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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200
r81 F D Maitland, Florida 32751
P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com
Website: www.fdseng.com
ENGINEERING ASSOCIATES
September 21, 2020
Building Department
Ref:
Adams Homes
Lot:
Lot 33 Blk 1
Subdivision:
Fort Pierce - Waterstone
Address:
8700 Merano Ave.
Model:
2000 A LHG 3CF
KA #
20-6603
Truss Company:
Builders First Source
Date of drawings:
9/14/20
Job No.:
2472638
Wind Speed:
160
Exposure:
C
Truss Engineer:
Walter P. Finn
To whom it may concern,
- RECEIVED
O C T 2 7 2020
ST. Lucie County, Permitting
We have reviewed the truss design package for the project referenced above. This truss package
complies with the original design intent and the underlying structure will accommodate all
indicated loads. We approve the truss package without comment based upon the truss layout and
truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss
Engineer.
Please note, this review is only for general conformance with the design concept of the project.
Contractor or sub -contractor is responsible for matching all structural components and details
shown in the construction documents. Contractor or sub -contractor is also responsible for
confirming all quantities and dimensions; selecting appropriate fabrication processes and
techniques; and coordinating work with all other trades.
Note: Truss ID's may vary.
If you have any questions, please do not hesitate to call.
Sincerely, (A.
9/21/2020�4 Cazl A. Brown, P.E. Luis EalJ6 ToFL. # 56126 FL. #�'7 4 F :��
r
r �
"Doing Business with a Senuisc '."WA9,t%Q.WEye for Detail"
�1111111110111
3P L
CONNECTORS SCHEDULE
ROOF TRUSS
QT
ID
MODEL ROOF UPLIFT SYM
0
A-
LUS24 / JUS24
1 895 / 835
490 /510
1LA'
10
A
HTU26/ THD26
3600 / 3470
1555 / 2330
ILA
0
B
HTU28 / THD28
4680 / 5040
2140 / 2330
1LB
1
C
HTU26-2 / THD26-2
3600 / 3355
2175 / 2340
1 1 Lc
0
D
HTU28-2 / THD28-2
4680 / 5005
3485 / 2595
J LP
0
E
HGUS26-2 / THDH26-2
5320 / 5245
2155 / 2340
1 LE
0
F
HGUS28-2 / THDH28-2
7460 / 8025
13235 / 3330
J IF
0
G
HGUS26-3 / THDH26-3
5230 / 5245
2155 / 2340
1 LG
0
H
HGUS28-3 / THDH28-3
7460 / 7835
3235 / 4370
1 w
0
J
THJA26 / HJC26
9100 / 8990
4095 / 4370
1 (I
3X8NOP
nn nn nn
• • IF • •
EX POSED TO WIND
am■
d and Approved ❑ Revise and Resubmit
d with Notations ❑ Not Reviewed (see explanation)
I or Comments made on equipment submittals or shop drawings during this review do
connector from compliance with requirelrents of the drawings and specifications.
is only for review of general conformance with the Concept of the project and
tipIiance with the information given in the contract documents. The contractor is
for confirming and Correlating all quantities and dimensions; selecting fabrication
ad techniques of constmetioq Coordinating his work with that of art other trades and
his work in a safe and satisfactory manner
FDS ENGINEERING ASSOCIATES
112020 By. BH
?D.: Project No.: 20-6603 Project Eng.: Luis Torres
ne: Adams Homes - Fort Pierce - Waterston -Lot 33 BIIL I
VEF IFY ALL DIMENSIONS AND MUM CONUTIONS PRIOR TO APIROVAL
SOME CEIUNG FRANING REOURED IN FIELD BY BULDFR
MNN WIND FORCE RESISTWO SYSTEJWCl HYBRID WIND ASCE7-10
IMPORTANT
ENCLOSED
EXPOSURE CATEGORY
OCOVPANCY CATEGORY U
This Drawing Must Be Approved And
VAND LOAD IN MPH
WIND IMPORTANCE FACTOR 1.00
Returned Before Fabrication Will
TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LNE LOAD
Begin. For Your Protection Check All
NONCONCURRENT WITH ANY OTHER LIVE
LOADS
Dimensions And Conditions Prior To
Approval Of Plan.
SIGNATURE BELOW INDICATES ALL
ROOF LOADING
FLOOR LOADING
NOTES AND DIMENSIONS HAVE
TCLL: 20 PSF
TCLL: 40 PSF
BEEN ACCEPTED.
TCDL• 07 PSF
TCDL: 10 PSF
By Data
BCDL• 10 PSF
BCDL• 6 PSF
TOTAL: 37 PSF
TOTAL: 66 PSF
DURATION: 1.25
DURATION: 1.00
CAUTIONM
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-B1 SUMMARY SHEETS
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (is. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hours And Investigation By
Builders First Source.
NO EXECPTIONS.
The General Contractor Is Responsible
For All Connections Other Than Truss
to Truss, Gable Shear Wall, And
Connections. Temporary and
Permanent Bracing, And Ceiling And
Roof Diaphragm Connections.
ROOF PITCH: 6112
CEILING PITCH: 3112
TOP CHORD SIZE: 2 X 4
BOTTOM CHORD SIZE: 2 X 4
OVERHANG LENGTH: 16"
END CUT: Plumb
CANTILEVER: —
TRUSS SPACING: 24"
BUILDING CODE: FBC2017
BEARING HEIGHT SCHEDULE
Hatch Legend
Bottom of SM at 10
- 10CEILING
jj% FRAME ceiling TO e'
9' ceiling
B-OT TO 12-ff KNEE WALL
BUILDER:
Adams Homes
PROJECT:
Single Family
MODEL:
LANAI
ADDRESS: 1 8700 MERANO AVE
LOT I BLOCK:
3311
SUBDIVISION:
WATERSTONE
CITY: FORT PIERCE
DRAWN BY: K SANCHEZ
JOB H : 2472638
DATE 1 09/14/2020 SCALE: I NTS
PLAN DATE: 1 2020
REVISIONS:
1.
2
3.
4.
L,!RBullftrs
ume
4408 Airport Road
Plant City, FL 33663
Ph. (813) 3054300
Fax(813) 306-1301
r
1)
Lumber design values are in accordance with ANSI/TPI 1
These truss designs rely on lumber value-estab#
mln�e
RE: 2000 A ELEVATION CORRECTED - LOT 33/1
Site Information: 6904 Parke East Blvd.
Customer Info: Adams Homes Port St Lucie Project Name: 2472638 Model: 2000 �aRAA� R) RAI
Lot/Block: 33/1 Subdivision: WATERSTONE
Address: 8700 MERANO AVENUE —
City:
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: FBC2017/TP12014 Design Program: MiTek 20/20 8.2
Wind Code: ASCE 7-10 Wind Speed: 160 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 57 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
T21297986
A01 S
9/14/20
23
T21298008
C1 S
9/14/20
2
T21297987
A02S
9/14/20
24
T21298009
C1 V
9/14/20
3
T21297988
A03S
9/14/20
25
T21298010
C3
9/14/20
4
T21297989
A04S
9/14/20
26
T21298011
C3P
9/14/20
5
T21297990
A05S
9/14/20
27
T21298012
C3S
9/14/20
6
T21297991
A06S
9/14/20
28
T21298013
C3V
9/14/20
7
T21297992
A07
9/14/20
29
T21298014
C5
9/14/20
8
T21297993
A09
9/14/20
30
T21298015
C5P
9/14/20
9
T21297994
A10
9/14/20
31
T21298016
C5S
9/14/20
10
T21297995
All
9/14/20
32
T21298017
C5V
9/14/20
11
T21297996
Al2
9/14/20
33
T21298018
D01
9/14/20
12
T21297997
A13
9/14/20
34
T21298019
D02
9/14/20
13
T21297998
A14
9/14/20
35
T21298020
D03A
9/14/20
14
T21297999
A15
9/14/20
36
T21298021
E2A
9/14/20
15
T21298000
A16
9/14/20
37
T21298022
E5
9/14/20
16
T21298001
B01
9/14/20
38
T21298023
E7
9/14/20
17
T21298002
B02
9/14/20
39
T21298024
E7P
9/14/20
18
T21298003.
B04
9/14/20
40
T21298025
E7V
9/14/20
19
T21298004
Cl
9/14/20
41
T21298026
G01 S
9/14/20
20
T21298005
C1B
9/14/20
42
T21298027
G02S
9/14/20
21
T21298006
C1 C
9/14/20
43
T21298028
G03S
9/14/20
22
T21298007
C1 P
9/14/20
44
T21298029
G05S
9/14/20
The truss drawing(s) referenced above have been prepared by MiTek USA, Inc.
under my direct supervision based on the parameters
provided by Builders FirstSource (Plant City, FL).
Truss Design Engineer's Name: Finn, Walter
My license renewal date for the state of Florida is February 28, 2021.
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek or TRENCO. Any project specific information included is for MiTek's or
TRENCO's customers file reference purpose only, and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability of the design parameters or the designs for any particular building. Before use,
the building designer should verify applicability of design parameters and properly
incorporate these designs into the overall building design perANSI/TPI 1, Chapter 2.
September 14,2020
Finn, Walter 1 of 2
IMIM
1MII1�
MiTek 0
RE: 2000 A ELEVATION_ CORRECTED - LOT 33/1 WATERSTONE MiTek USA, Inc.6904 Parke East Blvd..
Tampa, FL 33610-4115
Site Information:
Customer Info: Adams Homes Port St Lucie Project Name: 2472638 Model: 2000 A 3CAR 1 OX20 LANAI
Lot/Block: 33/1 Subdivision: WATERSTONE
Address: 8700 MERANO AVENUE —
City:
City: Fort Pierce State: FL
No. Seal# Truss Name Date
45
T21298030
H2
9/14/20
46
T21298031
H5
9/14/20
47
T21298032
H7
9/14/20
48
T21298033
H7P
9/14/20
49
T21298034
H7V
9/14/20
50
T21298035
K01
9/14/20
51
T21298036
K02
9/14/20
52
T21298037
L01
9/14/20
53
T21298038
L02
9/14/20
54
T21298039
V01
9/14/20
55
T21298040
V02
9/14/20
56
T21298041
VO4
9/14/20
57
T2.1298042
V05
9/14/20
2 of 2
Job
Truss
Truss Type
Qty
Ply
LOT 33/1 WATERSTONE
T21297986
2000_A_ELEVATION_COR-
A01S
Roof Special
1
Job Reference o tional
DUIIUtlrs re touulue trla(It l.Ity, rLf, rlarlt Uly, rL - 00001, o.L4V s mar s LULU MI ILK muusines, Inc. Mun oep l4 -i D:4,m+i Lulu rage -I
ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-?IEJyTQAgD6gRJGgJJ 1 iJBZXJCE_16Z4pg FBwydg H4
1-4-0 6-5-7 8-8-0 12-2-13 18-9-11 19-4-8 22-3-1 2SS7 26-1%1 33.5.12 3 11 3&&0
,cot 1-0-0 6-5.7 2-2-9 3-6-13 3-6-13 3-6-13 2-10-9 3-2-6 3-4-9 4-7-12 0-5- 4-8-12
a
5x6 =
Scale=1:70.7
7x10 = 11
4x6 = 4x6 = 7x10 = 6xB = 6x8 = 6x8 =
6.00 12
3 4 5 6 8 9 10
1
36 3x4 �
1.5x8 STP =
35
12 37
31
21
24 23 22
I
M
2 25
y[ 1 2x4 11 7xl0 - 4x6 = 8x14 MT20HS =
13 I .
v
11
5x8 = 20 19 18 17 16 15
14 O
5x8 = 5x8 =
4x6 = 3.00 12 46 = 5x8 =
2x4 II 4x6 =
2x4 11
1-:L7 8-8-0 12-2-13 15-8-11 19-48 1 10 22-3.1 25-5-7 28-10.0 33.11-4
38-6-0
6.5-7 2-2-8 3-6-13 3-6-13 3-6-13 0. 2 2-10.8 3-2-6 3-4-8 S
48-12
Plate Offsets (X Y)-
[3:0-4-12 0-4-0] [6:0-5-0,0-4-8] [8:0-2-12 0-0-0] [9:0-3-8 0-3-0] [10:0-5-4 0-2-81[19:0-0-0 0-2-0] [21:0-9-12 0-3-8] [24:0-5-0 0-4-12]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.70
Vert(LL) 1.15 20 >405 240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.92
Vert(CT) -1.40 20 >332 180
MT20HS 187/143
BCLL 0.0
Rep Stress Incr YES
WB 0.82
Horz(CT) 0.48 13 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -AS
Weight: 490 lb FT = 20
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied.
3-6,6-10: 2x6 SP No.2, 10-11: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied.
BOT CHORD 2x6 SP No.2 *Except*
21-24: 2x6 SP M 26
WEBS 2x4 SP No.3 *Except*
9-21: 2x4 SP No.2
REACTIONS. (size) 13=Mechanical, 2=0-8-0
Max Horz 2=224(LC 11)
Max Uplift 13=-802(LC 12), 2=-921(LC 12)
Max Grav 13=1432(LC 1), 2=1506(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4937/3369, 3-4=-8146/5515, 4-5=-1014416815, 5-6=-11416/7624, 6-7=-11417/7625,
7-8=-13194/8805, 8-9=-11218/7505, 9-10=-4376/3056, 10-11=-2458/1779,
11 -1 2=-2501/1789,12-13=-2915/2032
BOT CHORD 2-25=-3000/4484, 24-25=-2987/4485, 23-24=-5387/8258, 22-23=-6611/10144,
21-22=-8609/13206, 19-21=-1571288, 8-21=-601/1039, 18-19=-774/1177,
17-18=-2551 /3894, 15-17=-2553/3891, 14-15=-1701 /2583, 13-14=-1701 /2583
WEBS 3-24=-2756-22=271826397-2221186211Y3664-24�
Pl`
878/65211981853329/2231818 21�-2689/4140,AP`'(�R
10-18=-436/720,11-15=-1305/1920,10-15=-2347/1703,12-15=-507/426
•=��:;c E N 'c;`•-V�/rl�r„
NOTES-
1) 2-ply truss to be connected together with 1Od (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 oc.
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 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-5-7, Exterior(2) 6-5-7 to
10-5-7, Interior(1) 10-5-7 to 28-10-0, Exterior(2) 28-10-0 to 32-10-0, Interior(1) 32-10-0 to 38-8-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live Iliad 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.
0rf9nfwdaDgipffgW for truss to truss connections
Q--f w k— 11A anon
®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 33/1 WATERSTONE
T21297986
2000_A_ELEVATION_COR-
A01S
Roof Special
1
Job Reference o lional
tlUtloers Mrst5ource (Plant City, I-L), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:44:41 2020 Page 2
ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-?IEJyTQAg D6gRJGgJJ 1 iJBZXJCE_16Z4pgFBwydgH4
NOTES-
'110) 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.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 802 lb uplift at joint 13 and 921 lb uplift atjoint 2.
12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the
bottom chord.
®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 verily the applicability of design parameters and property incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Olty
Ply
LOT 33/1 WATERSTONE
T21297987
2000_A_ELEVATION_COR-
A02S
Roof Special
1
1
Job Reference (optional)
builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:44:43 2020 Page 1
ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-yhM4PdUgilTg4kTeyjLVnkGt?6tvScl sY79MFpydgH2
1-4-0 6-11-13 8-5-7 13-10-15 19-4-6 23-4-15 27-5-7 2 -10- 33-5-12 3 -3- 38-8-0
-4-0 6-11-13 -5-10 5-5-8 5-5-8 4-0-8 4-0-8 1-4-9 4-7-12 0-9- 4-4-11
•
5x6 =
34 =
6.00 12 2x4 -,\ 4 29 30 5
3
1.5x8 STP = 28
27
2 20 19
�1
qI 6x12 MT20HS = 3x4 =
0
5x8 3.00 12
8-8-0 13-10-15 ,
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 7.0 LumberDOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2 `Except`
1-4: 2x4 SP No.1
BOT CHORD 2x4 SP No.1 `Except'
6-16: 2x4 SP No.3, 14-17,11-14: 2x4 SP No.2
WEBS 2x4 SP No.3 `Except`
7-18,15-18: 2x4 SP No.2
WEDGE
Left: 2x4 SP No.3
5x6 =
46 = 5x8 = 5x6 =
9
6 7 31 32 8 _l t-_
17 16
2x4 II
15
5x12 =
14 13
46 = 5x8 =
Scale = 1:71.0
3x4
10 �
34
0
0
11 jr? N
v
0
12
2x4 11 3x6 =
CSI.
