HomeMy WebLinkAboutREVISION 4-16-18OFFICE USE ONLY:
DATE FILED:
REVISION FEE: ` 5
LOCATION/SITE
ADDRESS. -
,
PERMIT #
RECEIPT # ?f" C
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
, %�c 17-el e-1,
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. 4: ST. LUCIE CO CERT. #:
BUSINESS NAME: 0/1
QUALIFIERS NAME.
ADDRESS: f� F� C —c
CITY: _ Z6xr r - r c STATE: 5/ ZIP: .}'�r
PHONE (DAYTIME): ` 12p 6d90 FAX:
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: IP:
PHONE (DAYTIME: FA
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS: U
CITY: TATE:
PHONE (DAYTIME): FAX:
SLCCC: 9/23/09
Revised 06130117 ;
IRS
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SIMILAR BUT E/-''AL
CONSTRUCTIc,k
IS ACCEPTABLE
2x OR 5/4 PT DE JNG
w/ (2) DECK SCREWS _PER JOIST
TYP.
02 VrF
(2) 1/2"
DECK JOiST 16" O.G.
TI4RU BOLTS
SIMPSON TWIST STRAP
a EACH BRG. OF JOIST
MIN. 4 x 4
PT POST
INSTALL PER MFG. SPECS
+� MAX +/- 6' O.C.
SEE
TYP.
2x8PT
STAiR
02 SYP
DETAIL
_
STRINGER
TYP. DECK/LANDING DETAIL
TYP 2 x 4 TYP. RAILING w/ 2 x 2 PT PiCKETS
PT TOP E BTM RAIL MAX 4" BETWEEN OPENING
SIMILAR BUT EQUAL
CONSTRUCTION
IS ACCEPTABLE
2x OR 5/4 PT DECKING
ELEV. +/- 46" ASV. GRADE
2 x 6 PT STRINGER
(2) 1/2"
THRU BOLTS
2x12PT
OR2x
PT
DECKING
TREADS
— EXISTING GRADE
NOTE-
TREADS - 10" - 11" TYP MIN. 4 x 4 (3) 2 x 12 PT
RiSERS = MAX 115" PT P05T STRINGERS
MIN. 24"
BELOW GRADE
STAIRS / DECK / LANDING w/ TYP. WOOD RAILING NTS
TYPICAL STAIR SECTIONS
TO COMPLY w/ FBC CODE 2011 &TH ED
R311.1.5.1 Riser height.
The maximum riser helght shall be 1 3/4 inches (196 mm).
The riser shall be measured vertically between leading edges
of the adjacent treads. The greatest riser height within any flight
of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm).
R311.7.5.2 Tread depth.
The minimum tread depth shall bb 10 inches (254 mm). The tread depth
shall be measured horizontally between the vertical planes of the foremost
projection of adjacent treads and at a right angle to the tread's leading edge.
The greatest tread depth within any flight of stairs shall not exceed the smallest
by more than 3/8 inch (S.5 mm).
GENERAL RENOVATION NOTES
ALL CONSTRUCTION TO FOLLOW THE FLORIDA BUILDING CODE 2011 6TH EDITION
1. Contractor to verify all dimensions prior
to the commencement of construction.
2. Determine the existence of any underground
tanks, drain fields, wiring, plumbing, piping, etc.
and allow for same during construction.
3, verify adequacy of existing electrical service
and wiring capacity. Upgrade and sub -panel as
required. Relocate any tv, phone cable,
etc. as may be required.
4. All wood members exposed to weather or in
contact w/ concrete and/or masonry shall be
pressure treated.
5. Do not scale drawings, if there are written
dimensions to take precedence. Dimensions
and construction details may vary due to
substitution, field conditions, construction
technique or other variables.
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It is important that the Client and Contractor examine the
drawings and documentation in detail. It shall be the final
responsibility of the Contractor to review and double check
the plans for accuracy and compliance with regulatory
agencies. It is customary and ordinary not to include details
well within the knowledge of licensed Contractor. if
necessary, further clarification of these plans should be
achieved before signing the construction contract and
obtaining a building permit, otherwise the Contractor assumes
responsibility for the construction in question. Methods of
construction shall be determined by the Contractor.
so RELOCATION OF ANY UTILITIES
ARE NOT NOTED ON THESE PLANS
WATER
EXISTING
-------- -- --SEAWALL-------------- --
TYPE 1 HANDRAIL
PER SECTION 311.18
ALL WOOD TO BE PRESSURE TREATED
ALL CONNECTORS TO BE GALVANIZED
OR STAINLESS STEEL OR. BETTER
THiS WOOD DECK / PORCH STRUCTURE
HAS BEEN DESIGNED
IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE 2011 &TH ED WITH ALL
SUPPLEMENTS AND ASCE I - 10 ENG. BOOK
165 ULT MPH (3-SEC. GUST) UJIND VELOCITY.
EXP "D", OPEN ENCLOSURE
THE DECKS - STAIRS - RAMPS ARE NOT CONNECTED
TO THE EXISTING M031LE HOME
LAYOUT FLAN
SCALE, 1/4" = 1'-0"
AS -BUILT DECK LAYOUT
FOR
PERMIT 0 1'114-0023
4/2/ 18
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RECEKED File Copy
APR 16 2018
Permitting Department
St. Lucie County
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0 Copyright 201.7
ROIBERSON
DESIGN GROUP
All rights reserved.
REVISION DATE
4l�a/18
JOB 0 1-100 SW
DATE : 10/21/11
DRAWN BY SR
SHEET
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