HomeMy WebLinkAboutLetter Of Truss Design258 Southhall Lane, Suite 200
fi;F D Maitland, Florida 32751
P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com
Website: www.fdseng.com
ENGINEERING ASSOCIATES
December 10, 2021
Building Department
Ref:
Adams Homes
Lot:
Lot 20 Ph.3
Subdivision:
Fort Pierce - Waterstone
Address:
8320 Amalfi Cir.
Model:
2508 A RHG
KA #
21-10552
Truss Company:
Builders First Source
Date of drawings:
9/14/21
Job No.:
2867272
Wind Speed:
160
Exposure:
C
Truss Engineer:
Andrew Johnson
To whom it may concern,
copy
opy
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,
12/ 10/2021
Carl A. Brown, P.E.
FL. # 56126
12/10/2021
Scott Lewkowski, P.E.
FL. #78750
>>>33L9'd3Bdp�ff
�BLO • �`O �d f
tie \� GEN�4• •�J.
ti v �• ems\ �• ••. m�
• No 8786
•
• m
►L z
0 s STAT OF Uro
t,
V'
o
Luis Pablo To s, P.E.
FL. # 87864
FDS Engineering Associates, A TSG Company
'Your Building Code Experts"
60.00-00
14-00-00
23-08-00
21-00-00
I
C1"C3
C
C')
Do
Q
r
Q
0
EX OSE
TO
IND
o
,o'y
N_
Q
co
Q
�_
Q
LO
Q
67
Q
r U
r� VC3
C5
°D
4-0
00
5
+
+o
+
+
+
+
9" 0
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
t +
+
+
+
+
+ +
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
-40'
CEIL4
G+H
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+ +
+
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+
+
Lrp
+
vim
N +
+
�+
t-
+
+
d
o +
+
+
+
o
<F
+
�+
+ +
o+
1
+
m
a+
+
o+
+a+
+
o +
+
o+ o
+
o
+
+
+
+
o+
+
+
a+
+
+
+
+
+
+
+
+
+
-00-00
+
+
-0 0
+
+
+ +
+
+
+
+
+
+
2-00
+
+
7-00-00
ID
+ +
+
+
+
+
+
+
+
+
+
+
+
+
tJ
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+
+
+
+ +
+
+ +
+
+
E +
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+ +
+
+
+
+
+
+
1}
—m
°-
W
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+
CJ
+
+
+
+
+
+
+ +
+
+ +
+
+
+
+ +
+
+
o
+ +
+
+
+
+
+
+
+
+
+
+
+
+
rn
O
+
+
+
+ +
+
+
+
+
+ +
+
+
h +
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+
+
+
W
Iroi
+
+
+
+
+
+
+ +
I- +
I- +
+
+
+
+
+ +
+
+
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+ +
+
+
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
M
m
+
+
+ +
+
+
+
+
+
@+
(D
+
+ m+
_+_
m d]
i+
+
_ +
� 0]
IL
+
+
+
+
+
+
+ +
+
+ +
+
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+ +
+
+
+
+
+
+
+
T
+
+
+
+ +
+
+
+
+
+
0'+C
+ +
INCH
+
T,
+
+
+
+
a
9
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
E7V
\
+
+
+
+
+
+
+
+
+
+ +
+
+
+
7
+
+
+ +
+
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+
+
+
E7V
N
+
+
+
+
+
F.
+
+
+
E7V
m
+
+++
o
r++++
+
+
+
+
+ +
+
+
+
+
+E7�
E ALL
o to DD
+
+
+
+
+
+
+
+
g+
4.
