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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200
D Maitland, Florida 32751
P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com
u Website: www.fdseng.com
ENGINEERING ASSOCIATES
March 18, 2021
Building Department
Ref:
Adams Homes
Lot:
Lot 13 Blk. 2
Subdivision:
Fort Pierce - Waterstone
Address:
8109 Amalfi Cir.
Model:
2508 CR LHG 3CF
KA #
21-3107
Truss Company:
Builders First'Source
Date of drawings:
3/16/21
Job No.: -
2699593
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 fps o I 1 111111
confirming all quantities and dimensions; selecting appropriate fabrication proces *gs°�iid? Ag LO T 4�
techniques; and coordinating work with all other trades.J� . •''\ C E •N' ,(���0
MAC �/ .• �. S' ••-T�0OI
Note: Truss ID's may vary. ,� ;• No 878 •';N 'g
4
If you have any questions, please do not hesitate to call.46
y� ' STA
Sincerely, 9 ; ° ; •'���
3/18/2021i
Carl A. Brown, P.E. Luis Pablo To es, P.E.
FL. # 56126 FL. # 87864
FDS Engineering Associates, A TSG Company
"Your Building Code Experts"
i
C1
04- 0 21-00-00
47 v r2 N ; O C CD
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E7LV
\ 2_g _I
E7V
[7/12 Vault < __ ,
CONNECTORS SCHEDULE
ROOF TRUSS
Q
ID
MODEL ROOF UPLIFT SYNI
0
A'
LUS24 / JUS24
895 / 835
4901610
0
A
HTU26/ THD26
3600 / 3470
1555 ! 23300
B
HTU28 / THD28
4680 / 6040
2140 / 23300
NLA
C
HTU26-2 / THD26-2
3600 13355
2175 / 23400
D
HTU28-2 / THD28-2
4680 / 5005
3485 / 25950
E
HGUS26-21 THDH26-2
5320 /5245
2155/2340
0
F
i HGUS26-27 THDH28.2
7460 / 8026
3235 / 3330
1L,
0
G
HGUS26-3 / THDH26-3
5230 / 5245
2155/2340
0
H
HGUS28-3 / THDH28-3
7460 / 7835
3235 / 4370
u1
0
J
THJA26 / HJC26
9100 / 8990
4095 / 4370
1
32
3X8NOP
CAUTIONM
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (ie. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hours And Investigation By
Builders First Source.
NO EXECPTIONS.
The General Contractor Is Responsible
For All Connections Other Than Truss
to Truss, Gable Shear Wall, And
Connections. Temporary and
Permanent Bracing, And Ceiling And
Roof Diaphragm Connections.
ROOF PITCH: 6112
CEILING PITCH: 3112
TOP CHORD SIZE: 2 X 4
BOTTOM CHORD SIZE: 2 X4
OVERHANG LENGTH: 16"
END CUT. Plumb
CANTILEVER: —
TRUSS SPACING: 24"
BUILDING CODE: FBC2020
BEARING HEIGHT SCHEDULE
Hatch Legend
10'-w of
BUILDER:
Adams Homes
PROJECT:
Single Family
MODEL:
2508 CR 3CAR
El Reviewed end Approved ❑ Revise and Resubmit
ADDRESS: 8109 AMALFI CIR
❑ Reviewed wahNotatima ❑ Not REviewed(see, explanation)
LOT/BLOCK:
1312
Corrections or commeds, made on equipmem submithls or shop drawings dazing Ibis review do
S BDIVISION:
WATERSTONE
nat relieve contractor from complianrn with requirements of the drawings and sped5ratioas.
CITY: FT PIERCE
This check is only fro ®fammm review of general o�with the concept of the project and
general compfiam with the i-f—stivn given in the cantina dots. The ®tractor is
DRAWN BY: KSANCHF2
responsible for confr®g and Lwndating all glnntities and dia—suns; selecting f ibdcidne,
2699593
procsses and techmgves of construction; uoord®ting his work with that of all Other trades
perfo�ghis wodc inn safe and satisfactory mamrer
DATE: 03/1412021 SCALE: NTS
FDS ENGINEERING ASSOCIATES
PLAN DATE: 1 2020
Date: 03/12QO21 By- BH
's
REVISIONS:
SubmittalNo.: Project No.:21-3107 PmjeaFng: uses
PrcjedNsma Adams Homes -Ft Pierm- Waterstone I.ot 13 BUL 2
1'
2.
3.
VERIFY ALL DIMENSIONS AND CEIUNG CONDNIONS PRIOR TO APPROVAL
SOME MUNG FRAMING REOUIRED IN FIELD BY WU R
4.
MAINMOFORCERESWRIOSYSTEMIC MRIDWINDASCET46 IMPORTANT
p ENCLOSED
BOGEXPOSURE CATEGORY C
J (0 OCCUPANCY CATEGORY II This Drawing Must Be Approved And
WIND LOAD o MEN Returned Before Fabrication Will
WIND IMPORT IMPORTANCE FACTOR 1.Oo
TRUSSES HAVE BEEN DESIGNED FOR A 16.0 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All
B05 NONCONCURRENT WRH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To
Of Plan.
B04 ROOF LOADING FLOOR LOADING SIGNATU Epproval BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE
BO3 c o TOLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED.
m TCDL: 07 PSF TCDL: 10 PSF
BCDL: 10 PSF BCDL: 5 PSF By Date
18-08-00 10-00-00 9-04-00 8-08-00 13-04-00 TOTAL: 37 PSF TOTAL: 55 PSF
60-00-00 DURATION: 1.25 DURATION: 1.00
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely: on lumber values:established by:others.
ti RE: 2699593 - LOT 13/2 WATERSTONE MiTek USA, Inc.
Site Information: rr6904 Parke East Blvd.
Customer Info: Adams Homes Port St Lucie Project Name: 2699593 Model: 2508 3' Ft_ 33610-4115
Lot/Block: 13-2 Subdivision: WATERSTONE
Address: 8109 Amalfi Cir, .
City: Fort Pierce State: • FL
Name Address and License # of Structural Engineer of Record, If there is one; for the building..
Name:
License #:
Address:
City:
State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TPI2014 .
Design Program: MiTek 20/20 8.4
Wind Code: N/A ,
Wind Speed: 1.60 mph
Roof. Load: 37.0 psf
Floor Load: N/A psf
This package includes 46 individual, Truss Design Drawings and 0 Additional Drawings.
:With my seal affixed'to this sheet, I hereby certify that I am:the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of
the Florida
.Board of Professional Engineers Rules.
No. Seal# Truss Name
Date
No.
Seal# Truss Name Date
1 T23213294 A01 _
2 T23213295 A01A
3/16/21
3/16/21
23
24
T23213316 B06 3/16/21
T23213317 B07
3 T23213296 A01 B
3/16/21
25
3/16/2-1
T23213318 B08 3/16/21
4 T23213297 A02
5 T23213298 A03
3/16/21
26
T2321.3319 B09 3/16/21
6 T23213299 A04
3/16/21
3/16/21
27
28
T23213320 B10 3/16/21
T23213321 B11 3/16/21
.7 T23213300 A05
8 T23213301 A06
3/16/21
3/16/21
29
30
T23213322 B12 3/16/21
T23213323.C1
9 T23213302 A07
10
3/16/21
31
3/16/21
T23213324 C3 3/16/21
T23213303 A08
11 T23213304 A09
3/16/21
3/16/21
32
33
T23213325 C5 3/16/21
T23213326 D01 3/16/21
12 T23213305 A10
13 T23213306 A11
3/16/21
.34:
T23213327 D01S 3/16/21
14 T23213307 Al2
3/16/21
3/16/21
35
36
T23213328 D02 - 3/16/21
T23213329 'ET 3/16/21
15 T23213308 A13
16 T23213309 A14
3/16/21
37
T23213330 E7V 3/16/21
17 T23213310 A15
3/16/21
3/16/21
38
39
T23213331 E7VA 3/16/21
T23213332 E7VB 3/16/21
18 T23213311 A16
19 T23213312 A17
3/16/21
40
T23213333 E7VC 3/16/21
20 T23213313 B03
3/16/21
3/16/21
41
42
T23213334 . F01 3/16/21
T23213385 H7 3/16/21
21 T23213314 B04
22 T23213315 B05
3/16/21
43
T23213336 H17 3/16/21
3/16/21
44
T23213337 PB1 3/16/21
The truss drawing(s) referenced above have been prepared by MiTek USA, Inc.
under my direct supervision based. on the parameters .p'QUIN�'I/F�!����
provided by Builders FirstSource (Plant City, FL). .� �� G EN
Truss Design Engineer's Name: Velez, Joaquin818.2
My license renewal date for the state of Florida is February 28, 2023.
IMPORTANTNOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek or TRENCO. Any project specific information included is.for MiTek's or
TRENCO's customers file reference purpose only, and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability of the design parameters or the designs for any particular building. Before use,
the building designer should verify applicability of design parameters and properly
incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2.
.March 1.6,2021
Velez, Joaquin 1 of 2
. .. Mi
aqua
MiTek'
RE: 2699593 -LOT 13/21NATERSTONE MiTek USA, Inc.6904 Parke East Blvd.
Tampa, FL 33610-4115
Site Information:
Customer Info: Adams Homes Port St Lucie Project Name: 2699593 Model: 2508 SCAR
Lot/Block: 13-2 Subdivision: WATERSTONE
Address: 8109-Amalfi Cir,
City: Fort Pierce State: - FL
No. Seal# Truss Name Date
45 T23213338 PB2 3/16/21
46 T23213339 PB3 3/16/21
2 of 2
Job Truss
Truss Type
Qty
NE-
2699593 * A01
SPECIAL
5
T23213294
�Re
Builders FirstSource (Plant City, FL),
1-4- 5-3-0
4 0
Plant City, FL - 33567,
8-10-8 14-11-8
6 1 0
8.430 s Feb 12 2021 MITEkandustries, Inc. Mon Mar 15 15:38:23 2021 Page 1
ID?lYDfltmYJlNmupVDA3te2z4H2S-anEAS6t6iYzrBixJQaFAmNd2_QwFG m_O?ZFojzaej_
21-0-0 25-4-0 29-8-0 35-8-8 41-10-15 46-7-4 8-0-
6-0-8 4-4-0 4-4-0 6-0-8 6-2-7 4-8-5 -4-1
Scale = 1:91.8
5x6 =
M
0
6.00 12
5x6 i
4
3x6 i
1.5x8 STP = 3
29
2 810 9
1 3x4 — 18
22 21 20 3x6 =
4x6 = 2x4 ll 6x8 =
3x6 - 30
5
3x6 = 5z6 =
6 31 7 32 3334 8
38 . 39 17 16 40
3x8 = 3x8 =
35 3x6
9
41 15 14 42 43 13
3x8 =
3x6 =
3x8 MT20HS =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL)
TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT)
BCLL 0.0 * Rep Stress Incr YES: WB 0.59 Horz(CT)
BCDL 10.0 Code FBC202091312014 Matrix -AS
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 *Except*
4-21: 2x4 SP No.3 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 11=0-7-4, 21=0-3-8 WEBS
Max Hors 2=419(LC 11)'
Max Uplift 2=-492(LC 12), 11=911(1_C 12), 21=1146(LC 12)
Max Grav 2=367(LC 23), 11=1778(LC 18), 21=2134(LC 17)
FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (ib) or less except when'shown.
TOP CHORD 2-3=-366/761, 3-4=-310/417, 4-5=-1385/843, 5-6=-1837/1250, 6-7=-1583/1214,
7-8=-1878/1327, 8-9=-2133/1362, 9-10=-3023/1620, 16-11=-3266/1758
BOT CHORD 2-22=-644/251, 21-22=-644/251, 19-21=-1949/939, 4-19=-1946/916, 16-18=-696/1623,
15-16=-712/1787, 13-15=-1133/2318, 11-13=-1452/2869
WEBS 4-18=-596/1610, 5-16=-17/251, 6-16=-228/615, 7-16=-449/289, 8-15=-283/664,
9-15=-784/566, 9-13=91/585, 10-13=-337/344, 5-18=-779/542, 3-22=-547/217,
3-21=-402/888
in (loc) I/defl Ud
-0.28 13-15 >999 240
-0.50 13-15 >607 180
0.08 11 n/a n/a
5x6
10 1.5x8 STP =
36
M-<Z)11
12 Id o
IN
4x6 =
PLATES
GRIP
MT20
244/190
MT20HS
187/143
Weight: 271 lb
FT = 20%
Structural wood sheathing directly applied, except
2-0-O.oc purlins (4-3-0 max.): 6-8.
Rigid ceiling directly applied. Except:
3-9-0 oc bracing: 19-21
1 Row at midpt . 7-16, 7-15, 9-15
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=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 21-0-0, Exterior(2R)
21-0-0 to 25-0-0, Intedor(1) 25-0-0 to 29-&0, Exterior(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer/.Project engineer responsible for verifying applied rooflive_load'shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will.fit between the bottom chord and any other members, with BCDL = 10.Opsf. -
8) Provide mechanical connection (by others) of truss to bearing. plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb)
2=492, 11=911, 21m1146.
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.
10) Graphical purlin representation does not depict the size or the orientation, of the pudin along the top anNor bottom chord.
1111'1 ji -
,�,.oPQviN
t, Fr•
No. 6,81'82
S (OF
iO
1 • /� i .Z 1
�rr�� < R
ON:AL
irnpa',FL 33610;
t March 16,2021
® 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 MiTekO connectors. This design is based only upon parameters shown, and is for an individual building cemponent,.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 A 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?Pl1 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
6
0
12699593'
Truss Truss Typ
A01A SPECIAL
Qty
Ply:
1
1
LOT
T23213295
uunai
oource (Plant City, FL), Plant City, FL - 3356718.430 s Feb 12 20.21 M Tek,Industries, Inc. Mon Mar 15 15:38:25 2021 Page 1
ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-W9MwtovME9DZQ?5hX?HeroiNBEegkwhHTJ2Lrczaeiy
1-4- 6-1-8 7 2-1 9-7-11 14-11.8 21.0-0 25-4.0 29-8-0 35-8-8 41-10-15 46-7-4 8-0• -4-0 6-1-8 -1- 2-4-15 5-3-12 6-0.5 4-4-0 4-4-0 6-0-8 6-2-7 4-8-5 8
5X
3x4 I I
2x4 4
1.5x8 STP =
30 3
1
c� 2
1 4x6 =
38 23 22
46 = 6x8 =
6.011 12
20
3x6
5x6 =
40 19 0
3x8 MT20HS =
3x8 =
3x6 = 5x6 =
933 3435 10
42 11 16 43
3x8 =
3x8 MT20HS=
Scale= 1:91.8
5x6 Q M
12 1.5x8 STP —
37
13 T
14 IT 0
15 IN
3x6 = 4x6 =
7-2-12
6-8 . 12-1-7 21-0-0 29-8-0 38-7-11
6-1-8 0- -0 4-10-11 8-10-9 46-7A
- 0-11-0 - 8-&0. B-11-11 7-11-9
re.., ..., .., - - - -- --- - - - - -
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
CS].
DEFL.
in (loc)
I/dell
TC 0.63
Vert(LL)
-0.3015-17
>999
Bc 0.81
Vert(CT)
-0.52 15-17
>631
WB 0.50
Horz(CT)
0.12 13
n/a
Matrix -AS
LUMBER- BRACING -
TOP CHORD 2x4 SP NO.2 TOP CHORD
BOT CHORD 2x4 SP No.2 *Except*
4-23: 2x4 SP No.3, 13-16,16-19: 2x4 SP No.1 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 13=0-7-4, 23=0-4-0 WEBS
Max Horz 2=419(LC 11)
Max Uplift 2=-379(LC 12), 13=-968(LC 12), 23=1082(LC 12)
Max Grav 2=275(LC 21), 13=1881(LC 18), 23=2170(LC 17)
FORCES. (Ib) -Max. Comp./Max. Ten.:- All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-293/402, 3-4=-301/458, 4-6=-215/344, 6-7=-2494/1501, 7-8=-2223/1472,
8-9=-1949/1420, 9-10=-2084/1462, 10-11=-2362/1515, 11-12=-3249/1770,
12-13=-3485/1901
BOT CHORD 2-23=-376/122, 21-23=-2052/907, 4-21=-266/201, 20-21=-1035/2162, 18-20=-1086/2397,
17-18=-881/2123, 15-17=-1266/2521, 13-15=-1578/3063
WEBS 7-18=-416/405, 8-18=-323/768, 9-18=-343/212, 10-17=-349/783, 11-17=-782/563,
11-15=-93/584, 12-15=-329/340, 3-23=-169/344, 6-20=0/394, 6-21=-2730/1189
Ud
PLATES
GRIP
240
MT20 -
244/190
180
MT20HS
187/143
n/a
Weight: 270 lb
FT = 20%
Structural wood sheathing directly applied, except
2-0-0 oc purlins (4-0-4 max.): 8-10.
Rigid ceiling directly applied. Except;
3-8-0 oc bracing: 21-23
1 Row at midpt 7-18, 9-18, 9-17, 11-17, 6-21
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=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2R)
21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load'shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a'10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load, of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
8) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except 0=1b)
2=379, 13=968, 23=1082.
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.
10) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord.
® WARNING - Verify design parameters and READ NOTES ON THIS AND'INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPI1 Quality Criteria, DSB-89 and BCSI Building Component
SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
�� � �v� G E�N S� ? •�,.
is
No 68182
-0
•ct�
53, `ST OF ZUZ
�11161/1I��
Jo, aq'VIn Velez PE.N0.68182.
MITe�.USA„Inc. _FL.Urt 6634 .
�:6904 Palke'East Blvd. TampaFL 3361D
Dater
March 16,2021
MiTek'
6904,Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply.
LOT 13/2 WATERSTONE
T232 3296
2699593
A018
HIP.
1
1
Job Reference (optional)
--- - - ------ -- • - • -••+• -�• • •-••• �•v• • - ����• , o. u s reu rc cut i Iwl I eKlnuusIDes, Inc. ivion mar io jo:;j0:z6 zUZI Hage 1
I D:YuAUBcHPWCx6 Rhn N P_DwTzU6L_-?Lw148v??TLQ29gt5iotO?FZvdygTFvQizovN2zaeix
1-4 4-3-6 8-0-5 14-6-3 21-b-0 25-4-0 29-8-0 35-1-14 4b-7-11 46-7-4 8-0-
w -4- 4-3-6 3-8-15 6+5-13 6-5-13 4-4-0 4-4-0.5-5-14 5-5-14 5-11-9 -4-1
a
5x6 =
3x6 =
Sx6 =
20 sxo — ,. 3x6 = 3x6 = 4x6 =
4x6 =
6x12 MT20HS = 3x8 3x8 MT20HS =
Scale = 1:89.3
LOADING (pso SPACING- 2-0-0 CSL
DEFL.
in ([cc) Well Ud PLATES
GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56
Vert(LL)
-0.27 15-17 >999 240 MT20
244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94
Vert(CT)
4.45 15-17' >999 180 MT20HS
187/143
BCLL 0.0 Rep Stress Incr YESWB 0.95
Horz(CT)
0.09 11 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS
Weight: 274 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except
BOT CHORD 2x4 SP No.2 'Except*
2-0-0 cc purlins (42-15 max.): 6-8.