DEFL.
in (loc) I/deft L/d
PLATES
GRIP
TC 0.76
Vert(LL)
1.1018-19 >422 240
MT20
244/190
BC 0.97
Vert(CT)
-1.3618-19 >340 180
MT20HS
187/143
WB 0.98
Horz(CT)
0.58 11 n/a n/a
Matrix -AS
Weight: 206 lb
FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied. Except:
10-0-0 oc bracing: 16-18
REACTIONS. (size) 11=Mechanical, 2=0-8-0
Max Horz 2=224(LC 11)
Max Uplift 11=-802(LC 12), 2=-920(LC 12)
Max Grav 11=1433(LC 1). 2=1507(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4705/3193, 3-4=-4527/3078, 4-5=-4227/2891, 5-6=-5647/3809, 6-7=-5982/4016,
7-8=-3113/2239, 8-9=-2373/1763, 9-10=-247311728, 10-11=-2870/1940
BOT CHORD 2-20=-2810/4239, 19-20=-3513/5647, 18-19=-3770/6094, 13-1 5=-1 65212660,
12-13=-1663/2531, 11-12=-166312531
WEBS 3-20=-1491302, 4-20=-1175/1781, 5-20=-1549/1091, 5-19=-57/366, 6-19=-523/309,
7-18=-2068/3321, 7-15=-2054/1384, 15-18=-2134/3466, 8-15=-421/724, 9-13=-1244/1840,
8-13=-1639/1205,10-13=-473/420
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-5-7, Extedor(2) 8-5-7 to
12-5-7, Interior(1) 12-5-7 to 28-10-0, Exterior(2) 28-10-0 to 32-10-0, Interior(1) 32-10-0 to 38-8-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) 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.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 802 lb uplift at joint 11 and 920 lb uplift
at joint 2.
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
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I1912020 BEFORE USE. ��
Design valid for use only with Mi rek® 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. M A
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing O VI iTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 3311 WATERSTONE
T21297988
2000_A_ELEVATION_COR—
A03S
Hip
1
1
Job Reference (optional)
tiuuaers mrsrsource (t'lani Ldty, t-L), mant t.Ity, t-L - 6.5013 6.z4u s Mar v zuzu MI I ex Inaustrles, Inc. Mon Sep 14 1o:44:44 zuzu rage 1
ID:hKY1ep9FiDwfFyJCybTuLLyv92?-QtwSczVlTbbhhu2rWRtkKxp22WEuB830nnuvoFydgH1
1-4-0 7-3-3 8-8-0 10-5-7 14-10-13 23-9-6 28-2-9 32-4-15 38-8-0
1-4-0 7-3-3 -4-13 1-9-7 8-10-9 4-5-3 4-2-7 6-3-1
5x6 =
4 27
5x6 = 2x4 II 3x6 =
5x6 =
28 5 29 6 30 7 31 8
Scale = 1:68.4
15 14 — 12 11
5x8 = 3.00 12 4x6 I
3x6 = 2x4 II 3x6 =
5x12 =
LOADING (psi)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
LumberDOL 1.25
Rep Stress Incr YES
Code FBC2017/TP12014
CS].
TC 0.74
BC 0.92
WB 0.68
Matrix -AS
DEFL. in (loc) I/deft L/d
Vert(LL) 0.71 16-17 >652 240
Vert(CT)-0.9916-17 >468 180
Horz(CT) 0.44 10 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 208 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied.
1-4: 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied. Except:
BOT CHORD 2x4 SP No.1 'Except*
10-0-0 oc bracing: 14-16
6-14: 2x4 SP No.3, 13-15,10-13: 2x4 SP No.2
WEBS
1 Row at midpt 12-16,
7-12
WEBS 2x4 SP No.3 *Except*
12-16: 2x4 SP No.2
WEDGE
Left: 2x4 SP No.3
REACTIONS. (size) 10=Mechanical, 2=0-8-0
Max Horz 2=237(LC 11)
Max Uplift 10=-802(LC 12), 2=-920(LC 12)
Max Grav 10=1433(LC 1), 2=1507(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4701/3338,3-4=-4482/3239, 4-5=-3411/2481,5-6=-4259/3024, 6-7=-4197/3007,
7-8=-2136/1692, 8-9=-2377/1766, 9-10=-2760/1968
BOT CHORD 2-18=-2943/4236, 17-18=-2091/3381, 16-17=-2563/3988, 6-16=-226/253,
11 -1 2=-1 650/2425, 10-11 =-1 650/2425
WEBS 3-18=-243/396, 4-17=-369/719, 5-17=-820/678, 5-16=-127/428, 12-16=-1944/3000,
7-16=-886/1490, 7-12=-1483/1096, 8-12=-547/832, 9-12=-495/479, 4-18=-1021/1319
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 10-5-7, Exterior(2) 10-5-7 to
16-1-5, Interior(1) 16-1-5 to 28-2-9, Exterior(2) 28-2-9 to 33-10-7, Interior(1) 33-10-7 to 38-8-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8D2 lb uplift at joint 10 and 920 lb uplift
at joint 2.
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.
September 14,2020
®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 Mrrek® connectors. This design is based only upon parametersshown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicabilityof design parameters and 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.
SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 3311 WATERSTONE
T21297989
2000_A_ELEVATION_COR—
A04S
Hip
1
1
Jab Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:44:45 2020 Page 1
ID:hKY1ep9FiDwfFyJCybTuLLyv92?-u3TggJWwEvjXJ2cl380zt9M9nwdbwZd9?ReTKhydgHO
1-4.0 7-3-3 8-8-0 12-5-7 19.4-0 26-2-9 30-0-0 1-4-1 38-8-0
�, 1.4-0 7-3-3 103 3-9-7 6-10-9 6-10-9 3-9-7 -4-13 7-3-3
3x12 MT20HS
3.00 12
12-5-7
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
LumberDOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
10.0
Code FBC2017rrP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
2-14,8-9: 2x4 SP M 31
WEBS 2x4 SP No.3
WEDGE
Right: 2x4 SP No.3
REACTIONS. (size) 8=Mechanical, 2=0-8-0
Max Harz 2=278(LC 11)
Max Uplift 8=-804(LC 12), 2=-922(LC 12)
Max Grav 8=1429(LC 1), 2=1504(LC 1)
5x6 =
3x8 = 5x6 =
4 31 32 5 33 34 6
5x8
Scale=1:68.6
CSI.
DEFL.
in (loc) I/deft Lid
PLATES
GRIP
TC 1.00
Vert(LL)
0.77 11>603 240
MT20
244/190
BC 0.76
Vert(CT)-0.9610-11 >485 180
MT20HS
187/143
WB 0.79
Horz(CT)
0.59 8 n/a file
Matrix -AS
Weight: 209 lb
FT = 20
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied. Except:
4-6-0 oc bracing: 8-9
JOINTS
1 Brace at Jt(s): 9
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4710/3338, 3-4=-4469/3234, 4-5=-2874/2202, 5-6=-2877/2176, 6-7=-4487/3206,
7-8=-4729/3311
BOT CHORD 2-14=-2952/4263, 13-14=-1760/2860, 11-13=-2022/3290, 10-11=-2022/3290,
9-1 0=-1 71412863, 8-9=-290714268
WEBS 3-14=-304/436, 4-13=-190/490, 5-13=-654/409,5-11=0/282,5-10=-651/397,
6-1 0=-1 781488, 7-9=-315/442, 4-14=-1211/1739,6-9=-1209/1673
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf,, h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 12-5-7, Exterior(2) 12-5-7 to
18-1-5, Interior(1) 18-1-5 to 26-2-9, Extedor(2) 26-2-9 to 31-10-7, 1nterior(1) 31-10-7 to 38-8-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2=0-0 wide
will fit between the bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Bearing at joint(s) 2 considers parallel to grain value using ANSl1TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 804 lb uplift at joint 8 and 922 lb uplift
at joint 2.
11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
September 14,2020
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. �Y
Design valid for use onlywith MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTeiC"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 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 3311 WATERSTONE
T21297990
2000_A_ELEVATION_COR—
A05S
Hip
1
1
Job Reference o lional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:44:47 2020 Page 1
ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-gSbbE?XAm WzFYMmQBZQRyaRX8jF6OZmST17ZOaydgH_
1r —4-Oi 4-6-11 8-8-0 14-5-7 19-4-0 24-2-9 30-0-0 34-1-5-1-5 3%-
1-4-0 ' 4-6-11 4-1-5 5-9-7 4-10-9 4-10-9 4 4-6-11
�1
0
5xB
3.00 12
6.00 12
LOADING (psf)
SPACING-
2-0-0
TCLL 20.0
Plate Grip DOL
1.25
TCDL 7.0
Lumber DOL
1.25
BCLL 0.0
Rep Stress Incr
YES
BCDL 10.0
Code FBC2017[TP12014
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
1-4,8-10: 2x4 SP No.1
BOT CHORD 2x4 SP No.1 *Except*
16-17: 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=Mechanical
Max Horz 2=319(LC 11)
Max Uplift 2=-922(LC 12), 10=-804(LC 12)
Max Grav 2=1504(LC 1), 10=1429(LC 1)
5x6 =
3x4 = 5x6 =
30 6 31 327
Scale = 1:69.3
5xB ZZ
CSI.
DEFL.
in (loc) I/defl L/d
PLATES
GRIP
TC 0.88
Vert(LL)
0.6814-15 >679 240
MT20
244/190
BC 0.95
Vert(CT) -0.98 12-14 >475 180
MT20HS
187/143
WB 0.42
Horz(CT)
0.57 10 n/a nla
Matrix -AS
Weight: 221 lb
FT = 20
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied. Except:
3-7-0 oc bracing: 10-11
WEBS
1 Row at midpt 4-14, 8-12
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4683/3233, 3-4=-4564/3161, 4-5=-2834/2042, 5-6=-2495/1945, 6-7=-2497/1921,
7-8=-2836/2015, 8-9=-4578/3130, 9-10=-4694/3303
BOT CHORD 2-15=-2859/4437, 14-15=-2613/4126, 12-14=-1555/2614, 11-12=-2567/3979,
10-11=-2886/4230
WEBS 4-15=-592/1148, 4-14=-1751/1293, 5-14=-559/968, 6-14=-338/278, 6-12=-337/266,
7-12=-577/969, 8-12=-165011287, 8-11=-611/1111, 9-11 =-1 34/302
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-5-7, Exterior(2) 14-5-7 to
20-1-5, Interior(1) 20-1-5 to 24-2-9, Exterior(2) 24-2-9 to 29-9-5, Interior(1) 29-9-5 to 38-8-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) This truss has been designed for a 10:0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
8) Refer to girder(s) for truss to truss connections.
9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 922 lb uplift at joint 2 and 804 lb uplift
at joint 10.
11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
September 14,2020
®WARNING - Veri(y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek@ connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 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
Jab
Truss
Truss Type
Qty
Ply
LOT 3311 WATERSTONE
T21297991
2000_A_ELEVATION _COR-
A06S
Hip
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:44:48 2020 Page 1
ID:hKY1ep9FiDwfFyJCybTuLLyv92?-Ie9zSLYpXg56AVLclHxgUn_il7bP7wVbhPs7wOydgGz
11 4-0, 7-3-3 8-8-0 16-5-7 22-2-9 30-0-0 at 4-13 38-8-0
'1.4-0 7-3-3 -4-13 7-9-7 5-9-2 7-9-7 -4.13 7-3-3
6.00 12
M
O
5x8 % 3.00 12
8-8-0
LOADING (psf)
SPACING-
2-0-0
TCLL 20.0
Plate Grip DOL
1.25
TCDL 7.0
Lumber DOL
1.25
BCLL 0.0
Rep Stress [nor
YES
BCDL 10.0
Code FBC2017rrP12014
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
1-4,7-9: 2x4 SP No.1
BOT CHORD 2x4 SP No.1 'Except`
14-15: 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=Mechanical
Max Hom 2=360(LC 11)
Max Uplift 2=-922(LC 12), 9=-804(LC 12)
Max Grav 2=1504(LC 1), 9=1429(LC 1)
6x8 =
8x10 =
Scale = 1:70.3
5x8 ZZ
CSI.
DEFL.
in (loc) I/defl Ud
PLATES
GRIP
TC 0.87
Vert(LL)
0.71 12-13 >651 240
MT20
2441190
BC 0.95
Vert(CT)-0.9612-13 >485 180
MT20HS
187/143
WB 0.78
Horz(CT)
0.61 9 n/a We
Matrix -AS
Weight: 215 lb
FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied. Except:
3-9-0 oc bracing: 9-10 ,
WEBS
1 Row at midpt 4-12, 6-12, 7-11
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4690/3127, 3-4=-4548/3158, 4-5=-2525/1818, 5-6=-2194/1782, 6-7=-2533/1802,
7-8=-4566/3129, 8-9=-4711/3135
BOT CHORD 2-13=-2753/4346, 12-13=-2732/4258, 11-12=-1181/2193, 10-11=-2681/4181,
9-10=-2714/4247
WEBS 4-13=-516/1155, 4-12=-2226/1584, 5-12=-390/728, 6-12=-271/276, 6-11 =-370/731,
7-11=-2089/1572, 7-10=-626/1107
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 16-5-7, Exterior(2) 16-5-7 to
27-10-7, Interior(1) 27-10-7 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 922 lb uplift at joint 2 and 804 lb uplift
at joint 9.
11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
September 14,2020
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE.
Design valid for use only with MTeW connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSWP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
LOT 3311 WATERSTONE
T21297992
2000—A—ELEVATION—COR-1
A07
Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:44:50 2020 Page 1
ID:h KY1 ep9FiDwfFyJCybTu LLyv92?-E1 HjtOa33RMgQpV?siz8aC31 JxHibq Pu9j LE_vydgGx
1-4-0 7-3-3 -8-0 13-1-12 18-5-7 20-2-9 25-6-5 30-0-0 1-4-1 38-M 0-0-0
-4-0 7-3-3 -4-13 4-5-12 5-3-12 1-9-2 5-3-12 4-5-12 -4-13 7-3-3 -4-0
M
O
5x8 % 3.00 12
LOADING (psf)
SPACING-
2-0-0
TCLL 20.0
Plate Grip DOL
1.25
TCDL 7.0
Lumber DOL
1.25
BCLL 0.0
Rep Stress Incr
YES
BCDL 10.0
Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.1
'Except'
16-17: 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 11=0-8-0
Max Horz 2=-408(LC 10)
Max Uplift 2=-920(LC 12). 11=-920(LC 12)
Max Grav 2=1503(LC 1). 11=1503(LC 1)
6.00 12
5x6 =
3x4 =
5x6 =
38-8-0
Scale=1:71.9
5x8 zz
CSI.
DEFL.
in (too) I/deft L/d
PLATES
GRIP
TC 0.95
Vert(LL)
0.7515-17 >619 240
MT20
244/190
BC 0.90
Vert(CT)-1.1515-17 >404 180
MT20HS
187/143
WB 0.81
Horz(CT)
0.60 11 n/a n/a
Matrix -AS
Weight: 203 lb
FT = 20
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 5-15, 8-14
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4716/2873, 3-4=-4518/2802, 4-5=-4541/2860, 5-6=-2208/1563, 6-7=-1924/1476,
7-8=-2208/1557, 8-9=-4537/2879, 9-10=-4515/2821, 10-11=-4714/2892
BOT CHORD 2-17=-2445/4451, 15-17=-1442/2727, 14-15=-798/1924, 13-14=-1472/2682,
11-13=-2484/4252
WEBS 3-17=-185/273, 5-17=-1060/2083, 5-15=-1137/889, 6-15=-482/786, 7-14=-483/783,
8-14=-1068/894, 8-13=-1071/1943, 10-13=-206/275
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 18-5-7, Exterior(2) 18-5-7 to
25-10-7, Interior(1) 25-10-7 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 920 lb uplift at joint 2 and 920 lb uplift at
joint 11.
