselKTlx3zEsHK
LOAD CASE(S) Standard
Concentrated Loads (Ib)
Vert: 4=-126(F) 6=-126(F) 12=-403(F) 10=-403(F) 19=93(1`) 20=-93(F) 21=82(1`) 22=82(F)
A WARNING - Verify 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 MTek® 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 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 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
JOD Truss Truss Type Qty Ply LOT3/1 WATERSTONE
2742552 L02 Hip 1 1 T24045491
Job Reference(opt,
o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:38 2021 Page 1
1ID:oHYiRCdpclquXgUg6?iPJRzdjtT-ZsZj1df92J12SQKA54YLR16xQ3Bg6e8oG DbTWzEsHJ
--4-0 6-3� 9-0-0 11-0-0 13-N o 20-0-0 21-4-0
14-0 6.3-6 2-8-10 2-0-0 2-8-10 rvu
a
5x6 i
5x6
°xO — 6xe = 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 FBC2020rTP12014
LUMBER -
TOP CHORD 2x4 SP No.1 `Except`
4-5: 2x4 SP No.2
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
REACTIONS. (size) 2=04-0, 7=0-4-0
Max Harz 2=213(LC 11)
Max Uplift 2=-960(LC 12), 7=-960(LC 12)
Max Grav 2=812(LC 1). 7=812(LC 1)
Scale = 1:36.9
3x8 =
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TC 0.92
Vert(LL)
0.61 9-16 >394 240
MT20 244/190
BC 0.59
Vert(CT)
0.53 9-16 >452 180
WB 0.48
Horz(CT)
-0.04 7 n/a n/a
Matrix -AS
Weight: 92 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=-1183/2881, 3-4=-982/2713, 4-5=823/2413, 5-6=971/2677, 6-7=1181/2869
BOT CHORD 2-10=2421/1022, 9-10=11990/823, 7-9=2432/1021
WEBS 3-10=323/672, 4-10=-1164/339, 5-9=1186/340, 6-9=329/697
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 21-4-0 zone; porch left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 Wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=960, 7=960.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
No 68182
:0 ST OF • l�/
n i.n
Joaquin Velez PE Nd.69182
Mfrek USA; Inc. FL Cert 66M
.6904:Parke East Blvd. Tampa R. 33610
Date.
Mav 19.2021
® WARNING -Verily 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 orgy 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 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
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 3/1 WATERSTONE
T24045492
2742552
Vol
Valley
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:39 2021 Page 1
ID:20VQZH In97x9G5M9NmJalQz3Stx-1275Ezfnpctv3avMeo3a_VeEmTfRrCOxVey80yzEsH I
1-D-0 3-10-0 1 7-4-0 8-&0
' 1.01 3-10-0 3-6-0 1-4-D
4x4 =
8 7 6
3x6 11 2x4 11 3x6 11
Scale = 1:20.8
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TP12014
CSI.
TC 0.43
BC 0.11
WB 0.06
Matrix-R
DEFL. in
Vert(LL) -0.00
Vert(CT) -0.01
Horz(CT) 0.00
(loc) Well Lid
5 n/r 120
5 n/r 120
6 rile n/a
PLATES GRIP
MT20 244/190
Weight: 34 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
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0.0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 8=74-0, 6=7-4-0, 7=7-4-0
Max Horz 8=-101(LC 10)
Max Uplift 8=236(LC 12), 6=-273(LC 12), 7=8(LC 12)
Max Grav 8=209(LC 21). 6=222(LC 1), 7=233(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-228/681, 2-3=120/327, 3-4=-127/345, 4-6=-244/750
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=4011; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -1-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 3-t0-0, Corner(3R)
3-10-0 to 7-10-0, Exterior(2N) 7-10-0 to 8-8-0 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) Gable requires continuous bottom chord bearing.
%0 - U I N V "fj
,
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
�� P.4
��% ,� • G•E N '' •. �� �j
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.
No 68182
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=1b)
8=236, 6=273.
=
* ;• •; *.
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OF :4U
oo
C
A. ��Y%
nn
Joaquin Velez PE No.681.82
MITek USA, Inc. FL 6rt 6634
6904:Parke East Blvd. Tampa FL 33610
Date:
May 19,2021
A 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 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 perm anent 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 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
V02
Type
Qty I Ply I LOT 3/1
T24045493
Builders FirstSource (Plant City FL) Plant City FL -
Y
a
d
2x4
U.43U s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:40 2021 Page 1
4-4-8 ID:20VQZHln97x9G5M9NmJalQz3Stx-VEhTSJgPaw7mhkUZCVapW1 BLit_Ead65jHihYOzEsH H
4-4-8 8-9-8
4-4-8
2x4 II
4x4 =
2x4
Scale: 3/4"=1'
.g
d
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TP12014
CSI.
TC 0.61
BC 0.14
WB 0.13
Matrix-P
DEFL. in (loc) I/deft Lid
Vert(LL) n/a n/a 999
Vert(CT) n/a n/a 999
Horz(CT) 0.00 3 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 28 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=8-8-0, 3=8-8-0, 4=8-8-0
Max Horz 1=77(LC 10)
Max Uplift 1=105(1_C 12), 3=-105(LC 12), 4=103(LC 12)
Max Grav 1=139(LC 1), 3=145(LC 18), 4=275(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-4=-184/442
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; 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
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
f f
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
��- QV IN ,
V ��
chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb)
%� OP,,. • • • • •
, ••�;� C' E N S' � 14-
0.