42x4 No.3
BOT CHORD
Rigid7ceiling directly applied..
WEBS 2xx44 SP Nb.3
WEBS
1 Row at midpt 5-1.7, 7-17, 7-15
REACTIONS. (size) 2=0-8-0, 20=0-5-0, 11=0-7-4
Max Horz 2=419(LC11)
Max Uplift 2=221(LC 12), 20=-1040(LC 12), 11=-915(LC 12)
Max Grav 2=277(LC 21), 20=2308(LC 17), 11=1783(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten.:- All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-243/268, 3-4=-277/733, 4-5=-1810/1073,.5-6=-1865/1202, 6-7=-1617/1179,
7-8=-1887/1271, 8-9=-2136/1320, 9-10=-2978/1591, 10-11=3172/1666
BOT CHORD 19-20=-2114/1134, 4-19=-1999/1169, 18-19=-438/288, 17-18=-664/1781,
15-17=-680/1838, 13-15=-1048/2270, 11-13=-1346/2781
WEBS 3-19=-604/344, 4-18=-995/2050, 5-18=-390/377, 6-17=-219/610, 7-17=-451/266,
8-15=-299/683, 9-15=-758/537, 9-13=-165/640, 10-13=-347/343
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2R)
21-0-0 to 26-7-14, Interior(1) 26-7-14 to29-8-0, Exterior(2R) 29-8-0 to 35-1-14, Interior(1) 35-1-14 to 48-0-0 zone;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
8) Provide mechanical connection (by others) of truss to'bearing plate capable of withstanding 100 lb uplift atjoint(s).except (It=1b)
2=221, 20=1040, 11=915.
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.
10) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord.
;' N o 6818.2 % -0'
March 16,M21
® WARNING - Verify design parameters and READNOTESON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 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, nat ��
a truss system. Before use; the building designer must verify theapplicabilityof 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 - MI F
is. always required far stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSf?P11 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.
D 20601 Tampa, Parke
36610
East
Job
Truss
Truss Type
Qty
Ply
LOT 13/2 WATERSTONE'
T23213297
2699593
A02-
SPECIAL
1
1
Job Reference (optional)
GUIIOers rlrsiSource (Plant City, FL),,
�1-4-Q 6-0-14
Plant Ulty, FL - 335br,
8-11-0 13-0 4
15-4-5 , 21-0-0
8.43U s Feb 1Z. ZU21 MI I etc mdustnes, Inc. Mon Mar 15 15:38:28 2021 Page 1
ID?1YDfitmYJ1 NmupVDA3te2Z4H2S-xkl3VgxFX4b7HTgGC7rLTQKsTRjcxBOj9HH?Sxzaeiv
25-4-0 29-8-0 35-3-11 ,31-1-12 45-7-8
ti-4.d 6-0-14
2-10-2 . 4=1-4
2-4-1 5-7=11
4-4-0 4-4-0 5-7-11 2-4-1 7-11-12
Scale = 1:85.9
v
5x6
6.00 r12
3x6 = 5x6 =
•
7 32 8 33 34 9
3x6 Q 31
35 3x6
Sx6 i
_ 6
10
5x6
5
11
3x4 I I
M
2x4.
4
4x6 -:Zz- d
3'
12
—
1.5x8 STP —
13 q
30
Io
0.
.. c5
1 2
5x6 =
19
18 38 39 17 16 15 14 N
I0
1
3x6 =
5x12 = 3x8 = 3x8 — 3x6 = 2x4 115x8 I I
37
21
22
46 =
6x12 MT20HS II
8-8-0 8-19-0 15-4-5
, 21-0-0
25-4-0 ,
29-8-0 35-3-11 37-7-121 45-7-8
8-8-0 0- -0 '6-5-5
5-7-11
4-4-0
4-4-0 5-7-11 2-4-1 7-11-12
-
Plate Offsets (X,Y)-- [5:0-3-0,0-3-0] [7:0-3-0 0-2-0], [9:0-3-0 0-2-0] [11:0-3-0,0-3-0], [13:0-6-0 0-0-6] [18:0-5-12 0-3-0] [22:0-3-8 Edge]
LOADING (psf)
SPACING- 2-0-0
CS].
DEFL.
in (loc) I/dell Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.75
Vert(LL)
0.42 22-29 >250 240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.60
Vert(CT)
0.36 22-29 >296 180
MT20HS
187/143
BCLL 0.0
Rep Stress Incr . YES
WB 0.78
Horz(CT)
0.08 19 n/a n/a
BCDL 10.0
Code FBC2020/rP12014
Matrix -AS
Weight: 282 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except'..
TOP CHORD
Structural wood sheathing directly applied.
11-13: 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied. Except:
BOT CHORD 2z4 SP M, 31 *Except*
5-10-0. oc bracing: 20-22
18-20,16-18: 2x4 SP No.1
WEBS
1 Row at midpt 5-20, 8-18, 8-17
WEBS 2x4 SP No.3'
SLIDER Right 2x6 SP No.2 -t 1-11-12
REACTIONS. (size) 13=0-3-0, 2=0-8-0, 22=0-3-8
Max Horz 2=403(LC11)
Max Uplift 13=-776(LC 12), 2=-506(LC 12), 22=-1108(LC 12)
Max Grav 13=1622(LC 18), 2=409(LC 23), 22=2021(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-319/676, 3-4=-194/548, 4-5=-181/671, 5-6=-1623/1282, 6-7=-1708/1303,
7-8=-1485/1263, 8-9=-1727/1327, 9-10=-1956/1366, 10-11=-2363/1547,
11-13=-2560/1509
BOT CHORD 2-22=-656/223, 20-22=-1775/698, 19-20=-840/1308, 18-19=-894/1576, 17-18=-824/1657,
15-17=-109612040,14-15=-1167/2174,13-14=-1166/2176
WEBS 5-20=-1932/720, 3-22=-291/490, 7-18=-248/560, 9-17=-272/592, 8-18=-401/231,
6-19=-309/172, 5-19=-112/561, 10-15=-162/357, 10-17=-524/449, 11-15=-2861212
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=7ft; 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 21-0-0; Exterior(2R)
21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 45-7-8 zone; porch left exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 waterponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom.chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL= 10.Opsf. '
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except (jt=1b)
13=776, 2=506, 22=1108.
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.
March 16,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1 §12020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,.and is for an individual building companeni, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall qiTeic*
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 iVl
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pll 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 3661b
Job
Truss
Truss Type
Qty
Ply
LOT 13/2 WATERSTONE
r e
TP3213298
2699593
A03
SPECIAL
1
1
Job Reference (optional)
omiugrs rnsrauurce tridin Wuy, rLl, Moil uny, rL - 33DDr, b.43U s IreD iz zuzl MI I eK Inaustrles, Inc. Mon Mar 1b 15:3ti= zuzi Hage 1
ID:?lYDfltmYJ1 NmupVDA3te2z4H2S-t79pwWyV3hrrXn_fKYtpYrQCzFRuPApOdbm6Wpzaeit
t1-4-Q 6-0-10 , 8-11-0 12-11-10 19-0-0 25-4-0 31-8-0 37-8-6 45-7-8
i-4- 6-0-10 2-10 6 4-0-10 6-0-6 6-4-0 .6-4-0 6-0-6 7-11-2
6.00 12 5x6 = 2x4 I I
6 29 30 731 32
5x6 i
28
5
3x4 I I
2x4'.\\ 4 .
3
1.5x8 STP =
27
7.
1 2 4x6 = 16 36 15 37 14 38
0 35 19 18 3x6 = 3x8 MT20HS = 3x8 =
4x6 = 6xl2 MT20HS I I
8-8-0 8-11-0 15-7-9 75_d_n
LOADING (psf) SPACING- 2-0-0' CSI. DEFL.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL)
TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT)
BCLL 0.0 * Rep Stress Incr YES: WB 0.50 Horz(CT)
BCDL 10.0 Code FBC2020rrP12014 Matrix -AS
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except*. TOP CHORD
8-11: 2x4 SP No.1 BOT CHORD
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3 WEBS
SLIDER Right 2x6 SP No.2 -t 1-11-12
REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8
Max Horz 2=362(LC 11)
Max Uplift l l=-776(LC 12), 2=-504(LC 12), 19=-1111(LC 12)
Max Grav 11=1655(LC 1.8), 2=415(LC 23), 19=2038(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-299/672, 3-4=-174/540, 4-5=-135/619, 5-6=-1743/1297,.6-7=-1992/1429,
7-8=-1992/1429, 8-9=-2472/1530, 9-11=-2625/1539
BOT CHORD 2-19=-659/236, 17-19=-1788/694, 16-17=-880/1369, 14-16=-811/1615, 12-14=-897/1785,
11-12=-1215/2242
WEBS 5-17=-2071/802, 5-16=0/515, 6-14=-269r787, 7-14=-374/383, 8-14=-141/375,
8-12=-250/704, 9-12=327/427, 3-19=-299/503
5x6 =
8
33 2x4
9
13 3912
3x6 = 3x6 =
in (loc) I/deft. L/d'
0.42 19-26 >250 240
0.36 19-26 >296 180
0.07 11 n/a n/a
Scale = 1:85.9
34
PLATES
GRIP
MT20
244/190
MT20HS
187/143
Weight: 247 lb
FT =:20%
Structural wood sheathing directly applied.
Rigid ceiling directly applied. Except:
5-10-0 oc bracing: 17-19
1 Row at midpt 5-17, 6-16
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=45f; L=40ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Extedor(2R)
19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Exterior(2R) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 4577-8 zone; porch left exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer/'Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use.of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a'10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
11=776, 2=504, 19=1111.
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 BE No.68182.
MFrek USA,;Inc..EL:Cert 6634 , .
6 , P--' EaiiliI1 :Talnpa!FL33610:
date._
March 16,202.1
® WARNING —Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. OFDesign valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building ccImponent,rnot
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 ANS11TPH Quality Criteria, DSB-89 and SCSI Building Component 8904 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 13/2 WATERSTONE-
T23213299
2699593
A04
SPECIAL
1
1
Job Reference (optional)
... •"'•""""'� �• •" •• ^n • �n .. ���r, - ��� - a.4ou s reo izc zuzl ivii IeK mauslnes, Inc. mon mar 15 15:3tf:3I ZU21 Page 1
ID?lYDfitmYJ1 NmupVDA3te2z4H2S-LJjB7rz7q?zi8wZruGO253yNheke8eg9rFVg3Gzaeis
�1-4-q 6-1-8 8-11-0 12-6-5 17-0-0 22-2-12 28-5-4 33-8-0 38-3-8 _ 45-7-8
-1-4-0 2-9-8 3-7-5 4-5-11 5-2-12 .6-2-8 ' 5-2-12 4-7-7 7-4-0
1.5x8 STP =
29
� 38
4x6 =
6.00. 12 5x6 =
3x6 =
6 31 7 3233
5x6 i
5 30
3x4 II
2x4 �� 4
3
9
5x6 -
21 20
6x12 MT20HS I I
ss:e:er�rxer�i�
18 3917 40 16 41
3x8 = 3x8 MT20HS = 3x6 =
Scale = 1:83.9
5x6 = 5x6 =
8 34 935 36
3x6
10
�37
46
11
m
33-8-0
42 15 14
3x8 =
3x8 MT20HS
13
2x4 II
12 n
Ics lc
�
5x8 I I
LOADING (pso SPACING-' 2-0-0 CSI. DEFL. in ([cc) I/defl L(d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.43 21-28 >248 ' 240 MT20 244/190
TCDL 7.0 Lumber DOL 1:25 . BC 0.64 Vert(CT) 0.36 21-28 >294 180 MT20HS 187/143
BCLL 0.0 ' Rep Stress Jncr YES WB 0.40 Horz(CT) 0.08 12 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 255 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied.
9-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except:
BOT CHORD 2x4 SP M 31 *Except* 5-9-0 cc bracing: 19-21
17-19,15-17: 2x4 SP No.1 WEBS 1 Row at midpt 5-19, 7-18, 8-14
WEBS 2x4 SP No.3
SLIDER Right 2x6 SP No.2 -t 1-11-12
REACTIONS. (size) 12=0-3-0, 2=0-8-0, 21=0-3-8
Max Horz 2=321(LC 11)
Max Uplift 12=-776(LC 12), 2=505(LC 12), 21=-1110(LC 12)
Max Grav 12=1626(LC 18), 2=395(LC 23), 21=2019(LC 17)
FORCES- (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-246/668, 3-4=-96/545, 4-5=-99/620, 5-6=-1740/1286, 6-7=-1529/1224,
7-8=-2197/1502, 8-9=-2039/1393, 9-10=-2286/1463, 10-12=-2582/1514
BOT CHORD 2-21=-650/192, 19-21=-1768/691, 18-19=-855/1207, 16-18=-1086/2040,
14-16=-1162/2145,13-14=-1196/2203,12-13=-1196/2203
WEBS 5-19=-1926/788, 5-18=-28/589, 6-18=-266/579, 7-18=-842/464, 7-16=-33/431,
8-14=-435/301, 9-14=-353l752, 10-14=-364/312, 3-21=-296/498 ``\\\IFI1f111
NOTES-
1) Unbalanced roof live loads have been considered for this design. A.;
,� \ G E• S F� �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=7ft; 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 17-0-0, Exterior(21R)
17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Exterior(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 45-7-8 zone; porch left exposed;C-C ,� • No6$1'82'
for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 y
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.
s �•
4) Provide adequate drainage to prevent water ponding. � v
5) All plates are MT20 plates unless otherwise indicated. �.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0� T • Q� ��
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
l fit
ween the bottom chord and any
8) Prlovllde m mechanical connection (by others)other of trussrto bearing lplate capable of withstanding 100 lb uplift at joint(s) except at=lb) �X*A�IS��NAL
12=776, 2=505, 21=1110,
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 Joaquin Velez PE N6.661.82..
sheetrock be applied directly to the bottom chord. MiTak IJSA_ Ine. 01_ Nrt ARRA
ta;FL 33616
March 16,2021
® WARNING. verify design parameters and READ NOTES ON"THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/i 9/2020 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 . ANSYTPI1 Quality Criteria, DSB-89 and SCSI Building Component Parke East
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd.
D 20601 Tampa,
Job
Truss
Truss Type
Qty
Ply:
13/2 WATERSTONE:
FT T23213300
2699593
A05
SPECIAL
1
1
Reference (optional)
--,- -,--------..._..._......... ..._ rouarou 1«—iivn,cnuwusuies,mc. munmario Io:ap:aazuzi rages
ID:? 1 YDfitmYJ 1 NmupVDA3te2z4H2S-HiryYX?O McEQOEiE?gQ WAU2pSS OOcReSJZ_m78zaeiq
,1-4-q 6-8-2 , 8-11-8 - 15-0-0 21-11-7 29-4-4 35-8-0 40-11-3 45-7-8
'I-4-v b-e-2 6-10-7. 7-5-13- 6-3-125-3-2 4-8-5
6.00. 12 5x8 =
.5x6 =
3x6 =
5x6 =
5
29 30 6 31
7 32 33
8
5x6 G
28
4
2x4 \\
3
1.5x8 STP -
27
7,
O1 1 2
'S
5x8 = 37 38
16 15 3940 14
41 A2 13
12
36 18
3x6 = 3x8 MT20HS = 3x6 =
3x8 =
19
3x8 MT20HS
4x6 =
6x12 MT20HS II
8-8-0 8-11-8 17-3-2
26-5-12
35-8-0
8-8-3-9
: 9-2-10
9-2-4
Plate Offsets (X,Y)-- ..[2:0-3-0,0-1-101,[4:0-3-0
0-3-01[5:0-4-8 0-1-12] [6:0-3-0 0-3-0] [8.0-4-0 0-2-8] [11:0-6-0 0-0-6] [19:0-3-8 Ed e]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl
Ud
TCLL 20.0
Plate Grip DOL 1.25
TC 0.35
Vert(LL)
0.42 19-26 >251
240
TCDL 7.0
Lumber DOL . 1.25
BC 0.71
Vert(CT)
0.36 19-26 >296
186
BCLL 0.0
Rep Stress Incr YES
WB 0.88
Horz(CT)
0.08 11 n/a
n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix -AS
LUMBER- BRACING -
TOP CHORD 2x4 SP M 31 TOP CHORD
BOT CHORD 2x4 SP M 31 *Except* BOT CHORD
2-18: 2x4 SP No.1
WEBS 2x4 SP No.3 WEBS
SLIDER Right 2x6 SP M 26 -t 2-6-6
REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8
Max Horz 2=280(LC 11)
Max Uplift 11=-775(LC 12), 2=-499(LC 12), 19=-1118(LC 12)
Max Grav 11=1619(LC 1.8), 2=405(LC 23), 19=2002(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-286/694, 3-4=-105/519, 4-5=-208/725, 5-6=-1827/1311, 6-7=-2625/1659,
7-8=-2184/1411, 8-9=2428/1461, 9-11=-2559/1563
BOT CHORD 2-19=-688/241, 17-19=-1793/751, 4-17=-359/369, 16-17=-841/1488, 14-16=-1307/2364,
12-14=-1385/2519, 11-12=-1259/2192
WEBS 5-17=-1931/681, 5-16=-340/1108, 6-16=-863/558, 6-14=-29/405, 7-12=-676/432,
8-12=-258f748, 3-19=-277/499
Scale = 1:83.9
34 2x4 i
9 35 4x6 Q
10 c?
0
11 Ir;
0
O jIII9
1N
5x8 II
PLATES
GRIP
MT20
:244/190
MT20HS
187/143
Weight: 240 lb
FT =.20%
Structural wood sheathing directly applied.
Rigid ceiling directly applied. Except:
5-9-0'oc bracing: 17-19
1 Row at midpt 5-17, 7-12
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
II; Exp: C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R)
15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 3978-0, Interior(1) 39-8,0 to 45-7-8 zone; porch left exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
` 4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb)
11=775, 2=499, 19=1118.
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.
®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
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANS11TPIt Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
%% PQUIN,V����r
i
NO' 6,81 &2
Z-
OF
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
March 16,2021
Job
Truss
Truss Type
Qty
Ply
LOT 13/2 WATERSTONE
2699593
A06
HIP
1
1
. T23213301
Job Reference (optional)
--------- •- --- - -+ -�•. -••• --•-�• • - --- o.-+au b rcu rc cv41 Ivn [UK Inuns[nes, Inc. Mon iviar lb lb3d:34 ZUZI Hage 1
ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-muOKmt?07wMH?OHQZOxljhavQshELuicYDkKfazaeip
i1-0-p 8-9-4 i 13-0-0 17-0-0 23-9-3 30-7-5 37-8-0 42-0-0 46 1 5 50 8 0
1 4 d 6-9-4 6-2-12 4-0-0 6-9-3 6-10-2 7-0-11 4-4-0 4-1-5 4-6-11
6.00 12 5x8 =
3x4 II
5 6 47
3x6 =
3x6 = 3x8 =
7 48 8 9 49
23 -- 21 20
4x6 = 3x8. — 5x8 = 3x4 II 3.1 = 4x6 ZZ
13-0-0 17-0-0 1
Scale = 1:93.6
5x6 =
10
o_
TP = 16
0 0
13 I N
0
3.00112
LOADING (psf)
SPACING-- 2-0-0
CSL
DEFL. in (loc) 1/deft - L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.66
Vert(LL) 0.28 19 >999 240
MT20 244/190
TCDL 7.0
Lumber 1.25
BC 0.91
Vert(CT) -0.58 17-18 >780 180
BCLL b.0 *
Rep Stress Incr . YES
WB 0.89
Horz(CT) 0.12 15 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 313 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD
2x4 SP No.2
TOP CHORD
BOT CHORD
2x4 SP N6.2 *Except*
BOT CHORD
6-20: 2x4 SP No.3, 16-18: 2x4 SP No.1
WEBS
2x4 SP No.3
WEBS
JOINTS
REACTIONS.