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.
September 14,2020
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not ��•
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety on,
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qly
Ply
LOT 33/1 WATERSTONE
T21297993
2000_A_ELEVATION_COR—
A09
Roof Special
g
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:44:51 2020 Page 1
ID:6q D IOH2OVeg 1 Nkl sxoNemzyuU LB-jDr54MbhglUh 1 z4BQPVN6QcFYLfvKGa20 N5n W LydgGw
1 4-0 6-1-14 8-8-0 13-1-12 19-4-0 25-6 4 3%0-0 32-6-2 38-8-0 0-0-0
-4-0 6-1-14 1. 12 6-2-4 6-2 4 4-5 12 2-6-2 6-1-14 4-0
Scale = 1:74.4
5x6 =
5x8 \\ 5x8 //
5x8 3.00 12 5x8
8-8-0
16-3-7
22-4-9
30-0-0
38-8-0
8-8-0
7-7-7
6-1-2
7-7-7
8-8-0
Plate Offsets (X Y)--
f2:0-2-7,Edge], [2:0-2-3 Edge] [3:0-3-0 0-3-0] [9:0-3-0,0-3-0] f10:0-2-3 Edge], [10:0-2-7,Edge], fl2:0-5-4,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/deft L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.73
Vert(LL)
0.68 12-13 >679 240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.77
Vert(CT) -0.92 12-13 >502 180
MT20HS
187/143
BCLL 0.0
Rep Stress Incr YES
WB 0.82
Horz(CT)
0.55 10 n/a n/a
BCDL 10.0
Cade FBC2017/TPI2014
Matrix -AS
Weight: 204 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.
2-16,10-12: 2x4 SP No.1
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=-425(LC 10)
Max Uplift 2=-920(LC 12), 10=-920(LC 12)
Max Grav 2=1503(LC 1), 10=1503(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4769/2781, 3-4=-4556/2636, 4-5=-4595/2759, 5-6=-2504/1669, 6-7=-2504/1655,
7-8=-4538/2733, 8-9=-4519/2620, 9-10=-4716/2767
BOT CHORD 2-16=-2340/4637, 15-16=-1302/2876, 13-15=-691/1862, 12-13=-1350/2699,
10-12=-2377/4281
WEBS 6-13=-605/1087, 7-13=-987/775, 7-12=-1057/1922, 6-15=-597/1144, 5-15=-1053/766,
5-16=-1077/2087
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2) 19-4-0 to
23-4-0, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 920 lb uplift at joint 2 and 920 lb uplift at
joint 10.
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.
September 14,2020
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE,
Design valid for use only with MffekO connectors. This design is based only upon parameters shown, and is for an individual building component, not ��•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-89 and SCSI Building. Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Jab
Truss
Truss Type
City
Ply
LOT 33l1 WATERSTONE
T21297994
2000_A_ELEVATION_COR—
A10
ROOF SPECIAL
1
1
Job Reference (optional)
awiaers Pustaource (Plant City, FL),
Plan[ City, FL - 33567,
o.24u s mar a 2UZU m1 I ex mouslnes, Inc. mon aep 14 i 5:44:52 2020 rage 1
ID:6gDIOH2OVeglNklsxoNemzyuULB-BPPUIibJb3cYf7fN-60cfd8RPkOC3jwBcOgK3nydgGv
19-8-0
-A 1-0-0
6-1-14 8-B-0
13-1-12
19-0-0 1 4 22-4-9 25-6-0 30.0.0 32-6-2 3811-0 0.1 01
-0-0
6-1-14 2-6-2
4-5-12
5-10-0 0 2-6-9 3-1-11 4-112 2-6-2 6-1-14 -0-0
0-4-0 Scale = 1:77.8
6x12 MT20HS =
6.00 12
6
5x6 i 24
25 5x6 1
5
7
5x6 i
5x6
2x4 4
8
2x4
3
9
1.5xB STP =
1.5x8 STP =
26
m 1 2 16
e
o
15 14 27
13 12
0
10 11 rm N
0 6x12 MT20HS =
3x4 =3x6 =
3x4 = 7x10 =
Io
5x8 \1
5x8 I/
5x8 3.00 12
5x8 Z-
8-8-0
16-3-7
18-0-0 22-0-9
30-0-0
38-8-0
8-8-0
7-7-7
1-8-9 4 4-9
7-7-7
8-8-0
Plate Offsets (X,Y)—
[2:0-2-3 Edge] [2:0-2-7 Edge], [4:0-3-0 0-3-0] [8:0-3-0 0-3-0L
[10:0-2-3 Edge] [10:0-2-7 Edge] rl2:0-5-4 Edgel
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/deft Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.66
Vert(LL)
0.63 12-13 >734 240
MT20
2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.77
Vert(CT) -0.86 12-13 >537 180
MT20HS
1871143
BCLL 0.0
Rep Stress Incr YES
WB 0.81
Horz(CT)
0.53 10 n/a n/a
BCDL 10.0
Code FBC20171TP12014
Matrix -AS
Weight: 204 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 31 'Except*
TOP CHORD
Structural wood sheathing directly
applied.
1-4,8-11: 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x4 SP No.1 'Except*
14-16,12-14: 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=422(LC 11)
Max Uplift 2=-920(LC 12), 10=-920(LC 12)
Max Grav 2=1503(LC 1), 10=1503(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4770/2783, 3-4=-4567/2641, 4-5=-4596/2752, 5-6=-2506/1668, 6-7=-2506/1655,
7-8=-4541/2731, 8-9=-4531/2628, 9-10=-4715/2770
BOT CHORD 2-16=-2344/4634, 15-16=-1303/2874, 13-15=-707/1879, 12-13=-1351/2699,
10-12=-2380/4280
WEBS 6-13=-589/1066, 7-13=-963/756, 7-12=-1053/1921, 6-15=-581/1122, 5-15=-1027/747,
5-16=-1070/2083
a NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2) 19-4-0 to
23-4-0, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 920 lb uplift at joint 2 and 920 lb uplift at
joint 10.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112"gypsum
sheetrock be applied directly to the bottom chord.
September 14,2020
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. '
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW
is always required for stability and to preventcollapsewith possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/i 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 3311 WATERSTONE
T21297995
2000_A_ELEVATION_COR-
All
Hip Truss
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:44:54 2020 Page 1
ID:20VQZH In97x9G5M9NmJalQz3Stx-7o W EjOdZ7gsGuOpm5X24k2EjEYfmXdPU4KJR7gydgGt
1 4-0 8-8-0 17-0-0 21 8 0 30-0 0 38 8-0 0 0 0
4-0 8-8-0 8-4-0 4-8-0 8-4-0 8-8-0 4-0
7x10 =
6.00 12
5x8 =
Scale = 1:71.9
5x8 3.00 12 5x8
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 FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2 *Except`
1-3,6-8: 2x4 SP No.1
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 7=0-8-0
Max Horz 2=-378(LC 10)
Max Uplift 2=-920(LC 12), 7=-920(LC 12)
Max Grav 2=1503(LC 1), 7=1503(LC 1)
30-M
CSI.
DEFL.
in (loc) I/deft L/d
PLATES
GRIP
TC 0.96
Vert(LL)
0.6712-13 >688 240
MT20
2441190
BC 0.89
Vert(CT)-0.9912-13 >471 180
MT20HS
187/143
WB 0.81
Horz(CT)
0.60 7 n/a n/a
Matrix -AS
Weight: 192 lb
FT = 20
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 3-12, 6-10
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4702/2990, 3-4=-2447/1697, 4-5=-2115/1676, 5-6=-2439/1699, 6-7=-4702/3011
BOT CHORD 2-13=-2542/4382, 12-13=-2393/4078, 10-12=-1018/2113, 9-10=-2430/3944,
7-9=-2582/4237
WEBS 3-13=-499/1204, 3-12=-2102/1449, 4-12=-365/764, 4-10=-260/267, 5-10=-405/715,
6-10=-196411463, 6-9=-507/1161
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2) 17-0-0 to
27-3-14, Interior(1) 27-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing at joint(s) 2, 7 considers parallel to grain value using ANS11TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 920 lb uplift at joint 2 and 920 lb uplift at
joint 7.
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.
September 14,2020
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MTekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M T I�r 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 of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 3311 WATERSTONE
T21297996
2000-A-ELEVATION-COR-1
Al
Hip Truss
1
1
Jab Reference io tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:44:55 2020 Page 1
I D:20VQZH In97x9G 5 M9 Nm JalQz3Stx-b_4cwkeCt_7 W a NyfFZJ H G mtFy_i G91 d I_3_f6yd g Gs
1-4-0 73-3 -8-0 15-0-0 23-8-0 30-M 14-1 38-8-0 0-M
-4-0 7-3-3 -4-14 6-4-0 8-8-0 6-4-0 -4-14 7-3-3 -4-0
5x6 =
6.00 12
3x4 = 5x6 =
256 26 7
27
5x8 :;:� 3.00 12
5x8
8-8-0
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
LumberDOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
10.0
Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=337(LC 11)
Max Uplift 2=-920(LC 12), 10=-920(LC 12)
Max Grav 2=1503(LC 1), 10=1503(LC 1)
15-M
Scale=1:71.4
CSI.
DEFL.
in (loc) I/deft L/d
PLATES
GRIP
TC 1.00
Vert(LL)
0.6912-13 >673 240
MT20
2441190
BC 0.91
Vert(CT)-0.9313-15 >496 180
MT20HS
187/143
WB 0.49
HOrz(CT)
0.60 10 n/a n/a
Matrix -AS
Weight: 197 lb
FT = 20
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 4-15, 8-13
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4693/3088, 3-4=-4538/3076, 45=-2779/1949, 5-6=-2391/1848, 6-7=-2405/1861,
7-8=-2740/1934, 8-9=-4511/3095, 9-10=-4685/3109
BOT CHORD 2-16=-2641/4470, 15-16=-2473/4205, 13-15=-1340/2475, 12-13=-2508/3995,
10-12=-2681/4220
WEBS 4-16=-609/1218, 4-15=-1841/1298, 5-15=-537/934, 7-13=-472/877, 8-13=-1738/1318,
8-12=-605/1140, 6-15=-318/242,6-13=-283/208
NOTES-
1) Unbalanced roof live loads have been considered forthis design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2) 15-0-0 to
20-7-14, Intedor(1) 20-7-14 to 23-8-0, Exterior(2) 23-8-0 to 29-3-14, Interior(1) 29-3-14 to 40-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 920 lb uplift at joint 2 and 920 lb uplift at
joint 10.
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.
September 14,2020
® 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 �p/�
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 'y' iTeV
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
LOT 3311 WATERSTONE
T21297997
2000_A_ELEVATION_COR-
A13
Hip Truss
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:44:56 2020 Page 1
ID:20VQZHln97x9G5M9NmJalQz3Stx-3Be_74egeH6_8ky8Dy4YpTJ3LLJe?YknXeoYCYydgGr
1-4 0 19-4-0 25-M 3-0 -0 8-8-0 13-0-0-038-8-0 0-0-0 �-0 8-8-0 4-4-0 6-4-0 6-4-0 4-4-0 6-8-0 -4-0
Scale = 1:71.5
6.00 12 6x8 =
22
2x4 II
235 24
25
6x12 MT20HS =
5x8 3.00 12 5x8
8-8-0
LOADING (psf)
SPACING-
2-0-0
TCLL 20.0
Plate Grip DOL
1.25
TCDL 7.0
Lumber DOL
1.25
BCLL 0.0
Rep Stress Incr
YES
BCDL 10.0
Code FBC2017ITP12014
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
1-3,7-9: 2x4 SP No.1
BOT CHORD 2x4 SP No.1 'Except'
12-13: 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 8=0-8-0
Max Horz 2=-295(LC 10)
Max Uplift 2=-920(LC 12), 8=-920(LC 12)
Max Grav 2=1503(LC 1), 8=1503(LC 1)
19-4-0
CSI.
DEFL.
in (lac) I/defl Ud
PLATES
GRIP
TC 0.92
Vert(LL)
0.71 11-13 >650 240
MT20
244/190
BC 0.99
Vert(CT)-1.1511-13 >404 180
MT20HS
1871143
WB 0.76
Horz(CT)
0.58 8 file n/a
Matrix -AS
Weight: 182 lb
FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 4-13, 6-10
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4679/3106, 3-4=-4600/3347, 4-5=-3124/2257, 5-6=-3124/2257, 6-7=-4598/3367,
7-8=-4676/3125
BOT CHORD 2-13=-2644/4258, 11-13=-1541/2692, 10-11 =-1 572/2691, 8-10=-2683/4212
WEBS 3-13=-360/531, 4-13=-1449/2130, 4-11=-329/683, 5-11 =-372/452, 6-11 =-329/684,
6-1 0=-1 461/2000, 7-10=-367/531
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2) 13-0-0 to
18-7-14, Interior(1) 18-7-14 to 25-8-0, Exterior(2) 25-8-0 to 31-3-14, Interior(1) 31-3-14 to 40-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 920 lb uplift at joint 2 and 920 lb uplift at
joint 8.
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.
September 14,2020
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE.
Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/1 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 3311 WATERSTONE
T21297998
2000—A—ELEVATION—COR-1
A14
Hip Truss
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:44:58 2020 Page 1
ID:20VQZH In97x9G5M9 NmJalQz3Stx-?ZmlYmg4AvMhN26XKN70uuOPF9OsTOW4?yHfGRydgGp
1 4-0 11-0-0 19-4-0 27-8-0 30-0-0 38-8-0
-4-0 8-8-0 2-4-0 8-4-0 8-4-0 2-4-0 8-8-0
6.00 12
5x8
3.00 12
5x6 =
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 FBC2017/rPI2014
LUMBER -
TOP CHORD 2x4 SP No.1
BOT CHORD 2x4 SP No.1 *Except*
12-13: 2x4 SP No.2, 10-12: 2x4 SP M 31
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 8=0-8-0
Max Horz 2=-254(LC 10)
Max Uplift 2=-920(LC 12), 8=-920(LC 12)
Max Gram 2=1503(LC 1), 8=1503(LC 1)
6x12 MT20HS =
5x6 =
22 23 5 24 25 6
2x4
7
5x8
Scale = 1:70.2
CSI.
DEFL.
in (loc) I/deft L/d
PLATES
GRIP
TIC 0.95
Vert(LL)
0.76 11 >610 240
MT20
2441190
BC 0.94
Vert(CT) -1.18 11-13 >394 180
MT20HS
187/143
WB 1.00
Horz(CT)
0.57 8 n/a n/a
Matrix -AS
Weight: 177 lb
FT = 20
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4668/3124, 3-4=-4567/3409, 4-5=-4042/2841,5-6=-4042/2841, 6-7=-4562/3427,
7-8=-4663/3143
BOT CHORD 2-13=-2652/4204, 11-13=-1885/3170, 10-11=-1918/3169, 8-10=-2691/4199
WEBS 3-13=-317/552, 4-13=-129411776, 4-11=-624/1101, 5-11=-494/588, 6-11=-624/1103,
6-10=-1302/1681, 7-10=-327/550
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2) 11-0-0 to
16-7-14, Interior(1) 16-7-14 to 27-8-0, Exterior(2) 27-8-0 to 33-3-14, Interior(1) 33-3-14 to 40-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 920 lb uplift at joint 2 and 920 lb uplift at
joint 8.
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.