1=105, 3=105, 4=103.
,��,
No 68182
O• S T. OF t Lcl
fit
.Joaquin .Velez PE No.68182
Mffek USA, Inc. FL Cert NX
M04:Parke East Blvd. Tampa FL 33610
Date:
May 19,2021
® WARNING - Verity 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, note
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible
injury
MiTek
personal and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSr7fp/1 Quality Criteria, DSB-89 and BCS/ Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite
6904 Parke
203 Waldorf, MD 20601
East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 311 WATERSTONE
T24045494
2742552
VO4
GABLE
2
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:40 2021 Page 1
ID:hKY1 ep9FiDwfFyJCybTuLLyv927-VEhTSJgPaw7mhkUZCVap WjBT3tO2af95jHihYOzEsHH
2-3-15
2-3-15
Scale = 1:8.6
v
c7
0
2x4 `-
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.08
TCDL
7.0
Lumber DOL
1.25
BC 0.02
BCLL
0.0
Rep Stress Incr
YES
WB 0.00
BCDL
10.0
Code FBC2020ITP12014
Matrix-P
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
REACTIONS.
(size) 1=2-3-15, 3=2-3-15
Max Harz 1=49(LC 12)
Max Uplift 1=-20(LC 12), 3=-45(LC 12)
Max Grav 1=58(LC 17), 3=64(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
2x4 II
DEFL. in (loc) I/defl 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: 7 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-3-15 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=25ft; B=451t; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3.
J%I_I I111 C1I1"
�-;.0P&IN
No 68182
:ems
%� ST OF
Joaquin Velez PE Nd.66182
Mriek USA, Inc. FL Cert 6634
69114•Parke East Blvd. Tampa FL 33610
Date,
May 19,2021
® WARNING - Verilydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51IM020 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 ANS11TPl1 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
Truss Truss Type Qty Ply LOT 311 WATERSTONE
V05 GABLE 9 1 1 T24045495
Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr20 2021yMiTek Industries, Inc. Wed May 19 18:11:41 2021 Page 1
4-3-15 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-zQFrffhl LE7dJu3lmC523wkYIHKLJ6P EyxRF4rzEsHG
4-3-15
2
v
a
d
2x4 i
2x4 II
LOADING (psf)
I
SPACING- 2-0-0
CS1.
DEFL.
in (loc)
I/defl L/d
TCLL 20.0
Plate Grip DOL 1.25
TC 0.47
Vert(LL)
n/a
n/a 999
TCDL 7.0
Lumber DOL 1.25
BC 0.15
Vert(CT)
n/a
n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT)
0.00
n/a n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix-P
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (size) 1=4-3-15, 3=4-3-15
Max Horz 1=111(LC 12)
Max Uplift 1=46(LC 12), 3=-102(LC 12)
Max Grav 1=134(LC 17), 3=147(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-148/291
Scale = 1:13.6
PLATES GRIP
MT20 244/190
Weight: 15 lb FT = 20%
Structural wood sheathing directly applied or 4-3-15 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)
3=102.
I N �, VE�cc
No. $8182
fit: :ir•-
%��• ST. OF
♦♦,,� , �c� O R 1 O P :;_,��
4411,
Joaquin Velez PE Nd,68182
Welt USA; Inc. FL Cert 6634
60kNirke East Blvd. Tampa FL 33610
Date:
May 19,2021
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 MiTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd.
Tampa, FL 36610
Symbols
PLATE LOCATION AND ORIENTATION
1 3/4' Center plate on joint unless x, y
offsets are indicated.
17-1 Dimensions are in ft-in-sixteenths.
J�Apply plates to both sides of truss
and fully embed teeth.
0-11fi r
For 4 x 2 orientation, locate
plates 0- 'lid' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
`Plate location details available in MiTek 20120
software or upon request.
PLATE SIZE
The first dimension is the plate
4 x 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
LATERAL BRACING LOCATION
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T or I bracing
if indicated.
BEARING
Indicates location where bearings
(supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Min size shown is for crushing only.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
O
2
U
a
O
E-
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
—i (Drawings not to scale)
1 2 3
TOP CHORDS
8 7 6 5
0
It
O
2
U
0-
0
1—
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
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®
MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020
A General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g.
diagonal 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 ANSIITPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI 1.
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design is not applicable for
use with fire retardant, preservative treated, or green lumber.
10. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice is to
camber for dead load deflection.
11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
12. Lumber used shall be of the species and size, and
in all respects, equal to or better than that
specified.
13. Top chords must be sheathed or purlins provided at
spacing indicated on design.
14. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
15. Connections not shown are the responsibility of others.
16. Do not cut or alter truss member or plate without prior
approval of an engineer.
17. Install and load vertically unless indicated otherwise.
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19. Review ail portions of this design (front, back, words
and pictures) before use. Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture in accordance with
ANSI/TPI 1 Quality Criteria.
21.The design does not take into account any dynamic
or other loads other than those expressly stated.