(size) 13=0-8-0, 2=0-8-0, 15=0-3-8
Max Horz 2=289(LC 11)
Max Uplift 13=-157(LC 21), 2=-805(LC.12), 15=-1379(LC 12)
Max Grav 13=149(LC 1.1.), 2=1341(LC 21), 15=2502(LC 1)
FORCES. _ (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2390/1395, 3-5=-1839/1155, 5-6=-2399/1464, 6-7=-2432/1476, 7-9=-1531/874,
9-10=-617/1267,10-11=-761/1443,11=12=-682/1209,12-13=-291/881
BOT CHORD 2-23=-1146/2161, 21-23=-1146/2161, 6-18=-304/328, 17-18=-827/2018, 15-17=-273/875,
14-15=-1078/829,13-14=-782/303
WEBS 3-23=0/275, 3-21=-661/509, 5-21=-460/188, 18-21=-727/1782, 5-18=-562/1303,
7-18=-271/572, 7-17=846/657, 9-17=487/1127, 9-15=-2349/1449, 10-15=-929/673,
11-15=-384/295, 12-14=-683/660
Structural wood sheathing directly applied.
Rigiri ceiling directly applied. Except:
6-9-0 oc bracing: 17-18
10-0-0 oc bracing: 18-20, 15-17
1 Row atmidpt 9-15
1 Brace at Jt(s): 18, 17
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=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Eztedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(213)
13-0-0 to 18-7-14, Interior(1) 18-7-14 to 37-8-0, Exterior(2R) 37-8-0 to 43-3-14, Interior(1) 43-3-14 to 50-8-0 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) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb)
13=157, 2=805, 15=1379.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
March 16,2021
® WARNING -Verify design parameters and READ NOTES ONTHI§AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ���
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek*
is. always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see . ANSITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Jab *
Truss
Truss Type
Qty
Ply:
LOT 13/2 WATERSTONE
T23213302
2699593
A07
SPECIAL
1
1
Job Reference (optional)
•• - •���•�� �• mow, +n vary, o.vou s rev I [ucl IVII I eK Inausines, Inc. mon mar to Io:3u:36 2uz1 Hage 1
ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-iHW4BZ1 GeXc?FiRogp_Do6gGNfQDphnv?XDRkTzaein
n1-4-Q 6-4-4 11-0-0 15-10-13 19-4-9 23-11-8 32-0-2 42-0-0 45-10-12 50-6-0
1-4-0 6-4-4 4-7-12 4-10-13 . ' 3-5-12 ' 4-6-15 ' 8-0-10 9-11-14 3-10-12 4-9-4
5x6 =
3x6 _ 5x6 = 3x6 = 5x6 = 2x4 3x6 —_ 3x4 I�
6.00 12 4 275 6 28 7 8 29, 9 10 '30 31 11
Scale = 1:91.9
0
0
N
. 21 20 19 32 33 18 34 17 16
35 36 15 -
12
4x6 = 2x4 � I 3x8 = '3x6= 3x8 MT20HS = 3x6 =
"
=
6x8 1.5x8
L12
STP =
3x8 MT20HS =
3.00
3x6
6-4-4 11-. 0 19-4-9 28-6 7
36-10-0 36- 1-0 42-0-0 50-8-0
6-4-4 4-7-12 - 8-4-9 9-1-14 -
8-3-9 0- -0 5-1-0 8-8-0 -
Plate Offsets (X,Y)-- [4:0-3-0,0-2-0] [6:0-3-0,0-3-4]; [8:0-3-0 0-3-0] [15.0-3-SO-3-0].
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL. r
in (loc) 1/defl Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.63
Vert(LL)
-0.25 18-20 >999 - 240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.75
Vert(CT)
-0.44 18-20 >999 180
MT20HS
187/143
BCLL 0.0 *
Rep Stress Incr YES
WB 0.92
Harz(CT)
0.11 15 n/a n/a
BCDL 10.0
Code FBC2020fTP12014
Matrix -AS
Weight: 284 lb
FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD
Rigid ceiling directly applied. Except:
8-15: 2z4 SP No.3, 15-17,17-19: 2x4 SP No.1
5-2-0'oc bracing: 14-15
WEBS 2x4 SP No.3 WEBS
1 Row at midpt 7-15
REACTIONS. (size) 12=0-8-0,15=0-3-8, 2=0-8-0
Max Horz 2=405(LC 12)
Max Uplift 12=-282(LC 9), 15=-1124(LC 12), 2=-844(LC 12)
Max Grav 12=518(LC 18), 15=2178(LC 17), 2=1692(LC 17)
FORCES. (Ib) -Max. Comp./Max. Ten.,- All forces 250 (lb) or Jess except when shown.
TOP CHORD 2-3=-3032/1525,,3-4=-2555/1364, 4-5=-2273/1301, 5-6=-2602/1355, 6-7=-1773/851, .
8-9=-484/234, 9-10=-476/224
BOT CHORD 14-15=-696/442, 8-14=-616/455, 12-13=-237/362, 2-21=-1649/2738, 20-21=-1649/2738,
18-20=-1472/2572, 16-18=-1292/2350, 15-16=-583/1101
WEBS 3-20=-590/430, 4-20=-340/923, 5-20=-564/297, 6-18=-100/397, 6-16=-908/693,
7-16=-506/1267, 7-15=-1778/1016, 8-13=-355/680, 9-13=-235/251, 10-12=-452/349
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=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R)
11-0-0 to 15-0-0, Interior(1) 15;0-0 to 50-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1:60
plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed -for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
8) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing. plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b)
12=282, 15=1124, 2=844.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top ,chord andIIZ' gypsum
sheetrock be applied directly to the bottom chord.
N:o' 681;8:2
March 16,2021
® WARNING - Verify tlesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2o?. OBEFOREUSE. ��•
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. l J
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required far stability and to prevent collapse with possible personal injury and. property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI1TPl1 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 1312 WATERSTONE
T23213303
2699593
A08
SPECIAL
1
1
Job Reference (optional)
------ �. ,...., ....,, . �„ ,,., ,, , o."au s reu I cv4I Iv6I ex inausuies, Inc. lvlon Mar in 2uz1 Page 1
18-8-1 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-AT4SOv2uPrkssrO?EWVSLKCQ13jbYHX2EBy_Gvzaeim
]1-4.9 "6-3-4 I 9.0-0 i i6-0-11 16.4-0 23-0-0 29-11-5 37-0.0 42-0-0 46-5.4 50 8 0 i
1-4-u 6-3-0 2-8-12 7-0.11 0- =5 4-3-15 ' 6- ., ' 7-0;11 5-0-0 4-5-4. 4-2-12
2-4-1
Scale = 1:91.9
5x6 =
3x6 — 5x6 = 3x6 — 5x6 = 2x4 ll 3x6 3x4
=
ll
6.00 12 4 — —
9.4 'N 27 28 5 6 29 30 7 8 31 9 10 32 11
I9
N
21 20 19 18 17 16 15
12 .
4x6 = 3x8 MT20HS = 3x6 = 3x6 = 6x8 =
1.5x8 STP =
3.0012
3x8 = 3x8 MT20HS
3x6 ZZ
9=0-0 _ 16-4-0 18-8-1 27-4-0 36-10-0 37 -0 42-0-0 :
50-8-0
9-0-0 7-4-0. 2-4-1 8-7-15 9-6-0 0- -0 5-0-0
8 8 0
Plate Offsets (X,Y)-- .[4:0-3-0,0-2-0] [6:0-3-0 0+3-0]'[8:0-2-12 0-3-0] r16:0-3-8 0-3-Op
LOADING (psf)
SPACING-2-0-0
CSI.
DEFL. in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.65
Vert(LL) 0.32 19 >999 • ' 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.93
Veh(CT) -0.49 19-21 >910 180
MT20HS 187/143
BCLL 0.0 *
Rep Stress Incr YES
WB 0.76
Horz(CT) 0.13 16 n/a n/a
BCDL 10.0
Code FBC2020/TPl2014
Matrix -AS
Weight: 265 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except:
2-20: 2z4 SP No.1, 8-16: 2x4 SP No.3 4-6-0 oc bracing: 14-16
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-21. 7-16
REACTIONS. (size) 12=0-8-0, 2=0-8-0, 16=0-3-8
Max Horz 2=343(LC 12)
Max Uplift 12=-267(LC 9), 2=-849(LC 12), 16=-1131(LC 12)
Max Grav 12=460(LC 1), 2=1420(LC 1), 16=1936(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2519/1549, 3-4=-2326/1461, 4-5=-2069/1362, 5-6=-2688/1620, 6-7=-201.8/1130,
8-9=-544/272, 9-10=-531/258.
BOT CHORD 2-21=-1602/2210, 19-21=-1729/2686, 18-19=-1545/2529, 16-18=-942/1599,
14-16=-746/528, 8-14=-691/537, 12-13=-260/372
WEBS 3-21=-299/365, 4-21=-381/788, 5-21=-739/452, 6-19=-109/272, 6-18=-742/602,
7-18=-380/843, 10-13=-19/312, 10-12=-482/374, 8-13=-436/744, 7-16=-1994/1276
NOTES-
1) CE 1GC ult0
9-0-0
`,��111.11'11111�
V
I�Ex• CS Encl., 18 MWFRS (directional) and C-1C Exterior 2EL-1-4-0 to 2-8-0 , ntterlor 1 2-8-0 to 9f 0 0, Exterior 2R
♦, QvIN
to 13-0-0, Interior(1) 13-0-0 to 50-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
♦�� ,�'•� G ENS �11�
grip DOL=1.60
1�-
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.
0N O :1 82��
3) Provide adequate drainage to prevent water ponding.' * ;. /r
4) All plates are MT20 plates unless otherwise indicated.
` 5) This truss has been designed fora 10.0.psf bottom chord live load.nonconcurrent with any other live loads. .^(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 an other members.
y
13
v a
7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
bearing.surface.
a capacity of
8) Provide mechanical connection (by others) of truss to bearing. plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
SS
'
��I N Al , ���♦
9) This truss
uss 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.
-4qd4ulfi V06i Ptho.'dte2
Mi%k USA;Jnc..FL Cent 8634
6904 P9rketidBlvd. TaMAR$3610.
Date:
March 16,2021
WARNING -Ye' ® rdy tlesign parameters and READ NOTES ONTHIS 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 ANSIITP11Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
LOT 13/2 WATERSTONE
T23213304
2699593
A09
SPECIAL
1
Job Reference (optional)
------ •--,• .._..---�- ----•, . .,.. a, 11 11 4141 rvntcn;uwuauroe, urc. WIWI Ividl 1010:30:ou NCI rage1
n-as ID:zmbLkv5ELlDtgyehSMnND7z4 Wx-6sCDpb39xS_a69ANMxXwQIIIItNLOAPLhVR5Lozaeik
,.
r1-4-0, 7-0-0 , 12-1-2 16-0.0 1fir41 22-0.0 2fi-11-7 31-10-11 37-0.0 40.112 435-0 468-5 50.8-0
1-0 05-1-2 , 3-10.14 0}p0 ' 411-7 ' 411-7 ' 411-7 57-3 3-0-12 3-0-4 3J-5 3-11-11
0-8-9
Scale = 1:91.9
5x6 =
6.00 12 5x6 = 3x8 =
5x6 = 3x4 = 5x6 = 2x4 ll 3x4 ll
. 3 294 5 6 30 31 7 8 9 32 10. 11 12 33 13
1.5x8 STP
_3Z
�N
Q7<
1 2
16
1
15
Ed
25 24 23 22 21 20
19 18
5x12
.
17
14
4x6 _ 3X8 MT20HS = 2x4 I 15x6 =
6x12 MT20HS =
1.5x8 STP
3.00 12
- 17-0.9
- -
7-0-0 12-1-2 16-0.0. 16 0 22-0.0 26-11-7 31-10-13
36-10-0 37 0 43-SO
50.&0
7-0-0 5-1--2 3-10.14 0-4-11-7 411-7 411-7
' - 0-8-9
411-3 0. -0 - 65-0
71-0
LOADING (psf)
SPACING-'
2-0-0
CSI.
DEFL.
in (loc)
I/deli
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.75
Vert(LL)
0.57 21-22
>777
240
TCDL 7.0
Lumber DOL
1.25
BC . 0.97
Vert(CT)
-0.59 21-22.
>754
180
BCLL 0.0 *
Rep Stress Incr
NO
WB 0.80
Horz(CT)
0.17 18
n/a
n/a
BCDL 10.0
Code FBC2020fTPI2014 .
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2z4'SP No.3
BRACING -
TOP CHORD
BOT CHORD
REACTIONS. (size) 14=0-8-0, 2=0-8-0, 18=0-3-8
Max Horz 2=281(LC8)
Max Uplift 14=-638(LC 5), 2=-1940(LC 8), 18=-2939(LC 8) .
Max Gram 14=1000(LC 14), 2=3279(LC 13), 18=4885(LC 13)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb).or less except when shown.'
TOP CHORD 2-3=-6577/3728, 3-4=-5942/3465, 4-5=-7925/4705, 576=-8627/5144, 6-7=-6449/3859,.
7-8=-3433/2043, 8-9=-450/736, 9-10=-836/1298, 10-11=-1480/932, 11-12=-1448/899
BOT CHORD 2-25=-3416/5843, 24-25=-4705/7925, 22-24=-5144/8627, 21-22=-4860/8122,
20-21=-4860/8122, 19-20=-3834/6391, 18-19=-1994/3333, 16-18==1831/1229,
. 9-16=-672/610, 15-16=-415/387, 14-15=-737/989
WEBS 3-25=-1196/2437, 4-25=-2526/1527, 4-24=-1891739, 5-24=-900/543, 6-21 =01303,
6-20=-2082/1246, 7-20=-606/1419, 7-19=-3642/2205, 8-19=1203/2433, 8-18=-5063/3041,
10-16=-1950/1339,.10-15=-611/1261, 11-15=-431/434, 12-15=-235/605,
12-14=-1227/964, 5-22=-152/340, 6-22=-367/619
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 541 lb FT = 20%
Structural wood sheathing directly applied or4-0-1 oc purlins,
except end verticals.
Rigid ceiling directly applied or 5-7-5 oc bracing. Except:
6-0-0 oc bracing: 16-18
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as'follows:
Top chords connected as follows: 2x4.- 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 Do.
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=7ft; 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) All plates are MT20 plates unless otherwise indicated.
8) All plates are 3x6 MT20 unless otherwise indicated.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * 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.
11) Bearing at joint(s) 14 considers parallel to grain "value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
;ontinued on page 2
iN
,`�• � , �� G E�IU $F �'' ��i
N:a :681;82
+V
WARNING -Verify tlesign 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 MiTeke connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design. parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see 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
pa;FL 93610:
Job
Truss
Truss Type
City
Ply
LOT 13/2 WATERSTONE
T23213304
2699593
A09
SPECIAL
1
Job Reference (optional)
.,..—,,��,,. ,,,.—Y' ..-,,.,,,,,,, o.Yous reu IG GVGI IVII I eK.mausines, Inc. mon Mar lb lb38sy zuzi pageZ
ID:zmbLkv5ELIDtgyehSMn ND7z4_Wx-6sCDpb39xS_a69ANMxXwQI IIItNLOAPLhVR5Lozaeik
WTES-
12) Provide mechanical connection (by others) of.truss to. bearing plate capable: of withstanding 100 lb uplift at joint(s), except 0=11b) 14=638, 2=1940.,.18=2939.
13) Girder carries hip end with 0-6-0 right.side setback, 7-0-0 left side setback, and 7-0-0 end setback.
14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down. and 341 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 (plo
Vert: 1-3=-54, 3-13=-112(F=-58), 25-26=-20, 18-25=-42(F=-22), 17-1 8=-42(F=-22),1,5-16=-42(F=-22), 14-15=-42(F=-22)
Concentrated Loads (lb)
Vert: 25=-475(F)
® WARNING - Verify tlesign parameters and READ NOTES ONTHIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1 g/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. Forgeneral guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see : ANSI/TPl1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
J
'Job
Truss
Truss Type
City
ply:
LOT 13/2 WATERSTONE.
T23213305
2699593
A10
SPECIAL
2
1
Job Reference (optional)
•+..,, - ,.+..,.,,.� t, ,o,,, vny, vary, 11 - aoour , o.vou s reo 1z ZUZ I wll_r eK Inausines, Inc. ivion mar 1a 1b:36:41 zuzl Page 1
ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-2EKzEG5PT4EHLTJmTMZOVAN5zg85U36e9owCPgzaeii
1-4-0 6-1-8 14-3-12 21-0-0 29-8-0 33-4.0 38-3-6 44-4-0
1-4-0 6+1-8 6-2-4 6-8-4 8-8-0- 3-8-0 4-11-6 10
M
0
O
Scale = 1:79.6
7x10 =
6.00 12 6x8
3x6 -- 5x6 II . . 2x4 ll - 5x8 = 4x6 ll
sa8 -
6-18 14J-12 21-0-0 27a-11 33-0-0 38-3-6 44-4-t1
0.4t0 - 8-0-0 6-8A 13,11 6-0.5 4-11E 60.10
0-1-0
Plate Offsets (X,Y)-= :.[6:0-3-0,0-3-12] [9:0-3-0,0-3-0] [11:Ed a 0-3-8] [15:0-2-8 0-3-0] r22'0-3-0 0-1-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft Lld
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.70
Vert(LL) 0.18 14 >999 NO
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.70
Vert(CT) -0.28 15-16. >999 180 "
BCLL b.o
Rep Stress Incr YES
WB 0.85
Horz(CT) 0.11 11 n/a file
BCDL 10.0
Code FBC20201TPI2014'
Matrix -AS
Weight: 291 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except- TOP CHORD
6-7: 2x6 SP No.2
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD
8-13: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
6-16: 2x4 SP No.2 WEBS
REACTIONS. (size) 2=0-8-0, 22=0-3-8, 11=0-3-8
Max Horz 2=388(LC 11)
Max Uplift 2=-303(LC 12), 22=-1113(LC 12), 11=-773(LC 12)
Max Grav 2=276(LC.23), 22=2056(LC 17), 11=1720(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-320/409, 3-5=-2415/1358, 5-6=-2034/1327, 6-7=-1831/1268, 7-8=-2320/1479,
a-9=-2313/1354, 9-10=-1639/905, 10-11=-1618/945
BOT CHORD 20-22=-2018/1109, 3-20=-1871/1154, 19-20=-269/337, 18-19=-1108/2276,
16-18=-835/1903, 15-16=-798/1776, 8-15=-216/294
WEBS 3-19=-846/1955, 5-18=-480/346, 6-18=-138/536, 7-16=-56/339, 7-15=-316/644,
12-15=-729/1540, 9-15=-298/847, 9-12=-11461731, 10-12=-757/1535
Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (4-10-10 max.): 6-7.
