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REVIEWED ❑ 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 con-
tractor from compliance with requirements of the draw-
ings 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 is responsible
for confirming and correlating all quantities and diman-
sions; selecting fabrication processes and techniques of
construction; coordinating his work with that of all ether
trades and performing his work in a safe and satisfactory
manner
FLORIDA DESIGN SOLU OHS,INC.
Date K BY. •,y ,
Submittal Na Pmlett Na Project Faq.
Project
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Retumea Before Fabrication w1I
Begin. For Your Protection Check All
Dimensions And Conditions Prior To
Approval Of Plan.
SIGNATURE BELOW INDICATES ALL
ROOF LOADING
_
FLOOR LOADING
TOLL: 20
NOTES AND DIMENSIONS HAVE
PSF
TLLL: 40 PSF
BEEN ACCEPTED.
TCDL' OT PSF
TCDL: 10 PSF
BCDL: 10 PSF
BCDL 5 PSF
By Data
TOTAL: 37 PSF
TOTAL. 55 PSF
DURATION: 1.25
DURATION: 1.00
CAUTIONM
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
TXE ENGINEERING DRAWINGS AND
BSCIAI SUMMARY SHEETS
ALL PERMANENT BRACING MUST BE
W PLACE PRIOR TO LOADING
TRUSSES Co. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE W 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). _
A) UPLIFT AND GRAVITY REACTIONS.
WARNING
Backehargea will Not Be Accepted
RegaMlesa of Fault Wa W Prier
Notificatlbn By Customer Within a8
Hours And Investigation By
Builtlers Fint Soursa.
NO EXECPTIONS.
The General Contractor Is ResponoWle
For All Connectiom Other Than Tmas
to Truss, Gable Shear Wall, And
Connections. Te..... and
P...et &acing. And Gigng And
Root Diaphragm Connections.
ROOFPITCH: $112
CEILING PITCH: 3112
TOP CHORD SHE: 2 X a
BOTTOM CHORD SRE: 2 X♦
OVERHANG LENGTH: IV
END CUT: Plumb
LANNLEVER: —
TRUSS SPACWG: W
BUILDING CODE: MC2017
BEARING HEIGHT SCHEDULE
SCANNED
�Y
8t.. Lucie Coon
BUMER:
Adams Homes
PROJECT:
Single Family
MODEL
2010 A 1 OX20 LANAI
ADDRESS: 5113 BIRCH DR
LOT I BLOCK:
SUBDIVISION:
I ESTATESIST LUCIE
CRY: I FORT 01910
DRAWN BY: KTEIIBER
JOB 9: 1731015
DATE: I04101D019 SCALE: I NTS
PLAN DATE: 1 2019
REVISIONS:
1.
2
1.
�, BuNers
Fu JtSoulm
"bill Airport Road
Plant City, FL 33563
Ph. (813)305-1300
Fax (813) 305.1301