HomeMy WebLinkAboutREVISIONOFFICE USE ONLY:
DATE FILED: / V ' / `' ' SCAN/ ED PERMIT #
REVISION FEE: - " St Lucie County RECEIPT #
PLANNING' & DEVELOPMENT SERVICES
ST. LUCIE COUNTY B ILDI G Dlvrs ING & CODE REGULATION DIVISION
REVIEWED FO LIANCE 2300 VIRGINIA AVENUE RECEIVEDREVIEWED BY FORT PIERCE, FL 34982.5652
DATE O (772) 462.1553
PLANS AND PERM UST BE K PT ON JOB OCT
OR NO INSPECTION WILL BE MADE. APPLICATION FOR BUILDING PERMIT REVISIO
PROJECT INFORMATION y,L
LOCATION/SITE
ADDRESS:
5 Co ra w
DETAILED DESCRIPTION OF PROJECT
REVISIONS: rWl
CONTRACTOR FORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: 30S73
BUSINESS NAME: r, tC ; 24-.S
QUALIFIERS MkM : $(�,�<c COW
ADDRESS: „lvcN
CITY R-C V! e. a r t-e- STATE: F L ZIP: 3" �
PHONE (DAYTIME): 7z x- yrp(a-1 O q S FAX: Z % T `
10"N 101% p y
OV* NER/ � LDER INFORMATION:FILE NAME: i'
LU
ADDRF.Cc•
------------
CITY:
PHONE/(DAYTIME: STATE: _ ZIP:
FAX
ARCHITECT/ENGINEER INFORMATION:
--
� ION:
NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME):
FAX:
4CCC.• 9123109
lWevised 06130117
REVISION
BOARD OF
COUNTY
COMMISSIONERS
[L4:
TA� FL11 fL31
SIZE
L2]
[A1]
TANK SIZE: S o o
APPI_ICONCF - TYPI
Al G�F1�r'
A2
A3
A4
A5
A6
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Building and Code Regulation
Division
I
GAS PIPING SCHEMATIC
I
[A4]
[L8]
L11
L6] I[L10]
[A3] [AS]
PIPING LENGTH & SIZE
L1 19
FT.
FINCH DIA.
L2 FT. '
7114 INCH DIA.
L3
FT. I
INCH DIA.
L4
FT.
INCH DIA.
L5
FT.
INCH DIA.
L6
FT.
INCH DIA.
L7
FT. ;
INCH DIA.
L8
FT.
INCH DIA.
L9
FT. I
INCH DIA.
L10
FT.;
INCH DIA.
L11
FT.1
INCH DIA.
L12
FTj
i
INCH DIA.
b 0 BTU
BTU
BTU
BTU
BTU
BTU
(PIPE SIZE WAS TAKEN FROM
THE 2014 FBC FUEL GAS CODE -
TABLE 402 (_J)
Website: www.stlucieco.00v
2300 Virginia Avenue - Fort Pierce, FL. 34982-5652
Phone (772) 462-1553 FAX (772) 462-1578
Revised 7/22114
I
LA
LtD
�•f �r,�� VK^. ,
er-
506
®o cbl e
-' CTc,4Zor�
LUrK "
�X-:•PswlFr
e1m°�inl�asrc �1 rr
•aanca g'
�ert4 n //11/ Trw..e•�c
aowa�r�
- 1 Il fl I
_� �II II
\\- SECTION
ELEVATION
SILT FENCE DETAILS
AN EROSION CONTROL BARRIER ".SILT FENCEISHALL BE INSTALLED 1 ENTRENCHED
TO CONTAIN THE PERIMETER OF THE DEVELOPED AREA TYPICALLY ALONG THE ENURE
61DES AND REAR OF THE LOT -ALTERNATIVE PROPOSALS MUST BE PREAPPROVED BY THE
ENVIRONMENTAL DIVISION. CONTACT 772-755A455
WIND LOAD
INFORMATION
CODE EDITIONS,
2014 FLORIDA SUSDMG CODE STH ED.
CHAPTER b OF ASCEI-10
BUILDING DESIGN,
ENCLOSED
WIN ULTIMATE DESIGN D SPEED.
1T0 MPH
NOMINAL DESIGNWND SPEED-
BE MPH
R15K CATEGORY•
TI
WIND MPORTANCE/ USE FACTOR,
LO
INTERNAL PRESSURE COEFFICIENT-
EXPOSURE CATEGORY-
•JS/-JS
'B•
WALLS IE3NCLOSEDi
33 PSF.
IMPACT PROTECTION,
MPACTRESBTANTDODR5IWITDOUS
COMPONENTS 4 CLAPPING, ZONE
ZONES
b 50. FT.• • 4OD/ JTb P.SF. IO SO. FT. •. 440138B P.S.F.
7050.FT.••470/-45b PSF. X/SO. FT.•r470/-549 P5F.
SD 60. FT.• • 393/-43J PSF. 50 SQ.FT.• • 333/-45b PSF,
100 50. FT. • • 3141 -410 P.S.F. 100 00, R. • 314/-45b P.S.F.