Rigid ceiling directly applied.. Except:
4-2-0-oc bracing: 20-22
10-0-0 oc bracing: 13-15
1 Row at midpt - 3-19, 5-18, 6-16, 7-16,
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=7ft;'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 21-0-0, Exterior(21R)
21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Extedor(2R) 29-8-0 to 33-6-9, Interior(1) 33-6-9 to 44-2-4 zone; porch left exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer/'Project engineer responsible.forverifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a jive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=303,22=1113,11=773.
8) 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.
9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom.chord.
i
No '6�81.82
� r
--
® WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19I20. 9 BEFORE I1SE.
Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek�
is always required for stability and to prevent collapse with possible personal injury and, property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPif 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
March 16,2021
a
Job r
Truss
Truss Type
Qty"
Ply
LOT 13/2 WATERSTONE
T23213306
2699593
All
SPECIAL
1
1
Job Reference (optional)
Du11ug15 rp5rauurue trlam L ny, rc1, dart[ ldry, rL - 330o1, b.43U 5 I-eD 1Z ZU21 MI I eK Industries, Inc. Mon Mar 15 15:38:43 2021 Page 1
ID ?lYDfItmYJ1 NmupVDA3te2z4H2S-?dRjfy6f?hU?amT9bncsabSR?UmJjyHxc6PIUZzaeig
t1 4-Q 4-1-14 ,5-8-4, 9-7-13 14-2-1 19-0-0 26-3-5 31-8-0 53-4-0 35-3-12 44-4-0
4- 4-1-14 1-6 6 3-11-9 4-6-4 4-9-15 7-3-5 5-4-11 1-8-0 4-11.12 6-0 4
Scale = 1:e2.4
5x8 =
2x4 11 5x6 = 2x4 II
6.00 12
7 3132 8 33 9 - 10
3x6 i
30 34
8x14 MT20HS i 6 3x4 4
11
5
2x4 II
5x12 i '4
3
1.5x8 STP =29
3 17 6x8 ,
1 2 - 22 21 .26 19 36 18 37 38
2x4 11 3x4 = 3x8
24 4x6 = 39
2510x16 MT20HS = 3x4 = 16 ' 15 14
3x6 6x8 = 2x4 11 5x8 =
=
6-4-1
35
5x6 1?
0
12
r?
rO o
C: O
rd
: N
13
4x6 II
LOADING (psf)
SPACING-. 2-0-0
CSI.
DEFL. in
([cc) 1/deft Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.67
Vert(LL) 0.77
24 >684 240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.91
Vert(CT) :-1.00
24. >532 180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 0.93
Horz(CT) 0.55
13 n/a n/a
BCDL 10.0
Code FBC2020rrP12014
Matrix -AS
Weight: 302 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
1-5: 2x4 SP M 31
BOT CHORD
Rigid ceiling directly applied. Except:
BOT CHORD 2x4 SP No.2 *Except*
5-10-0 cc bracing: 23-25
4-25,19-23: 2x4 SP M 31, 10-15: 2x4 SP No.3
10-0-0 cc_ bracing: 15-17
WEBS 2x4 SP No.3.*Except*.
WEBS
1 Row at midpt 5-21, 6-20, 7718, 11-14
3-23: 2x4 SP M 31, 5-23: 2x4 SP No.2
REACTIONS. (size) 2=0-8-0, 13=0-3-8
Max Hors 2=347(LC 11) -
Max Uplift 2=-1018(LC 12), 13=-907(LC 12)
Max Grav 2=2071(LC 17), 13=1951(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3970/2006, 3-4=-9806/5031, 4-5=-9938/5147, 5-6=-4286/2348, 6-7=-3255/1906,
7-8=-2792/1774, B-9=-2792/1774, 9-10=-2736/1732, 10-11=-2745/1618,
11-12=-1881/1060, 12-13=-1849/1092
BOT CHORD 2-25=-1931/3736, 23-25=-1632/3275, 22-23=-2847/5663, 21-22=-2848/5670,
20-21=-1954/3939,18-20=-1396/3009,17-18=-1.103/2360,10-17=-192/305
WEBS 3-25=-4576/2423, 3-23=-4375/8505, 5-23=-2316/4569, 5-22=-32/315; 5-21=-2035/1051,
6-21=-482/1179,6-20=-1371/815, 7-20=7516/1257,8-18=-391/417, 9-18=-443/913,
9-17=-283/582,14-17=-871/1787, 11-17=-416/1141,11-14=-1367/865,12-14=-919/1786
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=7ft; 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 19-0-0, Exterior(2R)
19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Exterior(21R) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 44-2-4 zone;C-C for members and
forces.& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift atjoint(s) except (jt=1b)
2=1018, 13=907.
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
sheetrockbe applied directly to the bottom chord.
MIN IV 1 �.
a
E NSF.'' .
F Pict
paFL 33610,
March 16,2021
® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REF.ERENCEPAGE M11-7473.rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type
Qty'
ply
LOT 13/2 WATERSTONE
T23213307
2699593
Al2
SPECIAL
1
1
Job Reference (optional)
a rpawuui— tridur -ay, ry, rrdm Uny, rL - 0000r, d.43U s reD iZ ZUZI, mi I eK:mDustrles, Inc. Mon Mar it) 15:3u:4b zuz1 Hage 1
1D:?1YDfitmYJ1 NmupVDA3te2z4H2S-x?ZU3e8vXlkjg4dXiCeKfOXoDISCQgsD3QuPYSzaeie
t1-4-Q 6-7-12 11-11-0 17-0-0 22-3-0 28-5-0 33-8-0 38-9-0 44-4-0
1-4-0 6-7-12 5-3-4 5-1-0 5-3-0 6-2-0 5-3-0 5-1-0 5-7-0
6x6 =
5x6 =
6.00 12 5 ' . 28 29 6 30
3x4 = 5x6 =
7 31 32 8
Scale = 1:79.6
I .12-1g20 21 iV 3x4 — 14 13 12 11
3x6 — 5x6' _ 2x4 ; I I '2x4 I I .5x8 = 4x6 I I
13-6-0
111 11-0
17-0-0 i
25-4-1
33-8-0
38-9-0 44-4-0
'
6-7-12 ' 5-3-4 '
5-1-0
8-4-1 -
-' 8-4-0
5-1-0 5-7.0
Plate Offsets (X,Y)--
[3:0-3-0 0-3-0], [5:0-3-0,0-2-0], [6:0-3-0 0-3-0], [8:0-3-0,0-2-01
[11:Ed a 0-3-8] [15:0-2-8 Edge], [19:0-7-12 0-3-4] [22:0-3-8 0-2-81
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
)/defl. ,-
' Lid
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.62
Vert(LL)
0.48 20
>999
240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.88
Vert(CT)
-0.70 16-18
>762
180
MT20HS
187/143
BCLL 0.0 *
Rep Stress Incr YES
WB 0.99
Horz(CT)
0.32 11
n/a
n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 287 lb
FT = 20%
LUMBER BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD
4-21,8-13; 2x4 SP No.3, 17-19,15-17' 2x4 SP No.1
WEBS 2x4 SP No.3 *Except* WEBS
19-22: 2x4 SP No.2
REACTIONS. (size) 2=0-8-0, 11=0-3-8
Max Horz 2=306(LC 11)
Max Uplift 2=-1012(LC 12), 11=-901(LC 12)
Max Grav 2=2082(LC 17), 11=1955(LC 18)
FORCES. (lb) -Max. Comp./Maio. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3884/1921,3-4=-5056/2640, 4-5=-3656/2024, 5-6=-3269/1920, 6-7=-3272/1902,
7-8=-2425/1484, 8-9=-2764/1597, 9-10=-1825/1019, 10-11=1861/1082
BOT CHORD 2-22=-1824/3612, 4-19=-507/1291, 18-19=-2312/4639, 16-18=-1644/3429,
15-16=-1507/3103, 8-15=-401/1014
WEBS 3-22=-1166/761,19=22=-1923/3797, 3-19=-464/1008; 4-18=-1631/937,5-18=-572/1352,
6-18=-394/182, 7-16=123/593, 7-15=-1040/590, 9-12=-1394/864, 10-12=-918/1779,
9-15=-422/1195, 12-15=-829/1744
Structural wood sheathing directly applied, except end verticals.
Rigid ceiling directly applied. Except:
10-0-0 oc bracing: 19-21, 13-15
1 Row at micipt 4-18, 6-18, 7-15
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=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2R)
17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Exterior(2R) 33-8-0 to 37-8-0, Interior(l) 37-6-0 to 44-2-4 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to.prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b)
2=1012, 11=901.
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. .
UIN iVl���f .
FL ��
No ;6;8182
S OF 41
;i0
;III.:::.:■t,,tt...
March 16,2021
® WARNING -Verify design parameters and READ NOTES ONTHIS AND INCLUDED MITEK REFERENCE'PAGE MII-7473 rev. 5119/2020 BEFORE USE.;•
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building componenl,:not
a truss system. Before use, the building designer must verify theapplicabilityof 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 MiTprk
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/t 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 13/2 WATERSTONE
T23213308
2699593 _
A13
SPECIAL
1
1
Job Reference (optional)
oun n,awuuwc lr,anr y, r�l, Hour i Ity, rL - ooaor, d.48U s reD lz zuzl Ivll i eK Inaustrles, inc. Mon Mar 1b 1b:3UAf ZUZ1 Page 1
ID:?IYDfitmYJlNmupVDA3te2z4H2S-tOhEUKAA3w R30nwgdgolRd6z57ium4WXkNWdKzaeic
11.4-q 6-7-12 11-11-0 15-0-0 21-3-10 26-11-15 33-0-0 35-8-0 40-4-6 44-4-0
'1-4-0' 6-7-12 5-3-4 3-1-0 - 6-3-10 5-8-5 _ 6-0-1 .2-8-0 4-8-6 3-11-11
5x6 =
6.00 12 5x8 = 3x4 2x4 II 6x8 =
5 2b 6 30 7 31 8 9
23 22 `
3x6 = 5x8. — 2x4 Il
6x12 MT20HS =
15 14 13
3x4 11 6x8 =
11-11-0 15-0-0 24-1-12 33-0-0 35-8-0
5-3-4 .. 3-1-n g-1-19 . A_1 n_d
s/ 3d 12
. 6x12 MT20HS =
Scale= 1:82.3
ro
�19
�o
N
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
CSL
TC 0.73
BC 0.94
WB 0.88
Matrix -AS
DEFL. in (loc) I/defl. Ud
Vert(LL) 0.52 21 >999 240
Vert(CT) '-0.84 17-19 >631 180
Horz(CT) 0.38 12 We n/a
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 285 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except;
4-22,8-1,4: 2x4 SP No.3, 18-20,16-18� 2z4 SP No.1
6-0-0 oc bracing: 14-16
WEBS 2x4 SP No.3 *Except*
10-0-0 oc bracing: 20-22
20-23,9-16: 2x4 SP No.2
WEBS
1 Row at midpt 20-23, 6-19, 7-16, 9-13, 10-12
REACTIONS. (size) 2=0-8-0, 12=0-3-8
Max Hori 2=265(LC 11)
Max Uplift 2=-1014(LC 12), 12=-907(LC 12)
Max Grav 2=2068(LC 17), 12=1947(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3843/1930, 3-4=-4973/2643, 4-5=-4030/2223, 5-6=-3631/2073, 6-7==3885/2175,
7-8=-2914/1743, 8-9=-2882/1729, 9-10=-2068/1233
BOT CHORD 2-23=-1836/3557, 4-20=-534/1.187, 19-20=-2289/4507, 17-19=-1970/3968,
16-17=-1864/3732,8-16=-250/303,12-13=-710/1261
WEBS 3-23=-1138/771, 20-23=-1947/3715, 3-20=-449/954, 4-19=-1303/803, 5-19=-704/1551,
6-19=-576/291, 7-17=-68/480, 7-16=-1042/556, 13-16=-1022/2364, 9-16=-1417/2819, '
9-13=-1810/945, 10-13=-237/850, 10-12=-2040/1216
flf1.111)4il.
NOTES-
N
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph;
`� ,� ,• G N ��
(3-second gust) TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; 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 15-0-0, Exterior(2R)
N.o
15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 44-2-4 zone;C-C for members and
forces & MWFRS for Lumber
.681:8.2
reactions shown; 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.
-Q ;
4) Provide adequate drainage to,prevent-water ponding.
5) All plates are MT20 plates unless otherwise indicated.
i F
6) This truss has been designed for at 10.0 psf bottom chord live load nonconcurrent with any other live loads.
O
7) * This truss has been designed for a live load of 20.Opsf on the bottom in by
•'• R + QG
chord all areas where a rectangle 3-6-0 tall 2-0-0 widerI
l fit tween the bottom chord and any her
tof rto
t` `�
8) Prlovideemechanical connection truss bearing
S��N A„`;`
(by others) plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=1014, 12=907.
j
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
io—*wit. Ie, PE:Nti'.- '1 - .
sheetrock be applied directly to the bottom chord.
IVIVA USA„Inc Fi. Nit 6634..
:6904 Parke 6d_614 Tampa;FL 3361Q
Eater
March 16,2021
�—
® WARNING -Verify design parameters and READ�NOTES OWTHIS AND INCLUDED MITFX REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFOREUSE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
I
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 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 r
Truss
Truss Type
City
Ply
LOT 13/2 WATERSTONE
TM213309
2699593
A14
SPECIAL
1
1
Job Reference optional)
.. �•���, �� k ion —1y, I �/, V1111L Ly, 11 - 000ul , - o.9au s reu I zUzl colt I eK Incusmes, Inc. ivion ivlar to 15:a6:46 zuz1 .rage 1
ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-LaFcigAogD6lhYM6NKC1 He9FjVT5dC9gmO739mzaeib
T1-4-q 6-10-5 I 11-11-0 13-0-p 19-6-4 26-6-10 33-4-0 37-8-0 44-4-0 .
'1-4-0' . 6-10-5 5-0-11 -1- 6-6-4 7-0-6 6-9-6 '4-4-0 6-8-0
6.00 12 5x6 =
2x4 II
4 5
2x4 II 5x6 = 4x6 = 6x8 =
29 6 30 31 7 32 8 9
Scale = 1:80.2
23 22 3x8 = 14 13 12 11
3x6 — 5x6 = 2x4 I I 2x4 II 2x4 II 5x8 = 3x6 II
Plate Offsets (X,Y)-- .13:0-3-0,0-3-0] [5:0-3-8 0-2-4] [7:0-3-0,0-3-0]
[9:0-5-8 0-.2-4] [10:0-2-12 0-2-0] r15:O-5-12 0-3-0] [20:0-3-0 0-3-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
PEFL.
in (loc) i/deft Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.86
Vert(LL)
0.66 17-19 >798 240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC . 0.93
Vert(CT) -0.82 19-20 >647 180
MT20HS
187/143
BCLL 0.0
Rep Stress Incr YES
WB 0.96
Horz(CT)
0.37 11 n/a n/a
BCDL 10.0
Code FBC2020rrP12014
Matrix -AS
Weight: 279 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except:end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except:
4-22,8-13: 2x4 SP No.3
10-0-0 oc bracing: 20-22
WEBS 2x4 SP No.3 *Except*
WEBS
1 Row at midpt 9-12
20-23: 2x4 SP No.2
JOINTS
1 Brace at Jt(s): 15
REACTIONS. (size) 2=0-8-0, 11=0-3-8
Max Horz 2=264(LC 12)
Max Uplift 2=-1020(LC 12), 11=-923(LC 12)
Max Grav 2=1725(LC 1), 11=1640(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3215/1947,'3-4=-4133/2655, 4-5=-4058/2745, 5-6=-4002/2636, 6-7=-4002/2636,
7-8=-3872/2560, 8-9=-2962/2037, 4-10=-1681/1126, 10-11=-1573/1114
BOT CHORD 2-23=-1847/2813, 19-20=-2066(3346, 17-19=-2345/3887, 16-17=-1831/2993,
15-16=-1831/2994, 8-15=-914/664
WEBS 3-23=-1014/805, 20=23=-1969/3020, 3-20=-435/852, 5-20=-775/1196, 5-19=-447/931,
6-19=-371/403, 7-17=-479/435, 8-17=-623/1084, 12-15=-890/1514, 9-15=-1397/2288,
9-12=-1250/895, 10-12=-923/1533
NOTES-
,♦♦♦ PQU N �/�� III
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph,
♦�, ,� ' E N ��
(3-second gust) TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterio�(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Extedor(2R)
N.q 68'182 •�' i.
13-0-0 to 17-0-0, Interior(1) 17-0-0 to 37-8-0, Extedor(21R) 37-8-0 to 41-8-0, Interior(1) 41-8-0 to 44-2-4 zone;C-C for members and
„� ;�
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
_ 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
_+
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
OF
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 bottom live load
psf chord 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
tl��ts '•. f3.�
will fit between the bottom chord and any other members.
.►����S�N,A
8) Providemechanical connection (by others) truss to bearing
����
of plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b)
2=1020, 11=923.
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
Jo2quln yalei PE N6:66182.
sheetrock be applied directly to the bottom chord.
I�iT6k USA„IOC..FL.C@it 663d .
6904 Park e:EastBlvd: Tarnpa'FL 33610:
Date:
March 16,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE(REFEREN6E PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��•
Design valid for use only with MiTeM connectors. This design is based only upon parameters shown, and is for an individual building camponent,-not
a truss system. Before use, the building designer must verify the applicability of design parameters and. properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general'guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply:
LOT 13/2 WATERSTONE'
T23213310
2699593
A15
MONO HIP
1
1
Job Reference o tional
-< - •"-•-••' •-••• " •,�n • mow, `- - `"•- .. u s reu 14 zu4l Ivu i ur nuustrles, Inc. Mon rviar 10 "io:3tl:49 zuz1 rage i
- - - I D? l YDfltmYJ 1 NmupV DA3te2z4H2S-pno?.v?B8 -Q3 bXF9Jhxlx2jGgsiVxv4o4g4M-0hGp_2sdhDzaeia
4Q 1170-20 167-12 40-151 31-3-5 3847 7-2-10 -15 5-7-13T114 6-4-4 12
1
5x6 =
3x4 =
d _
Scale = 1:77.3
5x6 = 5x6 = 46 = 2x4 I i
17 16 10
3x6 — 2x4 i i 3x8 MT20HS = 3x4 = 3x4 = 4x6 = 6x8 —
3x8 = 46 =
6-4-4
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
Lumber DOL
1.25
BCLL
0.0 *
Rep Stress Incr
YES
BCDL
10.0
Code FBC2020frP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.1 *Except*
2-15: 2x4 SP No.2
1
27-8-0
35-1
44-4-0
8-2-5
%4
8-2 4
8-5-12
CSI.