September 14,2020
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. '
Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11TPlf Quality Criteria, DSB-89 and SCSI Building. Component 6904 Parke East Blvd.
SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 3311 WATERSTONE
T21297999
2000—A—ELEVATION—COR-1At
Hip Truss
1
1
Job Reference (optional)
Builders FlrslSource (Plant Gity, FL), Plant Glly, FL - 33b67, 6.24U s Mar 9 ZU2U MI I eK industries, Inc. Mon sep 14 10:44:M1 ZUZU Page I
ID:20VQZHln97x9G5M9NmJalQz3Stx-UmK7m5hixCUY?Chju5eFR6xZpZLOCvDDDc1 CptydgGo
1-4-0 6-2-7 9-0-0 15-10-11 22-9-5 29-8-0 32-5-9 38-8-0 0-0-0
-4-0 6-2-7 2-9-9 6-10-11 6-10-11 6-10-11 2-9-9 6-2-7 -4-0
Scale=1:71.7
6.00 12
6x12 MT20HS =
3x4 5-
3
4x6 =
4 26 27 5 28
6x12 MT20HS =
7x10 =
6 29 30 31 7
3x4
8
32 33
1.5x8 STP =
4x6 =
3x12 MT20HS 3.00 12
3x12 MT20HS
6-2-7 8-8-0 15-10-11
22-9-5
30-M 32-5-9
38.M
i
6-2-7 2-5-9 7-2-11
6-10-11
7-2-11 2-5-9
6-2-7
Plate Offsets (X,Y)—
[2:0-0-10,Edge], [4:0-8-4,0-2-0], [6:0-5-0,0-4-8], [7:0-8-4,0-2-0], [9:0-0-10,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/deft L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.90
Vert(LL)
0.99 13-15 >468 240
MT20
2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.95
Vert(CT) -1.24 13-15 >374 180
MT20HS
1871143
BCLL 0.0
Rep Stress Incr YES
WB 0.71
Horz(CT)
0.62 9 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -AS
Weight: 216lb
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly
applied.
4-6,6-7: 2x6 SP No.2
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x6 SP No.2 *Except*
WEBS
1 Row at micipt 4-15, 7-13
2-16,9-12: 2x4 SP M 31
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=0-8-0
Max Horz 2=212(LC 11)-
Max Uplift 2=-920(LC 12), 9=-920(LC 12)
Max Grav 2=1503(LC 1), 9=1503(LC 1)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4653/3213, 3-4=-4575/3156, 4-5=-5609/3855, 5-6=-5605/3849, 6-7=-5607/3852,
7-8=-4575/3177,8-9=-4653/3229
BOT CHORD 2-17=-2759/4185, 16-17=-2781/4223, 15-16=-2386/3939, 13-15=-3473/5607,
12-13=-2425/3939, 11-12=-2819/4223, 9-11=-2797/4185
WEBS 4-16=-751/1192, 4-15=-1249/1874, 5-15=-462/498, 6-13=-422/495, 7-13=-1239/1871,
7-12=-761/1182
NOTES-
1 ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2) 9-0-0 to
14-7-14, Intedor(1) 14-7-14 to 29-8-0, Exterior(2) 29-8-0 to 35-3-14, Interior(1) 35-3-14 to 40-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing atjoint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 920 lb uplift at joint 2 and 920 lb uplift at
joint 9.
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.
September 14,2020
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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
r
Job
Truss
Truss Type
Qty
Ply
LOT 33/1 WATERSTONE
T21298000
2000_A_ELEVATION_COR-
A16
Hip Truss
1
Job Reference (optional)
o-U— r—tauuiuv (r1drlr Ury, rLl, rldrll Idly, rL - JODU r, o.Z4U s mar 91 ZUZU mi I ex Inoustrles, Inc. mon Sep 14 10:40:U1 Zulu rage 1
ID:20VQZH 1n97x9G5M9NmJalQZ3Stx-Q8RtBniyTgkG EVr6?Vgj WXOx2MOCgtuWhwWJtmydgGm
1-4-0 5-4-10 1-0-0 13-3-0 19-4-0 25-5-0 31-8-0 33-5-7 - 38-8-0 0-0-0
1-4-0 5-4-10 1-7-6 6-1-0 6-1-0 6-3-0 1-9-7 5-2-9 -4-0
6.00 12
1.5x8 STP =
0
5x6 =
2x4 � 4
3
17 28
6x12 MT20HS =
5x8 3.00 12
7-4-8
5x8 =
24 5 25
16
2x4 11
6x12 MT20HS =
6
15 14
4x10 MT20HS =
5x8 =
5x8 =
5x6 =
26 7 27 8 2x4
9
13
2x4 11 12 29
6x12 MT20HS =
38-8.0
Scale = 1:70.2
N
1.5x8 STP = I
�
� i N
10
11
GAT'\Iq
0
5x8
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2017/TP12014
CSI.
TC 0.79
BC 0.97
WB 0.51
Matrix -MS
DEFL. in
Vert(LL) 1.54
Vert(CT) -1.59
Horz(CT) 0.70
(loc) I/deft Ud
14 >302 240
14 >292 180
10 n/a n/a
PLATES
MT20
MT20HS
Weight: 541 lb
GRIP
244/190
187/143
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1
TOP CHORD
Structural wood sheathing directly applied or 4-5-12 oc purlins.
BOT CHORD 2x4 SP No.1 'Except`
BOT CHORD.
Rigid ceiling directly applied or 2-2-0 oc bracing.
2-17,10-12: 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=-172(LC 6)
Max Uplift 2=-2125(LC 8), 10=-2125(LC 8)
Max Grav 2=3590(LC 13), 10=3590(LC 14)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-12445/6975, 3-4=-1284317217, 4-5=-12645/7110, 5-6=-19330/11281,
6-7=-19330/11281, 7-8=-12520/7110, 8-9=-12717/7217, 9-1 0=-1 2326/6975
BOT CHORD 2-17=-6228/11536, 16-17=-9992/17781, 14-16=-9992/17781, 13-14=-9992/17625,
12-13=-9992/17625, 10-12=-6225/11299
WEBS 4-17=-2607/4995, 5-17=-5477/3321, 5-16=0/391, 5-14=-1120/1856, 6-14=-804/775,
7-14=-1120/1858, 7-13=0/391, 7-12=-5476/3321, 8-12=-2607/4943, 3-17=-548/950,
9-12=-551/962
• NOTES-
1) 3-ply truss to be connected together with 1 Od (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 -1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 -1 row at 0-4-0 oc, Except member 17-5 2x4 -1 row at 0-9-0 oc, member 5-16 2x4 -1 row at 0-9-0
oc, member 14-5 2x4 - 1 row at 0-9-0 oc, member 6-14 2x4 -1 row at 0-9-0 oc, member 14-7 2x4 -1 row at 0-9-0 oc, member 7-13
2x4 - 1 row at 0-9-0 oc, member 12-7 2x4 - 1 row at 0-9-0 oc, member 17-3 2x4 -1 row at 0-9-0 oc, member 12-9 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 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify
:orft4RWftQf g surface
Seotember 14.2020
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml l-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
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 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 3311 WATERSTONE
T21298000
2000—A—ELEVATION—COR-1
A16
Hip Truss
1
q
J
Job Reference o tional
ouuuers nrstaource triant ury, r-Ll, rtant airy, t-L - ad00 f, 8.Z4U s Mar 9 2UZU MI I eK Inaustnes, Inc. Mon Sep 14 15:45:01 2020 Page 2
ID:20VQZHln97x9G5M9NmJalQz3Stx-Q8RtBniyTgkGEVr6?VgjWXOx2MOCgtu WhwWJtmydgGm
NOTES-
•10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2125 lb uplift at joint 2 and 2125 lb uplift at joint 10.
11) Girder carries hip end with 7-0-0 end setback.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at 31-8-0, and 802 lb down and 391 lb up
at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-8=-112(F=-58), 8-11=-54, 18-28=-20, 17-28=42(F=-22), 12-17=42(17=-22), 12-29=42(F=-22), 21-29=-20
Concentrated Loads (lb)
Vert: 28=-475(F) 29=-475(F)
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. '
Design valid for use only with Mi rekO connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rPll 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 3311 WATERSTONE
T21298001
2000—A—ELEVATION—COR-1
B01
Hip Girder
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:02 2020 Page 1
I D:20VQZH In97x9G5 M9 N mJalQz3Stx-u L? GO7j b E7s 7sfQIZD By3kZD? m Vg P QNfvaFsP Cydg GI
-1-4-0 5-0-0 7-8-0 12-8-0 14-Q-0
1' o 5-0-0 2-8-0 5-0-0 1-4-0
4x6 =
3x4 =
15
4x6 =
3x4 =
Scale = 1:25.0
5-0-0
7-8-0
12-8-0
M-0
2-8.0
5-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.33
Vert(LL) 0.06
8-11 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.44
Vert(CT) -0.09
8-11 >999 180
BCLL 0.0
Rep Stress ]nor NO
WB 0.11
Horz(CT) 0.02
5 n/a We
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Weight: 51 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-8-13 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 8-1-8 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 5=0-8-0
Max Horz 2=131(LC 24)
Max Uplift 2=-516(LC 8), 5=-516(LC 8)
Max Grav 2=860(LC 29), 5=860(LC 30)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOP CHORD 2-3=-1382/657, 3-4=-11991640, 4-5=-1381/657
BOT CHORD 2-8=-487/1237, 7-8=-479/1249, 5-7=-483/1234
WEBS 3-8=0/290, 4-7=0/290
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=oft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
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 516 lb uplift at joint 2 and 516 lb uplift at
joint 5.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 331 lb down and 334 lb up at
5-0-0, and 145 lb down and 146 lb up at 6-4-0, and 331 lb down and 334 lb up at 7-8-0 on top chord, and 140 lb down at 5-0-0, and
47 lb down at 6-4-0, and 140 lb down at 7-7-4 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20
Concentrated Loads (lb)
Vert: 3=-148(F) 4=-148(F) 8=-98(F) 7=-98(F) 15=-61(F) 16=-38(F)
September 14,2020
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. '
Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall '
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe" "
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 ANSI1rP11 Quality Crlterls, 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
RSTONE
T21 22
2000_A_ELEVATION_COR—
602
Common
2
tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:45:03 2020 Page 1
ID:20VQZHIn97x9G5M9NmJalQz3Stx-MXZebTkD?R Tp?U7wiBby5l5AoV8lgp8E?QyeydgGk
-1-4-0 6-4-0 12-8-0 14-0-0
' 6-4-0 6-4-0 1-4-0
5x8 =
3x4 =
12-8-0
3x4 =
Scale = 1:26.1
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.75
Vert(LL) 0.10
6-12 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.59
Vert(CT) -0.08
6-9 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.11
Horz(CT) 0.01
4 n/a n/a
BCDL 10.0
Code FBC2017rrP12014
Matrix -AS
Weight: 49 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, 4=0-8-0
Max Harz 2=158(LC 11)
Max Uplift 2=-378(LC 12), 4=-378(LC 12)
Max Grav 2=541(LC 1), 4=541(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-656/882, 3-4=-656/882
BOT CHORD 2-6=-474/532, 4-6=-474/532
WEBS 3-6=-48/282
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 6-4-0, Corner(3) 6-4-0 to
10-4-0, Exterior(2) 10-4-0 to 14-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) 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 378 lb uplift at joint 2 and 378 lb uplift at
joint 4.
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.
September 14,2020
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall _
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11Tp/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 3311 WATERSTONE
T21298003
2000_A_ELEVATION_COR-
B04
Common
3
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:04 2020 Page 1
ID:20VQZHIn97x9G5M9NmJalQz3Stx-c j70pplrml7r5zZhheDQ89eXQaC2tK_yNukzU5ydgGj
-1-4-0 6-4-0 12-4-0
1 4-0 6-4-0 6-0-0
Scale = 1:25.1
5x6 =
3x4 =
12-4-0
3x4 =
Im
0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.46
Vert(LL) 0.06
5-11 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.38
Vert(CT) -0.09
5-11 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.10
Horz(CT) 0.01
4 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -AS
Weight: 46 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) 4=0-4-0, 2=0-8-0
Max Horz 2=148(LC 11)
Max Uplift 4=-250(LC 12), 2=-378(LC 12)
Max Grav 4=452(LC 1), 2=532(LC 1)
FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-630/529, 3-4=-634/557
BOT CHORD 2-5=-349/508, 4-5=-349/508
WEBS 3-5=-7/270
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-4-0, Extedor(2) 6-4-0 to
10-4-0, Interior(1) 10-4-0 to 12-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) 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 250 lb uplift at joint 4 and 378 lb uplift at
joint 2.
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.
September 14,2020
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek-
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TIal1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 33/1 WATERSTONE
T21298004
2000_A_ELEVATI0N_C0R—
1
Jack -Open
11
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:45:04 2020 Page 1
ID:2OVQZHln97x9G5M9NmJalQz3Stx-11j70pplrml7r5zZhheDQ89eYda GttLbyNukzUSydgGj
-1-4-0 0-114
1-4-0 0-11-4
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.38
Vert(LL)
0.00
5
>999
240
TCDL 7.0
Lumber DOL
1.25
BC 0.07
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 FBC2017rrP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=91(LC 12)
Max Uplift 3=-3(LC 1), 2=-227(LC 12), 4=-15(LC 1)
Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
PLATES GRIP
MT20 2441190
Weight: 5 lb FT = 20
BRACING -
TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puriins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 3, 227 lb uplift at joint 2
and 15 lb uplift at joint 4.
Scale = 1:7.6
September 14,2020
®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 M p
iTek`
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 ivi
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
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 33/1 WATERSTONE
T21298005
200b_A_ELEVATION_COR—
1B
JACK -OPEN
2
1
Job Reference (optional)
ouuuer5 rustouurce triant ury, rLl, runt ury, rL - a000r, o.z4u s mar s zuzu rvii t eK inousmes, Inc. mon oep 14 ia:4o:uo zuzu rage 1
ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-Ivh0091TX2Fij78lELIfhNBmt_cbcor6cYUWOXydgGi
i -1.4.0 0-11-4
y 1-4-0 0-11-4
Scale = 1:7.6
0
0-11-4
1-4
Plate Plate Offsets (X,Y)-- f2:0-1-4,0-0-21
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.22
Vert(LL)
0.00 5 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.04
Vert(CT)
0.00 5 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT)
0.00 4 n/a n/a
BCDL 10.0
Code FBC2017frP12014
Matrix -MP
Weight: 5 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 0-11-4 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-6-0, 4=Mechanical
Max Horz 2=91(LC 12)
Max Uplift 3=-3(LC 1), 2=-227(LC 12), 4=-15(LC 1)
Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=4011; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; porch left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 3, 227 lb uplift at joint 2
and 15 lb uplift at joint 4.
September 14,2020
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7M rev.5/19/2020 BEFORE USE.
Design valid for use only with M7i ek® connectors. This design Is based only upon parametersshown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI77P11 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
Oty
Ply
LOT 3311 WATERSTONE
T21298006
2000_A_ELEVATION_COR—
1C
JACK -OPEN
2
1
Job Reference (optional)
ouuuers nrstouurce [runt Uay, I-L), Mani L.11y, rL-.5600I, 6.Z4U S mar S ZUZU mi I eK maustnes, Inc. mon Jep 14 1b:4b:Ub ZUZU rage 1
ID:hKY1 epgFiDwfFyJCybTuLLyv92?-m6FmEVm51MNZKGj3o3GuDajxdNvzLF5FgCD4YzydgGh
-1.4-0 0-11-4
' 1-4-0 0-11-4
Ill
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Lid
TCLL 20.0
Plate Grip DOL
1.25
TC 0.22
Vert(LL)
-0.00
5
>999
240
TCDL 7.0
LumberDOL
1.25
BC 0.22
Vert(CT)
-0.00
5
>999
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical
Max Horz 2=91(LC 12)
Max Uplift 3=-74(LC 1), 2=-449(LC 12), 4=-99(LC 1)
Max Grav 3=125(LC 12), 2=313(LC 1), 4=172(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:7.6
PLATES GRIP
MT20 244/190
Weight: 5 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 3, 449 lb uplift at joint
2 and 99 lb uplift at joint 4.
