HomeMy WebLinkAbout97100695EO
March 12, 1998
SCOTT �D. DYER
ARCHIT CT, P.A.
fi��)t5m
Chief Building Official
St. Lucie County Building Del
2300 Virginia Avenue
Ft. Pierce, Florida 33982-5652
RE: Reserve Developers
Pool House
Royal Palm Beach
Dear Sir:
This letter is in regard to moi
modifications are as follows:
1. The girder truss along the entry ov
columns at either end. Instead the
Hughes "NFM 35x16" hanger fast
Fasten the hanger to the girder tru:
gravity load of 5,833# and an uplii
Thank you for your cooperation in
any questions.
AD.
r
Architect
oGGANNE®
St LucieCounty
AA
AR
C001929
0011551
7--,1o069s-
om p
��P>,Mm c 0(f f tJSP(— I O ,�-s'
to the above referenced project. The V L
C
rhang will not be pocketed into the masonry
Jrder truss will be supported at either end with a
ned to the column with (1)1/z" dia. anchor bolt.
with (14) 10d nails. This design will support a
of 3,482#.
matter. Please do not hesitate to call if you have
D I�
13=
11
co sM LUCIE DEVELTOY MENT
7522 BRIAR CLIFF CIRCLE
LAKE WORTH, FLORIDA 33467
(561) 641-7575
FAX (561) 641-4074
v
SCANNED
By
St Lucia Cmfllm',
ST. LUCIE COUNTY FIRE DISTRICT
BUREAU dF FIRE PREVENTION
P.O. BOX 3030 TELEPHONE (561)-462-2312
FT. PIERCE FL. 34948-3030 FAX NO. (561)-462-2323
2400 RHODE ISLAND AVE.
FT. PIERCE FL. 34950
JURISDICTION: St. Lucie County
F.P.B. 6712
OCCUPANCY: Golf Villas Pool House @the
Reserve. BUILDING DEPT.97100695
ADDRESS: 9803 Perfect Drive
NO. OF STORIES: one
CONTRACTOR: The Park Group
PHONE NO: (813)-785-5958
ARCHITECT/ENGINEER: Scott D. Dye
PHONE NO: (407)-641-7575
BUILDING OWNER: Reserve Development
LLP REVIEW DATE: 11-10-97
OCCUPANCY TYPE: Storage
AUTOMATIC SP'KLRS: No.
GROSS SQ FT: 1,500 sq ft.
NET SQ FT:
OCCUPANT LOAD:
BASED ON
CONSTRUCTION TYPE:( NFPA-220) Typ
: III-(200) SBCCI: Type: V - Unprotected
New Construction: X Automatic
pklr: Contractor:
Tenant Improvement: Fire Alarm:
Contractor:
Shell Only: Fixed Fire
uppression: Contractor:
Addition: Hood & Duct
System: Contractor:
Renovation: Fuel Stora
e: Contractor:
1. All revisions must be in compliance before
the final inspection.
2. The Fire Marshal requires 24 hr. notice
3. The building departments schedule
on all inspections.
all final inspections by the Fire Marshal.
Required Revisions:
1. Provide a 2A-10 BC rated fire ext
nguisher for the storage room.
4
Revievjt�-Q _ ._
�KHa�yden
Date: November 10, 1997
John
DEPARTMI
SrANN row
By
St Lude MOW
DESIGN CERnFICATI(
This Cent f"Wrl is to be completed by tTm project de+
applications for twitdng permit irwolving the oonsUudlon
wbucUffe requWng a IN Ailing permit, and any noruesidm'W
that no structural walls, columns or odwr amillar compol
assist>irroe, please wntact the SmIding Inspection Offic
PROJECT ,(ALE Golf Villas Pool
STREff ADDRESS 20 D - 3 0
r OF COltilisdulwaY DeVELOPMENr
O VIRGINIA AVENUE. ROOM 201
Fr. PIERCE. FL 34862.5652
407-462-1553
FOR WIND LOAD COMPLIANCE
[n architect or cnBlneer. This Certification mutt be submitted with all
F new residence (single or multi -(amity)■ residential addition, any ac c6"0ry
structure. This Certification stroll not apply to interior renovations (provided
nt Is being etfeded) and certain other mirror building permits` For further
at 462-1553 or 462 2172.
