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HomeMy WebLinkAboutREVISIONOFFICE USE ONLY:
DATE FILED: _
REVISION FEE:
PERMIT # 1806-0553
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGWIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/S
ADDRESS: 0 Poinciana Ct., Fort Pierce, FL 34951
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Extending enclosure out an additional 4 feet.
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CBC 1258459 ST. LUCIE COUNTY CERT. #:
BUSINESS NAME: The Porch Factory LLC
QUALIFIERS NAME 39th StlJeemes Braun
ADDRESS: 705
CITY: Fort Pierce STATE: FL ZIP:
PHONE (DAYTIME): (772) 465-6772 FAX: (772) 465-3252
4. OWNER/BUILDER INFORMATION:
km
NAME:
ADDRESS:
CITY:
PHONE:
ARCHITECT/ENGINEER INFORMATION:
STATE: ZIP:
FAX:
NAME: Seaside Engineers
ADDRESS:
CITY; Vero beach STATE: F1. ZIP:
32967
PHONE (DAYTIME): FAX:
Revised 07/22/2014
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Curve Table
Curve #
Length
Radius
Delta
C1
18.69
25.00
042050-00"
C2
15.92
50.00
018014-30"
LOT 193
(VACANT)
MONTE CARLO COUNTRY CLUB, UNIT TWO
P.B. 23, PG 26
G ..?, LEC
$„ �(iI METER
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U.E. & D.E.*
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LOT 197
(OCCUPIED)
MONTE CARLO COUNTRY CLUB, UNIT TWO
P.B. 23, PG 26
15�06
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ROBERT* N'� JOHNSON DATE
Professio.n.al; Surveyor & Mapper
Florida: Certificate,.N,o.--6,540
ILE
CO
1. THOMAS ;HODAS',4c SALLYE ,KATHLEEtd HODS
2, EAGLE HOME. MORTGAGL' LLC; ISAOA, A11M
3. NORTH AMERICAN.`TITLE COMPANY
4. NORTH AMERICAN ' TITLE• INSURANCE COMPANY
C,
/T- 0
0150
AV
LEGAL DESCRIPTION
LOT 192, MONTE CARLO COUNTRY CLUB, UNIT TWO, ACCORDING TO
THE MAP OF PLAT THEREOF, AS RECORDED IN PLAT BOOK 23,
PAGE 26, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA
CONTAINING 0.368 ACRES, MORE OR LESS
PROPERTY ADDRESS
9500 POINCIANA CT., FORT PIERCE
LEGEND & A1313REVIATIONS
BM
DENOTES BENCHMARK
BB
DENOTES BEARING BASE
C.M.
DENOTES CONCRETE MONUMENT
CONC
DENOTES CONCRETE
C.B.
DENOTES CATCH BASIN
CBS
DENOTES CONCRETE BLOCK STRUCTURE
CD
DENOTES CHORD DISTANCE
CB
DENOTES CHORD BEARING
C/O
DENOTES CLEAN OUTS
q
DENOTES CENTER LINE
D.E.
DENOTES DRAINAGE EASEMENT
F.F.E.
DENOTES FINISH FLOOR ELEVATION
FND
DENOTES FOUND
I.Q.
DENOTES IRRIGATION QUALITY WATER
IR/C
DENOTES IRON ROD AND CAP
L.B.
DENOTES LICENSED BUSINESS
L
DENOTES ARC LENGTH
CV
L.M.E.
DENOTES LAKE MANAGEMENT EASEMENT
(M)
DENOTES MEASURED DATA
M.H.
DENOTES MANHOLE
U
N/D
DENOTES NAIL AND DISK
(NR)
DENOTES NON RADIAL LINE
O.S.T.
DENOTES OPEN SPACE TRACT
O.H.U.
DENOTES OVERHEAD UTILITIES
'VOTE `REAR LOT GRADING:
CONTRACTOR TO VERIFY AND PROVIDE
POSITIVE DRAINAGE AWAY FROM FOUNDATION.
GRAPHIC
30 0 15 30
O.R. DENOTES OFFICIAL RECORDS BOOK
P.B. DENOTES PLAT BOOK
PG. DENOTES PAGE
TOB DENOTES TOP OF BANK
EOW DENOTES EDGE OF WATER
P.S.M. DENOTES PROFESSIONAL SURVEYOR & MAPPER
P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR
P.C.C. DENOTES POINT OF COMPOUND CURVATURE
P.D. DENOTES POINT OF CURVATURE
P.T DENOTES POINT OF TANGENCY
P.I. DENOTES POINT OF INTERSECTION
(P) DENOTES PLAT DATA
P.C.P. DENOTES PERMANENT CONTROL POINT
R DENOTES RADIUS
R/W DENOTES RIGHT OF WAY
SAN. DENOTES SANITARY
U.E. DENOTES UTILITY EASEMENT
W.M.T. DENOTES WATER MANAGEMENT TRACT
MAG/D DENOTES SET MAG NAIL AND DISK
A DENOTES INCLUDED ANGLE
Q DENOTES SET 5/8"IRON ROD & CAP LB 4286
7Q( DENOTES LIGHT POLE
�y DENOTES DRAINAGE FLOW
2� DENOTES ELEVATION
DENOTES GUY ANCHOR
GENERAL NOTES
1) The last date of field work was 08-17-2017
2) Additions or deletions to survey maps or reports by other than the signing party or
parties is prohibited without written consent of the signing party or parties.