September 14,2020
® 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 MTek0 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 M iTek`
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 3311 WATERSTONE
T21298007
2000_A_ELEVATION_COR-
1P
JACK -OPEN
4
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:06 2020 Page 1
ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-m6FmEVm51MNZKGj3o3GuDaju7NxLLF5FgCD4YzydgGh
-1-4-0 0-11-4 ,
1-4-0 0-11-4
Scale = 1:7.6
0-11-4
0.11.4 i
Plate Offsets (X,Y)-
[2:0-4-4 0-0-41
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/deft Ltd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.38
Vert(LL)
0.00 5 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.07
Vert(CT)
0.00 5 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT)
0.00 4 nla n/a
BCDL 10.0
Code FBC2017rrP12014
Matrix -MP
Weight: 5 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 0-11-4 oc puriins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical
Max Horz 2=91(LC 12)
Max Uplift 3=-6(LC 9), 2=-246(LC 12), 4=-23(LC 17)
Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3, 246 lb uplift at joint 2
and 23 lb uplift at joint 4.
September 14,2020
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 Quality Criteria, DSB-89 and BCS1 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 3311 WATERSTONE
T21298008
2000_A_ELEVATION_COR—
C1S
JACK -OPEN
1
1
Job Reference (optional)
tsuuaers rlrsiaource kmant tny, M), mant cny, rL-68001,
0
ADEQUATE
SUPPORT
REQUIRED.
2x4 =
0.Z4U s Mary ZUZU MI t eK Inausmes, Inc. Mon Sep 14 10:40:UI ZUZU rage 1
ID:m Mq1 pKn MQsfOZioRmROHYCzMW VQ-Flp9Rgnj3gVQyQIGMmn7moG9kn IU4i L03szd5PydgGg
0-11-4
0-114
0-114
3
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.01
Vert(LL)
-0.00
6
>999
240
TCDL 7.0
Lumber DOL
1.25
BC 0.01
Vert(CT)
-0.00
6
>999
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
2
n/a
n/a
BCDL 10.0
Code FBC2017rrP12014
Matrix -MP
LUMBER- BRACING -
Scale = 1:6.9
PLATES GRIP
MT20 244/190
Weight: 3 lb FT = 20
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical
Max Horz 1=29(LC 12)
Max Uplift 1=-11(LC 12), 2=-20(LC 12), 3=-8(LC 12)
Max Gram 1=35(LC 17), 2=22(LC 17). 3=17(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) `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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift atjoint 1, 20 lb uplift at joint 2
and 8 lb uplift at joint 3.
September 14,2020
® 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 properlyincorporate 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 MOW
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIf]PIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 33/1 WATERSTONE
T21298009
2000_A_ELEVATION_COR-
1V
Jack -Open Truss
4
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:45:08 2020 Page 1
ID:20VQZHing7xgG5M9NmJalQz3Stx jUMXfAoLgzdHaatSwTIMI?pEdBdpp9aYlWiBdsydgGf
i -1-4-0 0-11-4
1-4-0 0-11-4
Scale = 1:7.6
I
Plate Offsets (X,Y)— [2:0-0-14,Edge)
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.38
TCDL
7.0
LumberDOL
1.25
BC 0.07
BCLL
0.0
Rep Stress Incr
YES
WB 0.00
BCDL
10.0
Code FBC2017/TPI2014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=91(LC 12)
Max Uplift 3=-4(LC 9), 2=-211(LC 12), 4=-14(LC 1)
Max Grav 3=18(LC 12), 2=158(LC 1), 4=41(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
DEFL. in (loc) I/defl L/d PLATES GRIP
Vert(LL) 0.00 7 >999 240 MT20 244/190
Vert(CT) 0.00 7 >999 180
Horz(CT) 0.00 2 n/a n/a
Weight: 5 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) 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.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift atjoint 3, 211 lb uplift atjoint 2
and 14 lb uplift at joint 4.
September 14,2020
® 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 parametersshown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek-
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/?PIi Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qly
Ply
LOT 33/1 WATERSTONE
T21298010
2000_A_ELEVATI0N_C0R-
C3
Jack -Open
11
1
Job Reference (optional)
t7Ullaers mrs[source (rlant Uty, t-L), mant t ny, M-33bbi, d.z4U s Mar 9 zuzu MI IeK maustnes, Inc. Mon bep 14 itx4b:u8 zuzu rage 1
ID:20VQZHln97x9G5M9NmJalQz3Stx jUMXfAoLgzdHaatSwTIMI?pEdBdQp9aYIWiBdsydgGf
-1-4-0 2-11-4
1-4-0 2-11-4
III
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deb
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.38
Vert(LL)
-0.00
4-7
>999
240
TCDL 7.0
Lumber DOL
1.25
BC 0.10
Vert(CT)
-0.01
4-7
>999
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017rrPI2014
Matrix -MP
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 Harz 2=152(LC 12)
Max Uplift 3=-62(LC 12), 2=-183(LC 12)
Max Grav 3=70(LC 17). 2=195(LC 1), 4=49(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
Scale = 1:12.7
PLATES GRIP
MT20 24.4/190
Weight: 12 lb FT = 20%
Structural wood sheathing directly applied or 2-11-4 cc pur ins.
Rigid ceiling directly applied or 10-0-0 cc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) `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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 3 and 183 lb uplift at
joint 2.
September 14,2020
®WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��
Design valid for use only with MTeW connectors. This design is based only upon parametersshown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing f VliTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/71`11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safetylnformatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 3311 WATERSTONE
T21298011
2000_A_ELEVATION_COR—
C3P
JACK -OPEN
4
1
Job Reference o tional
tsunaers t-irstsource triant uty, t-Lj, Piant t;lty, I-L - 33bbt, 8.24U s Mar 9 2UZU MI I eK Inaustnes, Inc. noon Sep 14 15:45:U9 2UZU Page 1
I D:oHYiRCdpcl quXgUg6?i PJRzdjlT-Bhwvs Wo_aHl7BkSeTBpbrDLPMbxWYbghWASk9lydgGe
-1-4-0 2-11-4
• 1-4-0 2-11-4
I
r2
N
N
1
Scale=1:12.7
2-11-4
2-11-4
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 0.38
Vert(LL) 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
WB 0.00
Horz(CT) -0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 12 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical
Max Horz 2=152(LC 12)
Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9)
Max Grav 3=62(LC 17). 2=195(LC 1), 4=49(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=4011; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; porch left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 3, 245 lb uplift at joint
2 and 45 lb uplift at joint 4.
September 14,2020
® WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not ��•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSWPI1 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
Truss
Truss Type
City
Ply
LOT 33/1 WATERSTONE
T21298012
12Job
000_A_ELEVATION_COR—
3S
JACK -OPEN
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:45:10 2020 Page 1
ID:mMgl pKnMQsfOZioRmROHYCzMWVQ-ftUH3spcLbt_pul r1 uKgOQuek?IpH24dgBHhkydgGd
2-11-4
2-11-4
Scale: 1 "=1'
2x4 =
s
ADEQUATE
SUPPORT
REQUIRED.
2-11 4
2-11-4
Plate Offsets (X,Y)—
(1:Edge,0-0-41
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.15
Vert(LL) 0.01
3-6 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.16
Vert(CT) -0.01
3-6 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
2 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 9 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-11-4 oc puriins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical
Max Horz 1=89(LC 12)
Max Uplift 1=-36(LC 12), 2=-77(LC 12), 3=-6(LC 12)
Max Grav 1=108(LC 17), 2=78(LC 17), 3=51(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 1, 77 lb uplift at joint 2
and 6 lb uplift at joint 3.
September 14,2020
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IAII-7473 rev. 51IM020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/1TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 3311 WATERSTONE
T21298013
2000_A_ELEVATION_COR-
C3V
Jack -Open Truss
4
1
Job Reference o tional
Builders FirstSource (Plant City, FL),
Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:10 2020 Page 1
ID:20VQZH In97x9G5M9NmJalQz3Stx-ftUH3spcLbt_pul r1 uKgOQua6?JhH24rlgBHhkydg Gd
-1-4-0 2-11-4
1-4-0 2-11-4
Scale = 1:12.7
Plate Offsets (X,Y)-
(2:0-0-15 Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.38
Vert(LL) 0.01
4-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.11
Vert(CT) -0.01
4-7 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) 0.00
3 n/a n/a
BCDL 10.0
Code FBC2017rrP12014
Matrix -MP
Weight: 12 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-11-4 oc pudins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=152(LC 12)
Max Uplift 3=-67(LC 12), 2=-174(LC 12)
Max Grav 3=72(LC 17), 2=195(LC 1), 4=49(LC
3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and farces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) `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.
4) Refer to girder(s) for truss to truss connections.
5) 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.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 3 and 174 lb uplift at
joint 2.
September 14,2020
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IAII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
city
Ply
LOT 3311 WATERSTONE
T21298014
2000_A_ELEVATION_COR—
CS
Jack -Open
7
1
Jab Reference (optional)
mulluers rlrs Louurce trnam 'Illy, rLl, maul uny, rL - SJ00 r, 0.Z'1U s mar U dUZU ml t eK inuuslnes, Inc. mon aep 1,4-i0:90: I i Zulu rage l
ID:20VQZH In97x9G5M9NmJaIQZ3Stx-732fHCgE6u?rR2cl bcs3weRjSOaFOVK_UxrEBydgGc
-1-4-0 4-11.4
1-4-0 4-11-4
3x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.54
Vert(LL)
0.06
4-7
>999
240
TCDL 7.0
Lumber DOL
1.25
BC 0.41
Vert(CT)
-0.06
4-7
>999
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
We
BCDL 10.0
Code FBC2017/TPI2014
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=214(LC 12)
Max Uplift 3=-128(LC 12), 2=-196(LC 12)
Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale=1:17.6
PLATES GRIP
MT20 2441190
Weight: 18 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 3 and 196 lb uplift at
joint 2.
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.
September 14,2020
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mv.5/19/2020 BEFORE USE.
Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPif Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety/nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 3311 WATERSTONE
T21298015
2000_A_ELEVATION_COR—
5P
Jack -Open
4
1
Job Reference (optional)
ounucia nmwuw ue kr n " y, r'l, rreur "ty, "- 0000r,
6.L4U 5 Mar 5 LULU MI I eK Inausine5, Inc. Mon oep l4 LULU rage I
ID:oHYiRCdpcl quXgUg67i PJ RzdjtT-bGcl UYrstC7i2BBD9JN ITrzgGogLlya7D8gOmdydgGb
4-11-4
4-11-4
Scale = 1:17.6
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.79
Vert(LL)
0.16
4-7
>361
246
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.74
Vert(CT)
0.15
4-7
>402
180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017rrP12014
Matrix -AS
Weight: 18 lb FT = 20
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical
Max Horz 2=214(LC 12)
Max Uplift 3=-145(LC 12), 2=-300(LC 12), 4=-81(LC 12)
Max Grav 3=120(LC 17), 2=262(LC 1), 4=86(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.OpsF h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 4-10-8 zone; porch left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 3, 300 lb uplift at
joint 2 and 81 lb uplift at joint 4.
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.
September 14,2020
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED Mn'EK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. '
Design valid for use only with MiTeW 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 Aek•
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IiT
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criterla, 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 3311 WATERSTONE
T21298016
2000_A_ELEVATION_COR—
5S
JACK -OPEN
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:12 2020 Page 1
ID:mMgl pKnMQsfOZioRmROHYCzMWVQ-bGcl UYrstC7i2BBD9JNITrzvlouWlya7DBgOmdydgGb
4-11-4
4-11-4
ADEQUATE 3x4 =
SUPPORT
REQUIRED.
4-11-4
4-11-4
Plate Offsets (X,Y)-- [1:0-1-0,Edge]
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.50
TCDL
7.0
LumberDOL
1.25
BC 0.47
BCLL
0.0
Rep Stress Incr
YES
WB 0.00
BCDL
10.0
Code FBC2017rrP12014
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical
Max Horz 1=151(LC 12)
Max Uplift 1=-63(LC 12), 2=-138(LC 12), 3=-3(LC 12)
Max Grav 1=184(LC 17), 2=137(LC 17), 3=87(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:16.9
DEFL. in (loc) I/deft L/d PLATES GRIP
Vert(LL) 0.07 3-6 >869 240 MT20 244/190
Vert(CT) -0.05 3-6 >999 180
Horz(CT) -0.00 2 n/a n/a
Weight: 16 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 4-10-8 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) `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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 1, 138 lb uplift at joint
2 and 3 lb uplift at joint 3.
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.
September 14,2020
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE.
Design valid for use only with MTek0 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 andfor chord members only. Additional temporary and permanent bracing MiTek
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPlf 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 33/1 WATERSTONE
T21298017
2000_A_ELEVATI0N_C0R—
C5V
Jack -Open Truss
4
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
SX4 i
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:13 2020 Page 1
ID:2OVQZHln97x9G5M9NmJalQz3Stx-3SAQiusUeWFZgLIPil uX?3W29CErUPgHRoQxl3ydgGa
4-11-4
4-11-4
Scale = 1:17.6
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.59
Vert(LL) 0.07 4-7 >888 240
MT20 244/190
TCDL 7.0
LumberDOL 1.25
BC 0.46
Vert(CT) -0.06 4-7 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.01 3 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -AS
Weight: 18 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=214(LC 12)
Max Uplift 3=-133(LC 12), 2=-189(LC 12)
Max Grav 3=134(LC 17), 2=262(LC 1), 4=86(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Bearing atjoint(s) 2 considers parallel to grain value using ANSITTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 3 and 189 lb uplift at
joint 2.
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.
September 14,2020
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 mv.5119/2020 BEFORE USE.
Design valid for use only with MT&O 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 1 V I iTek�
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117PI1 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, MO 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 33/1 WATERSTONE
T21298018
2000-A-ELEVATION-COR-1
D01
Hip Girder
1
1
Job Reference (optional)
ouimers rlrsioource triant Lacy, t-Li, mant Lary, rL - 06001, S.Z4U s Mar a ZUZU MI I eK Inoustries, inc. Mon bep 14 10:40:10 Zulu rage 1
ID:mMq 1 pKnMQsfOZioRm ROHYCzM W VQ-OrHA7alkA7VHvfvogSw74UbLEOgCy6kav5v2NyydgGY
i -1-4-0 7-0-0 13-6-0 20-0-0 27-0-0 284-0
1-4-0 ' 7-0-0 6-6-0 6-6-0 7-0-0 1-4-0
Scale=1:48.6
NAILED
Special NAILED
5x8 = Special
NAILED NAILED 3x6 II NAILED NAILED 5x8 =
3 17 18 194 20 21 22 5
4x6 =
2x4 II NAILED NAILED 5x8 —_ NAILED NAILED 2x4 II 46 —
Special NAILED Special
NAILED
7-0-0 6-6-0
6-6-0 7-0-0
Plate Offsets (X,Y)--
[3:0-5-8 0-2-41 [5:0-5-8 0-2-41,[9:0-4-0,0-3-41
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.74
Vert(LL)
0.35 9 >937 240
MT20 244/190
TCDL 7.0
LumberDOL 1.25
BC 0.85
Vert(CT)
-0.42 8-9 >779 180
BCLL 0.0
Rep Stress Incr NO
WB 0.87
Horz(CT)
0.13 6 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 123 lb FT = 20
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 31
TOP CHORD
Structural wood sheathing directly applied or 2-11-7 oc pudins.
