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SCANNED
BY
St- Lucie County
!.J REVISE AND RESUBMIT
?i_T.J, ivK's .1-1 '(SEE
REVIEWED
Correcttons or comments made on equipment wbmdtals
or shop drawings during this review do not relieve con-
tractor from compliance with requirements of the draw -
rags and specifications. This check Is only for review of
general conformance with the design concept of the
project and general compliance with the Information given
In the contract documents. The contractor 1s responsible
for confirming and correlating all quantities and dimen-
sions; selecting fabrication processes and tectxtiques of
construction; coordinating his work with that of all other
trades and performing Ns work in a safe and satisfeCtory
manner
FLORIDA DESIGN SOLUTIONS, INC-
Date- ey
Submittal No. Project No. ftild E4
Project Name'
cm.¢ muw rauiw �aamD 1..... axrowrmrvu
Iues oxaFcaasrimmoauma.xmxnem ..a
IMPORTANT
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This Dewing Must Be Approved And
...'se.
nranox L.w
Returned Butom Fa1inina on Will
on
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Begin. For Your PmtecBon Check All
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conoi
Dimensions And Conditions Prior To
ApBELO Of Plan.
SIGNATURE BELOW INDICATES ALL
ROOF LOADING
FLOOR LOADING
NOTES AND DIMENSIONS HAVE
TCLL 20 PSF
TOLL: 40 PSF
BEEN ACCEPTED.
TCDL 07 PSF
TCDL: 10 PSF
By Date_
BCUL: 10 PSF
BCDL: 5 PSF
TOTAL: 37 PSF
TOTAL: SS PSF
DURATION: 1.25
DURATION: 1.00
CAUTION!!!
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCIa1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (ie. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE
2) BEARING BLOCK REQUIREMENTS
3)SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS
WARNING
Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
NoBBcation By Customer Within 48
Hours And mveatigaeon By
Builders First Source.
NO EXECPTIONS.
The General Contractor is Responsible
For All Connections Other Than Truss
to Tress, Gable Shear Wall, And
Connections. Temporary and
Permanent Bracing, And Ceiling And
Reef Diaphragm Connections.
ROOF PITCH: W12
CEILING PITCH: 3112
TOP CHORD SME: 2 X 4
BOTTOM CHORD SQE: 2 X 4
OVERHANG LENGTH: 16"
END CUT: Plumb
CANTILEVER -
TRUSS SPACING: 24"
BUILDING CODE: FBC2011
BEARING HEIGHT SCHEDULE
Hatch Legend
®12'-00" KNEE WALL
�W-DO" BRG WALL
BUILDER:
Adams Homes
Single Family755B
10X20 LANAI:
$609 BIRCH DRCK:
JSingle:
40ION: ESTATESIFORTFORT
PY:
KTEUBER2046340/1612019
SCALE: NIS
PLAN DATE:T 2019
REVISIONS:
1.
2.
3.
4.
�, �a�
. FrstSource
audit Airport Read
Plant City, FL 33663
Ph.(913)305-130D
Fax (813) 305-1301