3) Reproductions of this map are not valid without the signature and original raised seal
of a Florida Licensed Surveyor and Mapper.
4) Lands shown hereon were not abstracted by this office for rights -of -way, easements
of record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This
information should be obtained through appropriate title verification.
5) All above ground fixed improvements, if any, have been located and shown hereon.
6) Underground foundations and improvements were not located as part of this survey.
7) Flood Note: By graphic plotting only, this property is in Zone X according to the Flood
Insurance Rate Map, Community Panel No. 12111C0160J, effective date February 16, 2012.
The exact designation can only be determined by an elevation certificate. No additional
search of the public records has been preformed. There may be additional map
Amendments affecting this property.
8) The bearings shown hereon are based on Plat information and are referenced to the
center line of Poinciana Court which bears North 50'40'13" West and all bearings are
relative thereto.
9) No easements are- shown hereon other than those depicted on the plat. No search of
the public records has been performed to find additional easements that may exist
10) Elevations shown hereon are based on St. Lucie County Benchmark JEB having an
elevation of 18.34 feet North American Vertical Datum (N.A.V.D.) 1988.
11) Bearings and distances shown hereon are the same as plat unless otherwise noted.
12) The building setbacks shown hereon, although based on the best available information,
are not certified to and must be verified prior to design or construction.
Final As -Built Survey.
Lot 192
For: EENNAlf-It'
CULPEPPER & TERPENING, INC
File:16-053.192
Date:08-28-2017 CONSULTING ENGINEERS I LAND SURVEYORS
FB: N/A 2980 SOUTH 25rh S'I'lkPA—F
SCALE 1"=30' ''' I-OR'1' P1URCI , FI-0111DA 34981
DRAWN BY: PV Y PHONE 772-464-3537 17AX 772-464-9497
FIELD: GA www.0-cng.com
STA'I'li OF FLORIDA (AM111CA]'ION No. LB.128(
1 }
3eslan Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VULT= 150 MPH
3. Exposure Category, Paragraph 1609.4.3 : C
Applicable Codes, Regulation and Standards
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structure, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
2010 Edition
3. ASCE 7-10
General Notes:
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all local and regional ordinances.
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
o
Specifications
0
The following specifications are applicable to this projects
1. Where concrete specification are required, whether in the screen enclosure scope
or not, by one or more regulatory agency, the following specifications are
_
applicable.
1.1. Concrete shall conform to ASTM C94 for following components:
o
1.1.1. Portland Cement Type 1, -ASTM C 150
1.1.2. Aggregate - Large Aggregate 314" max - ASTM C 33
1.1.3. Air entraining +/-1 % - ASTM C 260
y
1.1.4. Water reducing agent - ASTM C 494
,
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
1.2.1. Reinforcing Bars - ASTM A615, grade 60
1.2.2. Welded Wire fabric - ASTM Al85
1.3. Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after batching is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hot weather recommendations.
1.5. Moist cure or polyethylene curing permitted.
1.6. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. Concrete shall be placed over polyethylene vapor barrier.
1.8. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plate to ASTM B633, or stainless steel series "300".
4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from
end 24" on center or #12 screws 6" from end 12" on center.
5. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Barrier requirements.
6. Door location shall be determined by contractor in the field.
7. When Installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the pavers must
be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full
positive contact with concrete.
8. All flashing and waterproofing shall be provided by the contractor.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
Foundation Deslan: New 8"x8" M #5 bar Cont.) Footer
Concrete shall be a minimum 2,500 psi. Rebar 31" lap splice. Use 3" chairs. Per current
edition of the Florida Building Code, Residential, Section 401.4.1, soils testing is not
required for design using the presumptive bearing pressure of 1,500 psf.
Roof Type Screen Size
HIPPED GABLE 18114 MESH
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
SELF MATING (SMB)
THE PORCH FACTORY BEAM (PFa)
336PFB: 2X3.75'x0.050'
2X2; 2'x 2'X 0.046'
2x4SMB: 2 x4' x0.044'x0.100'
2 X 3: 2'x3'x0.050'
2x5SMB: Y X 5' x 0.050' x 0.100'
5.75PFB: 2"x5.75'x0.065'
2x4: 2' x 4'x 0.050,
2x8 SMB: 2' X 6' x0.050'x0.12W
6.75PFB: 2'x6.75'x0.057'
2x5: 2'X5'x0.050'
2%7 SMB: 2'x 7' X 0.057X0.120'
2 %8 SMB: 2'X8'%0.072'x0.124'
2x9SMB: 2'x9'x0.072'x0.124'
OPEN BACK SECTIONS
I x 2; 1" X 2" X 0.040"
2 x 10 SMB: 2" x 10W.092' X 0.398'
1 x 3: 1' X 3'x 0.045'
MINIMUM FASTENER EDGE DISTANCE:
MINIMUM FASTENER SPACING: 314'
112'
SNAP SECTIONS
2 x 2 Snap: 2' x 2' x 0.045'
CONCRETE SCREW ANCHOR:
SHEET MATEL SCREWS ISMS):
2 x 3 Snap: 2' x 3' x 0.050'
SIMPOSON TITEN HD OR EOUNALENT r1W BUI DEX OR EQUNALENT
2x4Snap: 2'x4'X0.015'
ST. L90
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REVIEWE© FOP'C0
RgFIIE E Y E
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PLAN AN PERMI i T ON
S�E-OR NO INSPE I BE M,
i 4
2X9 SMB CARRY BEAM
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL.
REVISIONS
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