eserve
Port St. Lucie, Fl. �4986 '
CERTIFITION STATEMENT:
PR NUMBER
PERMIT NUMBER
OCCP. TYPE
CST. TYPE
CERTIFY THAT, TO THE BEST OF MY KNCIWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS
WITH HAVE BEEN DESIGNED TO COMPLY THE PLI ABLE STRUCTURAL PORTION OF THE BUILDING CODES
CURRENTS CERTIFY ADOPTED AND ENFORCED BY I ST. LUCIE COUNTY. I ALSO
DEPICTED ON THESE PLANS P O DE ADEQUATE RESISTANCE TO THE AND LOADS T STRUCTUAN
ELEMENTS D
FORCES SPECIFIED SY CURRENT CODE PROZn!
SIONS.
sr,ln A_QQ11wvTlAN_q rakwua check"09"lete ftsooroortaie box) _
t;tuW NG CODE EDRION USED Mm
BUILDING DESIGN IS (car m onq ENCLOSED
3. BUILDING HEIGHT: _ - is FT
WND EXPOSURE CLASSIFICATION 0WER TO IP
AVERADE WIND VELOCM PRESSURE ON Wa
z PEAK WINO VELC159fiY PRESSURE ON ECII:RK
1MPoRTANCEAM FA=R (wrmd FWU I MALM
LOA= P"R PSF R
1a. WERE SHEAR WALLS CONSIDEPM FOR SM
it IS A CONTINUOUS LOiAD PATH PROVIDED (04
12. ARE COMPONENT AM CIADONG DETAILS
�oLplarlation)
ss MINIMUM SOIL 99AWING PRESSURE
AS WITNESSEDg
MY SEAL, I HERE13
CERTIFICATION UE i1D RRECL T
�, y
NAME:
DESIGN FIRM: S(t'--
A?-r,H 1TSC,T i P,A
SBCCI ASCE 7-8 X OTHER (SPECIFY)
X PARTIALLY ENCLOSED OPEN BUILDING
4 WIND SPEED USED IN BUILDING OWC" 110 MPh .
Is m Traits IN 0u1)I"w cow mm"im. IN Mite $II: C
UOR FACES OF 47MUCTUR& 29 PSF
FACES OF STRUCTURE 3...5 ! PSF
Cno4: 1
3FlD(JID: 25 PSF ROOFAIVE: 30 Ptii-
rURE (CW&K 0ma YES R NO If NO. why? (mil
. a
2500 PSF
YES X ^ NO If NO■ w"R (»URQ,
YES X NO If NO. Why? (*UkWA
CERTIFY THAT THE INFORMATION INCLUDED VWTH THI:.
THE BEST OF MY KNOWLEDGE'AND BELIEF.
;RTIFICATION NO: Ae 'noI I �; 1
�5 Z_ [SEAL. HERE]
ATE: coaza,
BOARD OF
COMMISSIONERS
October 29, 1997
Mr. Steve Vandersluis
Lawson, Noble & Webb, Inc.
590 N.W. Peacock Boulevard, Suite 9
Port St. Lucie, Florida 34986
Subject: The Reserve - POD 30 (Tl
Planned Unit Development
Dear Mr. Vandersluis:
COMMUNITY
DEVELOPMENT
DIRECTOR
RAYMOND L. WAZNY
Golf Villas - Phase II) - Minor Adjustment to a
The St. Lucie County Development Review Committee has reviewed your application for
a minor adjustment to the above referenced project and has determined it to meet the minimum
technical requirements of Section 11.02.05(E), St. Lucie County Land Development Code. This
site plan approval becomes effective imme iately. The purpose of this adjustment is to indicate
the finalized configuration of the recreatio'p and pool area.