BOT CHORD 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied or 4-3-4 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 6=0-8-0
Max Horz 2=172(LC 7)
Max Uplift 2=-1396(LC 8), 6=-1396(LC 8)
Max Grav 2=2135(LC 1), 6=2135(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4117/2539, 3-4=-4769/3083, 4-5=-4769/3083, 5-6=-4117/2539
BOT'CHORD 2-10=-2077/3611, 9-10=-2080/3635, 8-9=-2080/3635, 6-8=-2077/3611
WEBS 3-10=-70/696, 3-9=-879/1374, 4-9=-899/996, 5-9=-879/1374, 5-8=-70/696
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
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 1396 lb uplift at joint 2 and 1396 lb uplift
at joint 6.
7) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 213 lb down and 408 lb up at
7-0-0, and 213 lb down and 408 lb up at 20-0-0 on top chord, and 371 lb down and 174 lb up at 7-0-0, and 371 lb down and 174 lb
up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20
Concentrated Loads (lb)
Vert: 3=-166(F) 5=-166(F) 10=-371(F) 8=-371(F) 17=-117(F) 18=-117(F) 19=-117(F) 20=-117(F) 21=-117(F) 22=-117(F)
23=-59(F) 24=-59(F) 25=-59(F) 26=-59(F) 27=-59(F) 28=-59(F)
September 14,2020
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE.
Design valid for use only with MTekrJ 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 designparameters and property incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek•
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/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, MO 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 3311 WATERSTONE
T21298019
2000_A_ELEVATION_COR-
D02
Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:16 2020 Page 1
ID:mMq 1 pKnMQsfOZioRm ROHYCzMW VQ-U 1 rYKvuNxRd8XpU_09REdh8Z2PBghjEj71ecvOydgGX
1-1-4-0 6-3-6 9-0-0 13.6-0 18-0-0 20.8-10 27-M
1-4-0 6-3-6 2-8-10 4-6.0 4-6-0 2-8-10 6-3-6
4x6 =
3x4 =
20 21 5 22
4x6 =
Scale: 1/4"=l'
3x6 =
3x8 = 3x4 = 3x8 = 3x6 =
27-M
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.55
Vert(LL) 0.17
9-14 >999 240
MT20 244/190
TCDL 7.0
LumberDOL 1.25
BC 0.78
Vert(CT) -0.31
9-14 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.21
Horz(CT) 0.06
8 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -AS
Weight: 128 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 8=0-8-0, 2=0-8-0
Max Horz 2=207(LC 11)
Max Uplift 8=-559(LC 12), 2=-680(LC 12)
Max Grav 8=997(LC 1), 2=1073(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1755/1372, 3-4=-1550/1254, 4-5=-1353/1167, 5-6=-1358/1155, 6-7=-155611242,
7-8=-1764/1363
BOT CHORD 2-11 =-1 130/1533, 9-11=-989/1488, 8-9=-1103/1544
WEBS 3-11=-338/444, 4-11=-381/536, 5-11=-278/290, 5-9=-274/272, 6-9=-383/542,
7-9=-349/453
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Extedor(2) 9-0-0 to
14-7-14, Interior(1) 14-7-14 to 18-0-0, Exterior(2) 18-0-0 to 23-7-14, Intedor(1) 23-7-14 to 27-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
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 559 lb uplift at joint 8 and 680 lb uplift at
joint 2.
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.
September 14,2020
®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 p
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord 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 p
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety /nformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 33/1 WATERSTONE
T21298020
2000—A_ELEVATION_COR—
D03A
HIP GIRDER
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.24U s Mar 9 2UZU Mi I eK Industries, Inc. Mon Sep 14 15:45:18 ZUZU Page 1
ID:20VQZH In97x9G5M9NmJalQZ3Stx-QQzJlbvdT2tsn7eNVaUii6Dr3Duu9R70b37izHydg GV
5-0-1 9-9-0 i 13-6-0 17-3-0 21-11-15 27-0-0 i
5-0-1 4-9-0 3-9-0 3-9-0 4-9-0 5-0-1
M
�I
5x8 =
3x4 = 6x8 =
22 4 23 5
Scale = 1:47.4
5x12 i HTU26 2x4 11 4x10 MT20HS = 3x4 = HTU26-2 7x10 = HTU26 3x8 11 HTU26 6x12 MT20HS 1
HTU26 6x8 = HTU26 HTU26 HTU26 HTU26 HTU26
HTU26
5-0-1
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
LumberDOL 1.25
Rep Stress incr NO
Code FBC2017ITP12014
CSI.
TIC 0.77
BC 0.66
WB 0.96
Matrix -MS
DEFL. in
Vert(LL) 0.32
Vert(CT) -0.37
Horz(CT) 0.11
(loc) 1/clef! L/d
8-9 >998 240
8-9 >864 180
7 n/a n/a
PLATES
MT20
MT20HS
Weight: 373 lb
GRIP
244/190
187/143
FT = 20
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-0-3 cc puriins.
BOT CHORD 2x6 SP M 26
BOT CHORD
Rigid ceiling directly applied or 7-2-13 cc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 7=0-8-0
Max Horz 1=195(LC 7)
Max Uplift 1=-3733(LC 8), 7=-5389(LC 8)
Max Grav 1=5912(LC 1), 7=9142(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-12567/8027, 2-3=-10758/6742, 3-4=-10807/6701, 4-5=-10987/6719,
5-6=-12143/7332, 6-7=-16212/9610
BOT CHORD 1-13=-7056/11149, 12-13=-7056/11149, 10-12=-5876/9692, 9-10=-6407/10807,
8-9=-8532/14501,7-8=-8532/14501
WEBS 2-13=-1034/1475, 2-12=-1727/1380, 3-12=-2027/3009, 3-10=-903/2020, 4-10=-484/138,
4-9=-293/651, 5-9=-2982/5061, 6-9=-4081/2442, 6-8=-1804/3314
NOTES-
1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 cc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 cc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3733 lb uplift at joint 1 and 5389 Ib uplift
at joint 7.
10) Use Simpson Strong -Tie HTU26 (20-1 Old Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 5-11-11 cc max.
starting at 2-5-1 from the left end to 14-3-4 to connect truss(es) to back face of bottom chord.
11) Use Simpson Strong -Tie HTU26-2 (20-1 Od Girder, 14-1 Od Truss, Single Ply Girder) or equivalent at 15-10-0 from the left end to
connect truss(es) to back face of bottom chord.
12) Use Simpson Strong -Tie HTU26 (20-10d Girder, 14-10dxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 cc max.
starting at 17-9-4 from the left end to 25-9-4 to connect truss(es) to bac0ace of bottom chord.
ll tReidldt&jb$ S where hanger is in contact with lumber
SPntPmht-r 14_209f1
® WARNING - Verify design pammeters 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 �A/�
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and perKWIC
bracing WIC
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 East Blvd.
Saletylnlonnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
russ
Truss Type
Qty
Ply
LOT 33/1 WATERSTONE
T21298020
2000_A_ELEVATION_COR—
DOA
HIP GIRDER
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:18 2020 Page 2
ID:20VQZH In97x9G5M9NmJalQz3Stx-QQzJlbvdT2tsn7eNVaUii6Dr3Duu9R?Ob37izHydgGV
NOTES-
14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1484 lb down and 1214 lb up at 6-4-12, and 782 lb down and 549 Ib
up at 8-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 3-16=-54, 3-5=-54, 5-20=-54, 1-7=-20
Concentrated Loads (lb)
Vert: 8=-1409(B) 19=-1409(B) 24=-86(B) 25=-160(B) 26=-1484 27=-782 28=-708(8)29=-708(B)30=-708(B)31=-1412(B)32=-1413(B)33=-1413(B)34=-1409(B)
® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIyrPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
LOT 33/1 WATERSTONE
T21298021
2000_A_ELEVATION_COR-
E2A
JACK -OPEN STRUCTURAL
3
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:19 2020 Page 1
ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-ucXhyxwFEM?jOGDZ3H?xFKm9LdOhu7J9gjtGWjydgGU
2-0-0
Scale = 1:10.3
2-0-0
2-0-0
Plate Offsets (X,Y)-
(2:0-1-4,0-0-2)
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 0.22
Vert(LL)
0.00
7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.05
Vert(CT)
-0.00
7 >999 180
BCLL 0.0
Rep Stress Incr YES
WS 0.00
Horz(CT)
-0.00
3 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 9 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 2=0-6-0, 4=Mechanical, 3=Mechanical
Max Harz 2=124(LC 12)
Max Uplift 2=-229(LC 12), 4=-28(LC 9), 3=-38(LC 12)
Max Grav 2=170(LC 1), 4=31(LC 3), 3=35(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES- -
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1.
3) Gable studs spaced at 2-0-0 oc.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
-7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 2, 28 lb uplift at joint
4 and 38 lb uplift at joint 3.
September 14,2020
®WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek_
is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/71`11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety lnformatron available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 3311 WATERSTONE
T21298022
2000_A_ELEVATION_COR—
E5
JACK -OPEN
3
1
Job Reference o tional
ounuers rlrsiouurce triant uny, r-Ll, rlani L ny, rL - 33a0I, 8.Z4U s mar u /uzu mi I eK maustrleS, Inc. mon Sep 14 1a:4a:1y zuzu rage 1
ID:20VQZH In97x9G5M9NmJalQZ3Stx-ucXhyxwFEM?jOGDZ3H?xFKm4Cd Iwu7J9gjtGWjydgG U
-1-4-0 5-0-0
5-0-0
1
3x4 =
Scale=1:17.8
5-0-0
5-0-0
Plate Offsets (X,Y)—
f2:0-1-4 0-0-21
LOADING (psi)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.55
Vert(LL) 0.06
4-7 >974 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.42
Vert(CT) -0.06
4-7 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -AS
Weight: 18 lb FT = 20
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=216(LC 12)
Max Uplift 3=-130(LC 12), 2=-196(LC 12)
Max Grav 3=134(LC 17), 2=264(LC 1), 4=87(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 4-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 3 and 196 lb uplift at
joint 2.
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.
No ' :9639'
id47ampa F� 33619;!
September 14,2020
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not •
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss Type
Qty
Ply
LOT 33/1 WATERSTONE
Truss
T21298023
2000_A_ELEVATION_COR—
Jack -Open
12
1
Job Reference o floral
tsuuaers rlrstaource (runt any, r-L), ream ury, rL - C6001, d.z4U s Mar k) zuzU MI I eK Inaustrle3, Inc. Man Jep l4 10:40:zu zuzu rage 1
ID:20VQZHIn97x9G5M9NmJalQz3Stx-Mo53AHxt?f8aOQomd? WAnXIAN1 Y6daZJ2Ncp29ydgGT
-11-0 7-0-0
1-4-0 7-0-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.85
Vert(LL)
0.21
4-7
>399
240
TCDL 7.0
Lumber DOL
1.25
BC 0.81
Vert(CT)
-0.19
4-7
>432
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.01
3
n/a
n/a
BCDL 10.0
Code FBC2017rrP12014
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.1
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=278(LC 12)
Max Uplift 3=-195(LC 12), 2=-217(LC 12)
Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale=1:22.6
PLATES GRIP
MT20 244/190
Weight: 24 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 3 and 217 lb uplift at
joint 2.
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.
September 14,2020
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ��'
Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 33/1 WATERSTONE
T21298024
2000 A ELEVATION COR—
E7P
JACK -OPEN
4
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:45:21 2020 Page 1
ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-q_fRNdyVmzGReaNyAi 1 PKIrMxQumM1 oSH1 MNacydgGS
-1-4-0 7-0-0
1-4-0 7-0-0
2
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
LumberDOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
10.0
Code FBC2017ITP12014
LUMBER -
TOP CHORD 2x4 SP No.1
BOT CHORD 2x6 SP No.2
Scale=1:22.6
CSI.
DEFL. in
(loc) Vdefl L/d
PLATES GRIP
TC 0.79
Vert(LL) 0.21
4-6 >388 240
MT20 244/190
BC 0.78
Vert(CT) 0.19
4-6 >439 180
WB 0.00
Horz(CT) -0.00
4 n/a n/a
Matrix -AS
Weight: 30 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied.
REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical
Max Horz 2=280(LC 12)
Max Uplift 3=-189(LC 12), 2=-367(LC 12), 4=-144(LC 12)
Max Grav 3=163(LC 17), 2=336(LC 1), 4=138(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 6-11-4 zone; porch left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) `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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 189 lb uplift at joint 3, 367 lb uplift at
joint 2 and 144 lb uplift at joint 4.
6) 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.
September 14,2020
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-7473 rev. 5/10/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��•
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
LOT 33/1 WATERSTONE
T21298025
2000_A_ELEVATION_COR-
E7V
Jack -Open Truss
14
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:45:21 2020 Page 1
ID:20VQZHIn97x9G5M9NmJaIQz3Stx-q_fRNdyVmzGReaNyAi1 PKIrNDQwFMOSSHI MNacydgGS
-1-4-0 4-3-9 7-0-0
4-3-9 2-8-7
2
3x6
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 FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
Scale = 1:22.6
CSI.
DEFL. in
(loc) I/deft L/d
PLATES GRIP
TC 0.71
Vert(LL) 0.34
6-9 >244 240
MT20 244/190
BC 0.69
Vert(CT) 0.28
6-9 >301 180
WB 0.09
Horz(CT) -0.03
4 n/a n/a
Matrix -AS
Weight: 26 lb FT = 20
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied.
REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical
Max Hors 2=278(LC 12)
Max Uplift 4=-130(LC 12), 2=-21O(LC 12), 5=-63(LC 12)
Max Grav 4=155(LC 17), 2=336(LC 1), 5=128(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-274/94
WEBS 3-6=-89/292
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 4, 210 lb uplift at
joint 2 and 63 lb uplift at joint 5.
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.
September 14,20.20
® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Nil-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 pp p�
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVI �Tek'
is always required for stability and to prevent collapse with possible personalinjuryand 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, MO 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 33/1 WATERSTONE
T21298026
2000-A-ELEVATION-COR-EG01S
Hip Girder
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Man Sep 1415:45:23 2020 Page 1
ID:20VQZH In97x9G5M9NmJalQZ3Stx-nNmCoJzmHa W8tu W K173tPAwl MEZ7gsAlkLrTfUydgGQ
-1-4-0 3-9-4 7-0-0 9.10-0 12-8-0 15-10-12 19-8-0
1-4-0 3-9-4 3-2-12 2-10-0 2-10-0 3-2-12 3-9.4
4x6 =
3x4 =
17 5 18 19
4x6 =
Scale = 1:35.2
3x4 = 3x8 = 5x8 = 3x4 =
19-8-0
LOADING (psi)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
LumberDOL 1.25
Rep Stress Incr NO
Code FBC2017(rP12014
CSI.
TC 0.61
BC 0.85
WB 0.33
Matrix -MS
DEFL. in
Vert(LL) 0.23
Vert(CT) -0.24
Horz(CT) -0.08
(loc) I/deft Ud
9-10 >999 240
9-10 >999 180
8 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 96 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-3-14 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 4-2-6 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 8=Mechanical, 2=0-8-0
Max Horz 2=166(LC 7)
Max Uplift 8=-1097(LC 8), 2=-1194(LC 8)
Max Grav 8=1433(LC 1), 2=1504(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2817/2188, 3-4=-2639/2097, 4-5=-2359/1941, 5-6=-2347/1985, 6-7=-2666/2174,
7-8=-2837/2274
BOT CHORD 2-10=-1869/2481, 9-1 0=-1 906/2486, 8-9=-1953/2510
WEBS 3-10=-289/198, 4-10=-545/849, 5-10=-255/304, 5-9=-271/283, 6-9=-503/863,
7-9=-298/222
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
.4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10971b uplift at joint 8 and 1194 lb uplift
at joint 2.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 Ito down and 344 lb up at
7-0-0, 112 lb down and 195 lb up at 9-0-12, and 112 lb down and 195 lb up at 10-7-4, and 190 lb down and 344 lb up at 12-8-0 on
top chord, and 386 lb down and 279 lb up at 7-0-0, 84 lb down and 28 lb up at 9-0-12, and 84 lb down and 28 lb up at 10-7-4, and
386 lb down and 279 lb up at 12-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-6=-54, 6-8=-54, 11-14=-20
September 14,2020
'ontinued on page 2
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and 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
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 3311 WATERSTONE
T21298026
2000—A—ELEVATION—COR-1
G01S
Hip Girder
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:45:23 2020 Page 2
ID:20VQZH ln97x9G5M9NmJaIQZ3Stx-nNm CoJzmHaW8tuW KI73tPAwIMEZ7gsAlkLrTfUydgGQ
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 4=-143(B) 6=-143(B) 9=-386(B) 10=-386(B) 17=-112(B) 18=-112(B) 20=-63(B) 21=-63(B)
® 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 MTek0 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 /q
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VliTek*
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 ANS117P11 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 3311 WATERSTONE
T21298027
2000_A_ELEVATION_COR—
02S
Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:24 2020 Page 1
ID:20VQZHln97x9G5M9NmJalQz3Stx-FZKa?f 02ue?V25Xsra6yNTuuex2ZMbuz?a1BwydgGP
-14-0 6-3-3 9-0-0 10-8-0 , 13-4-13 19.8-0
1-4-0 6-3-3 ' 2-8-12 1-8-0 2-8-13 6-3-3
a
46 =
4x6 =
Scale = 1:36.0
3x6 = 4x6 =3x4 = 3x6 =
3x4 =
LOADING (psf)
SPACING- 2-0-0
CSI.