+
+ +
+
+
+
B 3B
5
0
vaul
2
13
o9-1
C3
C1
m r
U U
C C
e
o
o
13
3P
o
0
OSE
W N
13
U U
W
W (0)
U
13
12-04-00
10-08-00
11-00-00
19
0
20
21
'r
o
0
C5
C5
C3
3
14-04-00 6-08-00
C1
C1
U
Di
U
U
n
W
r
W
r•
W
n
w-
n
W
n'
w
r`
W
Ln
U
M
U L�s
24-08-00
34-00-00
58-OB-00
I
SIMPSON CONNECTOR SCHEDULE
ROOF TRUSS
QT
ID
MODEL ROOF UPLIFT SYMBOL
0
A`
LUS24
895
490
1LA�
0
A
HTU26
3600
1555
.1 LA
0
B
HTU28
4680
2140
1l8
0
C
HTU26-2
3600
2175
1 LC
0
D
HTU28-2
4680
3485
1 w
0
E
HGUS26-2
5320
12155
Ile
0
F
HGUS28-2
7460
3235
1IF
0
G
HGUS26-3
5230
2155
1 LG
0
H
HGUS28-3
7460
3235
1 w
0
J
THJA-26
9100
4095
1 W
L.32__
3X8NOP
❑+ Reviewed and Approved ❑ Revise and Resubmit
❑ Reviewed with Notations ❑ Not Reviewed (see explanation)
Corrections or comments made on equipment submittals or shop drawings during this review do
not relieve contractor from compliance with requirements of the drawings and specifications.
This check is only for review of general conformance with the concept of the project and
general compliance with the information given in the contract documents. The contractor is
responsible for confirming and correlating all quantities and dimensions; selecting fabrication
processes and techniques of construction; coordinating his work with that of all other trades and
performing his work in a safe and satisfactory manner
FDS ENGINEERING ASSOCIATES
Date: 12/10/2021 By: BH
Submittal No.: Project No.: 21-10552
Project Name: Adams Homes - Ft. Pierce - Lot 20 Ph.3
VERIFY ALLDIMEN SANDCERINGCONDITIONSPRIORTOAPFROVAL
SOME CEILING FRANINO REQUIRED W FIELD BY BUILDER
MAW W1= FORCE RESISTING SYSTEN 4 HYBWO VRNO ASCET-IS
ENCLOSED
EXPOSURE CATEGORY C
OCCUPANCYCATEGORY It
VA ND LOAD IN MM
V41M IMPORTANCE FACTOR TAU
TRUSSES HAVE BEEN DESIONED FORA 109 PSF BOTTOM WOW LNE LOAD
NONCONCURRENTwnH ANY OnAER LNE LOADS
ROOF LOADING FLOOR LOADING
TCLL: 20 PSF TCLL: 40 PSF
L TCDL: 07 PSF TCDL: 10 PSF
BCDL: 10 PSF BCDL: 5 PSF
TOTAL: 37 PSF TOTAL: 66 PSF
DURATION: 1.26 DURATION: 1.00
CAUTION!!!
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-61 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (10. 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
Baekcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hours And Investigation By
Builders First Source.
NO EXECPTIONS.
The General Contractor Is Responsible
For All Connections Other Than Truss
to Truss, Gable Shear Wall, And
Connections. Temporary and
Permanent Bracing, And Ceiling And
Roof Diaphragm Connections.
ROOF PITCH: 6112
CEILING PITCH: 0112
TOP CHORD SIZE: 2 X 4
BOTTOM CHORD SIZE: 2X4
OVERHANG LENGTH: 16"
END CUT: Plumb
CANTILEVER: —
TRUSS SPACING: 24"
BUILDING CODE: FBC2020
BEARING HEIGHT SCHEDULE
Hakh Legend
kB'-010'— BRG WALL
D' BRG WALL
BUILDER:
Adams Homes
PROJECT:
Single Family 160
MODEL:
2508 A 2CAR
ADDRESS: 8320 AMALFI CIR
LOT / BLOCK:
20/PH3
SUBDIVISION:
WATERSTONE
CITY: I FT PIERCE
DRAWN KSANCHEZ
JO 2867272
AT 08/10/2021 SCALE NTS
PLAN DATE 2021
REVISIONS:
Project Eng.: Luis T 1.DEC 2020
IMPORTANT
This Drawing Must Be Approved And
Returned Before Fabrication Will
Begin. For Your Protection Check All
Dimensions And Conditions Prior To
Approval Of Plan.
SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE
BEEN ACCEPTED.
By Date
4408 Airport Road
Plant City, FL 33663
Ph.(813) 305-1300
Fax (813) 305-1301