ALL DOORS 4 WINDOWS TO BE INSTALLED AS PER PRODUCT APPROVAL
[iEAL NOTES
NER
F PROVIDE SHOP DRAWINGS FROM TRUSS MANUFACTURER TO KELLY 4 KELLY ARCHITECTS
BEFORE PROCEEDING W/WORK
I REPORT ANY DISCREPANCIES TO KELLY 4 KELLY BEFORE PROCEEDING W/ WORK
t CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES
F CONTRACTORS TO VERIFY ALL INTERIOR BEARING WALL PTO. UI/ 7RU55 MANUF.
t CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE
BEFORE PROCEEDING W/ CONSTRUCTION
I CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING
ON LOT TO ASSURE NO SETBACKS OR EASEMENTS ARE ENCROACHED
F DUROCK SHALL BE USED N ALL DAMP LOCATIONS, M ALL WALLS WITH TILE AND
ALL AREAS-wrm TILE OVER FLOOR 7RUSSE6/JOIST.
PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT CONNECTIONS - - — - -
I PROPOSED A/C UNITS SHALL HAVE AN GEER.OF IG OR BETTER
WINDOWS SHALL BE PG.T.FIXED /SINGLE HUNG WNNffE FRAMES, SCREENS, 1
l TINTED RTPACT RESISTANT GLASS UNLESS OTHERWISE NOTED)
,) I SIZES INDICATED AT ALL DOOR 4 WINDOW OPENINGS ARE NOMINAL AND MUST BE
VERIFIED W/ MANUFACTURER FOR ACTUAL SUE AND ROUGH OPENING
,I I EGRESS WINDOW UNIT SIZES ARE NOMINAL AND MUST BE VERIFIED W/ MANUFACTURER
FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE GOVERNING CODE FOR
SLEEPING AREAS
PROVIDE EGRESS WINDOW UNIT 9 ALL GLEEPNG AREAS AS PER FBL30I4 5TH ED,
! TEMPERED GLASS TO BE USED AT ALL HffB HAZARDOUS AREAS L. 70145TN EDJ
! _ TERIOR DOORS 4 WINDOWS SHALL BE CERTIFIED FOR RESISTANCE To LOCAL
WIND PRE55URE AS REQUIRED BY FB C. 7014 5TH ED.-110 MP14 WIND LOAD
F ALL BATH ROOM WALLS SMALL BE INSULATED
I ALL UMBER IN CONTACT W/CONCRETE OR MASONRY SHALL BE PRESSURE TREATED
I ALL STRUCTURAL FRAMING TO BE HEM FIR 07,SPF A SOUTHERN PINE 4 OR
APPROVED ALTERNATE W/ Tb4000 PAL MIN.- NON -STRUCTURAL FRAMING MAY
BE SELECTED SPECIES -'STUD' GRADE
I PAN AND DRAIN AT WATER HEATER TFBL.IOH 5TH EDITION)
F DRYER VENTS NOT TO EXCEED 8' FROM DRYER TO WALL OR ROOF CAP,
INCLUDING ELBOWS
R PLUMBING AND DRYER VENT STACKS TO PENETRATE REAR ROOF PLANE OF BUDDING
PLATTED ACCE554
UTILITY EASEMENT
i
POND
o y `
---1 ----- --'
ley. �
EXISTING POOL AND ENCLOSURE p'
I
I+-SLT FENCE
I
,___r_ _ l lydweevaA � wneuar
c
o�, v � o•,,, �Ay9
t•
gag
t
/
,
I 61TE PLAN
7 DEMO 4 FOUNDATION PLAN
;llt�0
f3spfgpd
tgp
1�A\V�^)
3 FLOOR PLAN
1ypL
laY� A
4 FRONT / REAR ELEVATIONS. SECTIONS
I 5rt
` 5 SIDE ELEVATIONS, SECTIONS 4 DETAILS
a
IW
• b TIEBEAM AND ROOF FRAMING PLAN
r I} p
\ Dyp. I ELECTRICAL PLAN
6 �``�• B N.VAL. PLAN
Eg
-3
Loz,,.k. on C3
o-
�i S�✓G4rIJ r
d o-
% `,ScF� �I •F(pr✓T lrb I �Q6. C`cFRSonn m
7
q9 `. `INS
� LPIZ- -9
4 fr. L� C.-,t3cm tyner"Aga
i 2` A\ 5�tt
�'ry
.r�
! 101 0
Lu o
L-sir ffwcE ,'p•� 4P�(d..
o
w
�0
LE
9�
1
OW
O
m
o
—I
IL
uj
1'-10'0'
/ LEGAL DESCRIPTION
•.rIt11lI ,
UNIT 63, HARBOUR RIDGE IN1T NO.
PLAT BOOK ZB,PAGE 3, MARTIN CDUNTT, FL.
FLOOD ZONE'X'
INFORMATION TAKEN
FROM SURVEY PREPARED EY;
1T165
13 ROY IT
BLOOMSTER PROFESSIONAL
LAND SURVEYORS, INC.
LB060I8`yp 91p
JOB 0I564 �♦ti
♦ 4 s
OF EIGHT
�u o4T
®UflF U869