TCLL 20.0
Plate Grip DOL 1.25
TC 0.75
TCDL 7.0
Lumber DOL 1.25
BC 0.68
BCLL 0.0
Rep Stress Incr YES
WB 0.19
BCDL 10.0
Code FBC2017rrPI2014
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 7=Mechanical, 2=0-8-0
Max Horz 2=207(LC 11)
Max Uplift 7=-405(LC 12), 2=-529(LC 12)
Max Grav 7=725(LC 1), 2=802(LC 1)
19-8-0
DEFL. in (loc) I/defl Ud PLATES GRIP
Vert(LL) 0.18 8-13 >999 240 MT20 244/190
Vert(CT) -0.30 8-13 >780 180
Horz(CT) 0.03 7 n/a n/a
Weight: 89 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1163/1135, 3-4=-951/1006, 4-5=-805/937, 5-6=-953/1033, 6-7=-1169/1209
BOT CHORD 2-10=-853/1018, 8-10=-501/805, 7-8=-869/1014
WEBS 3-10=-377/525, 4-10=-339/357, 5-8=-449/371,6-8=-389/638
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Extedor(2) 2-8-0 to 19-8-0 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 405 lb uplift at joint 7 and 529 lb uplift at
joint 2.
$) 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.
.September 14,2020
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPN 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 3311 WATERSTONE
T21298028
2000_A_ELEVATION_COR-
03S
Common
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:24 2020 Page 1
ID:20VQZHln97x9G5M9NmJalQz3Stx-FZKa?f 02ue?V25Xsra6yNTvHeu5ZKBuz?alBwydgGP
5-5.5 9-10-0 14-2-11 19-3-8 1 -8-
5-5-5 4-4-11 4-4-11 5-0-13 0-4-
O
3x6 =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 `
BCDL 10.0
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Right: 2x4 SP No.3
4x6 =
5x6 O
5x8 =
Scale = 1:37.4
SPACING-
2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
Plate Grip DOL
1.25
TC 0.66
Vert(LL) 0.16
6-9 >999 240
MT20 244/190
Lumber DOL
1.25
BC 0.87
Vert(CT) -0.32
6-10 >729 180
Rep Stress Incr
YES
WB 0.28
Horz(CT) 0.03
5 n/a n/a
Code FBC2017/TPI2014
Matrix -AS
Weight: 84 lb FT = 20
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied.
REACTIONS. (size) 1=Mechanical, 5=0-8-0
Max Horz 1=-203(LC 10)
Max Uplift 1=-410(LC 12), 5=-410(LC 12)
Max Grav 1=728(LC 1), 5=728(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1216/1521, 2-3=-927/1184, 3-4=-926/1183, 4-5=-1215/1521
BOT CHORD 1-6=-1191/1094, 5-6=-1194/1065
WEBS 3-6=-591/576, 4-6=-404/682, 2-6=-405/682
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-0-0 to 4-0-0, Exterior(2) 4-0-0 to 9-10-0, Comer(3) 9-10-0 to
13-10-0, Exterior(2) 13-10-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) 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 410 lb uplift at joint 1 and 410 lb uplift at
joint 5.
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.
September 14,2020
® 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 MTek) connectors. This design is based only upon parametersshown, and is for an individual building component, not �-
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek`
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 3311 WATERSTONE
T21298029
2000—A—ELEVATION—COR-1
G05S
Common
2
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:25 2020 Page 1
ID:20VQZHIn97x9G5M9NmJalQz3Stx jmuyD—?OpBms6BgjPY6LUbO412EKInR2CfKajNydgGO
5-5-5 9-10-0 14-2-11 19-3-8
5-5-5 4-4-11' 4.4-11 5-0-13 0-4-
Scale = 1:37.4
46 =
R
3x6 = 5x8 =
I�
0
9-10-0
19-3-8
19-8-P
9-10-0
9-5-8
I.
Plate Offsets (X,Y)-
[1:0-6-0,0-0-2j, [5:Edge,0-1-12j, [6:0-4-0,0-3-0)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.66
Vert(LL) 0.16
6-9 >999 240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.87
Vert(CT) -0.32
6-10 >729 180
BCLL 0.0
Rep Stress Incr YES
WB 0.28
Horz(CT) 0.03
5 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -AS
Weight: 84 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
WEDGE
Right: 2x4 SP No.3
REACTIONS. (size) 1=Mechanical, 5=0-8-0
Max Horz 1=-203(LC 10)
Max Uplift 1=-410(LC 12), 5=-410(LC 12)
Max Grav 1=728(LC 1), 5=728(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1216/1521, 2-3=-927/1184, 3-4=-926/1183, 4-5=-121511521
BOT CHORD 1-6=-1191/1094, 5-6=-1194/1065
WEBS 3-6=-591/576, 4-6=-404/682, 2-6=-405/682
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-0-0 to 4-0-0, Exterior(2) 4-0-0 to 9-10-0, Comer(3) 9-10-0 to
13-10-0, Exterior(2) 13-10-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) 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 410 lb uplift at joint 1 and 410 lb uplift at
joint 5.
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.
September 14,2020
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE.
Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 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 3311 WATERSTONE
T21298030
2000-A-ELEVATION-COR-1
H2
DIAGONAL HIP GIRDER
2
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:26 2020 Page 1
ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-BySKQKOeaVujkLFvzFda1 oYJpRhal 12BRJ37GpydgGN
-1-10-10 2-9-3
1-10-10 2-9-3
Scale = 1:10.1
0-7-0
2-9-3
0-7-0
2-2-3
Plate Offsets (X,Y)--
[2:0-1-12,0-1-01
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 0.40
Vert(LL) 0.04
5 >789 240
MT20 244/190
TCDL 7.0
LumberDOL 1.25
BC 0.42
Vert(CT) 0.04
5 >863 180
BCLL 0.0
Rep Stress ]nor NO
WB 0.00
Horz(CT) 0.02
3 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 12 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-9-3 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=0-5-11, 4=Mechanical
Max Horz 2=122(LC 8)
Max Uplift 3=-64(LC 17), 2=-456(LC 8), 4=-85(LC 17)
Max Grav 3=124(LC 24), 2=413(LC 28), 4=159(LC 24)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left exposed; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift atjoint 3, 456 lb uplift at joint
2 and 85 lb uplift at joint 4.
6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 4-5=-20
Concentrated Loads (lb)
Vert: 9=39(B) 1 0=51 (B)
September 14,2020
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6119/2020 BEFORE USE.
Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qly
Ply
LOT 33l1 WATERSTONE
T21298031
2000_A_ELEVATION_COR—
HS
Diagonal Hip Girder
2
1
Jab Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:45:27 2020 Page 1
ID:20VQZH In97x9G5M9NmJalQz3Stx-f8OiegOGLpOaMVg6Xz8paO5Plr?YmIHLfzphoFydg GM
-1-10-10 3-9-6 5-3-6 7-0-14
1-10-10 3-9-6 1-6-0 1-9-8
Scale = 1:17.4
7-0-14
7-0-14
Plate Offsets (X,Y)--
[2:0-2-11,0-0-3)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.71
Vert(LL) -0.18
4-7 >455 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.56
Vert(CT) -0.29
4-7 >293 180
BCLL 0.0
Rep Stress Incr NO
WB 0.00
Horz(CT) 0.00
2 n/a n/a
BCDL 10.0
Code FBC20171TPI2014
Matrix -MP
Weight: 25 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=216(LC 24)
Max Uplift 3=-145(LC 8), 2=-189(LC 8)
Max Gram 3=170(LC 28), 2=379(LC 1), 4=126(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ` 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 3 and 189 lb uplift at
joint 2.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 lb down and 61 lb up at
1-5-12, 119 lb down and 61 lb up at 1-5-12, and 123 lb down and 85 lb up at 4-3-11, and 123 lb down and 85 lb up at 4-3-11 on top
chord, and 55 lb down and 16 lb up at 1-5-12, 55 lb down and 16 lb up at 1-5-12, and 18 lb down at 4-3-11, and 18 lb down at
4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 4-5=-20
Concentrated Loads (lb)
Vert: 11=-1O(F=-5, B=-5)
September 14,2020
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mv. 5/1912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall AA
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 33/1 WATERSTONE
T21298032
2000_A_ELEVATION_COR-
H7
DIAGONAL HIP GIRDER
4
1
Job Reference (optional)
tiunaers I-Irsta'OUrce (F iam Uity, FL), F'lant Glty, FL - 33b87, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:28 2020 Page 1
ID:20VQZH In97x9G5M9NmJalQz3Stx-7La5r01 u668RzfPl5gf26DeaaFG2V6VUudYEKiydgGL
-1-10-10 5-2-5 6-10-10 9-10-13
' 1-10-10 ' 5-2-5 1-8-5 3-0-3
Scale = 1:22.0
3x4 =
9-10-13
9-10-13
Plate Offsets (X,Y)--
f2:0-1-11,Edge)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) Vdefl L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.77
Vert(LL) -0.28
6-9 >424 240
MT20
2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.87
Vert(CT) -0.57
6-9 >205 180
BCLL 0.0
Rep Stress Incr NO
WB 0.32
Horz(CT) -0.01
6 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 41 Ito
FT = 20
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc puriins.
BOT CHORD 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied or 8-9-13 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical
Max Horz 2=278(LC 8)
Max Uplift 4=-159(LC 8), 2=-341(LC 8). 6=-159(LC 8)
Max Grav 4=108(LC 1), 2=528(LC 1), 6=383(LC 28)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-703/416
BOT CHORD 2-6=-482/628
WEBS 3-6=-678/521
NOTES-
1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration.
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 159 lb uplift at joint 4, 341 lb uplift at
joint 2 and 159 lb uplift at joint 6.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 35 lb up at
1-5-12, 119 lb dawn and 61 lb up at 1-5-12, 127 lb down and 101 lb up at 4-3-11, 123 lb down and 85 lb up at 4-3-11, and 165 lb
down and 169 lb up at 7-1-10, and 163 lb down and 159 lb up at 7-1-10 on tap chord, and 7 lb dawn and 13 lb up at 1-5-12, 55 lb
down and 16 lb up at 1-5-12, 18 lb down and 23 lb up at 4-3-11„ 18 lb dawn at 4-3-11, and 39 lb down and 31 lb up at 7-1-10, and
371b down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
8) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plo
Vert: 1-4=-54, 5-7=-20
Concentrated Loads (lb)
Vert: 11=-1(F) 12=-80(F=-42, B=-37) 13=-7(F) 14=-16(F=-11, B=-5) 15=-62(F=-33, B=-28)
September 14,2020
® 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 MTek0 connectors. This design is based only upon parametersshown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 33/1 WATERSTONE
T21298033
2000-A-ELEVATION-COR-E
H7P
DIAGONAL HIP GIRDER
2
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
1-10-10
5-2-5
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:29 2020 Page 1
ID:20VQZH 1n97x9G5M9NmJalQZ3Stx-bX8T3M2WtQGlbp_UeOAHfRAlzfiW Ea7e7Hlos8ydgGK
1-8-5
3-0-3
3x4 =
Scale=1:22.0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) Vdefl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.73
Vert(LL) 0.44
6-9 >270 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.47
Vert(CT) -0.50
6-9 >234 180
BCLL 0.0
Rep Stress Incr
NO
WB 0.30
Horz(CT) -0.01
6 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 41 lb FT = 20
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1
TOP CHORD
Structural woad sheathing directly applied or 6-0-0 cc purlins.
BOT CHORD 2x4 SP M 31
BOT CHORD
Rigid ceiling directly applied or 9-7-14 cc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical
Max Horz 2=278(LC 8)
Max Uplift 4=-141(LC 8); 2=-454(LC 8), 6=-335(LC 8)
Max Grav 4=109(LC 1), 2=515(LC 1). 6=349(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6001486
BOT.CHORD 2-6=-579/564
WEBS 3-6=-6091625
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration.
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 141 Ito uplift at joint 4, 454 lb uplift at
joint 2 and 335 Ito uplift at joint 6.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 12 lb up at
1-5-12, 75 Ito down and 12 Ito up at 1-5-12, 5 lb down and 85 lb up at 4-3-11, 5 lb down and 85 lb up at 4-3-11, and 37 lb down and
159 lb up at 7-1-10, and 37 lb down and 159 Ito up at 7-1-10 on top chord, and 11 lb up at 1-5-12, 11 lb up at 1-5-12, 5 Ito down at
4-3-11, 5 lb down at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
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, 5-7=-20
Concentrated Loads (lb)
Vert: 12=-75(F=-37, B=-37) 14=-10(F=-5, B=-5) 15=-57(F=-28, B=-28)
September 14,2020
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 511912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must vent' 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 ANSI1TPI1 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 3311 WATERSTONE
T21298034
2000_A_ELEVATION_COR-
H7V
Diagonal Hip Girder
2
1
Job Reference (optional)
ruswuwca trndnt i iy, raj, runt L'ay, M-aaoot, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:30 2020 Page 1
ID:20VQZHln97x9G5M9NmJalQz3Stx-3jhrGi39ek09DzZhC5hWBejyy3?2z?anMx1 LPaydgGJ
-1-10-10 5-4-1 9-10-13
1-10-10 5-4-1 4-6-11
Scale = 1:22.6
3x4
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP'
TCLL 20.0
Plate Grip DOL
1.25
TC 0.58
Vert(LL) 0.09
6-7 >999 240
MT20 244/190
TCDL 7.0
LumberDOL
1.25
BC 0.64
Vert(CT) -0.12
6-7 >960 180
BCLL 0.0
Rep Stress Incr
NO
WB 0.41
Horz(CT) 0.02
5 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 41lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-3-4 oc puriins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 6-8-0 Gc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 5=Mechanical, 2=0-8-0
Max Horz 2=336(LC 8)
Max Uplift 4=-276(LC 8), 5=-142(LC 8), 2=-269(LC 8)
Max Grav 4=289(LC 13), 5=377(LC 13), 2=412(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1159/502
BOT CHORD 2-7=-727/1151, 6-7=-739/1156
WEBS 3-7=0/252, 3-6=-1137/722
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
. capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 4, 142 lb uplift at
joint 5 and 269 lb uplift at joint 2.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-54
Trapezoidal Loads (plf)
Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, 13=40), 8=0(F=10. B=1 0)-to-5=-49(F=-1 5, B=-15)
September 14,2020
®WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1012020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not•
a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIfrPl1 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 33/1 WATERSTONE
T21298035
2000_A_ELEVATION_COR-
K01
HIP GIRDER
1
1
Job Reference (optional)
1
�a
rce (mant t;lty, F-L), F'lant city, I-L - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:31 2020 Page 1
I D:h KY1 ep9FiDwfFyJCybTuLLyv92?-YwFDU23nP1 WOg68tmpClksGB1 SSjiYrwabnuxOydgGI
-0-00 5-11-0 7-11-0 9-3-0
2-0-3-11-0 2-0-0
Special
- 5x8 =
Special
NAILED 4x6 =
19 4
2x4 = ... ''
2-0-0
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
NO
BCDL
10.0
Code FBC2017rrP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (size) 2=0-4-0, 5=0-4-0
Max Horz 2=-69(LC 6)
Max Uplift 2=-510(LC 8), 5=-510(LC 8)
Max Grav 2=360(LC 36), 5=360(LC 37)
Scale = 1:19.9
CSI.