This approval does not in any way constitute authorization to begin construction. Prior
to, the commencement of any construction on this property an application for specific building
permits must be obtained from this department. Building permit applications may be submitted
at any time following the receipt of this notice. For specific information on the composition of
these submissions, including applicable ees, please contact the St. Lucie County Growth
Management Division at 561/462-1550.
Please contact me at 561/462-1582
Sincerely,
Ilk iA�
Hank Flores, AICP
Development Review Planner III
hf
cc: County Engineer
County Surveyor
Fire Marshall
File
you have any questions.
JOHN D. BRUHN, District No. 1 • KEN 5ATrLER, District No. 2 • PAULA A. LEWIS, District No. 3 • GARY CHARLES, District No. 4 • CLIFF BARNES, District No. 5
County Admini motor - Douglas M. Anderson
2300 Virginia Avenu Fort Pierce, FL 34982-5652
Administration: (561) 462-1590 Growth Management: (561) 462-1553
Planning: (561) 462 2822 • Fox: (561) 462-1735
Code Compliance: (561) 462-157,1 • Fox: (561) 462-1148
3tLuee'.j'j GOLF VILLAS II EXHIBIT "B-1„
A CONDOMINIUM
RECR ATION SITE
LEGAL DESCRIPTION
gib
A PARCEL OF LAND LYING IN PART.' OF SECTION 27, TOWNSHIP 36 SOUTH,
RANGE 39 EAST, ST, LUCIE C UNTY, FLORIDA AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHEAST CORNER OF LOT 66 ACCORDING TO THE PLAT
OF RESERVE PLANTATION PHA SE I, AS RECORDED IN PLAT BOOK 24, PAGE 20 OF
THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID POINT BEING ON
THE WESTERLY LINE OF A 300.00 FOOT INGRESS AND EGRESS EASEMENT
KNOWN AS "RESERVE BOULE ARD EXTENSION" AND RECORDED IN OFFICIAL
RECORD BOOK 629, PAGES 25�3 THROUGH 2526 INCLUSIVE OF THE PUBLIC
RECORDS OF ST. LUCIE COUN Y, FLORIQA; THENCE SOUTHEASTERLY ALONG THE
SOUTHERLY EXTENSION OF S� ID "RESERVE BOULEVARD EXTENSION" THE
FOLLOWING EIGHT COURSES: THENCE SOUTH 48° 11'37" EAST, A DISTANCE OF
270.27 FEET TO THE BEGINN NG OF A CURVE CONCAVE TO THE SOUTHWEST
HAVING A RADIUS OF 2350.0 1 FEET AND A CENTRAL ANGLE OF 25°15'29";
.THENCE SOUTHEASTERLY AL NG THE ARC OF SAID CURVE, AN ARC DISTANCE
OF 1035.97 FEET TO A POINT OF TANGENCY; THENCE SOUTH 22*56'08" EAST,
A DISTANCE OF 732.22 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE
WEST HAVING A RADIUS OF 1.124.00 FEET AND A CENTRAL ANGLE OF
38616'24";.THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, AN ARC
DISTANCE OF 750.83 FEET T A POINT OF TANGENCY; THENCE SOUTH
15-20-16" WEST, A DISTANCE OF 434.07 FEET TO THE BEGINNING OF A CURVE
CONCAVE TO THE EAST HAVING A RADIUS OF 1300.00 FEET AND A CENTRAL
ANGLE OF 33035'08'; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, AN
