HomeMy WebLinkAboutLetter Of Truss Approval258 Southhall Lane, Suite 200
F D S Maitland, Florida 32751
P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com
Website: www.fdseng.com
ENGINEERING ABBOCIATES
December 16, 2021
Building Department
Ref:
Adams Homes
Lot:
Lot 184 Ph.3
Subdivision:
Fort Pierce - Waterstone
Address:
5318 Vespera St.
Model:
1480 B LHG
KA #
21-10557
Truss Company:
Builders First Source
Date of drawings:
8/7/2021
Job No.:
2867130
Wind Speed:
160
Exposure:
C
Truss Engineer:
Joaquin Velez
To whom it may concern,
SEV5EW` ' FOR
0
Bocc
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, <<�111ltiiltl111i1/1�/
F�
6 2 6 — 12/16/2021 12/16/2021
S7"
Carl j �I of ,'��E OF Sett Lewkowski, P.E. Luis Pablo Torres, P.E.
FL. # 5�6�d, '+.,R lD p:� L�,,4'F. #78750 FL. # 87864
O t
Af 1. E
°�11r116Jilillllt�l���� "Your1Bu lding1Code E perts"ompany
K = THJA26 supporting H9Ns must
be installed before E9A's.
CONNECTOR SCHEDULE
DESCRIPTION QTY
T-WA-26 2 ..
CIA
C3A
C5A
B03
B03
B04
B04
B04
Q Q Q Q oQD Q Q Q Q Q Q Q Q Q Q aQ0 Q Q Q Q
'I r- W M M 0) O) (M C0 0) C1 D) � r- u7 CM
U U U U W W W W W W W W W W W W U U U U
tK)\
\
an
\ \ \
12
yp)caj \
\ \ \ \
+
\ \ \
\ \ \
' Flat ypical
\ \ \
8' Flat, Typical
\ \ \ \ \
6 00
E TO
0
Y
0
ND
0
m
0
n
6-00-00
20-00-00
13-00-00
39-00-OD
.I
A15
A14
A13
Al2
-I
ME9
M 'I
N6 all'a I 11; 1�
TO WIND
0 Reviewed and Approved ❑ Revise and Resubmit
0 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 AASSOCIATES
Date: 12/17/2021 By: ES /(I
Submittal No.: Project No.: 21-10557 Project Eng.: Carl Brown
Project Name: Adams Homes - Fort Pierce - Waterston - Lot 184 Blk Ph3
VERH Y ALL DIMENSIONS AND CEILING CONODIONS PRIOR TO APPROVAL
SOW CEIUNG FR,VNNG REQUIRED IN RUD BY SULDER
MAD! WIND FORCE RES6TING SYSTEWCG HYBRID WIND ASM46
IMPORTANT
ENCLOSED
FAPOSURE CATEGORY C
OCCUPANCY CATEGORY Y
This Drawing Must Be Approved And
WIHO MWORrLOADISG MPH
WINDIMPORTANCEFACTOR 1.00
Returned Before Fabrication Will
TRUSSES WIVE BEEN OESIGxEDED FOR ATQDPSF
BOTTOM CHORD LNE LOAD
Begin, For Your Protection Check All
NONCONCURRENT WITH ANY OTHER LIVE
LOADS
Dimensions And Conditions Prior To
Approval 01 Plan.
ROOF LOADING
FLOOR LOADING
SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE
TCLL: 20 PSF
TCLL• 40 PSF
BEEN ACCEPTED.
TCDL• 07 PSF
TCDL: 10 PSF
By Date
BCDL• 10 PSF
BCDL: 5 PSF
TOTAL, 37 PSF
TOTAL: 65 PSF
DURATION: 1.25
DURATION: 1.00
CAUTION!!!
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-B7 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (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
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: FBC2020
BEARING HEIGHT SCHEDULE
BUILDER: -
Adams Homes
PROJECT: Single Family
MODEL 11480 B 10X14 LANAI
ADDRESS: I 631SVESPERA ST
LOT / BLOCK: 184/ PH3
SUBDIVISION:WATERSTONE
CITY: FT PIERCE
DRAWN BY: KSANCHEZ
JOB H : 2867130
DATE: 08/0512021 SCALE: NTS
PLAN DATE: 1 2021
REVISIONS:
1.
2.
3.
4.
4408 Airport Road
Plant City, FL 33563
Ph.(813) 305-1300
Fax (813) 305-1301