DEFL.
in (Ioc)
I/dell
Ud
PLATES
GRIP
TC 0.58
Vert(LL)
0.44 13-14
>999
240
MT20
244/190
BC - 0.97
Vert(CT)
-0.68 14-16
>778
180
MT20HS
187/143
WB .0.78
Horz(CT)
0.19 10
n/a
n/a
Matrix -AS
Weight: 244lb
FT='20%
BRACING -
TOP CHORD
BOT CHORD
WEBS
WEBS 2x4 SP No.3
REACTIONS. (size) 10=0-3-8, 2=0-8-0
Max Horz 2=405(LC 12) -
Max Uplift 10=-941(LC 12), 2=-1015(LC 12)
Max Grav 10=1886(LC 17), 2=2024(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten..- All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3757/1870, 3-4=-3294/1708, 4-5=-2944/1.606,:5-6=-3768/1950, 6-7=-3557/1801,'
7-8=-2333/1150
BOT CHORD 2-17=-1938/3385, 16-17=-1938/3385, 14-16=-1966/3591, 13-14=-2009/3772,
11-1 3=-1 654/3139, 10-11 =-895/1655
WEBS 3-16=-570/416, 4-16=-492/1224, 5-16=-1002/524, 5-14=-73/459, 6-13=-395/382,
7-13=-27Of768, 7-11=-1268/805, 8-11=-574/1494, 8-10=-2309/1265
Structural wood sheathing directly applied, except end verticals.
Rigid ceiling directly applied.
1 Row at midpt 5-16, 7-11, 8-10
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=7ft; 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, Extedor(2R)
11-0-0 to 16-7-12, Interior(1) 16-7-12 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for.al O0 O psf bottom chord live load nonconcurrent with any other live loads.
7) This truss has been designed for live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb)
10=941, 2=1015.
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.
��.0 PQUIN.. �F< •#
N_ 0 6$1.82
13 `ST" , E OF
ORjOP•:���`
Joaquin Uele pE Nl%68Y.82. .
MiTekUSA;,Inc,.FL.Cert 6694:,.
-6904 Parke:East Blvd Tampa:FL 33610
Date:
March 16,2021
®WARNING -.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE jPAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not
a truss system. Before use, the building designer must verify theapplicabilityof design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk'
always required for stability and to prevent collapse with possible personal injury and. property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses"and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety lntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job ,
Truss
Truss Type
Qty
Ply -
LOT 1312 WATERSTONE
T23213311
2699593
A16
MONO HIP
1
1
"
Job Reference (optional)
i.uy, a.gqu S rev 1Z ZUZ7 1VII I ex m01I510eS, Inc. MOn mar 7b 75:3tS:b1 ZUZ1 Page 1
ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-m9wlKhDg68VtY?4h3SIkvHnnniXsgYb6SMLjm5zaeiY
T1-4-Q 6-4-1 , 9-0-0 15-4-15 22-5-11 30-10-5 37-11-2 44-4-0
1-4-0 6-4-1 2-7-15 6-4=15 7-0-13. 8-4-9 7-0-13 6_ _;4
6.00 F12
M
0
Scale = 1:77.3
5x6 =
3x4 = 5x6 = 5x6 = 3x6 = 3x4 II
4 22 235 24 6 25 7. 26 8 27 9
16 15 14 13 12 11 :10
30 = 3x8 =3x8 MT20HS = 3x4 = 3x4 = 3x6 = 6x8 =
40 =
9-0-0 -
LOADING (pso
SPACING-'
2-0-0
CSI.
DEFL.
in (loc) 1/defl Lld
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.81
Vert(LL)
0.58 13-14 >912 240
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.74
Vert(CT)
-0.74 13-14. >715 186
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr
'YES:
WB 0.98
Horz(CT)
0.20 10 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 228 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No,1
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 5-16, 8-10
REACTIONS. (size) 10=0-3-8, 2=0-8-0
Max Horz 2=343(LC 12)
Max Uplift 10=-934(LC 12), 2=-1023(LC 12)
MaxGrav 10=1634(LC 1), 2=1708(LC_1)
FORCES.. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3146/1886, 3-4=72955/1804, 4-5=-2639/1665, 5-6=-3823/2296, 6-7=-3768/2191,.
7-8=-2542/1453
BOT CHORD 2-16=-1883/2770, 14-16=-2274/3626, 13-14=-2440/3997, 11-13=-2033/3380,
10-11=-1190/1959
WEBS 3-16=-302/352, 4-16=-583/1093„5-16=-1284/753, 5-14=-136/443, 6-14=-299M18,
6-13=-339/369, 7-13=-233/573, 7-11=-11941837, 8-11=-550/1186, 8-10=-2379/1455
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=7ft; 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 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a.10.0 psf bottom chord live load-nonconcurrent with any other live loads.
7) * This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-070 wide
will fit Between the bottom chord and any other members.
8) Provide mechanical connection (By others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb)
10=934, 2=1023.
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.
March 16,2021
Al, WARNING - Yerify 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 ANSUTPII 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 13/2 WATERSTONE.
T23213312
2699593
A17
Half -Hip Girder
1
Job Reference (optional)
M
0
o.YJU-bFCW 14-Ilyi;IURIINUbrnCb,I1IG. iviuniviar -io io:ooDbzuzl rages
ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-67keN.PHpxh79emzerOLvcKVhNjMiVvmrbe3URJzaeiT
r1 4 4 7-0-0 9-11-0 15-2-0 20-5-0 25-8-0 30-1150 36-2-0 41-5-0 44 4 0
1-4-0' 7-0-0 2-11-0 5-3-0 5-3-0 5-3-0 5-3-0 5-3-0 5-3-0 2-11-0
6x8 =
6.00 12 7x10 = 7x10 =
3 22 4 23 24 5 25 26 6 27 2829 307 31 32 8 33 34 35 s 36 37
Scale = 1:77.3
2x4 II
in 38 1139
19 40 41 18 42 43 4417 45 46 16 47 48 1549 50 14 51 52 53 13 54 55 12
1.55(8 STP = 7x10 = 7x10 = 6x8 =
23-0-8
5-3-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
1/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.63
Vert(LL)
0.57 16-17
>931
240
TCDL 7.0
Lumber DOL
1.25
BC 0.31
Vert(CT)
-0.65 16-17
>817
180
BCLL 0.0
Rep Stress Incr
NO
WB 0.60
Horz(CT)
0.12 12
n/a
n/a
BCDL 10.0 Code FBC202OfTP]2014 Matrix -MS
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 *Except* TOP CHORD
1-3: 2x4 SP No.2
BOT CHORD 2x6 SP M 26 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (size) 12=0-3-8, 2=0-8-0
Max Horz 2=276(LC 8)
Max Uplift 12=-2052(LC 5), 2=-1875(LC 8)
Max Grav 12=3307(LC 1), 2=3031(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6213/3681, 3-4=5600/3430, 4-5=-8276/5042, 5-6=-9762/5973, 6-7=-10094/6180;
7-8=-9288/5686, 8-9=-7365/4499, 9-10=-4313/2612
BOT CHORD 2-19=-3369/5491, 18-19=-4445/7165, 17-18=-5737/9234, 16-17=-6291/10127,
15-16=-6154/9899, 14-15=-5316/8538, 13-14=-3719/5950, 12-13=-1534/2392
WEBS 3-19=-1344/2504, 4-19=-2552/1659, 4-18=-992/1853, 5-18=-1585/1136, 5 17=-453/887,
6-17=-625/588, 7-16=-81/387, 7-15=-987/758, 8-15=-610/1239, 8-14=-1916/1335,
9-14=-1232/2227, 9-13=-2788/1889, 10-13=-1766/3139, 10-12=-3744/2408
PLATES ' GRIP
MT20 244/190
Weight: 591lb FT=20%
Structural wood sheathing directly applied or 4-4-9 oc purlins,
except end verticals.
Rigid ceiling directly applied or 8-8-7 oc bracing.
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 Do.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies; except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=160mph (37second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; 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) All plates are 4x6 MT20 unless otherwise indicated.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except 0=1b)
12=2052, 2=1875.
ontinued on page 2
Velez
WARNING -Veri desi �n am
fy g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE 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 MiTgk•
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 . ANS171"P11 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
Jab
Truss
Truss Type
Qty
Ply
LOT 13/2 WATERSTONE
T23213312
2699593
A17
Half Hip Girder
1
Job Reference (optional)
�F, "Y' - -Y, V � - 00-f , b.asus t-eo iz zuzi, Ml l eKinclustnes, Inc. Mon Mar 15 15:38:56 2021 Page t
NOTES-
ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-67keNPHpxh79emzerOLvcKVhNjMiVvmrbe3URJzaeiT
11) Hanger(s) or other connection device(s) shall be provided sufficient to support.concentrated load(s) 91 lb down and 16.8lb up at 7-0-0. 91 lb down and 168 lb up at
9-0-12, 91 lb down and 168 lb up at 11-0-12, 91 lb down and 168 lb up at 13-0-12, 91 lb down and 168 lb lip at 15-0-12, 91 lbdownand 168 lb up at 17-0-12,.91 lb
down and 168 lb up at 19-0-12, 91 lb down and 168 lb up at 21-0-12, 91 lb down and 168 lb up at 23-0-12, 91 lb down and 168 lb up at 25-0-12, 91 lb down and 168 lb
up at 27-0-12, 91 lb down and 168 lb up at 29-0-12, 91 lb down and 168 lb up at 31-0-12, 91 lb down and 168 lb up at 33-0-12, 91 lb down and 168 lb up at 35=0=12, 91
lb down and 168 lb up at 37-0-12, 91 lb down and 168 lb up at 39-0-12, 91 lb down and 168 lb up at 41-0-12, and 91 lb down and 168 lb up at 43-0-12, and 145 lb down
and 152 lb up at 44-2-4 on top chord, and 323 lb down and 136 lb up at 7-0-0, 66 lb down at 9-0-12, 66 Ib.down at 11-0-12, 66 lb down at, 13-0-12, 66 lb down at
15-0-12, 66 lb down at 17-0-12, 66 lb down at 19-0-12, 66 lb down at 21-0-12, 66 lb down at 23-0-12, 66 lb down at 25-0-12, 66 lb down at 27-0-12, 66 lb down at
29-0-12, 66 lb down at 31-0-12, 66 lb down at 33-0-12, 66 lb down at 35-0-12, 66 lb down at 37-0-12, 66 lb down at 39-0-12, 66 lb down at 41-0-12, and 66 lb down at
43-0-12, and 106 lb down at 44-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-11=-54, 2712=-20
Concentrated Loads (lb)
Vert: 3=-91(B)11=-145(B)12=-61(B)19=-323(B)5=-91(B).16=-41(B)8=-91(B)13=41(B)22=-91(B) 23=-91(6) 24=-91(B)=25=-91(B) 26=-91(B)27=-91(B)
28=-91(B)30=-91(B) 31=-91(B) 32=91(13) 34=-91(B) 35=-91(B) 36=-91(B) 37=-91(B) 38=-91(B) 39=-91(B) 40=-41(B) 41=41(B) 42=41(B) 43=-41(B) 44=-41(B)
45=-41 (B) 46=-41 (B) 47=-41 (B) 48=-41 (B) 49=-41 (B) 50=-41(B) 51=-41(B)52=41(B) 53=41(B) 54=-41(B)55=-41(B)
® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE.Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component,not�•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of.individual truss web and/or chord members only. Additional temporary and permanent bracing iVlii+ek�
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
job
Truss
Truss Type
Qty
Ply
LOT 13/2 WATERSTONE
T23213313
2699593
B03
COMMON SUPPORTED GAB
1
1
Job Reference o tional
a
rsraource (Pram Chy, ra), Hiant tarry, FL - 33b6l, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 15:38:57 2021 Page 1
ID:7-zuNOAdEBoQdU2OWuKTi6czl Ulk-aJHObkHRi_FOGwYrPjs88Y1xK7khEUy__glo2zlzaeiS
-1-4-0 9-4-0 _ 18-8-0 20-0-0
1-4-0 9-4-0 9.4-0
4x6 =
5x6
18-8-0
Scale = 1:35.3
I Ig
18-8-0
Plate Offsets (X,Y)--
.[2:0-4-0,0-3-11 [3:0-3-10,0-2-0l,f9:0-3-10 0-2-01 [10:0-4-0 0-3-1] [15:0-3-0 0-3-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.23
Vert(LL)
-0.00
11
n/r
120
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.07
Vert(CT)
-0.00
11
n/r
120
BCLL 0.0
Rep Stress Incr YES
WB b.09
Horz(CT)
0.00
'10
n/a
n/a
BCDL 10.0
Code FBC2020ffP12014
Matrix-S
Weight: 97lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 18-8-0..
(lb) - Max Horz 2=206(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) except 2=199(LC 12), 10=-199(LC 12), 16=-117(LC 12), 17=-118(LC
12), 18=118(LC12), 14=117(LC 12), 13=-118(LC 12), 12=-118(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 5-6=-101/329, 6-7=-101/329
WEBS 3-18=-175/300; 9-12=-172/298
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-&0, Exterior(2N) 2-8-0 to 9-4-0, Corner(3R) 9-4-0
to 13-4-0, Exterior(2N) 13-4-0 to 20-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain. loading requirements specific
to the use of this truss component..
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 Do.
8) This truss has been designed for a 10.0 psf bottom chord live load. nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10) Lumber designated with a T" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where
used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other
suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion
protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this
design. Building designer to verify suitability of this product for its intended use.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 lb uplift at joint 2, 199 lb uplift at
joint 10, 117 lb uplift at joint 16, 118 lb uplift at joint 17, 118 lb uplift at joint 18, 117 lb uplift at joint 14,118 lb uplift at joint 13 and
118 lb uplift at joint 12.
12) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2.
March 16,2021
WARNING -Verify design parameters and READ NOTES ON -THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. ��•
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek"
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI?PI! 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 y
Truss
Truss Type
Qty
Ply' .
LOT 13/2 WATERSTONE
T23213314
2699593
B04
COMMON STRUCTURAL GA
1
1
Job Reference (optional)
-- -- - ----- -- v •-• •• _••,-.,, ...... y, � ���� , y.wu J reu 14 4U 1 IVII I — 111UUbUIC5, I11U. IVIOn Mar -ID-ID:,5molo duzl rage s
ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-XiPn?QJhEcVkVEiDX8ucEz7AXxGRiJAHHcH82ezaeiQ
-1-4-0 7-5-4 14-4-0 21-2-12 28-8-0 30-0-0
1-4-0 - 7-5� TIO-12 � 6-10-12 � 7-5-4 �1_4
'Scale = 1:55.7
4x6
6.00 ,12 5
oxe I I 5x8 =
3x4 = 5x8 = 13 12 11 10
5x8 =
3x4 I I
10-33 18-3=8 18- , 1 28-8-0
10-3-5 - - 8-0-3 n_ _3
Plate Offsets (X,Y)-- .[2:0-3-8,Edge], [2:0-2-8,Edge], [4:0-3-0,0-3-4], [5:0-2-0,0=0-8], [6:0-3-0,0-3-0],[8:0-4-0,0-3•.1],:[l3:0-2-0,0-1-8], [13:0-4-0,0,3-0], [14:0-2-0,0-0-2], [14:0-470.
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 0.70
Vert(LL) -0.15 14-39 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25,
BC 0.76
Vert(CT) -0.32 14-39 >692 180
BCLL 0.0
Rep Stress Incr YES
WB 0.43
Horz(CT) 0.01 13 n/a n/a
BCDL 10.0
Code FBC2020frP12014
Matrix -AS
Weight: 201 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid'ceiling directly applied. '
WEBS 2x4 SP No.3 WEBS 1 Row -at midpt 5-13
OTHERS 2x4 SP No.3
REACTIONS. All bearings 10-8-0 except Gt=length) 2=0-8-0.
(lb) - Max Horz 2=309(LC 11)
Max Uplift All uplift 100 lb or less atjoint(s) 12, 11, 10 except 2=-440(LC 12), 13=-775(LC 12), 8=-203(LC 12)
Max Grav All reactions 250 lb or less at joints) 11, 10, 8, 8 except 2=799(LC 17), 13=1434(LC 19);
13=1274(LC 1)
FORCES. (lb) Max. Comp./Max. Ten. -All forces 250.(lb) or less except when shown.
TOP CHORD 2-4=-917/525, 4-5=-685/425, 5-6=-185/545, 6-8=-83/369
BOT CHORD 2-14=-317/1025, 12-13=-239/255, 11-12=-239/255, 10-11=-239/255, 8-10=-239/255
WEBS 5-13=-1123/709, 6-13=-453/521, 5-14=-346/879, 4-14=-521/525
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=4,0ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-4-0, Extedor(2R)
14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) 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 peg ANSI/TPI 1.
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable studs spaced at 2-0-0 qc.
7) This truss has been designed for a 10.0 psf bottom chord live load'nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where
used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other
suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion
protection is required, -and G185 galvanized plates may be used with this design. Incising factors have not been considered for this
design. Building designer to verify suitability of this product for its intended use.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) 12, 11. 10 except
Gt=lb) 2=440, 13=775, 8=203, 8=203.
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 aoolied directly to the bottom chord-
- QVIN.`VF���,.
♦ I'` � �i
Ro ;68'182
'•
It
® WARNING - Verify design parameters and READ NOTES ON,THIS AND INCLUDED MITEK REFERENCEPAGE Mil-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 ANSUTPII Quality Criteria, DSB-89 and BC51 Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
March 16,2021
Job
Truss
Truss Type
Qty
Ply
LOT 13/2 WATERSTONE
T23213315
2699593
B05
COMMON
3
1
Job Reference (optional)
�� - ""•"""'•'c 1' �� y, - 1), • y, -� - •+�•+ , - o.9ou s reu 14 NL I IVII I eK muus[nes, Inc. Mon Mtar to 1o:3`J:uu zuz1 Hage 1
ID:ZzuNOAdEBoQdU20 WuKTi6czl UI k-?uz9DmKK?vdb7OGQ4rPrmAfMSLeB RfkRWG 1 ia4zaeiP
1 4 0 7-5-4 14-4-0 21-2-12 28-8-0 30-0-0
1-4-0 7-5-4 6-10-12 B-10-12 7-5.4 1-4-0.
Scale = 1:51.7
6.00 12
4x6 =
5
3x4 =
2x4 II 3x4 = 3x8 = 2x4 I I 3x4 =
LOADING (psf)
TCLL 20.0
TCDL' 7.0
BCLL 0.0
BCDL 10.0
/-b 4 14-4-0 21-2-12
_ 7 5A 6-10-12 6-10-12
PLATES GRIP
MT20 244/190
Weight: 138 lb FT =.20%
LUMBER- BRACING -
TOP CHORD 2x4 SP N0.2 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, 8=0-8-0
Max Horz 2=322(LC 11)
Max Uplift 2=-711(LC 12), 8=-711(LC 12)
Max Grav 2=1133(LC 1), 8=1133(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1884/1201, 3-5=-1295/967, 5-7=-1295/967, 7-8=-1884/1201
BOT CHORD 2-13=-898/1703, 11-13=-898/1703, 10-11=-915/1638, 8-10=-915/1638
WEBS 5-11=-420/740, 7-11=-736/563, 7-10=0/299, 3-11=-735/563, 3-13=01299
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=7ft; 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 14-4-0, Exterior(2R)
14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 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 fit=lb)
2=711, 8=711.