ARC DISTANCE OF 762.03 FE T TO A POINT OF TANGENCY; THENCE SOUTH
18-14'52" EAST, A DISTANCE OF 784.39 FEET TO THE BEGINNING OF A CURVE
CONCAVE TO THE NORTHEAS F HAVING A RADIUS OF 1034.87 FEET AND A
CENTRAL ANGLE OF 25'14'11'; THENCE SOUTHEASTERLY ALONG THE ARC OF
SAID CURVE, AN ARC DISTANCE OF{.455.82 FEET TO A POINT OF CUSP; THE
RADIUS POINT OF SAID CURVIEBEARS NORTH 46-30.57" EAST FROM THIS POINT;
THENCE DEPARTING SAID "RESERVit" BOULEVARD EXTENSION" ALONG THE ARC
OF A CURVE CONCAVE TO THE SOUTH HAVING A RADIUS OF 25.00 FEET AND A
CENTRAL ANGLE OF 82°18'4 THENCE WESTERLY ALONG THE ARC OF SAID
CURVE, AN ARC DISTANCE OF 35.92 FEET TO A POINT OF TANGENCY; THENCE
SOUTH 54012'07" WEST, A DI TANCE OF 348.56 FEET TO A POINT OF NON -RADIAL
INTERSECTION WITH A CURVE CONCAVE TO THE EAST HAVING A RADIUS
OF 30.00 FEET AND A CENTRIAL ANGLE OF 31°31'18"; THE RADIUS POINT OF
SAID CURVE BEARS NORTH .6 T41'44" EAST FROM THIS POINT; THENCE
SOUTHERLY ALONG THE ARCOF SAID CURVE, AN ARC DISTANCE OF 16.50 FEET
TO A POINT OF COMPOUND G RVATURE CONCAVE TO THE NORTHEAST HAVING
A RADIUS OF 87.00 FEET AND A CENTRAL ANGLE OF 35°08'47' THENCE
SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 53.37
FEET TO A POINT OF REVERE CURVATURE CONCAVE TO THE SOUTH HAVING A
RADIUS OF 413.00 FEET AND A CENTRAL ANGLE OF 02009'24"; THENCE
EASTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 15.55 FEET,,;,%,
TO A POINT OF RADIAL INTERSECTION; THENCE SOUTH 03°11'03" WEST, A
DISTANCE OF 26.00 FEET TO A POINT OF RADIAL INTERSECTION WITH A CURVE
CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 387.00 FEET AND A
CENTRAL ANGLE OF 200242 " AND THE POINT OF BEGINNING; THENCE
EASTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 137.84 FEET
TO A POINT OF RADIAL INTERSECTION; THENCE SOUTH 23°35'31" WEST, A
DISTANCE OF 18.00 FEET; T ENCE SOUTH 00035'07" EAST, A DISTANCE OF
29.33 FEET; THENCE SOUTH 6°32'08" WEST, A DISTANCE OF 28.99 FEET;
THENCE SOUTH 12034' 14" EAST, A DISTANCE OF 26.64 FEET; THENCE SOUTH
59048'24" WEST, A DISTANCE OF 57.00 FEET; THENCE NORTH 30'11'36" WEST,
A DISTANCE OF 24.59 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE
SOUTHWEST HAVING A RADIUS OF 182.00 FEET AND A CENTRAL ANGLE OF
REVISED NOV., 1996
Lar��an .Noble & Assoclates, 18 1; 3432
ENGINEERS PLANNERS SURVEYORS
590 N.W. PEACOCK BOULEVARD SUITE 9
PORT' ST. LUCIE, FL 34986
(561) 878-1700 LNk
.0 0006.1 D
SCALE: N/A I DATE: JULY, 1996 JOB NO. B100 I SHEET 67 OF 69
Nov 12, 1996 L 0910848 DWG Name, C1\DWG\B\B100\B100CD67.DWG Updated By, ED
a
NOT V
GOL
A C(
RECR
LEGAL DE.,
VILLAS II
NDOMINIUM
:ATION SITE
CRIPTION (CONT.)