DEFL.
in
(loc) I/defl L/d
PLATES GRIP
TC 0.31
Vert(LL)
0.02
7-8 >999 240
MT20 244/190
BC 0.17
Vert(CT)
0.02
7-8 >999 180
WB 0.03
Horz(CT)
0.01
5 n/a n/a
Matrix -MP
Weight: 38 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-502/452, 3-4=-450/404, 4-5=-504/450
BOT CHORD 2-8=-325/544, 7-8=-338/557, 5-7=-330/547
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; porch left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
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 510 lb uplift at joint 2 and 510 lb uplift at
joint 5.
7) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 238 lb down and 151 lb up at
2-0-0, and 238 lb down and 151 lb up at 5-11-0 on top chord, and 206 lb down and 113 lb up at 2-0-0, and 206 lb down and 113 lb
up at 5-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pig
Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-14=-20
Concentrated Loads (lb)
Vert: 3=33(B) 4=33(B) 8=43(B) 7=43(B) 20=0(B)
September 14,2020
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1012020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, note
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall n
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek"
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1771`I1 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 3311 WATERSTONE
T21298036
2000_A_ELEVATION_COR-
K02
COMMON SUPPORTED GAB
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:32 2020 Page 1
ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-O6pbhO4PALetSG13KWk-H3oGVso4R_r4pFWSTTydgGH
1 4-0 3-11-8 7-11-0 9-3-0
1-4-0 3-11-8 3-11-8 1 4-0
46 =
2x4
Scale = 1:19.6
7-11-0
7-5-8
Plate Offsets (X,Y)-
[2:0-2-0 Edge] [4:0-2-0,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.64
Vert(LL)
0.01
5 Ink 120
MT20 2441190
TCDL 7.0
LumberDOL 1.25
BC 0.16
Vert(CT)
0.02
5 n/r 120
BCLL 0.0
Rep Stress Incr YES
WB 0.10
Horz(CT)
0.00
4 n/a n/a
BCDL 10.0
Code FBC2017rrP12014
Matrix-P
Weight: 32 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc puffins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=7-0-0, 4=7-0-0, 6=7-0-0
Max Horz 2=-109(LC 10)
Max Uplift 2=-255(LC 12), 4=-255(LC 12), 6=-47(LC 12)
Max Grav 2=229(LC 1), 4=232(LC 18), 6=271(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 3-6=-1741342
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 3-11-8, Comer(3) 3-11-8 to
7-11-0, Extedor(2) 7-11-0 to 9-3-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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 255 lb uplift at joint 2, 255 lb uplift at
joint 4 and 47 lb uplift at joint 6.
8) Non Standard bearing condition. Review required.
September 14,2020
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parametersshown, and is for an individual building component, not �•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 33/1 WATERSTONE
T21298037
2000_A_ELEVATION_COR—
L01
HIP GIRDER
1
1
Job Reference (optional)
tlunaers Firmource (viant L;ny, t-L), Nlant City, F-L - 33b67, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:45:33 2020 Page 1
ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-UIN_uj5lxfmk4QHFtEFDpHLOoGyeANFD2vG??vydgGG
-1-4-0 5-1-3 7-0-0 10-0-0 13-0-0 15-0-6 20-0-0 21-4-0
1-4-0 5-1-3 1-10-13 3-0-0 3.0-0 2-0-6 4-11-10
Scale = 1:36.9
4x6 =
3x4 =
19 5 20
46 =
3x8 = 3X4 3x8 =
4x6 = 46 =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
LumberDOL 1.25
Rep Stress Incr NO
Code FBC2017/TPI2014
CSI.
TC 0.87
BC 0.90
WB 0.35
Matrix -MS
DEFL. in (loc) I/deft Ud
Vert(LL) 0.41 10-12 >585 240
Vert(CT) 0.3310-12 >725 180
Horz(CT) -0.11 8 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 98 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural woad sheathing directly applied or 3-2-8 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 2-10-7 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-4-0, 8=0-4-0
Max Horz 2=-172(LC 6)
Max Uplift 2=-1934(LC 8), 8=-1934(LC 8)
Max Grav 2=1516(LC 1), 8=1516(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-281813534, 3-4=-2667/3485, 4-5=-2389/3179, 5-6=-2389/3179, 6-7=-2667/3485,
7-8=-2818/3534
BOT CHORD 2-12=-3004/2472, 10-12=-3054/2519, 8-10=-3004/2472
WEBS 4-12=-1229/927, 5-12=-249/275, 5-10=-249/275, 6-1 0=-1 229/928, 3-12=-262/243,
7-10=-263/243
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
:) 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 1934 lb uplift atjoint 2 and 1934 lb uplift
at joint 8.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 lb down and 392 lb up at
7-0-0, 93 lb down and 205 lb up at 9-0-12, and 93 lb down and 205 lb up at 10-11-4, and 179 lb down and 392 lb up at 13-0-0 on
top chord, and 397 lb down and 539 lb up at 7-0-0, 98 lb down and 121 lb up at 9-0-12, and 98 lb down and 121 lb up at 10-11-4.
and 397 lb down and 539 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility
of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-6=-54, 6-9=-54, 13-16=-20
Concentrated Loads (lb)
Vert: 4=-132(F) 6=-132(F) 12=-397(F)10=-397(F) 19=-93(F) 20=-93(F) 21=-82(F) 22=-82(F)
September 14,2020
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not•
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall q
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VI iTek�
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPI1 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 3311 WATERSTONE
T21298038
2000_A_ELEVATION_COR—
L02
Hip
1
1
Job Reference (optional)
.._,_----- ,. ._... _.,_„ .........y, . ........, , O.4— J 1V 1 u GU Ivu I uK 111—Ulub, IIIG. Iviull oep 14 W:4J:J4 zuzu rage I
ID:oHYi RCdpcl quXgUg6?i PJRzdjtT-yVxM636fiyuahasSRxrriSMUuaggK8vpxNGZ?ZYLydgGF
1 4-0 6-3.6 9-0-0 11-0-0 13-8-10 20-0-0 21-0-0
1-4-0 6-3-6 2-8-10 2-0.0 12 6-3-6
6-3-6
4x6 =
46 =
4 5
4x6 = 5x8 WB = 4x6 =
3x4 = 3x4 =
9-0-0
1-0-0
Scale = 1:37.2
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.79
Vert(LL)
0.52
9-17
>460
240
MT20 244/190
TCDL 7.0
LumberDOL 1.25
BC 0.82
Vert(CT)
0.43
9-17
>552
180
BCLL 0.0
Rep Stress Incr YES
WB 0.39
Horz(CT)
-0.04
7
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -AS
Weight: 94 lb FT = 20%
LUMBER -
TOP CHORD
2x4 SP No.1 'Except'
4-5: 2x4 SP No.2
BOT CHORD
2x4 SP No.1
WEBS
2x4 SP No.3
OTHERS
2x4 SP No.3
REACTIONS. (size) 2=0-4-0, 7=0-4-0
Max Horz 2=213(LC 11)
Max Uplift 2=-960(LC 12), 7=-960(LC 12)
Max Grav 2=812(LC 1), 7=812(LC 1)
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=-1182/2440, 3-4=-971/2257, 4-5=-823/2042, 5-6=-971/2257, 6-7=-1182/2439
BOT CHORD 2-11=-2027/1023, 9-11 =-1 597/823, 7-9=-2026/1023
WEBS 3-11=-331/668, 4-11=-960/339, 5-9=-959/339, 6-9=-331/668
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 21-4-0 zone; porch left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
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 960 lb uplift at joint 2 and 960 lb uplift at
' joint 7.
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.
Noi 22$39:
y&timpa FG 336tQ;1
September 14,2020
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 property incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Satety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
LOT 33/1 WATERSTONE
T21298039
2000_A—ELEVATION_COR—
Vol
Valley
1
1
Job Reference (optional)
„��,� , „�•���,�� t, ,�,,, �,y, , ��, , ,a,,. y' , .+.+.+ 0.4— s 1 i 1 a tutu rvu r ere uwustries, inc. mon oep i i ia:4a:ao tutu rage I
ID:20VQZHln97x9G5M9NmJalQz3Stx-QhVkJP7HTGORJkRe?eHhuiQgc4rTeMU W VD164oydgGE
3-10-0 7.4-0 8-8-0
1-0-0 3-10-0 3-6-0
Scale = 1:21.1
46 =
8 7 6
3x6 11 2x4 11 3x6 11
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.46
Vert(LL)
-0.00
5
n/r
120
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.11
Vert(CT)
-0.01
5
n/r
120
BCLL 0.0
Rep Stress Incr YES
WB 0.05
Horz(CT)
0.00
6
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-R
Weight: 34 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD.
OTHERS 2x4 SP No.3
REACTIONS. (size) 8=7-4-0, 6=7-4-0, 7=7-4-0
Max Horz 8=-101(LC 10)
Max Uplift 8=-236(LC 12), 6=-273(LC 12), 7=-8(LC 12)
Max Grav 8=209(LC 21), 6=222(LC 1), 7=233(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-191/696, 2-3=-101/348, 3-4=-107/362, 4-6=-204/761
Structural wood sheathing directly applied or 6-0-0 cc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 cc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-0 to 3-0-0, Exterior(2) 3-0-0 to 3-10-0, Comer(3) 3-10-0 to
7-10-0, Exterior(2) 7-10-0 to 8-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Gable requires continuous bottom chord bearing:
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
- will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 236 lb uplift at joint 8, 273 Ito uplift at
joint 6 and 8 lb uplift at joint 7.
September 14,2020
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5I19/2020 BEFORE USE.
Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��•
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall p /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV I iTe 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 of trusses and truss systems, see ANS11TP1/ 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
A r r
Job
Truss
Qty
Ply
LOT 3311 WATERSTONE
TTrussType
T21298040
2000_A_ELEVATION_COR-
v02
1
1
Job Reference o tional
v
6
d
111- Y. �� - �����, Zffu s mar a GUGU ml i eK maustries, Inc. mon Jep 14 10:40:36 ZUZU Yage 1
ID:20VQZH In97x9G5M9NmJalQz3Stx-ut36Xl7wEa9lxu0gZMowRvzziTAH NnPgklUfcEydgGD
4-4-8 8-9-0
4-4-8 4-4-8
Scale=1:16.7
4x6 =
2
4
2x4 i 2x4 II 2x4 1
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.63
Vert(LL) n/a n/a 999
MT20 2441190
TCDL 7.0
LumberDOL 1.25
BC 0.14
Vert(CT) n/a n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.14
Horz(CT) 0.00 3 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight: 28 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=8-8-0, 3=8-8-0, 4=8-8-0
Max Horz 1=-77(LC 10)
Max Uplift 1=-105(LC 12), 3=-105(LC 12), 4=-103(LC 12)
Max Grav 1=139(LC 1), 3=145(LC 18), 4=275(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-4=-182/455
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 1, 105 lb uplift at
. joint 3 and 103 lb uplift at joint 4.
September 14,2020
® 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 parametersshown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses 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
Oty
Ply
LOT 33/1 WATERSTONE
T21298041
2000_A_ELEVATION_COR—
VO4
GABLE
2
1
Job Reference o tional
tsuncers t-Irsv3ource (mant Lary, FL), Plant Lary, t-L - JJSb r, t5.24u s Mar 9 2uzu MI I ek Industries, Inc. Mon Sep 14 15:45:37 2U2U Page 1
ID:hKY1ep9FiDwfFyJCybTuLLyv92?-M3dUk58Y tH9Y1bl63J9_7WGGtXK6GmpzXED8gydgGC
2-3-15
2-3-15
Scale = 1:8.6
2
3
2x4 i 2x4 II
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.07
Vert(LL)
n/a
n/a 999
MT20 244/190
TCDL 7.0
LumberDOL 1.25
BC 0.02
Vert(CT)
n/a
n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT)
0.00
n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 7 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-3-15 oc purlins,
BOT CHORD 2x4 SP No.2
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=2-3-15, 3=2-3-15
Max Horz 1=49(LC 12)
Max Uplift 1=-20(LC 12), 3=-45(LC 12)
Max Grav 1=58(LC 17), 3=64(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
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 20 lb uplift at joint 1 and 45 lb uplift at
joint 3.
September 14,2020
®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is form individual building component, not•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Tr
ek'
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the M i'l
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPll Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd.
Salefyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Y r 1 7
Job
Truss
Truss Type
Qty
Ply
LOT 33/1 WATERSTONE
T21298042
2000-A-ELEVATION-COR-E
V05
GABLE
2
1
Job Reference (optional)
—r-1s rnato0mce tnant'ay, "), runt t.ay, rL - 00001,
'4
4
0
o.L4U s Mar u LULU mi I eK mauslrles, Inc. Mon sep 14 T5:45::i6 LULU rage 1
ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-gGAtyR9AIBPOABADgnrOWK2MrHrd6OyBBzmh6ydgGB
4-3-15
4-3-15
2
3
2x4 i 2x4 II
Scale = 1:13.6
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/dell L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.40
Vert(LL)
n/a n/a 999
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.15
Vert(CT)
n/a n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT)
0.00 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight: 15 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-3-15 cc purlins,
BOT CHORD 2x4 SP No.2
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=4-3-15, 3=4-3-15
Max Horz 1=111(LC 12)
Max Uplift 1=-46(LC 12), 3=-102(LC 12)
Max Grav 1=134(LC 17), 3=147(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
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 46 lb uplift at joint 1 and 102 lb uplift at
joint 3.
September 14,2020
® WARNING - Yerify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5110/2020 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 M iTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 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
ti
Symbols
PLATE LOCATION AND ORIENTATION
14-1 3/4' Center plate on joint unless x, y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
-
-I-
For 4 x 2 orientation, locate
plates 0- Vi ' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
*Plate location details available in MiTek 20120
software or upon request.
PLATE SIZE
The first dimension is the plate
4 x 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
LATERAL BRACING LOCATION
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T or I bracing
if indicated.
BEARING
Indicates location where bearings
(supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Min size shown is for crushing only.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good. Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
(Drawings not to scale)
1 2 3
TOP CHORDS
CI-2 C2.3
WEBS q 4
T is O
O O
Ua
O CL
C7-8 C6a c5-e 00
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
ESR-1311, ESR-1352, ESR1988
ER-3907, ESR-2362, ESR-1397, ESR-3282
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values
established by others.
© 2012 MiTek® All Rights Reserved
M nsm- �8�� J
MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020
® General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g.
diagonal or X-bracing, is always required. See BCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative Tor I
bracing should be considered.
3. Never exceed the design loading shown and never
stack materials on inadequately braced trusses.
4. Provide copies of this truss design to the building
designer, erection supervisor, property owner and
all other interested parties.
5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
joint and embed fully. Knots and wane at joint
locations are regulated by ANSI/TPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI 1.
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design is not applicable for
use with fire retardant, preservative treated, or green lumber.
10. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice is to
camber for dead load deflection.
11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
12. Lumber used shall be of the species and size, and
in all respects, equal to or better than that
specified.
13. Top chords must be sheathed or purlins provided at
spacing indicated on design.
14. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
15. Connections not shown are the responsibility of others.
16. Do not cut or alter truss member or plate without prior
approval of an engineer.
17. Install and load vertically unless indicated otherwise.
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19. Review 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
ANSUTPI 1 Quality Criteria.
21.The design does not take into account any dynamic
or other loads other than those expressly stated.