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. -
SPACING-. 2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
Plate Grip DOL 1.25
TC 0.62
Vert(LL)
0.15 10-19
>999
' 240
Lumber DOL 1.25
BC 0.60
Vert(CT)
-0.20 10-19
>999
180
Rep Stress Incr YES
WB 0.86
Horz(CT)
0.07 8!
n/a
n/a
Code FBC2020/TP12014
Matrix -AS .
Iv
0
,��11'IN iV
111'1'11/r1,
FZ e�i�..
♦� ✓00
N`o :6,81:82
-10
Z
pn *.... O F : iu
March 16,2021
® WARNING - Verifp design parameters.and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 6/19/2020 BEFORE USE.
--
Design valid for use only with MiTek® connectors. This design isbased only upon parameters shown, and is for an individual building component, knot ��•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANS11rP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 13/2 WATERSTONE
T23213316
2699593
B06
HIP
1
1
Job Reference (optional)
-- . ---------- ,.._..- _.-„ . ...... ..... _ ...,..... , -.- u o roo i a c, I wn I GR'111UU5111C5, inc. rvrun mar -ro-usy:uz zuzi rage l
I D:ZzuNOAdEBoQdU20 WuKTi6czl Ulk-xH5veSLaXXtJMh QoC GSJr6IhW8Exvh?j_aWpfzzaeiN
1 4 0 6-1-9 13-6-8 15 1-8 22-6-7 28-8-0 30-0-0
1-4-0 6-1-9 7-4-15 1-7-0 :7-4-15 6-1-9 1 4=0
Scale = 1:51.9
6.00 12
5x6 =
5x6 =
5 6
3x6 i 3x4 = 3x4 '_- 3x4 = 3x6 Q
LOADING (pso
SPACING-'
2-0-0
CSI.
DEFL.
in (loc) 1/defl Ud
PLATES: GRIP
TCLL - 20.0
Plate Grip DOL
1.25
TC 0.65
Vert(LL)
-0.23 11-19 >999 240
MT20:2441190
TCDL 7:0
Lumber DOL
1.25
BC 0.96
Vert(CT)
-0.50 11-19 >693 180
BCLL 0.0 '
Rep Stress Incr
YES.
WB 0.29
Horz(CT)
0.07 9 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
-
Weight: 131 lb FT = 20%
LUMBER-
BRACING.
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=0-6-0
Max Horz 2=307(LC 11)
Max Uplift 2=-711(LC 12). 9=-711(LC 12)
Max Grav 2=1316(LC 17), 9=1316(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-2169/1262, 3-5=-1821/1047, 5-6=-1269/947, 6-8=-1822/1047, 8-9=-2170/1262
BOT CHORD 2-13=-967/2140, 11-13=-457/1365, 9-11=-998/1911
WEBS 3-13=-559/546, 5-13=-243/761, 6-11=-243/761, 8-11=-559/546
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=7ft; 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 13-6-8, Exterior(2E)
13-6-8 to 15-1-8, Exterior(2R) 15-1-8 to 20-9-6, Interior(1) 20-9-6 to 30-0-0 zone;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s).except at=lb)
2=711, 9=711.
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.
March 16,2021
® WARNING -Verify design parameters and READ NOTES ONTHIS AND INCLUDED MIT EK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. �''
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall � /�
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVliTeic*
fabrication• storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
SafetyInformation available from Truss Plate Institute, 2670 Crain Highway; Suite 203 Waldorf, MD 20601 Tampa. FL 36610
Job ,
Truss
Truss Type
Qty-
Ply:
LOT 1312 WATERSTONE
T23213317
2699593
B07
ROOF SPECIAL
1
1
o„nae � cd.re., roi., r•r..
Job Reference (optional)
- - ••"•""""'� �• •�•• "117, 1 11' ....... —y. 0.430 s ra0 I z 2021 IVII1 eK Inauslnes, Inc. Mon Mar i5 75:39:03 zuzi Pagel
ID:ZzuNOAdEBoQdU20WuKTi6czlUlk-PTfHroMClq?A r??I. zYOpHpfYbQe5QtCEFMBP.zaeiM
12-10-7
-1-4-0 5-10-9 11-6-8
1-4-0 5-10.9 5-00 22.6.0 28-8-0 30--40--00
5-7-15 2 7-60 6-2-0 1-3-7
Scale= 1:51.9
5x6 =
4x10 MT20HS =
5x6 i 6
3x4 = 2x4 // I US = 3x4 = ' . 3x6 = 3x6 —
i
4-7,15 11-6-8.
.11�7-0.
19-0-5 _
23-0-2
28-8-0
4-7-15 - 6-10-9
0- -8
7-5-5
3-11-13
5-7-14
Plate Offsets (X,Y)--
.[4:0-3-0 0-2-71.T5:0-5-0 0-3-4]17:0-3-0 0-3-41
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deft
Lld
PLATES
GRIP
TOLL 20.0
Plate Grip DOL 1.25
TC
0.88
Vert(LL)
-0.19 10-12
>999
240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC
0.88
Vert(CT)
-0.40 10-19
>866
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr YES
WB
0.47
Horz(CT)
0.07 8
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 146 lb
FT = 20%
LUMBER -
TOP CHORD
2x4 SP N0.2
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
REACTIONS.
(size) 2=0-8-0, 8=0-8-0
Max Horz 2=308(LC 11)
Max Uplift 2=-711(LC 12), 8=-711(LC 12)
Max Grav 2=1304(LC 17). 8=1306(LC 18)
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=-2302/1293, 3-4=-1676/1092, 4-5=-1468/1085,.5-6=-1537/1146, 6-7=-1880/1177,
7-8=-2154/1324
BOT CHORD 2-13=-1030/2219, 12-13=-1055/2121, 10-12=-500/1340, 8-10=-1033/1888
WEBS 3-13=0/273, 3-12=-576/457, 6-12=-337/615, 6-10=-286/767, 7-10=-477/518
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=6.0ps1f; h=25ft;.B=45ft; L=40ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-6-8, Extedor(2E)
11-6-8 to 12-10-7, Interior(1) 12-10-7 to 15-0-0, Extedor(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) ' This truss has been designed for live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,.with BCDL = 10.Opsf.
8) Provide mechanical connection (by others) of truss to bearing, plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=711 8=711.
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.
O
i
NO, �061.92
Ito 1 'SIT
'E. OF-
..0 6%
J*U-1n Velez PE Na.68182.
Mi90Tek USA,.Ine,.FLNr't 6634..
�64'Parke EasfBlytl:TampaFL 33610;
Dater
March 16,2021
--
® WARNING - VerRy tlesign parameters and REAb NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parametersho swn, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite203 Waldorf, MD 20601 Tampa, FL 36610
Job .
Truss
Truss Type
city .
Ply:
LOT 13/2 WATERSTONE"
T23213318
2699593
B08
ROOF SPECIAL
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8,430 s Feb 12 2021 MiTek.Industries, Inc. Mon Mar 15 15:39:04 2021 Page 1
I D:ZzuNOAdEBoQd U20 WUKT16cz1 Ulk-tfCg38Ng2881 c?aBJhUnxOg1 uyvsNTjORu?vjrzaeiL
-1-4-0 5-2-15 9-8-8 i10-10-7 15-0.0 22-2-b 28-8-0 30-0-0
1-4-0 S-2-15 .: 4-3-9 1-3-15 4-1-8' 7-2-9- 6-5-7 :1-4-0
Scale = 1:52.8
5x6 —
3x6 = 3x4 = 3x4 = 3x4 = 3x4 = - 3x6 =
9-6-8
--,
A03-10-5-13`
19-2-6
-
28-8-0
9-6-8
- -
8-4-1
-9-5-10
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL."
in (loc)
I/deft
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC, 0.66
Vert(LL)
-0.28 11-13
>999
240
MT20 244/190
TCDL 7:0
Lumber DOL
1.25
BC 1.00
Vert(CT)
-0.46 11-13
>753
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.79
Horz(CT)
0.07" 9
n/a
n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix -AS
Weight: 146lb FT=20%'
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP N0.2
WEBS
2x4 SP No.3
REACTIONS.
(size) 2=0-8-0, 9=0-8-0
Max Horz 2=-308(LC 10)
Max Uplift 2=-711(LC 12), 9=-711(LC 12)
Max Grav 2=1306(LC 17), 9=1308(LC 18)
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=-2184/1427, 3-4=1891/1222, 4-5=-1681/1191, 5-6=-1939%1435, 6-8=-1914/1230,
8-9=-2160/1346
BOT CHORD 2-14=-1176/2150, 13-14=-837/1835, 11-13=-521/1328, 9-11=-1016/1889
WEBS 3-14=-379/396, 4-14=-203/548, 5-13=-846/664, 6-13==636/1010, 6-11=-321/849,
8-11=-474/517
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=7ft;'Cat:
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-6-8, Exterior(2E) 9-6-8
to 10-10-7, 1nterior(1) 10-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, 1nterior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom. chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=711, 9=711.
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.
March 16,2021
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE'PAGEMI47473 rev: 51i.9120.2.0 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 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 3661b
Job ,
Truss
Truss Type
Qty
Ply
LOT 1312 WATERSTONE'
T23213319
2699593
B09
ROOF SPECIAL
1
1
Job Reference (optional)
. _ ... --- , u.You a Fuw IG LUG 1 Iwn, 1 CR;IIIDIl5l11CJ, Ir 1U. IVIUII Mar ID 7D:3`J:UO ZUZI rage I
I D:ZzuNOAdEBoQdU20 WuKTi6czl Ulk-Lsm2GUN SpSGtD99NIP?OTEN COLFZ6=AgXkTGHzaeiK
• -1-4-0 1 7-6-8 8-10-7 15-0-0 22-0-5 28-8-0 . 30-0-0 -
1-4-0 7-6-8 1-3-15 6-1-8 7-0=6 6-7-11 1 4=0
Scale = 1:51.9
5x6
5
3x4 = - 3x4 = 3x4 = 3x4 = 3x4 = 3x4
Plate Offsets (X,Y)-- [2:0-0-12,0-0-01 [3:0-3-0 0-2-71 [8:0-2-10 0-1-81
LOADING (pso
SPACING- 2-0-0
CS1.
DEFL.
in .(Ioc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.70
Vert(LL)
-0.29 10-12 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25"
BC 0.97
Vert(CT)
-0.49 10-12 >701 180
BCLL 0.0
Rep Stress Incr YES
WB 0.74
Horz(CT)
0.07 8 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 141 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD. 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 8=07870
Max Horz 2=-308(LC 10)
Max Uplift 2=-711(LC 12), 8=-711(LC 12)
Max Grav 2=1308(LC 17), 8=1310(LC 18)
FORCES. (lb) _ Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2086/1289, 3-4=-1874/1296, 4-5=-2027/1372„5-7=-1969/1242, 7-8=-2162/1302
.
BOT CHORD 2-13=-997/2022, 12-13=-1055/2159, 10-12=-510/1335, 8-10=-990/1885
WEBS 3-13=-218/618, 5-12=-560/1037, 5-10=-348/893, 7-1'0=-455/500, 4-12=-663/623,
4-13=-492/230
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=7ft; 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 7-6-8, Exterior(2E) 7-6-8
to 8-10-7, Interior(1) 8-10-7 to 15-0-0, Extbdor(2R) 15-0-0 to 19-0-0, Interior(1).19-0-0 to 30-0.0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60' plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb)
2=711, 8=711.
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.
IN
EN
I
-Q,
OF
46aouln yelei PENo.68182.
BI[[Telk USA„Inc..FL,Cert.604 .
6904-Pa[kis East Blvd. Tatnpa#L 33616
March 16,2021
WARNING-Ver ® rfy design pammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE MII-7473 rev, 6/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 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
s
Truss Type
City'
Ply
LOT 1312 WATERSTONE'
TEruO
T23213320
2699593
ROOF SPECIAL
1
1
Job Reference o tional
--- - ••'•--""•" "•••—Y, �Ir `��V••-y....u•, —oua rut, --1 Ivll I uK.IIIuu5uiv5, Inc. Ivimi ividr to lD:ju:UD GUCI rage
ID:ZiuNOAdEBoQdU2OWuKTi6czl Ulk-g2KQUpO4alOkrJkZR6WFORvNYIbetMrJuBUOokzaeiJ
• 1-1-4-0 1-4-0 I 55--66--8 10-7 10-3-5 11r3 22-0-6 28-8-0 30-0-0
3-15. 3-4-14 0-716-7-10 1-4-01-4-0-. 7-0-6
4x6 =
6
0
0
Scale = 1:51.9
3x4 = 3x4 = 5x8 — 3x4 =
3x4 =
3x4
5-6-8 - 6-10-7 10-3-5
19-6-14
22-9-12 28-8-0
5-6-8 1-3-15 3-4-14 -
9-3-9
3-2-13 5-10-4
Plate Offsets (X,Y)-- [9:0-2-10 0-1-81
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/deft L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.65
Vert(LL)
-0.31 11-13 >999 240
MT20
244/190
TCDL 7.0
Lumber D.OL 1.25
BC 0.98
Vert(CT)
-0.5211-13 >656 180
BCLL 0.0
Rep Stress Incr YES
WB 0.88
Horz(CT)
0.07 9 n/a trite
BCDL 10.0
Code FBC2020/TPl2014
Matrix -AS
Weight: 145 1b
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, 9=0-8-0
Max Horz 2=-308(LC 10)
Max Uplift 2=711(LC 12), 9=-711(LC 12)
Max Grav 2=1307(LC 17), 9=1308(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2213/1343, 3-4=-2004/1314, 4-5=-2041/1267, 5-6=-2114/1449, 6-8=-1967/1225,
8-9=-2161/1287
BOT CHORD 2-14=-1073/2153, 13-14=-1199/2419, 11-13=-487/1331, 9-11=-990/1884
WEBS 3-14=-318/734, 4-14=-659/380, 4-13=-558/435, 5-13=-299/370, 6-13=-665/1163,
6-11=-353/898, 8-11=-457/507
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; eave4ft; 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 5-6-8, Exterior(2E) 5-6-8
to 6-10-7, Interior(1) 6-10-7 to 15-0-0, Extedor(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf'bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf. •
7) Provide mechanical connection (by others) oftruss to bearing, plate capable of withstanding 100 lb: uplift atjoint(s) except (jt=1b)
2=711,9=711.
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.
.�QU I N ' V F'��y
♦J.
i
No, :681;82
March 16,2021
® WARNING -Verify design parameters andREAD NOTES ON THISAND INCLUDED MITFJC REFERENCEPAGE MII-7473 rev. 5/18/2020 BEFORE USE. ,��•
Design valid for use only with MiTek® connectors. This design is based onlyupon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members. only. Additional temporary and permanent bracing a is always required for stability and to prevent collapse with possible personal injury and. property damage. For general guidance regarding the piTek
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANS11TPlf Quality Criteria, DSB-89 and BC3/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty'
Ply
LOT 13/2 WATERSTONE ..
2699593
B11
ROOF SPECIAL
1
1
T23213321
Job Reference (optional)
y, Li, lam uny, rL - 00a61, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 15:39:07 2021 Page 1
ID:ZzuNOAdEBoQdU20 WuKTi6czlUlk-I Euoh9PjL3WbTSJm_p 1 UYfSXd9yAatyT7rDaKAzaei l
1 4-0 3-6-8 4-10-7 7-11-8 15-0-0 22-0-5 28-8-0 30-0-0
1-4-0 3-6-8 1-3-15 3-1-1' 7-0=8 7-0-6 6-7-11
Scale = 1:51.9
5x6 =
3x4 = Sx8 = 3x4 = 3k4 =
3x4 =
3x4
3-6-8 4,10-7 6-2-5 10-5-1
19-6-14
23-5-11 28-8=0
3-6-8 - 1-3-15 1-3-14- 4-2-12 -
9-1-13
3-10-13 5-2-5
Plate Offsets (X Y)-- ..(9:0-2-10 0-1-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.75
Vert(LL)
-0.30 11-13 >999 240
MT20
244/190
TCDL 7.0
Lumber DOL 1:25
BC 0.96
Vert(CT)
-0.50 11-13 >687 180
BCLL 0.0
Rep Stress Incr YES
WB 0.63
Horz(CT)
0.07 - 9 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 142 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2z4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=0-8-0
Max Horz 2=308(LC 11).
Max Uplift 2=-711(LC 12), 9=-711(LC 12)
Max Grav 2=1305(LC 17), 9=1307(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2307/1352, 3-4=-2573/1498, 4-5=-2971/1732, 5-6=-2056/1280, 6-8=-1961/1205,
8-9=-2155/1264
BOTCHORD, 2-14=-1103/2255, 13-14=-1126/2342, 11-13=-490/1343, 9-11=-984/1878
WEBS 3-14=475/958, 4-14=-1235/736,5-14=-380/768, 5-13=-688/621, 6.13=-478/1042,
6-11=-345/890, 8-11=-456/498
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=7ft; Cat.
ll; 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 3-6-8, Exterior(2E) 3-6-8vIN
to 4-10-7, Intedor(1) 4-10-7 to 15-0-0, Extefior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces &
MWFRS for
P.Q
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
��` ,O E N
,'�\r�
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.
NO
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 376,0 tall by 2-0-0 wide
Sk
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 00Ib uplift at joint(s) except Gt=1b)
2=711, 9=711.
-d
y 3 ST OF VJ
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.
l,T� R 1 P`=`sue
��/lal'J.1►1�
4i quln Velez PE N6.6818'2
MITek USA„Inc,.Ft,Ceit 8634:
'6904 Parke East Blvd. Tampa;FL 3361B,
Date:
March 16,2021
®WARNING - Verify design parameters and READ NOTES ON THIS AND, INCLUDED MITEK REFERENCEPAGE 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 Welk'
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 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 13/2 WATERSTONE:
T23213322
2699593
B12
Roof Special Girder
1
1
Job Reference (optional)
-- - •--•^•- , -••• Y. 0.90u s reu I [ LUL I IVII I ex"InOeSlrleS, Inc. ivion Mar in io:oU Ub zuzi rage 1
ID:ZzuNOAdEBoQd U20 WuKTi6czl Ulk-mRSAuVQL6NeS4cuyYXYj5s_k?ZJ2JIjcMVz7sczaeiH
-1-4-0 1-6-8 2-10-7 6-2-13 10-3-5 15-0-0 21-5-2 25-7-8
1=4-0 1-6-8 1-3-15 3-4 6 4-0-8 4-8-10 6-5-2 4-2 G
6.1
4x6 =
7
10
3x4 = 5x8 = 5x8 = 3x6 = 3x4 = 6x8 =
Scale = 1:48.9
2-10-7 10-3-5
-
19 6 14 25 7 8
2-15-7 7-4-14
9-3-8 - "6-0-10
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/deft L/d
PLATES GRIP
TOLL 20.0
Plate Gnp DOL 1.25
TC 0.58
Vert(LL)
-0.29 11-13 >999 240
MT20 244/190
TCDL 7.0
Lumber-DOL 1.25
BC 0.85
Vert(CT)
-0.4811-13 >641 180
BCLL 0.0
Rep Stress Incr NO
WB 0.73
Horz(CT)
0.05 10 n/a n/a
BCDL 10.0
Code FBC2020rrP12014
Matrix -MS
Weight: 144 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied or2-11-7 oc purlins,
BOT CHORD 2x4 SP No.2 *Except*
except end verticals.