EXHIBIT "B-1"
35°05'40"; THENCE NORTHWgSTERLY ALONG THE ARC OF SAID CURVE, AN ARC
DISTANCE OF 111.48 FEET TO A POINT OF NON -RADIAL INTERSECTION WITH A
CURVE CONCAVE TO THE WET HAVING A RADIUS OF 213.00 FEET AND A
CENTRAL ANGLE OF 06°56'01"; THE RADIUS POINT OF SAID CURVE BEARS
NORTH 75°44'02" WEST FRO THIS POINT; THENCE NORTHERLY ALONG THE ARC
OF SAID CURVE, AN ARC DISTANCE OF 25.78 FEET TO A POINT OF TANGENCY;
THENCE NORTH 07°19'57" EAST, A DISTANCE OF 25.62 FEET TO THE BEGINNING
OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 15.00 FEET
AND A CENTRAL ANGLE OF 8 °51'06"; THENCE EASTERLY ALONG THE ARC OF
SAID CURVE, AN ARC DISTAZ OF 22.48 FEET TO THE POINT OF BEGINNING.
CONTAINING 0.352 ACRE, MODE OR LESS.
f
i WITHOUT' SI(:RfATURE AND FBE .ORIGINAL RAISED SEAL OF A
CINS,S VEY AND MAPPER. t•
KOIODZTI J.CZYK. PIIrESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTs.ATION-1
m
REVISED APR., 1997
REVISED NOV., 1996
Lawsbr�, Noble & Associates, LB # 6674
ENGINEERS PLANNERS SURVEYORS
590 N.PEACOCK BOULEVARD' SUITE 9
PORT ST. L.UCIE, FL 34986
(561) 878-1700 LNk
� O O • A ® ® O • ®• ��MY
SCALE: /A I DATE: JULY. 1996 1 JOB NO. B100 SHEET 68 OF 69
Apr 24, 19971 - 13,16,08 DWG NaM&L C1\DWG-DI00\P100CD68.DWG Updated $yi ED
SCANNED
St LucieCountv,
GOLF VILLAS II
A CONDOMINIUM
MAP OF SURVEY
RECREATION SITE
N1
MP-�CN
LZNE ', I A
SECT. 22,
SEC T.27,
J
T4
V.
O
v,bho
o1rZ
`3
6� N" L7
Ll
3
p0 , L2
DSO Pv�,a� �00 , L4
L6 L5
LEGEND:
=DENOTES IRON SET LB43432
R=DENOTES RADIUS
,A=DENOTES DELTA
A=DENOTES ARC LENGTH
P.O.C.=DENOTES POINT OF
COMMENCEMENT
R-O-W=DENOTES RIGHT OF WAY
U.E.=DENOTES UTILITY EASEMENT
D.E.=DENOTES DRAINAGE EASEMENT
N.R.=NOT RADIAL
EXHIBIT "B-1"
P.O.C.
NORTHEAST CORNER LOT 66
S F RESERVE PLANTATION PHASE I
66 81',, P.B. 24, PAGE 20
WP. 36 SOUTH, RGE. 39 EAST
WP. 36 SOUTH, RGE. 39 EAST
h
R=2350.00'
A=25" 15'29"
A=1035.97'
NOTE: N
ALLIMPROVEMENTS N
�j SHOWN HEREON ARE
e<\ PROPOSED.
A"" g`Z
s O P
R-1124.00'
0=38" 16'24"
A=750.83'
R=1300.00'
A=762.03'
N
m,
Q A
i Ott -
LINE M P„
DATA • MP-�CN
LINE
DIRECTION
DISTANCE
L 1
S 23"35'31" W
18.00,
L2
S 00035'07" E
29.33'
L3
I S 26"32'08" W
28.99'
L4
S 12034'14" E
26.64'
L5
S 59048'24" W
57.00'
L6
N 30011'36" W
24.59'
L7
N 07019'57" E
25.62'
CURVE DATA
RADIAL
C11 1 15.00' 1 85-51'06" 1 22.48' REVISED NOV., 1996
Lawson, Noble & Associates, LB a 3432
ENGINEERS PLANNERS SURVEYORS
590 N.W. PEACOCK BOULEVARD SUITE 9
PORT ST. LUCIE, FL 34986
(561) 878-1700
SCALE: 1'=100' DATE: JULY, 1996 JOB N0. B100 SHEET 69 OF 69
Nov 05, 1996 - MiQM4 DWG Name, C,\DWG\B\B100\B100REV\B100CD69.DWG Updated By, ED
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