2-12: 2x4 SP No.1
BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-3-8
Max Horz 2=270(LC"7)
Max Uplift 2=-653(LC 8), 10=-531(LC 8).
Max Grav 2=1013(LC 13), 10=1061(LC 14)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1799/910, 3-4=-2784/1346, 4-5=-3421/1710, 5-6=-1753/886, 6-7=-1799/1041,
7-8=-1277/745
BOT CHORD 2-14=-871/1754, 13-14=-1046/2157, 11-13=-378/1011, 10-11=-521/1018
WEBS 3-14=-641/1469, 4-14=-1551/838, 5-14=-611/1317, 5-13=-572/434, 6-13=-286/307,
7-13=-520/1154, 7-11=-85/377, 8-1 0=-1 343/697
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=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
2=653,10=531.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(§) 31 lb down and 114 lb" up at
1-6-8 on top chord, and 67 lb up at '1-6-8 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 (plo
Vert: 1-3=754,,3-4=-54, 4-7=-54, 7-9=-54, 10-15=-20
Concentrated Loads (lb)
Vert: 3=73(F)18=45(F)
%pUIN.�V����i .
i
:681.82
S F 44k%
'fR
March 16,2021
® WARNING - Yerifyr design parameters and READ NOTES ON THIS AND INCLUDED MITFJC REFERENCE "PAGE Mil-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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
.Job
Truss
TrussType
Qty
Ply
LOT 13/2 WATERSTONE
T23213323
2699593
C1
Jack -Open
6
1
Job Reference (optional)
--••_-•- • ••-•"""•"" P •"•••.,••n. • /•. , ,�, •• �••r, o.9ou J reu I LUL I IVII IeK Inausmes, Inc. Ivion mar io io:JB:UB zuz1 liage I
ID:YARgCUhM7owkVEMpPNjefG2Awvz-EdOZ6rRztgmJi mS86E4ye4X=tzss2wJlb9igP3zaeiG
-1-4-0i 0-11-4
1-4-0 0-11-4
Scale = 1:7.6
r 101c VIIJcID ^ T lam-
tL.U-1-4,U-U-Lt
-
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ltd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.26
Vert(LL)
0.00
5
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.05
Vert(CT)
0.00
5
>999
180
BCLL 0.0
Rep Stress Incr YES,
WB 0.00
Horz(CT)
0.00
4
n/a
n/a
BCDL 10.0
Code FBC2020rrPI2014
Matrix -MP
Weight: 5 lb 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=0-8-0, 4=Mechanical
Max Horz 2=91(LC 12).
Max Uplift 3=-3(LC 1), 2=-226(LC 12), 4=-15(LC 1)
Max Grant 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.
Structural wood sheathing directly applied or 0-11-4 ccpurlins.
Rigid ceiling directly applied or 10-0-0 cc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide.
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) 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=226.
%% QUIN.�VF���,.
N4 68182
�' ST OF 'w 4U
.0�
1�11a11'1���
Joaqulrr Uelei PE No:68162,
MiTek 11SA;,lnC. FL Cert`66$4.
6904 Parke East Bh Tampa FL33610
March 16,2021
WARNING -Verify design parameters and REAL) NOTES ON THIS AND INCLUDED MIT REFERENCE . - 0 BEFORE USE.
GE MII-7473 rev. S/19/202 D •
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not _
atruss system. Before use, the building designer must verify the applicability of design parameters and 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 lrussesand 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
Truss Type
Qty
Ply
LOT 13/2 WATERSTONE"
T23213324
2699593
C3
JACK -OPEN
4
1
-R„ilrlo a Firc}Cn c /Dl�nr f`i/..
FI � DI�n1 r`a.. CI
Job Reference (optional)
__..__._ ..._...__.__ , .........y, ..y, 6 reu. IL cuc r Iva I eRJllaustrles, IrIC. Mon IVlar 15 15:39.09 202i rage 1
I D:zmbLkv5ELl DtgyehS Mn ND7z4_Wx-EdO.Z6rRztgmJimS86E4ye4X_tzpl2wJlb9igP3zaeiG
-1-4-0 3-11-4
' 1-4-0 ' 2-11=4
Scale = 1:12.7
H
dace unsecs tA,TI-- .lz:u,u-4,tagej .
LOADING'(psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/def. Ltd
PLATES. GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.26
Vert(I..L)
0.02 4-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.23
Vert(CT)
0.02 4-7- >999 180
BCLL 0.0
Rep Stress Incr YES:
WE 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
TOP CHORD
Structural wood sheathing directly applied or 2-11-4 cc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8=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(LC3)
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=7ft; Cat.
it; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;, porch left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60, plate grip DOL=1.60
2) Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading, requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom.chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide.
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb)
2=245.
N D 681.82'
March 16,2021
®WARNING - Verity design parameters and READ NOTES ON PHIS AND INCLUDED MITEK REFERENCE'PAGE MII-7473 rev. 5N 912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p /�
building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing iTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Iyl
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
,Job
Truss
Truss Type
Qty
Ply
LOT 13/2 WATERSTONE
T23213325
2699593
C5
JACK -OPEN
4
1
Job Reference (optional)
1-4-0
0
o au s reu is cuc i rvp i eNinuusrnes, Inc. Nlon Marto 1b:.iwiu zuzi rage 1
ID:zmbLkv5ELIDtgyehSMnND7z4 Wx-ipaxJBRbe_UAKw1LgybBAH45uM4cnNZvppSExVzaeiF
4-11-4
4-11-4
3x4 =
i 4-11-4
Scale = 1:17.6
mate onsets (A,Y)--
12:U-1-4 U-U-2I
- -
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.56
Vert(LL)
0.07
4-7
>897
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.46
Vert(CT)
-0.06
4=7
>613
180
BCLL 0.0
Rep Stress Incr . YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 18lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=214(LC 12)
Max Uplift 3=-128(LC 12), 2=-196(LC 12)
Max,Grav 3=133(LC'17); 2=262(LC 1), 4=86(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ff;.B=45ft; L=40ft; eave=7ft; Cat. -
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live.load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other IiVe 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 2-0-6 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b)
3=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.
ivo� 6aysz
'Ar
pa FL 33610.
March 16,2021
®WARMING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. ��•
Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the�applicability of design parameters and properly incorporate this design into the overall _
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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
Ply.
LOT 1312 WATERSTONE
T23213326
2699593
D.01
SPECIAL
2
1
B 'Id
Job Reference (optional)
w errs FirstSource (Plant City, FL), Plant City, FL , 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 15:39:11 2021 Page 1
I D:zmbLkv5ELIDtgyehSMnND7z4_Wx-AO8JXXSDP I01 x4cXDf6Q)1/cDpmKg Whl22TBnTxzaeiE
-1 4-0 5-5-12 8-81
9 0 15-7-5 22.0-0 23-4-0
1-4-0 5-5-12 3-2-4 0-4- 6-7-5 6-4-11, 1-40
Scale = 1:47.1
7x10
4x6 2x4 11
ao-o
4 8-0-0 &0 15-7-5 21-8-0'-0 0
4- 7-8-0 &0 - G7-5 - 6.0-11 4
mace Unsecs tA,T)--
Iz:u-z-ti u-1-al IU:U-U-B U-1-8J 112:0-1-8
0-2-0]
[14:0-6-0 Edge]'
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) Well. Lid
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.74
Vert(LL)
0.35 14-19 >300 240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.86
Vert(CT)
0.30 14-19 >346 180
MT20HS
187/143
BCLL 0.0
Rep Stress Incr . YES
WB 0.58
Horz(CT) -0.01 9 n/a nla
BCDL 10.0
Code FBC2020frPI2014
Matrix -AS
Weight: 119 lb
FT = 20%
LUMBER-'
BRACING.
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except:
5-12: 2x6 SP No.2
6-3-0 cc bracing: 12-14
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP No.3 -t 3-0-1, Right 2x4 SP No.3 A 3-2-5
REACTIONS. (size) 2=04-0, 14=0-4-0, 9=0-3-8
Max Horz 2=425(LC 11)
Max Uplift 2=-601(LC 12), 14=-717(LC 12). 9=-768(LC 12)
Max Grav 2=411(LC 21), 14=843(LC 1), 9=558(LC 22)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-556/1757, 4-5=-163/448, 5-7=-187/395, 7-9=-472/1583
BOT CHORD 2-14=-439/197, 12-14=-1041/327, 5-14=-294/17, 11-12=-1246/474, 9-11=-1246/474
WEBS 4-14=-260/579, 7-11=-718/260, 7-12=-544/1445
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=7ft; 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 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left and right,exposed ;:porch left and tight exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) All plates are MT20 plates unless otherwise indicated.
5) All plates are 3x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
2=601, 14=717, 9=768.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
N:O :6,618 2' .
t
S OF
. �.
U 11.11►
ill
Jtiaguln:UeleziaE`No.68lli .
MTCek USA,,InC..FL,Cerf66N,
.6904-Parke EisfBlvd;Jainpa FL 33610.
Date:
March 16,2021
® WARNING-VerR
�-
ydesign 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 any 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 ANS11TPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke E
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MParke Blvd.
D 20601 Tampa, 3ast
Job
Truss
Truss Type
Qty
Ply
LO13/2 WTERSTONE
2699593
D01S
MONO TRUSS
3
1
T23213327
Job Reference o tional
---- ---, • . -„ .._._ -.-„ • _ ___-• , u.-rou a rco i c au< i rvn r uK muusujvb, mc.. Mon Mar 10 'io:dy:lz /uzl rage 1
ID:zmbLkv5ELl DtgyehS Mn ND7z4_Wx-eChhktTrAb8uZEBjnNdfFi9 QeAffFEeCH7xL?NzaeiD
-1-4-0 6-0-10 8-10-0
1;-4`0 : 6-0-10 2-9-6
Ill
4.
oxo. —.
3x6 =
Scale = 1:28.3
U-1U-d
_
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl -
Ud
PLATES GRIP
TCLL 20.0
Plate Grip ;DOL 1.25
TC 0.61
Vert(LL)
0.36
6-10
>264.
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.94
Vert(CT)
0.31
6-10
>301
' 180
BCLL 0.0
Rep Stress lncr YES
WB 0.22
Horz(CT)
-0.00
6
n/a
n/a
BCDL 10.0
Cade FBC2020/TP12014
Matrix -AS
Weight: 42 lb FT =.20%
LUMBER -
TOP CHORD 2x4 SP N0.2
60T CHORD 2x4 SP N0.2
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-4-0, 6=0-3-8
Max Horz 2=332(LC 12)
Max Uplift 2=-404(LC 12), 6=-408(LC 12)
Max Grav 2=388(LC1), 6=326(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-256/169
BOT CHORD 2-6=-495/202, 5-6=-495/202
WEBS 3-5=-300/736
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end verticals.
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=7ft; 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 8-8-4 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.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
2=404,6=408.
6) 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
a > �w ..
OF 40
Joagtilri Yele PE:Nt%$8182
MiTek-USk,:Inc.. Fl-GertE634:.
Wit Parke East Blvd. Tampa;FL 3361 f}
Bate.
March 16,2021
® WARNING.- Verity design parameters and READ NOTESO N-THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473rev. 5/18/2020-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 ANS11TPI1 quality Criteria, DSB-89 and Bost Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job r
Truss
Truss Type
Qty
Ply:
LOT 13/2 WATERSTONE.
T23213328
2699593
D02
GABLE
1
1
Job Reference (optional)
o."uu areu IG 4U41 IVII I erc 11MUSIrIes, Inu. iviun ivlalr to io::5emo zuzi rage 1
ID:zmbLkv5ELl DtgyehSMnt4D7z4_Wx-6OF3yDUTxvGIB NmwL48uowiVHa3T_dhLVnguYgzaeiC
-1-4-0 6-0-10 - 8-8-0 9 0 0 14-11-6 22-0-0 23-4-0
1-4-0 6-0-10 2-7-6 0-4- 5-11-6 7-0-10 1-4-0
4x6
Scale = 1:44.6
8-0-0 . 6-8-Q 14-11-6
6-3-6 . F-R-in . ..
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 6.0 *
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 0.93
BC 0.64
WB 0.49
Matrix -AS
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) I/dell Ud
0.19 8-10 >839 - 240
0.16 8-10 >986 180
0.03 8 n/a n/a
PLATES, GRIP
MT20 244/190
Weight: 144 lb FT.= 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x6 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except:
8-12: 2x4 SP No.2 P
6-10-0 oc bracing: 11-13
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Right: 2x4 SP No.3
REACTIONS. (size) 8=0-3-8, 2=0-4-0, 14=0-4-0
Max Horz 2=423(LC 11)
Max Uplift 8=-780(LC 12), 2=-560(LC 12), 14=-743(LC 12)
Max Grav 8=587(LC 1), 2=394(LC 21), 14=807(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-250/496, 4-5=-185/438, 5-6=-219/458, 6-8=-682/1629
BOT CHORD 2-14=-250/143, 13-14=-250/143, 11-13=-1053/336, 10-11=-1382/565, 8-10=-1348/561
WEBS 6-10=-710/257, 6-11=-573/1540, 4-13=-255/506
NOTES-�
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph
���.; t
VF�
(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=7ft; Cat.
II; Exp
P,Qv'..
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 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left
E N �
S�
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 loads
!�
N o :6,81'82'
wind in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
�'
Gable End Details as applicable, or consult qualified building designer as.per ANSI/TPI 1.
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading; requirements specific
`
to the use of this truss component.
�•
5) All plates are 2x4 MT20 unless otherwise indicated.
i .•
6) Gable studs spaced at 2-0-0 cc.-
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for live load
'OF
O �.
i1 .S�t� �_ ��
"ri
a 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 othermembers.
ti`i. N f;V,
�I� SS? ' "
9) lt
inrs lumber.hpressure-treatedignated with a "P" is
this Plates Oor
!�,
,. ; 1V
used mberr.
ouldbe pr tected r mcorrosion per recommendation of the treatment company. Borate there
suitable treatment may be used if it does not corrode the plates. If ACQ, CBA,•or CA-B treated lumber is used, improved corrosion
Joa4uin;VelezPE:No.68182..
protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this
MiTek USA;:Ine..FL,Cert6634..
design. Building designer to verify suitability of this product for its intended use.
6904 P2ike East BIvd:Tampe;FL 33610 _
10) Provide mechanical connection (by others) of truss to bearing plate capable'of withstanding 100 lb uplift at joint(s) except (lt=1b)
Date.
8=780, 2=560, 14=743.
Marrth 1R 7f194
;ontinued on page 2
WARNING.- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. S/i 9/2020 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 ANS11TPl1 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 TruT23213328
ss Truss Type Qty Ply LOT 1312 WATERSTONE:
2699593 D02 GABLE 1 1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,- 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 15:39:13 2021 Page 2
MOTES-
ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-6OF3yD UTxvGIBNmwL48uowiVHa3T_dhLVnguYgzaeiC
11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord bottom chord. and 1/2" gypsum sheetrock be applied directly to the
® 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
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?P11 Quality Criteria, OSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
M1•
MiTek°
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 13/2 WATERSTONE
T23213329
2699593
E7
JACK -OPEN _
37
1
Job Reference o tional
.9
1
o."OU s reo iZ ZUri.IVII IeKinausrnes, Inc. Mon Mar is 75:38:14 ZU21 Hage 1
ID:YARgCUhM7owkVEMpPNjefGzAwvz-bapR9YU6iD OcoXL6vof7L7Eg9_MMjBZVkRQR4GzaeiB
1 4-0 7-0-0
b4-0 7-0-0
Scale = 1:22.6
3x6 = Y
7-0-0
7-0-0
Plate Offsets (X Y)-- . [2:0-0-4 Edge)
LOADING ,(psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/clef( Ltd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.93
Vert(LL) 0:22 4-7 >376 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.86
Vert(CT) -0.21 4-7 >390 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.01 3 n/a n/a
BCDL 10.0
Code FBC2020frPI2014
Matrix -AS
Weight: 24 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size) 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 Gram 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=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exte,6or(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof Iive.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.
`,t� y-� ,
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing of
♦ ,
QV IN VC ���
plate capable withstanding 100 lb uplift atjoint(s) except Gt=lb
♦♦♦
OP < �.
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. :6,8182
=p ;ct.z
70F .� /
AFL 33610
March 16,2021
A WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITFJQ REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors, This design is based only upon parameters shown, and is for an individual building component„not '
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing A A'T�1�IC'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MY� 1
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job, . Truss Truss Type Qty Ply LOT 13/2 WATERSTONE.
2699593 E7V Jack -Open 3 1
Job Reference o tional T23213330
Builders FirstSource (Plant City, TL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 15:39:15 2021 Page 1
I D:YARgCUhM7owkVEMpPNjefGzAwvz-3nN gMuVkTW WrQhwl SVBMtLng8NhwSeoez59?cizaeiA
1 4-0 7-0-0
1-4-1 - - 7-0-0
Scale = 1:22.6
.1
1
3x6
Plate Offsets (X Y)--
,[2:0-0-10 Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(too)
I/deft
Ud
TCLL 20.0
Plate Grip DOL 1.25
TC 0.97
Vert(LL)
0.23
4-7
>356
240
TCDL 7.0
Lumber DOL 1.25
BC 0.90
Vert(CT)
-0.22
4-7
>378
180
BCLL 0.0
'
Rep Stress Incr YES
WB 0.00
Horz(CT)
-0.03
3
n/a
file
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.1
BOT CHORD 2x4 SP N0.2
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=278(LC'12)
Max Uplift 3=-200(LC 12), 2=-210(LC 12)
Max Gray 3=200(LC 17), 2=336(LC 1), 4=121(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
PLATES GRIP
MT20 244/190
Weight: 25 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied. .
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. -
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, 1merior(1) 2-8-0 to 6-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer% Project engineer responsible for verifying applied roof live load shown covers rain loading: requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom.chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSIITPI 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=1b)
3=200, 2=210.
8) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component„not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see . ANSI/rp/f Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601
i
fV:o 681'82
ie
wr
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
March 16,2021
,lob
Truss
Truss Type
Qty
Ply
LOT 13/2 WATERSTONE
U3213331
2699593
E7VA
Jack -Open
1
1
Job Reference (optional)
Builders Firstaource (Plant city, rt_l,
I
rant city, FL - 33567, 8.430 s Feb 12 2021 MiTekindustries, Inc. Mon Mar 15 15:39:16 2021 Page 1
^ ID:YARgCUhM7owkVEMpP.NjefGzAwvz-XzxCaEWMEgeK2rV000ibQYK8gn7YB52nCIvY89zaei9
1-4-0"
3x4
Scale = 1:22.6
6-1-8
0-10-8
Plate Offsets (X,Y)-- [2:0-1-15,0-0-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate G60 DOL 1.25
TC 0.41
Vert(LL) 0.09
6-12 >923 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.49
Vert(CT) -0.10
6-9. >864 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.02
5 n/a file
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 30 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) 4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=278(LC.12)
Max Uplift 4=-120(LC U), 2=-195(LC 12), 5=-46(LC 12)
Max Grav 4=126(LC 17), 2=361(LC 1), 5=226(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 3-8=-737/709
BOT CHORD 2-6=-996/840, 3-6=-807/957
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=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2r8-3, Interior(1) 2-8-3 to 6-11-4 ione;C-C for
members and forces &'MWFRS for reactions shown; LumberrCOL=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 far a 10.0 psf bottom chord live load nohconcurrentwith 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.
+��� • V N �I� ._
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
��, ,O ,• G E'N
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5 except Qt=lb)
,
N o '681_$2
�,
4=120, 2=195.
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
7k , * ••
W.
sheetrock be applied directly to the bottom chord.
=o
OF
O R , ON,,�.
N - � ..
Joaquln-.V f PE N&68182.
MITek USAJhc. FL.C6rt66M .
=6904 Parke EastiBlvd. Tampa FL 33610;
Date:
March 16,2021
--
® WARNING -Verify tlesign parameters and READ NOTES dN THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 611 9/2020 BEFORE USE: ��'
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and, property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see . ANSI?Pit 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 13/2 WATERSTONE
T23213332
2699593
E7VB
Jack -Open
1
1
Job Reference (optional)
------- ----- -,-
-•v•- - - - I1111a 41,a rvn r cn,uruumues, u)c. rvwn mar to ia:ay:-Ii zucl rage
ID:YARgCUhM7owkVEMpPNjefGzAwvz-?9VanaX?8mBg?4hawDgymsE7BOtwYlxQPe5hbzaei8
1 4-0 4-1-8 7-0-0
1-4-11 4-1-8 - 2-10-8
I
0
3x4
Scale = 1:22.8
o vuxw ln, r i-_
.lc.u-u- i a,�a9et
-
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) •'I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.75
Vert(LL) 0.24 6-12 >344 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.81
Vert(CT) -0.22 6 >387 180
BCLL 0.0
Rep Stress Incr YES
WB 0,00
Horz(CT) -0.07 5 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 28 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) 4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=278(LC 12)
Max Uplift 4=-156(LC 12), 2=-193(LC 12), 5=-25(LC 12)
Max Grav 4=172(LC 17), 2=364(LC 1), 5=154(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 256 (lb) or less except when shown.
TOP CHORD 3-8=-807/767
BOT CHORD 2-6=-1063/895, 3-6=-862/1025
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=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11r4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component..
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5 except Gt=lb)
4=156, 2=193.
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.
,,�I,illf
No. ;68'1'82
�'Cc:�
E 'O'F'`
Or
el
Joaqul Velez PE No:68182,
MiTek USA„ InCjL ur1l6634'.
`6964 Parlie'East`Bltrd. Tar ipa;pL 3361 Q.
Date:
March 16,2021
WARNING- Verify design parameters and READ NOTES O.INCLUDED MITE . AND K REFERENCE PAGE MII-7473 rev. 5119/20. - BEFORE USE.
Design valid for. use only with MiTekit 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 ANSI117P/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 ParkBlvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MParke East D 20601 Tampa, East
,Job , r .
Truss
Truss Type
Qty'
Ply
LOT 13/2 WATERSTONE'
T23213333
2699593
E7VC
Jack -Open
1
1
Job Reference (optional)
...... ...y, . - ... ---, :. e.vw q ruu 14- 1 Ivq r K muuburu5, Inc. ivion velar 7D 1O:.Sya / ZUzi rage 1
ID:YARgCUhM7owkVEMpPNjefGzAwvz-?9VanaX_?8mBg?4hawDgymsDtBU WwVgxQPe5hbzaei8
• -1-4-0 2-1-8 4-6-2 7-0-0
12-6-10 2 3 14
fl
0
3X6
3.00 F12
LOADING (pso
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Udefl
- Lid'
TCLL 20.0
Plate Grip DOL
1.25
TC 0.83
Vert(LL)
0.16
3
>528
240
TCDL 7.0
Lumber DOL
1.25
BC 0.44
Vert(CT)
-0.16
3=7
>506
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.22
Horz(CT)
-0.12
li
n/a
n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 5=Mechanical, 2=0-8-0, 6=Mechanical
Max Horz 2=278(LC:12)
Max Uplift 5=-32(LC 12), 2=-224(LC 12). 6=-162(LC 12)
Max Grav 5=24(LC 17), 2=313(LC 1). 6=257(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-9=-269/67
BOT CHORD 3-7=-558/328
WEBS 4-7=-438/749
Scale = 1:22.6
PLATES GRIP
MT20 244/190
Weight: 31 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Inte(or(1) 2-8-0 to 6-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss'connections.
6) Bearing atjoint(s) 2 considers parallel to grain value using ANSlfrPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5 except (jt=lb)
2=224, 6=162.
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.
=L 33610;
March 16,2021
® WARNING - Verify design parameters and READ NOTES ONTHIS AND INCLUDED MITEK REFERENCE'PAGE MII-7473 rev. 5/19/2020 BEFORE. USE.
Design valid for use only with MiTekO connectors. must verify the applicability of design parameters and properly incorporate this design inThis design is based only upon parameters shown, and is for an individual building cponent, not ��•
a truss system. Before use, the building designer omto the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANS11TFl1 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 13/2 WATERSTONE
T23213334
2699593
F01
GABLE
1
1
Job Reference (optional)
III
•-••• n .. •.�•y- - --- a reu is LUZ I IVII I ert rrlOO5lne5, Inc. ivioniviar to loida:l t5 ZUZ1 Page l
ID:zmbLkv5ELlDtgyehSMnND7z4_Wx,Tm3y?wYclRulH9et8dk3VzPREbs?f J4f3OfD1zaei7
-1-4-0 4-4-0 8-8-0 10-0-0
1-4-0 4-4-0 4-4-0 1,4-0
Scale = 1:21.5
46
4
5xS = 5x8 =
T
o.
Plate Offsets (X,Y)--
"-v-
(2.0-4-0 0-3-11, [6:0-4-0 0-3-11
4-u-u
4-0-0
0-44
LOADING (pso
SPACING- 2-0-0
CS1.
DEFL.
in
(loc)
I/deft
Ud
PLATES, GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.60
Vert(LL)
0.03
8-17
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.30
Vert(CT)
0.03
8-17
>999
180
BCLL 0.0
Rep Stress Incr . YES
WB 0.08
Horz(CT)
-0.00
6
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 45lb FT=20%
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2 P
WEBS
2x4 SP No.3
OTHERS
2x4 SP No.3
REACTIONS.
(size) 2=0-4-0, 6=0-4-0
Max Horz 2=-103(LC 10)
Max Uplift 2=-481(LC 12), 6=-481(LC 12)
Max Grav 2=393(LC 1), 6=393(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten..- All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-310/1107i 4-6=-310/1107
BOT CHORD 2-8=-777/250, 6-8=-777/250
WEBS 4-8=-519/140
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=7ft;'Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-4-0, Exterior(2R) 4-4-6
to 8-2-0, Interior(1) 8-2-0 to 10-0-0 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
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5) Gable studs spaced at 2-0-0 Do.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where
used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other
suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion
protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for.this
design. Building designer to verify suitability of this product for its intended use.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb)
2=481, 6=481.
10) This truss design requires that'a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord,
IN'V,���i .
Et 'e
10 '68182
'STOO F
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Ml `ek;USA„Inc.Est-FLGeit6834... .
6904 Parke Blvd; TafnpaFL33
Qata -.
March 16,2021
WARNING-Veri �desi 'n pars
--
® .. . _ fy. g p meters and READ NOTES ON THIS AND INCLUDED MITE( REFERENCEPAGE 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 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 MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f 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 13/2 WATERSTONE
2699593
H7
DIAGONAL HIP GIRDER
2
1
T23213335
Job Reference (optional)
y, 1, 8.43U s Feb 12 2021.MiTek Industries, Inc. Mon Mar 15 15:39:20 2021 Page 1
ID:YARgC UhM7owkVEMpPNjefGzAwvz-PkAjQcZsH391XSoGF2mXaOUgBOVy7pVN6NtmHwzaei5
-1-10-10 5-2-5 9-10-13
1-15-10 5-2-5 e_R_R
5-2-5
LOADING (psf) SPACING- 2-0-0
CSI.
TCLL 20.0 Plate Grip DOL 1.25
TC 0.44
TCDL 7.0 LumberDOL 1.25
BC 0.46
BCLL 0.0 Rep Stress Incr NO
WB 0.36
BCDL 10.0 Code FBC2020rrP12014 :
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical
Max Horz 2=278(LC.8)
Max Uplift 4=-147(LC 8), 2=-349(LC 8), 5=-178(LC 9)
Max Grav 4=124(LC 1), 2=517(LC 1). 5=330(LC 1)
FORCES. (lb) -,Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown'.
TOP CHORD 2-3=-765/459 .
BOT CHORD 2-7=-524/693, 6-7=-524/693
WEBS 3-7=-26/286, 376=-751/568
Scale = 1:22.1
3x4 =
9-1
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
Vert(LL)
0.04
7-10
>999.
240
MT20 2441190
Vert(CT)
-0.07
6-7
>999
180
Horz(CT)
0.01
-5
n/a
n/a
Weight: 43 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 7-11-0 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=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip'DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component..
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss -connections.
6) Provide mechanical connection (by, others) of truss to bearing, plate capable of withstanding 100 lb uplift atjoint(s) except at=lb)
4=147,2=349, 5=178.
7) Hanger(s),or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 18 lb up at
1-5-12, 64lb down and 18 lb up at 1-5-12, 5 lb down and 100 lb up at 4-3-11, 5 lb down and 100 lb up at 4-3-11, and 37 lb down
and 155 lb up at 7-1-10, and 37 lb down and 155 lb up at 7-1-10 on top chord, and 41 lb up at 1-5-12, 41 lb up at 1-5-12, 5 lb
down and 54 lb up at 4-3-11, 5 lb down and 54 lb up 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.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 5-8=-20.
Concentrated Loads (lb)
Vert: 13=-75(F=-37, B=-37) 15=10(17=-5, B=75) 16=-57(F=-28, B=-28)
® WARNING -.verify design parameters and READ NOTES ON •THIS AND INCLUDED MITEK REFERENCE�PAGE Mll-7473 rev. 5/19/2020 BEFOREUSE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing
is. always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see , ANSUTPI1 quality Criteria, DSB-99 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
S
OF
44/
,��
.• -.
R.
Z
MF
WOW
6904 Parke East Blvd.
Tampa, FL 36610
March 16,2021
,w 1 I "
269959.3
Builders Fir:
t russ I russ Type Qty Ply: - LOT 13/2 WATERSTONE'
T23213336
H17 Diagonal Hip Girder 1 1
Job Reference (optional)
loot City, FL), Plant City, FL- 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 15:3919 2021 Page 1
I D:ZzuNOAdEBoQdU20 WuKTi6cz1 Ulk-xYcKCGYE4VI0uvJD3hLF12ByhO?FDOSoEuj7CITzaei6
1-10-10 2-2-3
1-10-10 2-2-3
i1
Scale = 1:9.1
Plate Offsets (X,Y)-- r2:0-2-10 0-0-21
2-2-3
223
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.32
Vert(LL)
0.00 7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.11
Vert(CT)
0.00 7 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.00
Horz(CT)
0.00 2 n/a n/a
BCDL 10.0
Code FBC20201TPI2014
Matrix -MP -
Weight: 10 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied. or 2-2-3 oc:purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4--Mechanical
Max Horz 2=109(LC.8)
Max Uplift 3=-61(LC 1), 2=-249(LC 8), 4=-46(LC 1)
Max Grav 3=51(LC By, 2=165(LC 1), 4=40(LC 8)
FORCES. (lb) -.Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1:60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf'bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3,4 except at=lb)
2=249.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 75 lb up at �, OP �<�
G EN
1-5=12, and 60 lb down and 75 Ib up at 1-5-12 on top chord, and 48 Ib up at 1-5-12, and 48 Ib up at 1-5-12 on bottom chord. The �� : �,�
design/selection of such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face, of the truss are noted as front (F) or back (B). {N'0 6818.2
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
�._.
Uniform loads (plo O F
Vert: 1-3=-=-54, 4-5=-20
Concentrated Loads (lb) 0,
Vert: 8=150(F=75, B=75) 9=51(F=26, B=26).R \\`
pa;FL33610,
March 16,2021
WARNING de ® Verify gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/'I9/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component,:not
a truss system. Before use, the building designer must verify theapplicabilityof design.paramelers 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 ANSUTPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 PaEast Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD Parke East 20601 Tampa, rk
0o r r g JTruss
699593 PB1
Builders FirstSource (Plant'City, FL), : Plant City, FL -
3
Ply
T23213337
4 I 1
8.430 s Feb 12 2021 MiTek;lndustries, Inc. Mon Mar 15 15:39:21 2021 Page 1
ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-txk5dyaV2MHc8cNSpmHm7c1 OGoxPsK5WL1 cJgMzaei4
8-8-0
46
6
3x6 = "" 2x4 II 3x6 =
LOADING (pso
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Lld
TCLL 20.0
Plate Grip DOL
1.25
TC 0.36
Vert(LL)
n/a
n/a
999
TCDL 7.0
Lumber DOL .
1.25 .
BC 0.13
Vert(CT)
n/a
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.08
Ho/z(CT)
0;00 4
n/a
n/a
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
Scale = 1:16.7
PLATES- GRIP
MT20 244/190
Weight: 27 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or.6=0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 8-8-0.
(lb) - Max Horz 1=-82(LC 10) .
Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-128(LC 17), 2=-264(LC 12), 4=-264(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown.
WEBS 3-6=-133/259
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=7ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except at=lb)
1=128, 2=264, 4=264.
8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6.
9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
1a':FL 336i11
March 16,2021
�—
WARNING. design parameters and READ NOTES ON D THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid far use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component„not•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf 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
} 91
2699593 IPB2
VALLEY
Ply
T23213338
' I I I I Job Reference (optional)
(Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek•Industries, Inc. Mon Mar 15 15:39:22 2021 Page 1
ID:? 1 YDfltmYJI NmupVDA3te2z4H2S-M71Tglb7pgPTmmyeNTp?fpaBOCGebnKgahMsMozaei3
4-0-0 4-4-0 4-8-0 8-8-0
4-0-0 0-4-0 0-NO 4-0-0
Scale = 1:17.2
46 =
N
I7
d
6
3x6 = 2x4 II 3x6
4-4-0 8-8-0
4-4-0 4-4-0
LOADING (psi)
SPACING-
2-0-0
CSI.
DEFL.
in (loc) I/defl Ud
PLATES_ GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.36
Vert(LL)
We n/a 999
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.13
Vert(CT)
n/a n/a 999
BCLL 0.0
Rep Stress Incr
YES
WB 0.08
Horz(CT)
0.00 4 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix-P
Weight: 26 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc-purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. All bearings 8-8-0.
(lb) - Max Horz 1=82(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-128(LC 17), 2=264(LC 12), 4=-264(LC 12)
Max Grav All reactions 250 lb or less at joints) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 3-6=-133/259
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=46ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except Qt=lb)
1=128, 2=264, 4=264.
8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6.
9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
® WARNING.- Verify design parameters and READ NOTES oN THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSUTPlf Quality Criteria, DSB-89 and SCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
IUI N'
:,�` "OP: •
KID- 68182
Ail
Welk'
6904 Parke East Blvd.
Tampa, FL 36610
March 16,2021
rdob. +
Truss
Truss Type
Qty
Ply
LOT 13/2 WATERSTONE
2699593
PB3
VALLEY
2
1
T23213339
n„rise. F' - tS
Job Reference (optional)
s irs ource (Plant Ctry, FL),, Plant City, FL - 33567, 8.430 s Feb 12 2021 MITek:Industries, Inc. Mon Mar 15 15:39:23 2021 Page 1
ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-gJsr2dbla_XKOwXrwBKEC16NBcbnKDcppL5QuFzaei2
2-0-0 4-4-0 6-8-0 8-8-0
2-0-0 2-4-6 2-4-0 2-0-0
3x4 = 3x6 II 3x4 =
6.00 12 3 9 4
10 5
2x4 =
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 FBC20201TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
Scale = 1:16.5
O
2x4 =
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TC 0.27
Vert(LL) n/a
rile 999
MT20 244/190
BC 0.13
Vert(CT) n/a
n/a 999
W 3 0.14
Hcrz(CT) -0.01
. 7 n/a n/a
Matrix-S
Weight: 24 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6;0-0 cc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
REACTIONS. All bearings 8-8-0.
(lb) - Max Horz 1=35(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2 except 8=-142(LC 8)
Max Grav All reactions 250 lb or less atjoint(s) 1, 7, 2 except 8=283(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-199/367, 3-4=-192/367, 4-5=-192/367, 5-6=-192/370
BOT CHORD 2-8=-258/148, 6-8=-258/148
WEBS 4-8=-218/469
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=7ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-15 to 2-0-0, Extedor(2R) 2-0-0 to 6-0-0, Interior(1) 6-0-0
to 6-8-0, Exterior(2E) 6-8-0 to B-4-1 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 jive load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by, others) oftruss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 7, 2 except
(jt=lb) 8=142.
9) Beveled plate or shim required to Provide full bearing surface with truss chord at joint(s) 2', 8.
10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
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MITek USklik..FL.Cert.6634`."
:6904 Parke East'Blvd. Tarn_pa;FL 33610.
Date:
March 16,2021
® WARNING.- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511012020 BEFORE USE.
Design valid for use only with MlTeke connectors. This design is based only upon parameters shown, and is for an Individual building component, not '
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610
Symbols
PLATE LOCATION AND ORIENTATION
3j4' Center plate on joint unless x, y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
0_117 v
For 4 x 2 orientation, locate
plates 0- "i ' from outside
edge of truss.
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
(Drawings not to scale)
1 2 3
BOTTOM CHORDS .
8 7 6 5
A General Safety. Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g.
diagonal or X-bracing, is always required. See BCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative Tor I
bracing should be considered.
❑
X 3. Never exceed the design loading shown and never
0 stack materials an inadequately braced trusses.
U 4. Provide copies of this truss design to the building
pdesigner, erection supervisor, property owner and
I— 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
This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1.
required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT. 7. Design assumes trusses will be'suitably protected from
connector plates. the environment in accord with ANSI/TPI 1.
" Plate location details available in MiTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the plate
4 x 4 Width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
LATERAL BRACING LOCATION
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T or I bracing
if indicated.
BEARING
Indicates location where bearings
(supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur...
Min size shown is fogy crushing only.
Industry Standards:
ANSIITP11: 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.
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: MII-7473 rev. 5/19/2020
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
specked.
13. Top chords must be sheathed or purlins provided at
spacing indicated on design.
14. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
15. Connections not shown are the responsibility of others.
16. Do not cut or alter truss member or plate without prior
approval of an engineer.
17. Install and. load vertically unless indicated otherwise.
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19. Review all portions. of this design, (front, back, words
and pictures) before use. Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture in accordance with
ANSIITPI 1 Quality Criteria.
21.The design does not take into account any dynamic
or other loads other than those expressly stated.